20230531_Mine_Maps

PREPARED BY:
ALBEMARLE F
U . S . , INC . KINGS MOUNTAIN MINE SWCA
ENVIRONMENTAL CONSULTANTS
CLEVELAND COUNTY, NORTH CAROLINA SWCA
113 Edinburgh South Drive, Suite
120Cary North Carolina 27511
U) 2022 �2023 ACTIVITIES PROGRAM (p)919.292.2200
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WATER IMPOUNDMENT i ; KINGS MOUNTAIN
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EDGE OF PAVED ROAD Kings Mountain' NC 28086
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113 Edinburgh South Drive, Suite
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CLEVELAND COUNTY
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PREPARED BY:
GENERAL NOTES SEEDBED PREPARATION NOTES
1. THE PROJECT PLANS ARE INTENDED AS A GUIDE. THE ACTIVE DRILL HOLE PAD LIMITS WILL BE DETERMINED IN THE FIELD BY 1. EROSION AND SEDIMENT CONTROL MEASURE TO BE MAINTAINED AS BASED ON FIELD 5' 0" STEEL POST OF THE
THE PROJECT GEOLOGIST/ENGINEER PRIOR TO DRILLING ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD CONDITIONS. SELF-FASTENER ANGLE STEEL
E TYPE, 8' 0" O.C. WITH WIRE,
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DRILL HOLE LOCATION MAY VARY. 2. LOOSE ROCKS, ROOTS, AND OTHER INSTRUCTIONS SHALL BE REMOVED FROM 6'-0"WITHOUT WIRE
2 2. ALBEMARLE AND DRILLING CONTRACTOR (CONTRACTOR) TO ENSURE ALL LOCAL AND STATE PERMITS HAVE BEEN SURFACE FOR SEEDBED PREPARATION. ENVIRONMENTAL CONSULTANTS
a_ OBTAINED PRIOR TO COMMENCING WORK. 3. AREAS TO BE SEEDED WILL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" USE GEOTEXTILE A MIN. OF 36" IN SWCA
0) WIDTH AND FASTEN ADEQUATELY TO
3. ALBEMARLE WILL DESIGNATE A SAFETY MANAGER ON SITE AND IS LEGALLY RESPONSIBLE FOR THE WORK, INCLUDING THE DEEP. THE POSTS USING WIRE A MIN. OF 32" IN
SAFETY OF WORKERS DURING ALL TIMES. 4. IF SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL REPORT. WIDTH AND WITH A MIN. OF 5 LINE 113 Edinburgh South Drive, Suite
5. IF NO SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING STRAW WATTLES
4. NO UTILITIES ARE MARKED ON THE PLANS (BOTH ABOVE AND BELOW GROUND)WITHIN THE MINE PERMIT BOUNDARY. WIRES WITH 12"VERTICAL SPACING. 120Cary North Carolina 27511
W ALBEMARLE SHALL NOTIFY NC811 AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ALBEMARLE AND SPECIFICATIONS. 919.292.2200
w THE CONTRACTOR SHALL ENSURE ADEQUATE TIME TO LOCATE UTILITIES PRIOR TO COMMENCING WORK 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING 2"X2"X3'STAKES, EVERY 5' PROTECTED AREA (p)
O.C. PER STRAW WATTLE www.swca.com
SEEDBED PREPARATION. Q; ADJACENT ROLLS
c� 5. IF UNMARKED UTILITIES ARE DISCOVERED DURING WORK. THE PROJECT GEOLOGIST/ENGINEER AND SAFETY MANAGER w
N 7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER MULCH �1 SHALL TIGHTLY ABUT
o WILL BE NOTIFIED IMMEDIATELY. IS SPREAD. STRAW WATTLES TO BE SET Q PREPARED FOR:
N 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES, ROADS, AND ACCESS AREAS. DAMAGES 3" BELOW GRADE o1 AREA OF
N 8. REFERTILIZE IN SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. w STEEL POST, 8'-0"O.C.
