20231019_Mine_Maps

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i / ----------------------- NOTES:
PRIDGEN JAN MILLER BLUFFS INVESTMENT LLC < --T- - I
00600006 0100002126 ------ ------
15 36 1. THE EXCAVATION AREAS SHALL BE RECLAIMED AS FRESHWATER LAKES WITH MINIMUM SIDE SLOPES
VACANT VACANT ------------ OF 3 TO 1 AND BE VEGETATED WITH PERMANENT GROUND COVER. THIS IS PART OF THE NORTH
ZONING: CO-RR ZONING: CO-RR
--------------- CAROLINA MINE PERMIT.
------------I i i
2. ANY EXCAVATION AREA LOCATED IN A 100 YEAR FLOOD PLAIN OR FLOODING WILL POSITIVELY IMPACT Licence#C-3641
--------------- ----_--_ -
N/F -A i
fHE POTENTIAL FOR FLOODING BY CREATING MORE FLOOD WATER STORAGE THAT CURRENTLY EXISTS
BLUFFS INVESTMENT LLC
COSTIN GERALENE ROBBINS ON THE PROPERTY. THERE WILL BE NO INCREASE IN EXISTING GROUND ELEVATION, ONLY A 21205
16 0060000102 37 0100002127 ------- --------- DECREASE.
ZONING: CO-RR -RR ------
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VACANT VACANT DES.
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CORBETT PACKAGE COMPANY BLUFFS INVESTMENT LLC ------------ L DRym.
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ACREAGE
PARCEL 01000021 (PORTION) 0
_— \ TOTAL SITE AREA 90.93 V
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0100001304
/ ZONING: /CO-RR / \ DISTURBED WETLANDS p
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/ / / \ � / �1 UNDISTURBED WETLANDS p Q W
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CATEGORY ACREAGE W 0. Z
MINE EXCAVATION 10.62 Z 0
PROCESSING AREA/HAUL ROADS (OFFSITE) 0 _ m
"Nl/F II II 1\01 TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.20
J ADO B SS YVO N N E
I STOCKPILES p
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BUFFER AREA 7•98
TOTAL AREA TO BE PERMITTED 18.8 N
N/F 1 OZ,\26q� 10'X10'X12"' CL B NOTES: �, o o HI.
N N a
/JACOBS ELLA RAY 'A / 1. MINING TO COMMENCE ON AN AS NEEDED BASIS. c •- �`�
���((( ENERGY DISSIPATER
F,A6F 2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. 30 o a _ N Co M CD 16
/ 0100001303 I O TO GRADE `� 3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. p 0 0 V 0 N 2
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Cu � UZ � N19 �
\ TEMPORARY SILT MINE 4 OUTFACE 4 I 5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS J .c N �, o p
FENCE LOE LINE ATTACH SKIMMER TO I NECESSARY TO MEET UDO REQUIREMENTS. a pIt
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6 X6 OUTLET STRUCTURE 6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE LIDO SHALL BE MET. M m "= _ ca '
4" OUTLET PIPE °o o
° ° 7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW v N a c _
G L, w/ 36 SD OUTLET � •-
�' 10'X1 O'X12" CL B/ SEE DETAIL 2 lO I ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. Q C W o E c �
STONE CHECK �i O O �o I 8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL o ch -
ENERGY DISSIPATE °° 6� r'• ti ROAD AS NECESSARY. ¢ J U M O v ui
TO GRAD 1 POROUS BAFFLES °o CAM (TYPICAL) G,c� ]� 9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER.
\ SEE DETAIL t�` 6� O /
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N, // � . p� � I �TEMPORARZY CONSTRUCTION SEQUENCE:
