20201056-Mine_map-42-01

E[.1 0ft.
a
EL. 14('tt. EL. 50 ft. /
\Fishimg Creek
. h
i
Powells Creek
$.
SR 1338 r EL.(60
�.
r ,
FishingSR 1338 WHITAKERS,NC 27891
SR 327 _---� '�'-�. EL. 70
Creek�' EL 0 ft. —_
IIta , ; 1..
EL. 0 ft.
S 327
..,
�'\ f SR 11343 / TURNER,CURTIS R JR(01) "1 �7to� watel.Scharge .2
/ —— 6 LONGSELDON,NC 27 RD �, Q •
�- wa DON,NC z7s9a j EL.130 ft. '� /, �.►� �' R3 a
SITE
• "� ; i, �� Imtiat asin size shall/be 16'wide and 56'
; __ .... rig with a side slope/of 2:1(H:V)or flatter
or
I
1340
-- �, �•/ �! Stormwater DI Chafge ; ♦ �" - I Residence
Stone Check ;
_ Excavate area 19�ft.by 384 .to the
I / -- - level of the brick check da se ba �.
Futu tl-stor m ater Pi-scharge No. 7
/
FIATP SSE TIMBER,LLC C/O FOREST INVESTMENT ASSOCIATES L.P. O Residence
i
15 PIEDMONT CENTER STE 1250 e Q
ATLANTA,GA 30305 o•°� r
r
p � + f/�/ ? ; ; ' a behind brick bat check dam-8
Vicinity1 MCLpv��\ Total Storage Sediment Storage Areas; g
/ ,� � 1• �" � , � � r 9 � Sediment Storage-1.69 acre-ft
C r ExisPtin Basin E _ I 32'by 6A'by 3'deeP
(A ro 2.04 acre -= 1 (Excavate below base of brick bat) 0t
I x. -
V�� g r/ ► 11 South Pit II a�o�/
e�`1 t Mid le P-it EL._�-So / 1 ► ll ll ��a�� ELy 80ft.
Legendr
Q � � 1 � � � � �� r15��� I EL. 170 tt.
\L '.— ; // / / EL. 60 ft.
---®-- Property Line And Mine Permit Limits '''��' " �� �� 1 11 / �� / /
1
Adjacent Property Line . Oft.
FIATP SSE TIMBER,LLC C/O FOREST INVESTMENT ASSOCIATES L.P. EL 1 I' /
10,
15 PIEDMONT CENTER STE 1250 f ,1 a ' 1 1 ` r / /� /
GA 30305,
Perenial Stream ATLANTA / _
-° - - - Intermintent Stream
d E
— — — - Drainage Ditch Sto ter ischarg e L
/
1 L.160 ft. �- 1 / / I L. 140 ff._-----
/
50 ft. Stream Undisturbed Buffer `• --- ,\ , , ` /
- - , J r / en Pr e L. 130 ft
(Unless Otherwise Noted) �� -- _- ` ` Note: Prior to disturbance in the Basin 3 area, — /d p
`- r
Stream verification-in the field must be conduct - --
— — — — - Existing Mine Excavation Limits '�,`. \ , `•. r D Landfill;. /// Polio
STOKES,TIC 27884
1�
\x ®MW_2 i ` 1.94 Ac% r.