N PROTECTED AREA F-1 DISTURBANCE
O WILL BE REPAIRED IN ACCORDANCE WITH THE UTILITIES OWNER. 9. MAYBE MOWED ONCE OR TWICE PER YEAR. c>1
N AREA OF w1 GEOTEXTILE WITH 12
7. THE LOCATION OF THE AREAS PROPOSED FOR DISTURBANCE ARE APPROXIMATE. NO SURVEY HAS BEEN PERFORMED. 10. RE-SEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. DISTURBANCE I i H1 2
8. THE CONTRACTOR SHALL AVOID ALL WETLAND AND STREAMS AND MAINTAIN A 50 FOOT BUFFER FROM CONSTRUCTION Obi FLOW _ GUUGE WIRE MESH J`` AT �� A�T t
o a l ��2"XZ'XTSTAKES, EVERY 1, L, L,
ACTIVITIES. SEEDING SPECIFICATIONS - - -III-III-III-III- III III-III-III-
5'O.C. PER STRAW
E 9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF NORTH CAROLINA
UNDISTURBED SOIL 1
LAWS CONCERNING EXCAVATION, TRENCHING, CLEARING AND GRUBBING AND OTHER WORK INHERENT TO THE PROJECT. SEED MIX TYPE SEEDING DATES SEEDING RATES -I 1 I II -III III-I III- 1 WATTLE
10. THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS AND ACTIVITIES TO THE SITE AS SHOWN ON THE NC Steep Slope Mix 1 I- III III III KINGS MOUNTAIN- 6"x6"TRENCH I
c DRAWINGS. STORAGE AND PROTECTION OF MATERIALS AND STRUCTURES OFF THE SITE WILL BE BY OTHER (ERNMX-310) all dates 45 Ibs/acre 1-III- - I I I- WITH BACKFILL CLEVELAND COUNTY
ARRANGEMENTS OF THE CONTRACTOR. 1-F 348 Holiday Inn Drive
U) 11. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION STAGING AREA CLEAN AND FREE OF TRASH AND EXCESS DEBRIS Native Habitate Strip Mine Mix Kings Mountain, NC 28086
FOR THE DURATION OF THE PROJECT. (ERNMX-111) all dates 20 Ibs/acre
�I 12. EXISTING FENCES, POLES, SIGNS, MAILBOXES, CURBS, SHRUBS, PAVEMENT, LAWN AREAS, AND OTHER SITE FEATURES SILT FENCE-STRAW WATTLE COMBINATION PROFESSIONAL SEAL:
Q SHALL BE REMOVED AND REPLACED OR REMOVED AND RESTORED IN KIND BY THE CONTRACTOR AS REQUIRED DURING Native Steep Slope w/annual3
U CONSTRUCTION WORK. ALL WORK SHALL BE COORDINATED WITH SITE WORK PROVIDED FOR IN CONTRACT DOCUMENTS. Feb 15-Aug 15 60lbs/acre Scale: NTS 1 i
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co 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR ` �,........•••..�/
o STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. `moo:•oFESS/O41
Native Steep Slope w/grain
14. TO MINIMIZE TEMPORARY CONSTRUCTION IMPACTS AND POTENTIAL SEDIMENTATION TO WATER RESOURCES, ALL EROSION Aug 15-Feb 16 75 Ibs/acre 8' MAX. WITH WIRE -
rye (ERNMX-181-2) = SEAL
AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING WORK. (6' MAX. WITHOUT WIRE)
15. ALL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO _ 040761
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INSTALLATION.
N 16. ALL EROSION CONTROL FABRICS AND STRAW WATTLE MATERIAL SHALL BE PROPERLY STOCKPILED AND HANDLED TO '% �O'•FNGI NE�- •'t`�
o SOIL AMENDMENTS '�, S
N PREVENT DAMAGE TO THE APPROVED AND INSPECTED MATERIAL. MIDDLE AND VERTICAL WIRES N, A11Cll \?�
N 17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION MEASURES THROUGHOUT THE DURATION OF LIME -2000 Ibs/acre or follow recommendations from soil test. SHALL BE 12/2 GAUGE MIN .
N THE PROJECT, INCLUDING INSPECTION AND ANY REPORTING REQUIREMENTS PER THE PROJECT PERMIT PROVISIONS.
co 18. THE CONTRACTOR WILL DETERMINE THE ACCEPTABILITY FOR THE REUSE OF STRUCTURAL SOILS. UNACCEPTABLE FERTILIZER-1000 Ibs/acre 8-8-8 or 10-10-10, or follow recommendations from soil test.
co MATERIAL SHALL BE REMOVED AND STORED ON-SITE AT A LOCATION TO BE DETERMINED. MATERIAL FOUND TO BE
o TOP AND BOTTOM STRAND
ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON-SITE WITH APPROPRIATE EROSION CONTROL MEASURES IN PLACE. MULCH-2000 Ibs/acre small grain straw, anchored properly. SHALL BE 10 GAUGE MIN 24" MAX.
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Q 19. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL BE OBTAINED WITHIN 2 MILES OF THE PROJECT SITE. SEED MIXES ( 18�� MIN . )
UI MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE PROJECT ENGINEER. EROSION CONTROL NOTES
0 1. EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT _ _ _ _ _ _ _ _ _ _ _L11_11!_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
aCONSTRUCTION SEQUENCING OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) STANDARDS AND 1-m-m-m-m-m-marl -� ILm-m-m-m-m-m-m-m-m -m-m-m-11 marl-m-m-m-m ;m--11 rr�m�rl-m-m-m-m-m-m-m Z Q
SPECIFICATIONS.