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/ I " 2. INSTALL TEMPORARY SILT FENCE - IF REQUIRED
g ° I TEMIPORARY
3. BEGIN CLEARING & GRUBBING DIVERSION #6 O 5. CONTINUE CC..
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN
/� - ✓ \�' �' i �O�O ti6 NSTRUCTION
/ � I
/ P °0 6. STABILIZE & SEED DISTURBED AREAS o
I STONE CHECK DAM MAINTENANCE: �I 0 W
/ /� �� l INSPECT CHECK DAMS AND CHANNELS AT LEAST W Z
WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR '-4 0
6� FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. w
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DEBRIS THAT COULD CLOG THE CHANNEL WHEN z
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NCDOT CLASS A OR B ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE
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STONE
I AROUND THE EDGES OF THE DAM. CORRECT ALL W
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION No
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r I �' STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE � Z H
FACE �?•� w RIPRAP LINER IN THAT CHANNEL. � �
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I ROAD MINE #5 // �Q ¢ THROUGH THE STOINE CHECK DAM, AND PREVENT Z' Z M
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LARGE FLOWS FROM CARRYING SEDIMENT OVER THE O C7 O o
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6'-0" TYPICAL
/ SINGLE FIBERGLASS
ROVING CHANNEL LINER °A� 10/17/23
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1. INSTALL GRAVEL CONSTRUCTION ENTRANCE / 1 \ 00
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2. INSTALL TEMPORARY SILT FENCE — IF RIEQUIRED /
3. BEGIN CLEARING & GRUBBING // ) / \ o 00
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN / I J G�� �\ \\ Z
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5. CONTINUE CONSTRUCTION / / \\ U 00
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6. STABILIZE & SEED DISTURBED AREAS
NOTES:
1. MINING TO COMMENCE ON AN AS NEEDED BASIS.
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT.
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE.
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM. '\1 ( J I CIO
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS r h�
NECESSARY TO MEET UDO REQUIREMENTS.
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET.
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW
ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD.
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL
ROAD AS NECESSARY.
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER.
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MINE #5 AREA TABLE /l (/ �� \� �/ ~ Q z M
ACREAGE I \ / O M
PARCEL 01000021 (PORTION) C7 o
TOTAL SITE AREA 90.93
ozw
EXISTING WETLANDS 0 O z
DISTURBED WETLANDS 0 o a
UNDISTURBED WETLANDS 0
CATEGORY ACREAGE
MINE EXCAVATION 7.38
PROCESSING AREA/HAUL ROADS 0.52
TAILINGS/SEDIMENT PONDS/DEWATERING BASIN 0.20
STOCKPILES 0
WASTE PILES 0 STONE CHECK DAM MAINTENANCE:
Licence #C-3641
BUFFER AREA 11.91 INSPECT CHECK DAMS AND CHANNELS AT LEAST
TOTAL AREA TO BE PERMITTED 20.01 WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR 2120J
FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. 2'-0" MIN. L 1 L
FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
DEBRIS THAT COULD CLOG THE CHANNEL WHEN DES. JPN
LEGEND NEEDED. CKD/ FLOW DRW JPN
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE ? / BRwN. EDB
NCDOT CLASS A OR B
EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS
PROPERTY LINE / MINE PERMIT BOUNDARY STONE AROUND THE EDGES OF THE DAM. CORRECT ALL _' _ _ _ _ r III—III—II DATE 10/17/23
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION _ _ I I-III `III-III-III-III-IIIIII-III-IIIIII-III- -III-IIII
L❑E L❑E LIMITS OF EXCAVATION 4" TO 6" #57 OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN I=III=III—III (�I=III III=III—) I III=III=III=III=I II —III=__
STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE _ — — — _ _ _ _ _ _ — _ _ — — — — _ _ _ ���N C R 00
TSF 2• RIPRAP LINER IN THAT CHANNEL.
TEMPORARY SILT FENCE FACE w 6'-0" TYPICAL
FILTER w REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS SINGLE FIBERGLASS ft ?: y/7 ap:
FL FL 100 YR FLOOD LINE FABRIC U AS NEEDED TO PREVENT DAMAGE TO CHANNEL ROVING CHANNEL LINER SEA
N Q VEGETATION, ALLOW THE CHANNEL TO DRAIN TEMPORARY DIVERSION SWALE • . ��' 2�
� THROUGH THE STONE CHECK DAM, AND PREVENT
UNDISTURBED BUFFER AREA LARGE FLOWS FROM CARRYING SEDIMENT OVER THE NTS �% O �� L�� ��•�`
SECTION /4-A NGIN
DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN '�, s'tt`�p"••'' �,P,�%
STONE CHECK DAM DESIGN HEIGHT AND CROSS SECTION. i,tool o i6`10,
WETLANDS AREA
- - - . - - - - SCALE : 1 '1 = 100'
C5
0 500 1000 1500

TEMPORARY/PERMANENT SITE WORK NOTES: >_
m
6' W E.S. FABRIC GRASS SPECIFICATION 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
8' W/ WIRE MESH CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCuDOT AND LOCAL RIGHT
STEEL POST 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
WIRE MESH FOR STANDARD FABRIC ADVERSE SOIL CONDITIONS. AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTIING STREETS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
MIN. 14 GA. o X z STANDARD OR EXTRA STRENGTH 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
cj�c� OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
6x6 MESH FOR I : w E FILTER FABRIC SMOOTH AND UNIFORM. CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN z