Haul Road /' ` , \ roc 184.93 tPile /// J -
.,
E 170 ft. ; ; �� �I / / / 11 cooPER,A B cooPER,BEssiE H
EL, r:0 ft. Stor wat r scharge No.1 `\ ` \A \ / ; i 4 / / 10905 KRISERIN CIRCLE
• , i \ \ ♦ / ORLANDO,FL 32831-1278
.. �� Limits Of Disturbance Wat rSupply �I
ROW _ '1 / ` ` MW-3
` �� ` \ ` \ ` ote: Cells 1,2,and 3 are for oCIE ♦♦�
40 ft. , �� � Nau ° Cell Nos ♦� ; / p
Road NC DOT Road \ rY , ��R°aa \\ permit SR0500073 and //{,
Cell 44s for permit SR-RRO 003.�♦ /, t
ROW .. ' `� ' tone Secnon
I �, E 180It/ �♦ ♦� , Ay'cessEntr (F / �/•
�, ._- Acbass/Entrance Stone Secti06, ♦ y
'i'otal Storage-20.5 acre-ft ,,,4 � � � � � Cell tvo 2 ` ` � � � Former Water 1 Well �.•��,�,� _ - _ -
-- ,Sediment Storage 1.54 acre G t - `
-_--
_-_
I
Building EL. 0 ft. ;•, 1 ( '; j \4 / ' r ce,tNo.4 ♦,� --
0n No. 1 �3 \ / ♦ TOC 188.86' '°
`•�y, . \ Petroleum Contaminated Sonl ,,I
1 1 o11j" t 3 \ /Treatment&Storage Area r a ° __ - --
I / MF. ' / I
a^`• Ccll No.l r Wa a SuPpl p �♦ _ - - _.
Topograp\JEhic Lines with Designated Elevation EL:t6o ft. \- it: •.e � •, , -__�-��=====�=�==�=��`_` / �• -� Scale: 1"=300'
EL. 190itt. = -- ---
kQM _
\ - - - - (Approximately)
Soil Berm
�� I r1 �.N
-- ,`
r'' FAA ELLINGTON W O t
!T
Ol�
i
l ''♦ EL 20 c _
59871TA ROAD -
♦• NFIELD,NC 27823 ♦ -;pR .�'. --- .-:- __ _ -
1
WRIGHTAVA LEN
R n -- -
- S I ",,.•. ♦ 5969 FISHINO.CR KRO .�: .�-�.�_-- -�-�-- TO
Areas Removed from Limits of Disturbance O. \ ENFIELD,NC 3 --- --- --.-... ... _ - /� o- -� - �- - '�\
•�. \ ` - - -MW4 ./� aak - __
--✓- -
EL. 0 ft.
odt -
-------------
1
• saw oust /'
Outside Clay -
J — ccessErtra �/ werana
11 nce St Section -- /Saw Dust
- G _ _ _,_ \ t`, / tora e Are
._•.—.•_ -- WRIGHT,THEODORE WRIGHT,TEBYTHA .J. g - Floor
Property Owner: -,p ate r' r ,:.J nsris000 d rme,y.cen) 1s e, cia
'�". r90 ft. 407 GREENTREE VI GE 4j_ / ��� y
p Y 50'Undisturbed Buffe \ Z ♦ed s 5 " �m"al swims. \ `\ - - - '
Nash Brick Company SPRING HOPE NC 882Or
5 aoa \ _ _ _ -- _
�� n0�' S59 a�o�er ,ow�e�an clay r
\ /- '� f B smekp�le sta e for E�is.mg Check f7atn
LYNCH LAWRENCE v, .� v� sos Ke nele � raso t
\� 6041 FISHING CREEK RD --
P. 0. Box 560 \ ENFIELD,NC 27823 w t SR-RRO-003
structured "� i ' �" to DlScharge N��
1 I (N-Shape ckbat �) a io+ waP.n�v �v / 1 -
Red Oak, NC 27802 ARRINGTON HAROLD ARRIN TON,CAROLYN v - - - - -
Pro rty Line Permit Limits \ Water Line ,�� ��� ' __-�_-� __
sections]-1/2 >h ° d
08 WHITE OAK RD
R EN.—D,NC 27823
[phone] R794HARDSO DA R6AN1C1 GHARlDSON,JIMMYS A a.aiFm
CAVALIER,RON DN HOLL,STER,:N 4'_ \ `, f ;/ "Culvert
' 6044 FISHING EEK RD -- \ \ \ ELLINGTON,WO - �/
• ENFIELD,NC 27 23 _ '- '- / _
Faciltiy Address. \ ENFIELD,NC 27823 1 /
�.I Y Address: � 59871TA ROAD � � j°• / I _-Y
CAVALIER,RONALDN ---- `0-_- -._--.
