20240415_Mine_Maps

_ --_ VICINITYMAP
R ry\ --
',� WILLIE B RINKLEY
COURSE BEARING DISTANCE zo3o
j I I N OO°28'57"W 34.12'
2 N 02"50'18'E 178.99'
3 N 02"I TOVE 69.49' 2aas
4 N 02"13'06"E 87.78' SITE
5 S 24050'00'E 84.55'
I \s 6 S 24"22'24"E 99.07'
b j 7 S 22"04'30'E 95.59' 2042
w 8 S 16"15'36'E 93.27'
I� 9 S 07"55'46'E 95.31'
p I 10 S 00"21'39"E 92.14' zags
o f o I I S 03°03'42"W 96.80'
12 S 03"47'38"W 2!42.14'
'!ja N76°�39E-'337 `iH° CLEAN WATER
I S,
CNANNEL AND \•\ �, .."'1�
DIRTY WATER
CHANNEL 1 \ � .._✓
\
WASTE PILE µ., rINDEX OF DRAWINGS SHEET N0. t
PROPOSED HADL ROAD BERM ``#, \\\\'�q DRAW HAUL ROADS AND LABEL THE ROADS C2 �, �`
� I A COMPOSIT BERM 9� I DRAW THE OPEN BOTTOM SAND FILTER C3
_, r BERM PILE WASTE PILE I DRAW THE SEDIMENTATION AND EROSION CONTROL C4
y
\ $ STOCK PILE M.H $ DRAW A CROSS SECTION MAP OF THE MINE CS
FENCE ig DRAW THE STOCKPIILE AREA C6
DRY TAILINGS CLEAN WATER
1 F I STOCKPILE CHANNEL AND �'d. Im DRAW THE STOCKPILE AREA C7
Z; BER BERMS DRAW THE ENTRY (GATE C8
I i DRAW THE OUTSIDE BOUNDARY OF THE MINE C9
�•� o �y DRAW THE STORMWIATER DETENTION PONDS C10
CONSTRUCTION NOTES & DETAILS C11
o
FENCE j
1 FENCE WASTE PILE WASTE PIL CUTTING AREA I
1 WATER '
1 - CHANNEL
1 OPEN WATER '
PIPE '
FILLING AREA
AND—­- I
FrrY LINE
----------------------
TOF pF BANK
w
PROP.PILOT...
CHANNEL@ 0.15%
DRAINAGE PIPE PIPE24"O
INSTALLATION HDPE@014%
I
PPROPOSED
POND
EMERGENCY----ff TOP OF BANK
OVERFLOW
STRUCTURE
DRAWN BY: uz WILLIE BRINKLEY Project No.
DRAWING TITLE:
CHECKED BY: BENJAMIN MOORE-DESIGN CONSULTANT
Drawing No.
BENJAMIN MOORE SITE PLAN Sheet