1. A PRE-CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. '- '-
� 2. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED M
�I 2. FIELD IDENTIFY DRILL PAD LOCATIONS WITH STAKE OR OTHER SIMILAR MARKER AND GPS COORDINATES. PRIOR TO ANY GRADING. WIRE Z
3. IDENTIFY ALL UTILITIES. 3. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER M 0
4. ESTABLISH ALL CONTROLS FOR PROPER LAYOUT OF DRILL PAD AND ACCESS PATH (AS NEEDED). EACH STORM EVENT. EACH DEVICE MUST BE MAINTAINED OR REPLACED IF SEDIMENT GEOTEXTILE LE O N J
n ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. CC
5. CLEAR AND GRUB AREAS, AS NEEDED, FOR INSTALLATION OF SILT FENCE AND/OR STRAW WATTLES AS SHOWN ON PLANS. NOTES G Q
4. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3HAV)
E 6. STABILIZE DRILL PAD FOR LEVEL SURFACE AND MAINTAIN EROSION AND SEDIMENT CONTROL.
D WITHIN 7 CALENDAR DAYS, ALL MODERATE SLOPES (LESS THAN 3HAV)WITHIN 10 C W
0 7. MOBILIZE DRILLING EQUIPMENT AND CONDUCT DRILLING. CALENDAR DAYS, AND FLAT SURFACES WITHIN 14 CALENDAR DAYS ACCORDING TO THE II USE GEOTEXTILE LE A MINIMUM OF GEOTEXTILE W
8. DEMOBILIZE DRILLING EQUIPMENT. SEEDING NOTES. 36 IN WIDTH AND FASTEN ADEQUATELY Z 0
COMPACTED FILL
Lu 5. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN TO THE POSTS AND WIRE AS DIRECTED. - I. j
9. STABILIZE, RENOVATE, AND SEED ALL DISTURBED AREAS. USE WIRE A MINIMUM OF 32"
w COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
U 10. REMOVE EROSION AND SEDIMENT CONTROL ONCE GROUND COVER ESTABLISHED. EROSION SHALL BE PROVIDED AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN 7 IN WIDTH AND WITH A MINIMUM LN
DAYS AFTER COMPLETING THE WORK. OF 5 LINE WIRES WITH 12" VERTICAL Uj
6. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION SPACING . I II I 8„ i i I I I Z Z O
OCCURS WHERE MUD, ROCKS, AND DEBRIS IS TRACKED ONTO PAVEMENT, THE PROVIDE 5'-0" STEEL POST OF III I I , I III I I III Z
Q CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO THE SELF- FASTENER ANGLE STEEL oUi
PREVENT FUTURE OCCURRENCES. TYPE . 4„ i STEEL POST - 2 -0" DEPTH
7. ANY STOCKPILE AREAS SHALL USE TWO ROWS OF SILT FENCE. FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL Uj
J NBE 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY A A MAXIMUM OF 18" ABOVE GROUNDREPRESENTATIVE OF NCDEQW
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9 STATE. INSTALL STRAW WATTLES OR HAY BALES ON SLOPE % - >
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d'p DOWNSLOPE OF DISTURBED AREA. VARIABLE
� � '� � 3.5' i� 1/ WIRE MESH � a
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co 80'x40' CONTROL STONE . SEDIMENT CONTROL STONE w
N 30'ACCEtPAT�.,::/ DRILL PAD __- ; 3.5'
N _ - /; USE HARDWARE CLOTH 24 GAUGE WIRE MESH 2 ft a
o ��/ TROA -40' WITH 1/ INCH MESH OPENINGS. 1 ft min_----EX ;% SECTION A-A INSTALL 5 FT. SELF FASTENER ANGLE STEEL Z
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TYPE C- INTERNAL DRAINAGE. NOT CONNECTED TO
N 50'BUFFER _- STAPLE OR OTHER ACCEPTABLE METHODS. o ~ a
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-0 INTERNAL FEATURES SUCH AS MINE PIT. NO i U a
c A N EROSION SEDIMENT CONTROL DEVICES NEEDED. SPACE POSTS A MAXIMUM OF 3 FT. Cn Cn w O o� rn 80'x40' DRILL PAD i FOR INSTALLATION BETWEEN SECTIONS OF o
0 8o'x4o' 1/ WIRE MESH ¢
z X DRILL PAD PROPOSED SILT FENCE, EXTEND SEDIMENT CONTROL w
Cn TYPEA-ADJACENTTOWETLANDORSTREAM: DRILLHOLE STONE A MINIMUM OF 12" ON EACH SIDE OF > 1U
_+ AREAS ADJACENT TO WETLANDS OR i • SEDIMENT CONTROL STONE LU a-
z SPECIAL SEDIMENT CONTROL FENCE SECTION. Cl) IX
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Q TYPICAL EROSION & SEDIMENTATION CONTROL MEASURES TYPICAL DRILL PAD SUMP LOCATION SILT FENCE SCALE IN FEET
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PREPARED BY:
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