6044FISH EEKRD V - _____,..__.____.__. �/ y�
Owner:ALSTON,GLADYS K HEIRS \ ,r / / -....� -- EL. 18f)\ft. ' _----_- •gF
C/O GEORGEA KHALDUM 1 ORT2,RAUL PACHE OMORENO,ROSAL OLVERA / `
532 Nash Brick Road VALLEY
DAMT
VALLEY STREAM,NY 17580 6052 FISHIN CREEK �,,.•�" ��•, /� /pnY � -- - _ / `
ENFIELD,N 27823 ✓° \: \ - i r r
Enfield, NC 27823 L_ EL. I 'Oft.
All resliden and Businesses \•; /�j � -�
h e on-si water supply wells V� , "" i ELA60 ft. � i ---_ -_
General Project Information - - --- - - -- - _- __- -
♦. / ENFI LD ROAD —' �. � ='
\ �� /�� 5987 i � � _
ELD,NC 27823 - �, ` , O
_oft. � � -
The Ita Mine (Mine permit No. 42-01) is located near the intersection of _ -= = I Nv / -_-- - - -- Q)
_ _ - -_-
-___-- ___.________-_ . .. f J
SR-1338 and SR-1339 and covers approximately 492 acres of land. A -_-�------ - - --- �� � � � ==���������_ /' �
\ � -----
The allowable disturbance is 53.9 acres and onlyincludes the presently disturbed \ _ - _� Mine Limits_ofDishubanoe - Outlet Structure
/ /
py — - - - - - --
areas of the property. Mining will continue as permitted, and no modifications are proposed \ _ -- sto►'Im�ater Discharge t��a
Water Line
at this time.
.` N ^f Drainage Ditch -•
Erosion control consists of four (4) sediment basins with diversion berms as \ EL.18 ft. RECEIVEI \ �'� ,g
needed. Basins 1, 2, and 5 have a riser, and conduit outlet. Basin 4 has stone check dam outlet. Residence
Although not required Basin 2 has a brickbat check dam between the basin and the mine. \ ENFI TARO DO / I ��"A
ENFIELD,NC 278 3 .`• \
7
\ � EL.190 ft. i ON;
.
EL. 17oft. '� LAND QUALITY
Mining will extend below the groundwater at the mines. Excavation will initially \ - '♦. MINING
N g� PROGRAM
pp��
3 �/•'••• � I `• 9YI�PVIN47i �r'^CJ'•.e r`�AIY1
extend to the water table, and once this is reached, excavation will continue \\ \ /
Residence
to about 22 ft below the water table. The excavation will be conducted in a \; \� j �• :s�
series of pits with excavation conducted in each pit as long as possible before
JOURNIGAN,
significant water accumulation occurs. JIMMY RANSOM �•�"•• '"�'— .•�''
�� 17114 NC 43 I '�'•�
\ WHITAKERS,NC 27891 JOURNIGAN,JIMMYRANSOM ENGINEERING & ENVIRONMENTAL
—
Upon completion of mining, the perforated riser pipe for the basins will be replaced \ i 07/30/05
W•/° HITAKC 43ERS,NC 27891 2 C SCIENCE COMPANY
EL. 150 , WHITAKERS,
with a solid g pipe.e. Berms will be leveled and graded for positive drainage. Disturbed EL. 160 3008 Anderson Drive DRAWN:
g p 'e.� , .•' Raleigh NC 27609
ground will be revegated as per the Reclamation Plan. EL. 140ft. i (919)'781-7798 TPS
1 10/12/20
i Mine Layout REVISED:
�`Go�� Ita Mine (Permit No. 42-01 ) 10/12/20
¢d� sso� � ',''�r; 532 Nash Brick Road SCALE:
Enfield,
Halifax County, NC 1 "=300'
EL 130 ft. �'♦ .. F SEAL.
I 15472 Carolina East Enterprises, Inc. Sheet No.
