20230324_Mine_Maps_23-01

PREPARED BY:
ALBEMARLE
U . S . , INC .
KINGS MOUNTAIN MINE SWCA
ENVIRONMENTAL CONSULTANTS
CLEVELAND COUNTY, NORTH CAROLINA SWCA
113 Edinburgh South Drive, Suite
120Cary North Carolina 27511
2022 �2023 ACTIVITIES PROGRAM (p)919.292.2200
www.swca.com
EAST MINE ( PERMIT 23-01 ) PREPARED FOR:
A ALBEMARLE
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o KINGS MOUNTAIN
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a) ---- - -/�-'--% / / �:- �j'/ / / / / Av v v vv \ / // '/ /' /////%/ /''/i / // �'/'' ' l /'/' //jllllll ll VA\ v v v v\ I / / / // // / / � -- I, A v-_,: / / l �
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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
SELF-FASTENER ANGLE STEEL
THE PROJECT GEOLOGIST/ENGINEER PRIOR TO DRILLING ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD, CONDITIONS. TYPE, 8'-0" O.C. WITH WIRE,
DRILL HOLE LOCATION MAY VARY. 2. LOOSE ROCKS, ROOTS, AND OTHER INSTRUCTIONS SHALL BE REMOVED FROM
6'-0"WITHOUT WIRE
2. ALBEMARLE AND DRILLING CONTRACTOR (CONTRACTOR) TO ENSURE ALL LOCAL AND STATE PERMITS HAVE BEEN SURFACE FOR SEEDBED PREPARATION. ENVIRONMENTAL CONSULTANTS
OBTAINED PRIOR TO COMMENCING WORK. 3. AREAS TO BE SEEDED WILL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" USE GEOTEXTILE A MIN. OF 32' IN O SWCA
3 WIDTH AND FASTEN ADEQUATELY T 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 ! 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
Q) 4. NO UTILITIES ARE MARKED ON THE PLANS (BOTH ABOVE AND BELOW GROUND)WITHIN THE MINE PERMIT BOUNDARY. 5. IF NO SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING WIRES WITH 12"VERTICAL SPACING. STRAW WATTLES 120Cary North Carolina 27511
c ALBEMARLE SHALL NOTIFY NC811 AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ALBEMARLE AND SPECIFICATIONS.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)919.292.2200
d O.C. PER STRAW WATTLE www.swca.com
SEEDBED PREPARATION. �
E 5. IF UNMARKED UTILITIES ARE DISCOVERED DURING WORK. THE PROJECT GEOLOGIST/ENGINEER AND SAFETY MANAGER w ADJACENT ROLLS
7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER MULCH Q� SHALL TIGHTLY ABUT
WILL BE NOTIFIED IMMEDIATELY. IS SPREAD. STRAW WATTLES TO BE SET Q PREPARED FOR:
0 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES, ROADS, AND ACCESS AREAS. DAMAGES 3" BELOW GRADE 0, AREA OF
8. REFERTILIZE IN SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. w STEEL POST, 8'-0"O.C.
0- PROTECTED AREA L- DISTURBANCE
WILL BE REPAIRED IN ACCORDANCE WITH THE UTILITIES OWNER. 9. MAYBE MOWED ONCE OR TWICE PER YEAR. c�
0) AREA OF wi GEOTEXTILE WITH 12
c 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 ! pi FLOW _ GUUGE WIRE MESH 2 L 8. THE CONTRACTOR SHALL AVOID ALL WETLAND AND STREAMS AND MAINTAIN A 50 FOOT BUFFER FROM CONSTRUCTION J� ALBEMARLEs
ACTIVITIES. SEEDING SPECIFICATIONS a' ��2"XZXTSTAKES, EVERY
RATE -III-III-III-III-III- III III-III-III-, 5'O.C. PER STRAW
U) 9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF NORTH CAROLINA - I-III-I I_I -I I_I _ I_I
Q DATE SPECIES (Ibs/acre) _ - III-III III- III- WATTLE
w LAWS CONCERNING EXCAVATION, TRENCHING, CLEARING AND GRUBBING AND OTHER WORK INHERENT TO THE PROJECT. UNDISTURBED SOIL
c� 10 d KINGS MOUNTAIN
L b APR 1 Kobe espeeza - -III- -III- - -III-
N
10. THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS AND ACTIVITIES TO THE SITE AS SHOWN ON THE FEB 15 to 1 1- I III III III-III- 6"x6"TRENCH
N DRAWINGS. STORAGE AND PROTECTION OF MATERIALS AND STRUCTURES OFF THE SITE WILL BE BY OTHER Bahiagrass 60 �-III-III-III III WITH BACKFILL CLEVELAND COUNTY
N ARRANGEMENTS OF THE CONTRACTOR. Redtop 1 III-� 348 Holiday Inn Drive
o 11. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION STAGING AREA CLEAN AND FREE OF TRASH AND EXCESS DEBRIS Winter rye (grain) 15 Kings Mountain, NC 28086
0 FOR THE DURATION OF THE PROJECT.
o 12. EXISTING FENCES, POLES, SIGNS, MAILBOXES, CURBS, SHRUBS, PAVEMENT, LAWN AREAS, AND OTHER SITE FEATURES APR 1 to JUL 31 Common Bermuda 50 SILT FENCE-STRAW WATTLE COMBINATION PROFESSIONAL SEAL:
r� SHALL BE REMOVED AND REPLACED OR REMOVED AND RESTORED IN KIND BY THE CONTRACTOR AS REQUIRED DURING
CONSTRUCTION WORK. ALL WORK SHALL BE COORDINATED WITH SITE WORK PROVIDED FOR IN CONTRACT DOCUMENTS. Scale: NTS �ARo ,
L JUL 31 to OCT Lespedeza •
a) 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR ` O� •• .�/,�
d STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 25 (unscarified) 30 \` ;�OESS/pN9.•q
German millet 40 • Q <14. TO MINIMIZE TEMPORARY CONSTRUCTION IMPACTS AND POTENTIAL SEDIMENTATION TO WATER RESOURCES, ALL EROSION SEAL
AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING WORK.