C4 m 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
STANDARD FABRIC �N LIME: 45 LBS. PER 1000 S.F. LIMITS OF CONSTRUCTION. 0 J
DIRECTION OF WATER FLOW 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REM40VE ALL TOPSOIL,
PHOSPHOROUS: 20 LBS PER 1000 S.F. �_ Q
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. � Q
FERTILIZER: 17 LBS. PER 1000 S.F. D' (n
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
� 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS U (n z
ANCHOR FABRIC SKIRT BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE � D Z
o D PREPARED 4-6 INCHES DEEP. ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS SPECIFIED. w z0 J
- MIN. 8" DEEP & 4" WIDE. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. �
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL (n �j O
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL >
APPLICABLE LOCAL AND STATE CODES.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. G'
WOOD CHIPS AT 500 LBS. PER 1000 S.F. 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW �
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS V
NOTES: JUTE & MESH AS PER MANUFACTURER ASSOCIATED WITH BORROW OPERATIONS. Oz
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO Ld N
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 81" OF SUBGRADE SHALL
AND 50 LB/IN FOR EXTRA STRENGTH. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM Q CD
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY 0 N W cc
NECESSARY, LAP FABRIC POST TO POST. OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY Z O
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE AND SEEDING RATES. SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP„ SM, OR SC. FILL Z
SELF-FASTENER STEEL ANGLE TYPE. 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN 0o
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE m
TEMPORARY SILT FENCE 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE 0
20% CARPET GRASS UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE V) Z
NTS 24% BERMUDA GRASS STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN Z
20% TURF FESCUE 10% CREEPING RED FESCUE BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
24% ANNUAL RYE GRAIN PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
V� O
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
GERMINATION SHALL BE A MIN. OF 85%. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH V
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN Q
ALL DISTURBED ,AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 O
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR INCHES OF IN-PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% �' V
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL J W ,^
IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED v+
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL Q O
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH F.A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
NPDES STABILIZATION TIMEFRAMES STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. LLB O
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO 0 = m
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY INFORMATION BY GIS & AERIAL PHOTOGRAPHY AND
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE PROVIDED BY OWNER.
Q 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT N
Sp' SLOPES STEEPER THAN 3:1 7 DAYS 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF d,
M/ STEEPER THAN 2:1 14 DAYS ARE ALLOWED Q
�! RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH a..
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH V J Q? (3
O APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL J Q-
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES N Q I
CONFORM TO NCDOT STANDARDS. vi aD ca
P J�� 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. m C o Lo v
16. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS c a � � j N I
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK o p EL o Co m M (o al
CONDITION. -p = 3 *� 0 ti 0)
m a) J Z
6„ MIN. Q. U) j>% c rn
2 3 �`L C p
COARSE AGGREGATE Q o o M = c p '
Q � 0c� � � OUui
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
No 0
00 Lf)
N '
GENERAL NOTES: CLASS A STONE c� U N
EROSION CONTROL NOTES AND MAINTENANCE PLAN r� Z
DETERMINE BORROW PIT DEWATERING BASIN SIZE USING V = 8.0203 * Q * T, WHERE V IS VOLUME (Fr), Q IS FILTRATION U CN
o
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
GEOTEXTILE STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL,
PUMP FLOW RATE (GPM), AND T IS DEWATERING TIME (HR). BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF �" W
USE MAXIMUM FLOW RATE OF 1000 GPM AND A MINIMUM EVERY HALF-INCH RAINFALL. a Z
DEWATERING TIME OF 2 HOURS. / " ' 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL x
j// STONE ENERGY BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE WP.
RISER SHALL BE A NON-PERFORATED, SMOOTH OR CORRUGATED % %ff % '"'
"% ,/ t/ STEEL POST DISSIPATOR TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT z
MATERIAL WITH A FLASHBOARD OPTION.
TOP BANK ELEV. y �, i ;, MENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
VARIES FROM 38' TO 30' CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY ' % �� '' "% OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE � �
/i'%
STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT MEETS THE s%% %'"' o CONSTRUCTION ENTRANCE OR ROADWAYS.