,A P. O. Box 426
'�" . �� Red Oak, NC 27868
(252) 451 -7813 of: 3

Dam Specifications
A. Earth Work Basin No 1 Basin No. 2 Basin No. 4
•
1. Remove topsoil and other unstable soils from the dam embankment area. Brick Bat Section Specifications
2. Place fill in loose lifts not exceeding 8 inches and compact to 95 percent of
standard Proctor maximum dry density(ASTM D-698). 1. Remove topsoil from area of brick bat section and place
brick bats directly on the filter fabric. However,for the
B. Conduit Spillway Maintenance Considerations brick
mat that extends 4 ft.downstream of the
1.All erosion and sediment control practices shall be checked for stability and check dam toe,soil shall be removed to accommodate the Check Dam Cross-Section
1. Riser and barrel shall be galvanized corrugated metal pipe with a minimum operation following every runoff producing rainfall,but in no case less than once lft.thick section so it is flush with existing ground
wall thickness of 0.052 arches. Brick Bat
weekly. Any needed repairs will be made immediately to maintain all practices as designed. level. Brick Bat Cross-Section �- 5' _
-- ---- -- 1'Thick No.57 Stone or crushed brick
2. The trash gaurd shall be a fabricated cone of steel rods,spaced 2 inches Brick Bat O O O O QQ with similar gradation
apart and fastened to the top of the riser. 2. Construct check dawn to dimensions specified in check dam 5' 3 O O O O O Q�g U V O 2
2.Remove filter stone that surrounds the settlement basin riser pipe when details. The top of the check dam(crest level)should 1'Thick No.57 Stone or crushed brick O O 0000 D��J 000000 -
00000 0 6' 1 0O0 0 000000 0 1 Flow Direction
3. At least three anti-see collars with a minimum projection of 2.0 ft.shall be be maintained at constant level for the full len with similar gradation P P 1 siltation clogs the stone disallowing water flow. Also remove filter material from �• 4 0��0� 2 g 0 ���
placed around the barren. Where the check dawn meets the soil berm,the brick shall 000000�2000000 0 0
the brickbat sections when clogging by siltation occurs. extend at least 1.0 fft.above the crest level. 6' 1 O OOOOOOOOOO Q Q C 4 O 1 Flow Direction O O QQ_QQ
4. The anti-float concrete section shall be constructed as shown on the details. D8 U tj1 9 � � I I- 20 -
000000 00000000 O - - Q0000000
OOOQOO?O) O 00000,0000 OQ 4' 000000
5. Perforate lower half of riser in each outside valley of corrugation with 1
1/2 inch holes spaced approximately 3 inches. Embankment Cross-Section 9" 0000O000 - -I I- � Filter Fabric
- 11=11=II11= 0000000 _I _ _
4' OOOOOO 2
6. Rod and lug type connector bands with gaskets shall be used to connect �- 26' -' 15'- 35' 1 O O O OO' Filter Fabric
the corrugated pipe sections. 1 2'
3' _Trash Guard 2
7. Class B erosion control stone shall be used on the outlet. Prior to stone Front View
1 Anti Seep Collar with 2'Projection 2.5
placement,filter fabric should be placed on the exposed subgrade. The 30"Diameter CMP 15'Minimum
stone surface should be flush with existing ground levels after installation. Perforated Riser Pipe 1 14.5'
10,
Filter Fabric
II 5 2' 2' / Front View 1'
No.57 Stone or crushed + ,/ o
brickbat of similar gradations o_o - - Dam Specifications 10'Minimum
�� �� ��� 22" A. Earth Work CC �6�QBQ86�)O�
7' 1 1
1. Remove topsoil and oother unstable soils from the dam embankment area- 1 8 $ 6 1
Concrete Class B Erosion Control Stone
CMP Barrel 24"Diameter 29' 1' Collection Berm Collection Berm
Concrete Anti-Float Section 2. Place fill in loose lifts not exceeding 8 inches and compact to 95 percent of � � 8 � �00 O� 888�8�g�
standard Proctor maximum dry density(ASTM D-698). 1 V g O 8 Oggg � O 00
Filter Fabric
7 1
B. Conduit Spillway 1 88 8 888 1
1. Riser and barrel shalll be galvanized corrugated metal pipe with a minimum Collection Berm 08 O Collection Berm
wall thickness of 0.05T inches.