VICINITY MAP
WILLIE BRINKLEY ��
g1�
331- �-F
o I 39.E i s>S
�J N16°06=_ CLEAN WATER
CHANNEL AND �-
�I' _ BERMS PIPE -� SITE
I __ DIRTY WATER
CHANNEL 2042
�sB p 2045
ROAD WASTE PILE
ROpOSEO HAUL
a BERM
\ z BERM ��,
m COMPOSIT
BERM COURSE BEAR NG DISTANCE
.I CLASS AST'ONE M H PILE WASTE PILE Iv,
\ SEEDETA4117
STOCK PILE
1 GEOTEXTILE FABRI @ I g 2 N 02050'18,E 176.99'
\ SEE DETAILS DRY TA
tit ILINGS 3 N 02°33'06"E 69.49'
\ ' STOCK PILE CLEAN WATER i
a BER BERMSEL AND rti 4 N 02°13'06°E 87.78'
I , 5 S 24050'00'E 84.55'
N 1\ p a 6 S 24022'24"E 99.07'
7 S 22004'30°E 95.59'
N m � o' I 8 S 16"15'36'E 93.27'
\ o � q D 10 S 0025 46'E 95. 1
1 FENCE WASTE PILE I I I S 03003'42"W 96.80'
WASTE PIL CUTTING AREA �.� 12 S 03047'38"W 242:14'
WATER
\ 1703.6T
\ � s77o38'00 w INDEX OF DRAWINGS SHEET NO.
1 OPEN WATER � ° A LEGEND Cl
\ PIPE FILLING AREA DRAW HAUL ROADS AND LABEL THE ROADS C2
\ P DRAW THE OPEN BOTTOM SAND FILTER C3
\ - AND DRAW THE SEDIMENTATION AND EROSION CONTROL C4
\ Ty DRAW A CROSS SECTION MAP OF THE MINE CS
PpOPEfl DRAW THE STOCKPILE AREA C6
-------------� DRAW THE STOCKPILE AREA C7
°\ DRAW THE ENTRY GATE Cg
\-\ DRAW THE OUTSIDE BOUNDARY OF THE MINE C9
DRAW THE STORMWATER DETENTION PONDS CIO
CONSTRUCTION NOTES & DETAILS C11
TOP OF�PNK
PROP.PRIVATE
DETENTION POND
(TO DE MINNTMNED
DT THE OWNER)
PROP.PILOT
CHANNEL@ 0.15%
DRAINAGE PIPE—v
INSTALLATION �� HppE @ 0.14% m
PPROPOSED
POND
EMERGENCY
OVERFLOW TOP OF BANK
STRUCTURE
DRAWN BY: Uz WILLIE BRINKLEY Project No.
CHECKED BY: DRAWING TITLE:
BENJADIIN MOORE-DESIGN CONSULTANT Drowing No.
- BENJAMIN MOORE SITE PLAN Sheet

WILLIE BRINKLEY V lcl rMd
COURSE BEARING DISTANCE
zoao
I N OO"E8'57"W 34.12'
2 N G2°5dIB"E 178.89'
3 N 02°13'06"E 69.49' 2d45
4 N Orr TOWE I 8L78' SITE 5 S 24°50'00'E M55'
6 S 24°22'24'E 99.07 X
7 S 22°04'30'E 90.59' zodx
9 S 07°55'46"E 95.31'
P 10 S 00-21'39'E 92.14' P.oas
11 S 03°03'42"W 96.80'
12 S 03°47138"W 242.1W
i
ISBa9T'
c ®. oao WASTE PILE ® a„� INDEX OF DRAWINGS SHEET NO.
...EDa"��a ALEGEND Ci
BERM BERM ® DRAW HAUL ROADS AND LABEL THE ROADS C2
_ - a ® BERM
CLASS
P I COMPOSIT LE ® DRAW THE OPEN BOTTOM SAND FILTER C3
WASTE PILE DRAW THE SEDIMENTATION AND EROSION CONTROL C4
EFAB E sBE a FE
STOCK PILE M,H ® DRAW A CROSS SECTION MAP OF THE MINE C5
s i o NCE ® ® ® 8
F I s E ETA Is m{A DRAW THE STOCKPILE AREA C6
�A9 DRAW THE STOCKPILE.AREA C7
qqp�. Krae� BER exsE n ® ® '" DRAW THE ENTRY GATE CS
DRAW THE OUTSIDE BOUNDARY OF THE.MINE C9
DRAW THE STORMWATER DETENTION PONDS C101
g I W CONSTRUCTION NOTES&DETAILS Ci1l
Ia ® FENCE WASTE PILE FENCE
WASTE PI CUTTING®
I
a
®exnn® sn°sB'°°^w rros c?
OPEN WATER
® ® ® PIPE FILLING AREA
® AND
PROPERTY LINE
BB°BB'd9"W.609.03'
JOP OF BANK
cHglvrvEiQ ons�
DRAINAGE PIPE PIPEZd^m
INSTALLATION
t.... PPROPOSED
POND
EMERGENCY-- TOP OF BANK.
OVERFLOW -
STRUCTURE
DRAWN BY: oz WILLIE BRINKLEY
' ProF=t No:
CHECKED BY: DRAWING TITLE:
BENJAMIN MOORE-DESIGN CONSULTANT
BENJAMIN MOORE SITE PLAN sn°:c