/%� 3.SPECIFICATIONS OF ROADWAY STANDARD 1060-14. % •; y = SEDIMENTRSION DITCHES OR OBSTRUCTIONSL BE FROMCTHE FDLOWUAREA.IMMEDIATELY
THE REMOVE DIVERSION RIDGES z
L� %�/y!% WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
MINE RECLAMATION 1 PROVIDE 5' STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE. j%'/� !•� '�%�; a
FINAL NORMAL WATER ELEVATION % 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
BACKSLOPE 3 INSTALL STEEL POSTS WITH NO MORE THAN 3' OF THE POST APPEARING % �' / %// r N
AVERAGE �� i SWALE. `./ o
DEPTH = 35' ABOVE THE GROUND. �1/%/! $ %;,,, „
1 4 L 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN Z W
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS H
1 ATTACH THE COIR FIBER MAT TO THE STEEL POSTS WITH WIRE OR „ N
2 OTHER ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE % =2„W„ MIN. RISER NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE
BOTTOM ELEV. VARIES /% SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
SLOPES OF THE BASIN WITH 12" STAPLES. WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHENLn
a N
INSTALL TYPE 2 GEOTEXTILE ON SIDE SLOPES AND BOTTOM OF BASIN AT STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS �
MINE SLOPE & RECLAMATION CROSS SECTION ARE DESIGNED E LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE Z
INLET AS SHOWN IN THE DETAIL. W m
REPAIRED OR REPLACED IF IT BECOMES HALF-FULL OF SEDIMENT, NO LONGER �
DRAINS AS DESIGNED OR IS DAMAGED. Z cn
NTS USE THE TYPICAL SECTION SHOWN FOR THE BORROW PIT DEWATERING 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND O
BASIN AS A GUIDE. THE BASIN MAY HAVE ANY TYPE CONFIGURATION AS EARTH DIKE MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO U Z
NOTES: LONG AS SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE z W
1. DEPTH OF MINE WILL BE DICTATED BY SUITABLE MATERIAL. FOR A NON-PERFORATED RISER. PLAN
2. AT RECLAMATION ALL BANKS ABOVE NORMAL WATER WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED O � Z
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS N a 0
SLOPED & GRADED AT 4:1 & STABILIZED WITH GRASSING. DO NO EXCEED 3.5 FT. IN HEIGHT FOR THE EARTH DIKES REQUIRED FOR o x
BORROW PIT DEWATERING BASIN. WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO N P,
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
THE BORROW PIT DEWATERING BASIN SIZE IS VARIABLE AND DEPENDENT VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO 'DITCHES,
ON SPECIFIC SITE REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION co PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL
MIN. 20, OPERATIONS. 1.0'f �--{ 1.0't HIGH QUALITY WATER (HQW) ZONES SHALL BE ' 1 PROVIDED TEMPORARY OR
I PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
SUBMIT THE SIZE, LOCATION AND RISER PIPE MATERIAL FOR APPROVAL 1 13 IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST
PRIOR TO CONSTRUCTION. 1 1 LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
COMPACTED SOIL PUMP THE EFFLUENT INTO THE BORROW PIT DEWATERING BASIN TO A PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM
ROADWAY MAXIMUM DEPTH OF 6 IN. BELOW TOP OF THE EARTH DIKE. X UNCLASSIFIED THE LAST LAND-DISTURBING ACTIVITY.
Q EARTH MATERIAL STEEL POSTS ANTI-SEEP 6. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PROVIDE A STONE ENERGY DISSIPATER PAD AT THE OUTLET OF THE M COLLAR PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR Licence #C-3641
PUMP DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN ACCORDANCE WITH ROADWAY STANDARD DRAWING 876.02 FOR OUTLET COIR FILTER VARIABLE PROBLEMS OR TURBID DISCHARGES DAILY.
W/0 DITCH. BAFFLE 21205
HAUL ROAD SECTION TYPICAL SECTION VIEW
NTS
DES. JPN
CKD. JPN
BORROW PIT DEWATERING BASIN DETAIL DRvM. EDB
DATE 10/17/23
% C i
1.NOTES:MINING TO COMMENCE ON AN AS NEEDED BASIS. �` •• •• •� • • �',�'�
� N
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. 2
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. E A L
4. THE HOURS OF OPERATION WILL BE MONDAY THIRU FRIDAY FROM 7:30 AM TO 5:00 PM. i
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS 04^j'lll6 _
NECESSARY TO MEET LIDO REQUIREMENTS. '
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. Q E��• ���
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW i s�` �Q' `
ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD. ��i��PN' ; `�K ,
8. MINE OPERATOR SHALL USE A WATER TRUCK TO! CONTROL DUST ALONG THE HAUL
ROAD AS NECESSARY.
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER.
C6