4 ) ) )9
Filter Fabric
Concrete Anti-float Section Details} 2. The trash guard shalll be a fabricated cone of steel rods,spaced 2 inches
apart and fastened to thte top of the riser.
Planview Conduit Stone Outlet 3. At least two anti-seelp collars with a minimum projection of 2.0 ft.shall be Basin N o. S
placed around the barrel.
t c ° t x` 5 a r Cross-Section TS
��� k � .nla1 �tr� (NTS) Ph View(NTS)
4. The anti-float concrete section shall be constructed as shown on the details.
fi t E u r Enbankment Cross-Section
r " 5. Perforate lower half of riser in each outside valley of corrugation with '
Riser Pipe Y g 14 20 17.5'
1/2 inch holes spaced a roximatel 3 inches.
P }PP Y
Pi rM Cl-HEmsion 4
t; Pe 30" P;� 6' c-1 sue"" 6. Rod and lug type connector bands with gaskets shall be used to connect 2' Trash Gaurd 2
i ` r the corrugated pipe sections.
91, 30"Diameter CMP I Anti Seep Collar with 2'Projection 2.5
i s' ' 1.5' Perforated Riser Pipe 7. Brickbat shall be used for outlet protection. Prior to brickbat 1
placement,filter fabric should be placed on the exposed sub grade. The 7
£ # t 29' brickbat surface should be flush with existing ground levels after installation. 4' Class A Erosion
J__ Control Stone
No.57 Stone or crushed ° 2' 2' 2' /
brickbat of similar gradation
III=1+01 II=� II II� III -� II -� 11=1 11=1�1 �11-1 1=� �1=11� I11=11�=�11=11f=1111=�11-1 91,
`\Concrete Filter
Concrete Anti-Float Section--- CMP Barrel 24"Diameter 22' -�
Enbankment Cross-Section
Containment Details I- 14' 15' 17.E -I
3' Trash Gaurd 2
r
18"Diameter CMP I Anti Seep Collar with 2'Projection 2.5
Perforated Riser Pipe
1 7.5'
Existing Berm Cross-Section 4'
(NTS) _F Concrete Anti-float Section Details
No.57 Stone or crushed 2' 2' 2' P'an°iew Conduit Stone Outlet
FE 6'to 8' brickbat of similar gradation
2:1 H:V Slope ° �t �
1� o 0��=��.���_� �� III- ���-��� -���0 11I �11=���0��0��=���_���_� 00 '4 ✓ gog 9°
Cross-Section(NTS) Plan View(NTS)
4'to T
t� t;�.
\Concrete
-
Concrete Anti-Float Section� CMP Barrel Fabric el 12"Diameter �.--4' -r
Containment Area
Riser Pipe
36
Pipe 30„ Pipe 6' Class r Erosion n 11'
4 Control Stone
3'
11
Concrete Anti-float Section Details Y l b�f
l 1
ExistingSoil A Ram � 'zs.r�`� x�)�s -��` �"`''�� 22'
Access p Plmview 3.25' -
(NTS) Conduit Brickbat Outlet
Cross-Section(NTS)
15'to 201 '
Plan View(NTS)
Containment Area y { 7g s3k Riser Pipe
u M�
' Pipe , " -- Pip. 888 S ;00
o0000000000000000 1
r
y� k
Typical Cross-Section of the Petroleum Contaminated Soil �5' 4' Access/Entrance
During Treatment 3.Z5'�
RECEiVED
Note: Maintain Edge of Soil Pile OCT 2 6 2020
10'From Edge ofPerimeter Access/Entrance Stone Section Specifications \'
10'to 20'
1:1 Slop Approx. Berm 1
Stone Detail
Soil Under Bioremediation LAND QUALITY
1. Clear the entrance/exit area of all vegetation,roots and other objectionable material. 50W4NING PROGRAM
Protective Soil Liner 2. Place No. 5 stone(as specified by NCDOT)to at least 6 inches deep.