298
298 -. - _ 296 ..
296 ._:..,._ .....:..._ I 294.
294.
- __.... 292
292 __.___ _...� __..—.._—._ 290
290
288
288 ___--- ___--
...__ ._.—._._..—_ 286
286 ._- ..... -- �
y 294
284 ...._._. _ .— _
_—_— 282
282 .-- — 280
._..____— ....._. 278
278
276 yt;
276
.—..._._.._..274
274 272
272 _...._ ___ .._._ 270
--' ___ —..—_._.._ 268
268 --- 266—'— — -- —_
286 ..__..__..__ __ —.— —......— w—' _.—..—._...—. 264
264-..- __ _ —._ —
_ _ _ 262 W
W262 — --' 260 �
W 260 .._..__. _ __ ___—_ _. __— 258 Z
LL 258 __ _..__ I 4
..._..256
Z 256 — 254 Z
__—_._..______ —.___. _—. .___._. O
254.__ I
Z 252 262
i„
_ __—
O 250
250 __ - -_ ___. 2 8 W
248
4
246
t
W 248 —. _...__ — ...._._.__. —
c
—.__... 244 W .. '..
244 .._—242 ,.----- --
Uj -- -'a
---- 240r
2a2 _, —„ � � � -
--- -----
240
238
,— --
—_— 236
236
__— - 234
234
232 _ _ -
232 230
230 .......— ...228
228 226
- - -- PLAN
—'-N-�— �--
226_..— 224
224 _._—__
..—; 222
222 --
___.. 220
220 .._— '-- ----- — �. .___..—.—._218
- ----------
z1s .._ 216
-- ___--
21s ----- i 214
214 --- --.,,,--'-----
- — 212
DATUM Ft
FEET
SIZE&SLOPE
O
N.6.1-(Ft) 0 CID
G) � 0 00 � (D � N N N
N N N N N CV N N N N
INVERT LEVEL(Ft) _
CHAINAGE(Ft) - ..
PROFILE PLAN

WARMER SEASON COOL SEASON
SEEDING 100 Ibs/acre of tall fesue 100 Ibs/acre of toll fesue
25 Ibs/acre of german millet 30 lbs/acre of wheat
MIXTURE 25 Ibs/acre of hulled bermudo 25 Ibs/acre of unhulled bemnuda
SEEDING March 15 — September 15 September 15 — March 15
DATES
SEEDING Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS; Ibs/acre limestone and 1000 Ibs/ocre 10-10-10 Ibs/ocre limestone and 1000 Ibs/acre 10-10-10
fertilizer. fertilizer.
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION STABILIZATION JIMEEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, 7 DAYS NONE
DITCHES, SLOPES
HIGH QUALITY WATER (HQW) 7 DAYS NONE
ZONES
IF SLOPES ARE 10' OR LESS IN
SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
THAN SO' IN LENGTH
ALL OTHER AREAS WITH 14 DAYS NONE, EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1 AND HQW ZONES
DRAWN BY: Uz WILLIE BRINKLEY Project No.
CHECKED BY: DRAWING TITLE:
BENJAMIN MOORE-DESIGN CONSULTANT orawq No.
BENJAMIN MOORE DETAIL NOTES Sheet

CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED
ACREAGE AFFECTED ACREAGE ACREAGE
Tailings/Sediment Ponds 0.00 1 .00 1 .00
Stockpiles 1 .00 1 .00 1 .00
Waste plies 0.50 1 .00 1 .00
Processing Areas/Haul Roads 1 .50 0.00
Mine Excavations 6.00 Q.00
Other (Please explain) 1 .00
Total Affected Acreage
Total Permitted Acreage 10.00 3.00 3.00
DRAWN BY: UZ WILLIE BRINKLEY Project No.
CHECKED BY: DRAWING TITLE::
BENJAMIN MOORS-DESIGN CONSULTANT Drawing No.
BENJAMIN MOORE DETAIL sheet

J
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1
GEOTEXTILE FABRIC
NOTES: CLASS A STONE
I
A. GRAVEL. PAD TO BE 12.'x5O' AND 6" THICK MINIMUM
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS IS TO BE PROVIDED.
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE
FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES. 6" MIN
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSNG WITH
STONE WILL BE (NECESSARY; KLEP SOME HANDY.
E, ANY MATERIAL MATCH STILL MAKES IT ONTO
THE ROAD MUST BE CLEANED UP IMMEDIATELY,
F. GEOTEXTILE FABRICS SHALL BE USED BENEATH STONE
TO IMPROVE STABILITY OF THE FOUNDATION.
G. APPLICABLE AT ALL POINTS OF INGRESS
& EGRESS UNTIL SITE IS STABLIZED.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTTENANCE MUST BE PROVIDED.
DRAWN BY: uz WILLIE BRINKLEY project No.
CHECKED BY: DRAWING TITLE:
BENJAMIN MOORE-DESIGN CONSULTANT Drawing No.
GRAVEL ENTRANCE DETAIL
BENJAMIN MOORE sheet

OPTIONAL FLOW DIVERSION TEMPORARY WATER SURFACE GRAVEUSTONE SURFACE
STRUCTURE
CLEANOUT
ff SAND FILTER MEDIA £�-�- PROPOSED GRADE
j SEDIMENT (PROVIDE AT
INFLOW CHAMBER LEAST ONE (ASTM C-33 SAND OR OVERFLOW
� � EQUIVALENT) ,�
(FOREBAY) '
3:1 n
SLOPE
PERFORATED STANDPIPE 3:1
}
DETENTION STRUCTURE «a ? SLOPE
IN-SITU SOIL 9 OUTFLOW
PERFORATED PIPE SOLID PIPE
z
SEASONAL HIGH `"
WATER TABLE
NOTES:
THE MINIMUM COMBINED VOLUME OF SEDIMENT CHAMBER AND STORAGE ABOVE SAND
FILTER MEDIA IS 0.75 TIMES THE TREATMENT VOLUME.
MAINTAIN SAND FILTER MEDIA SUCH THAT THE INFILTRATION RATE IS GREATER THAN OR
EQUAL TO 2 INCHES PER HOUR (2"1HR).
DRAWN BY: UZ 'WILLIE BRINKLEY Project No.
CHECKED BY: DRAWING TITLE:
BENJAMIN MOORE-DESIGN CONSULTANT Drawing No.
BENJAMIN MOORE SANDFILTER DETAILS sheet

8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE PLASTIC OR STEEL POST
STEEL POST WIRE TIES
WIRE FENCING
WIRE FENCING FILTER FABRIC
5 WASHED STONE
WOVEN FILTER FABRICFLOW
i
I
BACKFIL TRENCH AND
w _ COMPAC THOROUGHLY
AN, SKIRT
8 MINIMUM DEPTH
4" MINIMUM WIDTH
GENERAL NOTES: MAINTENANCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL, ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL SHALL BE REPLACED PROMPTLY.
TYPE. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPO""��TS REACH HALF THE
4. WIRE FENCING SHALL IBE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH 12" HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS RI3MAINING IN PLACE AFTER
STAY SPACING. THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS THE COLOR ORANGE IS RESERVED
FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW,
DRAWN BY: Uz WILLIE BRINKLEY Project No.
CHECKED BY: DRAWING TITLE:
BENJAMIN MOORE-DESIGN CONSULTANT Drawing No.
BENJAMIN MOORE FENCE DETAIL Sheet