15. ALL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO OCT 25 to FEB _ 040761
co
Lu INSTALLATION. 15 Rye (grain-temporary) 120 = `•
QI 16. ALL EROSION CONTROL FABRICS AND STRAW WATTLE MATERIAL SHALL BE PROPERLY STOCKPILED AND HANDLED TO 8' MAX. WITH WIRE '% �0 .. GINE_'
Q SOIL AMENDMENTS (6 MAX. WITHOUT WIRE) '%`,h'U •
U PREVENT DAMAGE TO THE APPROVED AND INSPECTED MATERIAL. 111 AI11m,W\ 0
E 17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION MEASURES THROUGHOUT THE DURATION OF LIME -2000 Ibs/acre or follow recommendations from soil test.
M THE PROJECT, INCLUDING INSPECTION AND ANY REPORTING REQUIREMENTS PER THE PROJECT PERMIT PROVISIONS.
0 18. THE CONTRACTOR WILL DETERMINE THE ACCEPTABILITY FOR THE REUSE OF STRUCTURAL SOILS. UNACCEPTABLE MIDDLE AND VERTICAL WIRES
� FERTILIZER-1000 Ibs/acre 8-8-8 or 10-10-10, or follow recommendations from soil test. SHALL BE 121/2 GAUGE MIN.
MATERIAL SHALL BE REMOVED AND STORED ON-SITE AT A LOCATION TO BE DETERMINED. MATERIAL FOUND TO BE
°' ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON-SITE WITH APPROPRIATE EROSION CONTROL MEASURES IN PLACE. MULCH-2000 Ibs/acre small grain straw, anchored properly. W
19. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. SEED MIXES Z
MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE PROJECT ENGINEER. EROSION CONTROL NOTES TOP AND BOTTOM STRAND
N SHALL BE 10 GAUGE MIN. 24" MAX.
0 1. EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT
N CONSTRUCTION SEQUENCING OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) STANDARDS AND (18 MIN . )
Z
N SPECIFICATIONS.
m 1. APRE-CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED 1-marl-m-m-m-marl -f�T Il-m-m-m-m-m-m-m-m-m -m-m-m-marl-m-m-m-m-� ;m=rr�m-frl-m-m-m-m
0 2. FIELD IDENTIFY DRILL PAD LOCATIONS WITH STAKE OR OTHER SIMILAR MARKER AND GPS COORDINATES. PRIOR TO ANY GRADING. Z
3. IDENTIFY ALL UTILITIES. 3. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER WIRE = M O
Q EACH STORM EVENT. EACH DEVICE MUST BE MAINTAINED OR REPLACED IF SEDIMENT N
U 4. ESTABLISH ALL CONTROLS FOR PROPER LAYOUT OF DRILL PAD AND ACCESS PATH (AS NEEDED). O N NI J ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
5. CLEAR AND GRUB AREAS, AS NEEDED, FOR INSTALLATION OF SILT FENCE AND/OR STRAW WATTLES AS SHOWN ON PLANS. GEOTEXTILE
0 4. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3HAV)
c 6. STABILIZE DRILL PAD FOR LEVEL SURFACE AND MAINTAIN EROSION AND SEDIMENT CONTROL. WITHIN 7 CALENDAR DAYS, ALL MODERATE SLOPES (LESS THAN 3H:1V)WITHIN 10 NOTES C W
c 7. MOBILIZE DRILLING EQUIPMENT AND CONDUCT DRILLING. CALENDAR DAYS, AND FLAT SURFACES WITHIN 14 CALENDAR DAYS ACCORDING TO THE W
8. DEMOBILIZE DRILLING EQUIPMENT. SEEDING NOTES. USE GEOTEXTILE A MINIMUM OF GEOTEXTILE
2 36" IN WIDTH AND FASTEN ADEQUATELY P W Z
cn 5. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN
9. STABILIZE, RENOVATE, AND SEED ALL DISTURBED AREAS. COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN TO THE POSTS AND WIRE AS DIRECTED. COMPACTED FILL Q
Y 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 USE WIRE A MINIMUM OF 32" W
0 DAYS AFTER COMPLETING THE WORK. IN WIDTH AND WITH A MINIMUM _ - W W
6. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OF 5 LINE WIRES WITH 12" VERTICAL Z
NT, THE
0 COONTRACTOR SHALL CLOAN THE PAVEMEINT AND INSTALL ADDIS IS TRCKED ONTO T ONALEMEASURES TO SPACING.PROVIDE 5'-0" STEEL POST OF III III 811
; I I I III-III-III Q
0 PREVENT FUTURE OCCURRENCES. THE SELF-FASTENER ANGLE STEEL o i `� M
ti TYPE . 4„ , STEEL POST - 2 -0 DEPTH N
N 7. ANY STOCKPILE AREAS SHALL USE TWO ROWS OF SILT FENCE. FOR MECHANICAL SLICING METHOD W Cn 0
N 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY A INSTALLATION, GEOTEXTILE SHALL J
REPRESENTATIVE OF NCDEQ-DEMLR. BE A MAXIMUM OF 18" ABOVE GROUND -
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