Hmpervious Soil Liner
3. Maintain the gravel pad in a condition to prevent mud or sediment from leaving the \`
site. Should mud be tracked or washed onto the road,it shall be removed N°.5 stone
Petroleum Contaminated Soil immediately.
Treatment& Storage Area varies
Plain View(1"=1--')
-�6"Thick min
Cell No.2 Cell No.3
Soil Diversion Berm ENGINEERING & ENVIRONMENTAL DATE:
�C SCIENCE COMPANY 07/30/05
Soil Berm Cross-Section 3008 Anderson Drive DRAWN:
(NTS) Raleigh, NC 27609
3 Note:at b ric bat section Height k of berm will increase [phone] tps
Cell No.1 Cell No.4
Collection Berm Construction Specifications 2 `�
11/25/19 Mine Details REVISED:
p l l 2 1 `,.,`�,� ;`�C,&-,* Ita Mine (Permit No. 42-01 ) 11/25/19
l. Construct berm bly placement of overburden. � 3'to s' `a� �fi
o` 1%� 532 Nash Brick Road SCALE:
9. go��ssro » .� NT
2. Prior to placememt of materials for berm formation,cut " L Enfield, Halifax County, NC S
vegetation nearly'flush with ground.(if applicable) 11=11=11=11=11=11=11=11=11=11=11=1111=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=11 _ SEAL ---=
Sheet No.
3. Compact materialls in l ft.lifts by construction traffic. 15 472 / ; Carolina East Enterprises, Inc.
P. O. Box 560 2
'�'� . Red Oak, NC 27868
7CK 8l0l 'v
[phone] of: 3

Legend
Property Line And Mine Permit Limits 1 oft
-' Adjacent Property LineQ_
Perenial Stream
EL.
/
�� lea e>> -EC 1-30ft. / EL. 140-6. EL. 50 ft.
- - - - Intermintent Stream '
o c
-- - - - zz
Drainage Ditch )
- - - - - Existing Mine Excavation Limits ----
EL.�160 ft. �
EL 170--t.
Haul Road
� r
EL,440 ft.
ROW
Road - _ '; 3 - _ EL. oft.
NC DOT Road , \
ROW
------ O
EL. 130 ft. cd Q / ZZ
(L
Building � ,� � � InitiaJ/b�asin size shall be 16'wide and 56'
�lohg with a side slop%f 2:1(FIX)or flatter
�� --DEL-320 ft; ���
Topographic Lines with Designated Elevation , - ��� � _ ek chee>z �
Residence
Stone Check Dam Excavate area 19�ft.by 384
_ \ ►
level of the brick check da -
I
•
Soil Berm
_.----------- ---
v f t v � = - _ - _ - --_ - ;
i �/ ; _ �3" = = _ Residence
/
/
Dlstut ell Area ` ,/� Total Storage behind track bats6reck
li � - � � /i
r . I
-
)'Sediment
Storage 1.69 acre-ft Storage Area
32' y64 by 3'deep
ahon�ImitsExist9 Basin
(Excavate 3 below base of brick bat)
(APPro 04 acre ft storage)Reclamation \ '
/
Considerations \, �;+ _
• EL.1
1V11 le l lh 50 ft�- ) _ - --- --_- '' EL. 80 ft.
_ --
1. Maintain buffer zone of at least 50ft from adjacent property lines and ' i' I �\ _ _ / ) _ / Er.17o .
's .
i /' i
roadway right of ways. ! - - "' - _ EL. 60 ft.
-�
2. Perimeter mine excavation slopes shall be at least 2:1 Horizontal to v ---------------- --_. - ,
Vertical or flatter.
i
E .150
3. Perimeter berms,haul roads and stockpile areas shall e removed and the
ground smoothedp p gravity drainage. For the sediment i
and sloped to promote av> drama e A )
� � � EL. 16oft _v' it / � L_1ao r� -
- �, . --- xistin eck
solid riser pipe. A i
basins having conduit pipes,replace the perforated vertical user pipe with a � v � � / ��
v � I
P P �w - en L.13o ft.
i � � ton Pr perty� l_ � I 1
� � � i1 / �4. Revegetate as per existing mg perm requirements.
� � D Landfill;;%°'�
( a•
5. Leave buildings and associated drives at plant for future commercial sale. �' �� �, �� /'� ®MW-z eX L .ea Acr
E,I % roc t 34s3 tPile
e.
L.
I
•, � � � � '� � �% �� 'i i / �/ �� Wat rSuppl
Vegetation Plan _ _ O MW-3
777
, ote: Cells 1,2,/dnd 3 are for
EL:440 ft. o ya roc tazse ;
permit and Cell No.3 /` --
1. Spread topsoil over disturbed areas and leave surface reasonably smooth < a -
�, E', Cell�s for permit SR-RRO/003.
' ��r el, ter Supp>< ell
,•� '�, r. --.- 1 g ft A4cess/Entran Stone Section / ��
_._____
------
and.Uniform. ------�- •. � `��-_ ,`� AcCesg/Entrance Stone Sechor��, � i c;eu No.z
W_t'
jN11.4
EL. 0 ft. � �'�� V � , '��;� � ceu
2. Scarify surface to prepare a seedbed four to six inches deep. Use such = _ _ _ e--- ® TOC 188.86 -- _- ---- _ --=
- P6troleum Contaminated Soil
-- -- -- -- ------ - --- I s t l -
1y A 250g Kc osc )
-____= __ ==- \=________ _ Treatment&Storage Area A at7aon--
equipment as t111m dlscm tracing, or the teeth on a front end loader. -- ____=__-_' l \g, g� __ _ --- - - --- - - - _--
_ _ _ _ __ R C�11 No.
l6 ��fe -- ` % Watl-SoPPIY / / _ _ - . 1 n= '
EL. Oft. - - -- ------ ----- h \'' �. , Well / ---- _ s= c = - Scale:. 300
__-_ ____ /( _______.=_=�=cam.____________-_=_--_-
\ EL. 0/r.
1y. A roximatel
e
( pp Y)
3. Mix lime and fertilizer with the soil during seedbed preparation. AS r's(IODUy
,/
-- ---�, - �.
_ = -�� EL.20
4. Seed on freshly prepared seedbed followingthe application rates for the � - - ---- --
_--
-
s� -
�. Residence Su Refuse sal Ara _ - - -appropriate season. \' "
_
� TOC 203.8p �. .a -.anq ti-p
EL.�80 ft. �., \,
de �tl
-- -
\ \ .......... --mnw4 _ - - _
w I'll
5. Mulch all seeded areas immediately ��' �)• s' saw °nt1-IllyStora -- __- _ -- -
FP
\ \ ••�.Haul/RoadHYdr suegeen._ \ .\
Saw Dust rve?enk>
i
ecess/Eritrance Sto�Secfion / �
EL. 3,90 ft. ateforage Are Free, --- _--_
ASR90oga emerg cee) r e arep .a � �
6. Tack mulch on slopes 3:l (Horizontal : Vertical)or steeper by spraying with � s � _ _ _ _
ma
� i i \ � �� e5`r�o�°�;n�.o�Petra. �
emulsified asphalt. Use an anchoring tool such as a farming disc set in a ' \ \ �� .° ��K
e).
'� \ °�.' ese BI S ckpiIgStarag for E.1Stln hie
A �� it SR-gkO-003
vertical position on slopes less than 3:1. Mulch netting may also be used on tto1 struct,,,e, _ _
/�� z se e1e
�� � / (U Shape ckbat Eee1e� w,� -
slopes. \ i sections 1-1/2 / -
� h)
B
J \� - - � Le eml Pei
7. Inspect seeded areas and make repairs within the planting season. If ��� ,. % ��- �CulVert - ��
/
vegetation is over 60% damaged,repeat steps 2 through 5. A _ _-
��, \ �� EL 18
8. Permanent revegetation shall be accomplished at the specified times of the
year. Temporary vegetation shall be applied outside of the optimal times for
EL.1 \0 ft.
establishment of permanent vegetation. ', E
60 ft.
9. Seeding Schedule.
----------
Permanent Seeding Specifications �- "/ w lso ft. - ----~-----
--
DATES SPECIES RATE LBS/ACRE �- - ---- --""�"
�� �, PtJrl � -
-
Mine Limits of Disturbanc
February 15 - April 1 Kobe Lespedeza 10 -----
Bahia rass 50 -
g -� ----- _____- _ _ o Outlet Structure
__
dtop
Winter rye (grain) 15
_ -
_ / Ba n
April 1 - July 31 Common Bermuda 50 '�. - -
..� Drainage Ditch �„ RECEIVED
TEMPORARY SEEDING SCHEDULE �, •��� " _ -
\,, �•,da• EL.A) _-
Seeding Date: August 15 to April 15 EL.18 ft.
August 1 - October 25 Lespedeza(ulnscarified) 30 �, �•�u � EL ago ft. - OCT 2 6 2020
German millet 40
Rate
° �Residence I ••�• --
Rye (grain) 120 lbs./acre 19oft. \\ -•
October 25 -February 15 Rye(grain-temporary) 120 10-10-10 Fertilizer 1000 lbs./acre EL.
\\ / EL.1 oft. LAND QUALITY•`
Lime 2000 lbs./acre ���/// ) MINING PROGRAM
Mulch 4000 lbs./acre
Soil Amendments
` \ Residence / �•
Seeding Date: April 15 to August 15 o
Lime -2000 lbs/acre or follow recommendations from a soill test. Rate � •-�',
German Millet 40 lbs./acre
Fertilizer- 1000 lbs/acre 8-8-8 or 10-10-10, or follow recommendations from a 10-10-10 Fertilizer 750 lbs./acre �� '- -•._.._
soil test. Lime 2000 lbs./acre
Mulch 40001bs./acre \
\ �\ i ENGINEERING & ENVIRONMENTAL DATE.
2 07/30/05
Mulch- All seeded areas shall be mulched using small grain straw at a rate of EL.150 � i C SCIENCE COMPANY
2000 lbs/acre and anchored appropriately EL. 16o�ft. n erson Drove DRAWN:
� Raleigh, NC 27609 t
A' _J EL. 140 ft� 1 (91 9) 781-7798 �
p
In addition, a combination of switch grass, shrub Lespedeza, wax myrtle and -' - - - B"
Cross-Section A-A' '`
Cross-Section B-13 = 10/12/20 REVISED:
autumn olive shall be utilized to enhance wildlife biologist with the N.C. Wildlife -' B � � f� It M t N 42 0 1 0/1 2/2
Reclamation Plan
Resources Commission to enhance post-project wildlife habitat at the site. Pre-Mining i �`� �'`'�r
p p J A -- ---- - - Pre-Mining •,i
-- - -- 2 � �.w �� SCALE_
, _ 5 ash Brick Road
Note 1: Fertilizer and lime application rates may deviate from above if soils are �1 2 2 �, s Enfield, Halifax County, NC
�. 1 E V130ft �� ..
analyzed for optimum rates. _ 6'�ine /` Post Mining i 15472 i Inc Sheet No.
SEAL
Carolina East Enterprisis,
22 max �4'nu e -PostMlnin
�1 I � 1 22'ma g P. O. Box 560 3
1
Note 2: Mulch shall.be tacked.with emulsified asphalt at rate of 14 to 28 I � Imo ) �� II �� � ,� ` ''• � FNGINC��'.`''��•`�
p �� '��'� "�••- �� �`` Red Oak NC 27868
gallons/1,000 sq. ft. on slopes of 3:1 (H:V)or steeper. �l i�K t ;w m�``���� (252) �45 -78 3 of: