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Home My WebLink About20240320_Mine_Maps PREPARED BY: ALBEMARLE A U . S . , INC ■ KINGS MOUNTAIN MINE SWC CLEVELAND COUNTY, NORTH CAROLINA ENVIRONMENTAL CONSULTANTS SHEET INDEX SWCA 113 Edinburgh South Drive,Suite SITE ACCESS UTILITIES RELOCATES , AND 120Cary North Carolina 27511 (p)919.292.2200 1 .0: COVER www.swca.com PREPARED FOR; -CSCREENING BERM ACTIVITIES 2.0: ACTIVITY LOCATIONS - VIEW 2.0 0 2.1 : ACTIVITY LOCATIONS - VIEW 2.1 A ALBEMARLEt` C EAST MINE ( PERMIT 23-01 ) 2.2: ACTIVITY LOCATIONS - VIEW 2.2 RECEIVED w KINGS MOUNTAIN ,._��wJ 2.3: ACTIVITY LOCATIONS - VIEW 2.3 CLEVELAND COUNTY _16 PLAN SETo 'F�' 348 Holiday Inn Drive map QUALITY SECTION 2.4: ACTIVITY LOCATIONS - VIEW 2.4 Kings ountain, 28 6 L - - - - PROFESSIONAL SEAL: 2.5: ACTIVITY LOCATIONS - VIEW 2.5 CAR irrl,l,,,, KINGS MOUNTAIN , NORTH CAROLI NA - - o�... .• - . ..t,� �N 0 2.6: ACTIVITY LOCATIONS - VIEW 2.6 JAN UARY, 2024 _ SEAL _ 040761 = 2.7: ACTIVITY LOCATIONS - VIEW 2.7 2.8: ACTIVITY LOCATIONS - VIEW 2.8 •• `- M W 2.9: ACTIVITY LOCATIONS - VIEW 2.9 0 L 3.0- CONSTRUCTION ACTIVITY NOTES AND DETAILS uj 0 3.1 ACTIVITY LOCATIONS NOTES AND DETAILS W Z _z a a 3.2: EROSION AND SEDIMENT CONTROL, NOTES AND DETAILS uj Z W Clf W 0 4.0.- RECLAMATION MAP - VIEW 4.0 r ~ . Z O !ZM � > 4. 1 . RECLAMATION MAP - VIEW 4.1 Q VIEW 2.0/4.0 = ..j .. T HwV EAST MINE BOUNDARY PERMIT 23-01 4.2: RECLAMATION MAP - VIEW 4.2 cn �C d W 0 Y x Z to,) M v, 4.3: RECLAMATION MAP - VIEW 4.3 LJJ W C) CL W o 4.4: RECLAMATION MAP - VIEW 4.4 z W J W U t�i M ? o n VIEW 2.1/4.1 VIEW 2.2/4.2 4.5: RECLAMATION MAP - VIEW 4,5 = Z U Uj CO W 0 4.6: RECLAMATION MAP - VIEW 4.6 W < w OC _ Q W 4.7: RECLAMATION MAP VIEW 4.7 Q to rn d PLAN"' W m 0 1=ACIL Ty ►�- 4.8: RECLAMATION MAP - VIEW 4.8 Q LU Cn 4.9: RECLAMATION MAP - VIEW 4.9 VIEW 2.4/4.4 VIEW 2.514.5 VIEW 2.6/4.6 r N 5.0: RECLAMATION MAP NOTE AND DETAILS VIEW 2.3/4.3 - y--� 6.0: 7.5-MINUTE USGS QUADRANGLE MAP W Uj a 7.0- COUNTY HIGHWAY MAP VIEW 2.714.7 VIEW 2.8/4.8 8.0: ADJACENT PARCELS MAP coIn LU LU AFFECTED ACREAGE TABLE o a CL _ --- --- - ---- T � o CURRENT ' i TOTAL Uj N L •• i PROPOSED CHANGE TO CATEGORY I AFFECTED - AFFECTED a -- AFFECTED ACREAGE -- - m EAST MINE BOUNDARY (PERMIT 2 - - - --_--_--- - -- o-- -ACREAGE -- ---� -- -- -- --ACREAGE F a v _ P T 3 01 Tailings/ Sediment Ponds 0.00 0.00 - 0.00 c a VIEW 2.914.9 Stockpiles 0.00 0.00 0.00 L . o Waste Piles 0.00 0.00 0.00 a W N g a Processing Areas/ Haul Roads 7.50 7.05 14.55 Mine Excavations 0.00 45.08 45.08 Others 11.00 119.99 130.99 a Total Affected Acreage 18.50 172.12 190.62 ©ATE: 01/3112024 Total Permitted Acreage 614.31 614.31 614.31 PROJECT#: 70316 c 0 1000 2000 m Q r o Contact: John Kuhn SCALE IN FEET .� VIEW INDEX PLAN john.kuhn@albemarle.com BASE MAP SOURCE.https:llmaps.viewprogis.comlecplkingsmoontain-nc# SHEET o j (704)-231-4208. a. 1 .0 x x F, SHEET INDEX PLAN v`- K yY,' i 73283 - LEGEND _ _ PREPARED BY. — -- _ r'. --- -- --- — - -— - -- -— ----- \'h'* EAST MINE PERMIT BOUNDARY (23-34) --- DEWATERING PIPELINE yam" `X I . 'I', -I _ _3470 E MINE PERMIT B UNDARY 3 01 I I AI,-.�I - — — � W ST O (2 - ) _ . ._. 44kV LINE DEMO , 12604, . ' — EAST MINE 25' PERMIT BOUNDARY BUFFER _ 44kV RE-ROUTE ENYIRflNMENTAIC CONSULTANTS y` _ , _ - °= 2 0 i ( COMMON WEST/EAST BOUNDARY - NO BUFFER 44kV ACCESS ROAD (15`) SWCA k ` 12595 - PROPOSED NEW LOCATION 44kV LINE STRUCTURE 113 Edinburgh South Drive Suite 2' CONTOUR ' ` X - — SEWAGE LINE DEMO 120C Carolina 27511 .- North 2.1 2.2 . 1, 1 ,--- --1 Y,, :-' 1 a P)919.292.2200 0 CONTOUR 12602 _ EDGE OF PAVED ROAD SEWAGE RE-ROUTE www.swca.com _ I .__ - - -- - ,� - - -- - - 12606 - _ _ NATURAL GAS LINE DEMO PREPARED FOR: — EDGE OF DIRT ROAD g 2.4 2.5 2-6 ; 12594] r - NATURAL GAS LINE RE-ROUTE d 2'3 1 EAST MINE BOUNDAR MIT 23-0 EXISTING TREELINE-- ;; . 12607� Y {PER 1) W FIBER OPTIC CABLE W ---- -- 2-Vr:..2J0-�-__=7d2.�DmT-M0_�c00c0UUE1m00ztcYLmLrV0=�I=aL35(0�a;(Y"0cmaa4--caarca("-ue)>0NEUEZ1-�unoeI�7nc__i.a_))_I)_:_)3))))));):)):3:))))i;:i,)1 1 i1I -,I;-,-"I"_I;,I._.,1_,,_-,�"I_,�1_-,-,__1 I,.,_I,`I.'_-.I_I-,('..,�I-I.-_.I,,I-'I:�\I I I-�,_.I-I\,.-,,,..V-1,,.,i�-,,,,1'I I,1.1/1.I.-I I-./,I-.I=,I,I.,1�/,I.-I,I-,I,,,,,.IIq,,I\I,.I,-/,,-I.-.,,/,--I I_,I-..-1 1I-I',I,,,1_-I,-----,"-.I I I'III_X.-.-",-;,I.II1\.I I.,",-."-.I'm,.,I.Ie I,1__II,n.,-II ZII.,,&I-_-I..,..V,_-I--,@_.-'II,I.I.-.M II I.__,!I':-"\-,,,-.I"I I_I._,2"--I.,_IiI I_I.I.0 t_I_,I--Z,,,,,._-I,,_M.I,-_Z-,F-LI_-I11- :,:.I-j,,_�1___,I_,-,-I_"�.-_.\1,,-I.-_----/-\Ii-,�;-IIL�j.I-i,-!4..)%,.I1 4.1;_,-.%r1-Lk�-_,.,7_""11--,I-,,--I V I-__1"I_,1_1-1I-."-..'.__"_,I__,11-,1_.,I-1 I,A""___,I";,,I I_I-,.-"_�_-1�_-.'I-.-1 I_.1....N,-._-1.-II1II,-Z,1___II--_/A-I_-1-.-,_/v./-,\-_.-,-,-I_"_' ,,I/II/.I';-i-/,,\1,:,�I1'1 1 1,,1I I I\..�,,I"I1,,I%,I;1"-,),f"I,I I I."I 1I I.I I...I1 4"--%_/,1_,.!-%1.,"1I,,,-�,/_,1'._.I/,�,.I.1".I II I,-N.",-A��I'-.-\,\IQ,,-/"I.l I I1 i..,I I t!.I__/.II,_""*."a 1'1 II I_..1,.,11\/.p"f/".Ii.,-1,\-0.I,6,I/I-,,",II-,i�1,.A�,_�,--iI_"s1,.I"--1,2�1 1�",.tr,k./I.,I\\AL/i/;'1 I,/,",/>,_1-,�,:II I�I/_I' IIIII 1 I I\.,,""'-."4,1�,/",-I',11-,"_1 I�I\,,r:-1,,-IIx1.V-k I..-.\---.-(.I`1,A1.,,,'_,,_I,I_.;*",,,-;."".,',.1'1.-,_.-iI-,I 11-�.-\"II I 1 11;.%'.I1�,,I,%-!_I--I%'"'.II k,II,_I I-1'..,.\,_1.,\ I/,7II.-*z....I.,.,I.1\\I'.I�",.,;.\I,,.-I--,l;,,:l,.,"-I.I�\\./.I;II,I,;�vI;II.;I.,II,"..__,?I'-I�/.1,"-,_!"/_,._I_1--,lI�1:i/I_,I.1 i14-I.'.-I:_--";_�/,j.-_II�,,../,_j Ai--:.I--IZ"',�.,tI,/-:_,'-.1 f!_I\�,I 1_,-_-,4,,",.,�L,-.�1..--6q"IxL---,II-I�'1-,-`,1i,_-r 1--Y_j/.-1-/I,..,_:_.I, .--,I L!N,j.III,/;.. 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' 6 —:, _, NEW ACCESS ROAD CLEVELAND COUNTY . __ WETLANDS �I�� 348 Holiday Inn Drive `` �637 ACCESS ROAD RE-ROUTE Kings Mountain NC 28086 o h`,- -- - — SCREENING BERM. / 12 sF SILT FENCE 2023 ACTIVITIES LOCATION (TYPE A) - n_ - _ T 3 1 FO y PROFESSIONAL SEAL: � N ___ -_1 ilk \` S SECTION / \ � h - SITE SECURITY FENCE 2023 ACTIVITIES LOCATION (TYPE B) SEE DETAIL SH - - 60350 TYPI CAL CROS +�1111111u, ,. o _- /' 0' x 10' GRAVEL BASE FOR NEW \`\�+ jr%�i — - \ ''F 1 2023 ACTIVITIES LOCATION (TYPE C) \`' ,\A � 0 rri !^'` PP�_. t --- --- - _'' F COMMI INiCATION TOWER FALL LOCATION .,,�\,\(� �Sslo ...'y/,',,, - E `/1 , - " q� 0 — —r _ J " ' / r— SCREENING BERM SVIPPP OUT 91 ��(iq`,q a W E 1� - -- - 1.12609 -- - _ ��\ 00000 PARCEL IDENTIFIER _ SEAL - c �P _ - - r — � _ ' - AREA OUTSIDE OF PERMIT BOUNDARY 040761 �� ( _ \ -- - r ROM LAYDOWN AREA ,1�'7J{ _ SU `; - �\ - - -- - - - 1 — FUEL, SOLVENT_ AND CHEMICAL AREA ''� gyp'' NGINEER :� - r- S ,�,�. J A - - - _ - - *. oN I ----- S�UA C. P%N\0`, NOTE LOCATIONS AND EROSI AND SEDIMENT CONTROL �--• - - - — - -- - MEASURES SUBJECT TO CHANGE BASED ON FIELD CONDITIONS _ OFFICE AREA ll, rl l 4+�+�`� o ___ - f ,x - — - - x - - -- _- - -- --- . . . 1/ '" - , r r �� l ' \ ' _- \ ` 1 ` - - / , r r� r W '_ / C 64355 ,.f' .4I /' f ,'; _ --- - 147138� - / ,' - 48486 - - - x \ —_ — — - __ -- _- -- -- -- - -- - -_ - '/ l- . a 10' x 10' GRAVEL BASE FOR NEW m ,� - - -- - -- - - - - \- k - w`'�--�-'- � "'I► __-• ------ - - - --- -- -- __-- - -- -- - -- — g� `\` _- - -- -COMMUNICATION TOWER --- 1 , ', / / .rW 12637 d `� /` - fie. 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PREPARED BY: SHEET INDEX PLAN SWCA " zo, ENVIRONMENTAL CONSULTANTS A AREA OF PIT c—L DISTURBANCE SWCA 'ZI I X 17/1, x 113 Edinburgh South Drive, Suite 120Cary North Carolina 27511 F 12847 x KINGS MOUNTAIN PIT LAKE (p�919.292.2200 A f., 2�1 2.2 3: 03 CQ www,swca.com Cb If PREPARED FOR: ar A 2.3 12852 12848 (13 w ALBEMARLE KINGS MOUNTAIN 62351 12852 LU CLEVELAND COUNTY 348 Holiday Inn Drive T Kings Mountain, NC 28086 PROFESSIONAL SEAL: N (y) 1< \A CARO 7�, 'w E 0- SEAL r 040761 PROVIDE SILT FENCE AT < w CIS, STREAM 13UFFER S A 7 7.7- -7 JI 0 AR DIS, LLJ c) BUFFER TEST BLASTING AREA. n PROVIDE SILT FENCE < . / - I I 4, E IT 23-01) EAST MINE BOUNDARY(PERM' 40, AROUND WETLAND W < SEE SHEET 3.1 FOR LLI c%j ..... . ce) C) LU 03 LL DISTURBANCE AREA OF PIT DETAILS- Uj PROVIDE SILT FENCE AT 4 !U) cn < z CO 16\ WETLAND BUFFER cy) 850 -- -- --- ULJ LLj ca871) -771 CL LAMM E 90 0 DEWATE RING 9 00- < �d PIPELINE DEWATERING r 9 c w > ) FACILITY r cn Uj MINE PIT LU DEWATERING 930 (n cn Uj -940 Uj 19- _920 LU ...................... < cn MINE PIT 44kV LINE LU I, Ij TE --"Now DEWATERING RE-ROU FACILI TY J AREA CONTAINING CHEMICALS, SEE SHEET 3.1 FOR DETAILED SITE PLAN cn FOR DEWATERING FACILITIES, Z_—— I 'I ' I , % "q 6 361 . -A ch > I bpi - DEWATERING 10' x 10' GRAVEL BASE FOR Uj 6A NEW COMMUNICATION TOWER OUTFALL PIPELINE, 004 77 0) < fit 0 "q CL 0 cn AW LU AREA CONTAINING FUEL C6 C) w SOLVENTS. 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S STABILIZED t 4' %�- NO NEW DISTURBANCE /r r,/i /` !,-_X.,-I,�,,I,'",_0 1L*__114/1 f_,_,�,.,O�/(/X,1.-1-,e I1i JI; U t fUFF I. 4I a �� / /fr, -- � - . " / i' /` %1` 'f \\\ �i Q' 1 i -_ _ ,c� I CONSTRUCTION b`' r T O /', �` . .. /"- - 'r f;' a E ENTRANCE t� . - �?� .. " / , s' ;� z a mk w - I - _- 1i ,,r r 12798 ,ram w tt) I Z s / t r J r'�' - r r / rrr , 1 e - -,/ Qt - _ .. •, Ali S a�Y i _, .. _ I I/ ;` f rn . - - - G. /. J � Q ROM -. ,- - _ _,, �' \ / 44kV LINE DEMO ./ ./ -- -- �� `� f a _ ,: P SEAS -�- - ' -- /` -/` i; ,- ti: ?- ;,: - .. s \ - � • ,,p` �`i. .�'- __- ` .' Ali 'Z A O ./ SHEET INDEX PLAN o T - - - m - . Y :1 - s.� "\ -,ram. .--=- , ` r- ' � - _ 1.. � ,. i J' ,r -i�r ►U- \ � I - .- \ � � Z - � � ► z z en } , r f ROM LAYDOWN _ \ c, -._ - O r ✓ W R .� ! J 5 '.E .0 � AREA \ / J � , - ,' �,F ,` o \ - / - \ \ _ PROVIDE SILT I - "\ .,l f,= r J f ____ 1 - V 30 WIDE \ - �{ R :.', / FENCE/STRAW WATTLE r: - cn c3 cD F L \ , w F ACCESS - -- JR . . 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J - - --- 2,3 0 I -' M O . i 1 -. : - y x i _ -_ - - 27 28 a w a) ,' -" DATE: 01131/2024 ID , , r _.; PROJECT# 70316 m . 0 100 200 Q , r . - SCALE IN FEET m - SEE SHEET 2.0 FOR LEGEND -0 - '._ V ,. ., AND DISTURBANCE TABLE a _ 2.9 PREPARED BY: HATES, GENERAL NOTES '.LSE Y1NIMlN1 02 IN_ DIAIETEH E3CEL5TOk WATTLE AMC LENGTH OF 10 Fr. E A I 1. THE PROJECT PLANS ARE INTENDED AS A GUIDE. THE ACTIVE DRILL HOLE PAD LIMITS WILL BE DETERMINED IN THE FIELD BY SEEDBED PREPARATION NOTES W NOT M 2 1W TNENCH FOR MATTE 7O BE PACED. 1. EROSION AND SEDIMENT CONTROL MEASURE TO BE MAINTAINED AS BASED ON FIELD NOT PLACE WATTLE DH THE OF SLOPE. THE PROJECT GEOLOGIST/ENGINEER PRIOR TO DRILLING ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD, CONDITIONS. "ROAD;WAD USE 2 Fr. WOMEN STAKES WITH A 2 IN. BY 2 IN_HOYENAL CRDSS SECTION. SWCA DRILL HOLE LOCATION MAY VARY. -FILL AER TgAWE3�NE'N1MpT OF LEz7oFGROPA DSTAf¢s AND a DCkNlY LaPE sTA�4 A AN 2. LOOSE ROCKS, ROOTS, AND OTHER INSTRUCTIONS SHALL BE REMOVED FROM I MATERIAL PROVIDE WEDGES TTL IF O•,25 CN.DIAMETER STEEL WERE FORED INTO A ENVIRONMENTAL CONSULTANTS 2. ALBEMARLE AND DRILLING CONTRACTOR (CONTRACTOR)TO ENSURE ALL LOCAL AND STATE PERMITS HAVE BEEN SURFACE FOR SEEDBED PREPARATION. D SHAPE NOT LESS THAN +2^IH LENGTH. [� OBTAINED PRIOR TO COMMENCING WORK. 3. AREAS TO BE SEEDED WILL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. INSTALL STAPLES APPROXIMATELY EVERY R LINEAR FOOT DN BOTH SIDES OF SWCQ WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. 3. ALBEMARLE WILL DESIGNATE A SAFETY MANAGER ON SITE AND IS LEGALLY RESPONSIBLE FOR THE WORK, INCLUDING THE 4. IF SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SOIL REPORT. MOkTTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED. SAFETY OF WORKERS DURING ALL TIMES. 5. IF NO SOIL TEST TAKEN, PROVIDE FERTILIZER AND LIME ACCORDING TO SEEDING INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SCUION IMS OF THE 113 Edinburgh South Drive,Suite STANDARD SPECIFICATIONS. 4. NO UTILITIES ARE MARKED ON THE PLANS (BOTH ABOVE: AND BELOW GROUND) WITHIN THE MINE PERMIT BOUNDARY. SPECIFICATIONS. FENCE WATTS\ 120Cary North Carolina 27511 n� ALBEMARLE SHALL NOTIFY NC811 AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ALBEMARLE AND 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING ��\ (p)919.292.2200 THE CONTRACTOR SHALL ENSURE ADEQUATE TIME TO LOCATE UTILITIES PRIOR TO COMMENCING WORK SEEDBED PREPARATION. fro www.swca.com 5. IF UNMARKED UTILITIES ARE DISCOVERED DURING WORK_ THE PROJECT GEOLOGIST/ENGINEER AND SAFETY MANAGER 7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER MULCH IS OF F1LL� INSET A d a WILL BE NOTIFIED IMMEDIATELY. SPREAD. ISOMETRIC VIEW � PREPARED FOR: � I ; 8. RE-FERTILIZE IN SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. c13 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES, ROADS, AND ACCESS AREAS. DAMAGES uj WILL BE REPAIRED IN ACCORDANCE WITH THE UTILITIES OWNER- 9. MAY BE MOWED ONCE OR TWICE PER YEAR. 1"-2'' TeENCH 10. RE-SEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. FILL SLOPE 12" WATTLE 0 7. THE LOCATION OF THE AREAS PROPOSED FOR DISTURBANCE ARE APPROXIMATE, NO SURVEY HAS BEEN PERFORMED. roe; N� a I SILT FENCE MST rr �� {{ nn 8. THE CONTRACTOR SHALL AVOID ALL WETLAND AND STREAMS AND MAINTAIN A 50 FOOT BUFFER FROM CONSTRUCTION SEEDING SPECIFICATIONS ~ t N" s„TE�� UPSLOPE STAKE _A ALBL:MA RLE` ACTIVITIES. p- W 9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF NORTH CAROLINA !-"''-1 SEE INSET A O LAWS CONCERNING EXCAVATION, TRENCHING, CLEARING AND GRUBBING AND OTHER WORK INHERENT TO THE PROJECT. "o 10. THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS AND ACTIVITIES TO THE SITE AS SHOWN ON THE I"�-,FT. a KINGS MOUNTAIN SEED TYPE MIX SEEDING DATES SEEDING RATES DRAWINGS. STORAGE AND PROTECTION OF MATERIALS AND STRUCTURES OFF THE SITE WILL BE BY OTHER ,3•'MTiLJp1 STAPLE CLEVELAND COUNTY C3 ARRANGEMENTS OF THE CONTRACTOR, L ooWvsLOPE STAKE VIEW FROM SLOPE 348 Holiday Inn Drive N 11. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION STAGING AREA CLEAN AND FREE OF TRASH AND EXCESS DEBRIS NC Steep Slope Mix(ERNMX-310) all dates 20 Ibs/acre SIDE VIEW Kings Mountain, NC 28086 FOR THE DURATION OF THE PROJECT. y 12. EXISTING FENCES, POLES, SIGNS, MAILBOXES, CURBS, SHRUBS, PAVEMENT, LAWN AREAS, AND OTHER SITE FEATURES SILT FENCE WATTLE OUTLET DETAIL PROFESSIONAL SEAL: SHALL BE REMOVED AND REPLACED OR REMOVED AND RESTORED IN KIND BY THE CONTRACTOR AS REQUIRED DURING Native Habitats Strip Mine Mix(ERNMX-111) all dates 20 Ibs/acre 14ii;1f11111/ E CONSTRUCTION WORK. ALL WORK SHALL BE COORDINATED WITH SITE WORK PROVIDED FOR IN CONTRACT DOCUMENTS. _ Scale: NTS \� � CAR��r'�, W 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR Native Steep Slope w annual rye �`��\�. ' .ESS/•, STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. Feb 15-Aug 15 60 Ibs/acre �-.`'OF (ERNMX-181) •:Q4 4� 2i 14. TO MINIMIZE TEMPORARY CONSTRUCTION IMPACTS AND POTENTIAL SEDIMENTATION TO WATER RESOURCES, ALL EROSION n AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING WORK. Native Steep Slope w grain rye _ SEAL Aug 15-Feb 16 75 Ibs/acre 5'-C" STEEL POST OF THE SELF-FASTENER ANGLE - 040761 _- u1i 15, ALL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO (ERNMX-181-2)INSTALLATION. STEEL TYPE, 8'-0" 00 WITH WIRE, 6'-0" WITHOUT - 16. ALL EROSION CONTROL FABRICS AND STRAW WATTLE MATERIAL SHALL BE PROPERLY STOCKPILED AND HANDLED TO SOIL AMENDMENTS WIRE PREVENT DAMAGE TO THE APPROVED AND INSPECTED MATERIAL. USE GEOTEXTILE A MIN. OF 36" IN WIDTH AND FAST/=N f f`�fr/UA 2, 17. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION MEASURES THROUGHOUT THE DURATION OF LIME -2000 lbs/acre or follow recommendations from soil test. ADEQUATELY TO THE POSTS USING WIRE A MIN. OF 32" IN WIDTH GEOTEXTILE WITH 122 rl �-(9 THE PROJECT, INCLUDING INSPECTION AND ANY REPORTING REQUIREMENTS PER THE PROJECT PERMIT PROVISIONS. AND WITH A MIN. OF 5 LINE WIRES WITH 12"VERTICAL SPACING. GUAGE WIRE MESH UJ R - - -�FERTILIZER-1 lbslacre 888 or 10-10-10 or follow recommendations from soil test 1 v 1$. THE CONTRACTOR WILL DETERMINE THE ACCEPTABILITY FOP,THE REUSE OF STRUCTURAL SOILS. UNACCEPTABLE . � � STRAW WATTLES MATERIAL SHALL BE REMOVED AND STORED ON-SITE AT A LOCATION TO BE DETERMINED. MATERIAL FOUND TO BE 2'X2"X3' STAKES, EVERY 5' O.C. PER STRAW WATTLE -` E ACCEPTABLE FOR REUSE SHALL BE STOCKPILED ON-SITE WITH APPROPRIATE EROSION CONTROL MEASURES IN PLACE. MULCH-20001bs/acre small grain straw, anchored properly. aI ,- ADJACENT ROLLS 19. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. SEED MIXES SHALL TIGHTLY ABUT MAY BE USED FROM NURSERIES BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE PROJECT ENGINEER. EROSION CONTROL NOTES STRAW WATTLES TO BE SET 3" BELOW GRADE 0 AREA OF .- STEEL POST, 8'-0" O.C. 1. EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA DEPARTMENT DISTURBANCE � PROTECTED AREA OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) STANDARDS AND AREA OF DISTURBANCE I, QCONSTRUCTION SEQUENCING SPECIFICATIONS. I FLOW _ elPROTECTED AREA ^ U 1. A PRE-CONSTRUCTION MEETING SHALL TAKE PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2"X2"X3'STAKES, C ! 2. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED _ _ _ _ I - h_I I N - I l- I I I=I I I-I I I=I I I=I1 I I I=I'Z= EVERY 5' O.G. W 2. FIELD IDENTIFY DRILL PAD LOCATIONS WITH STAKE OR OTHER SIMILAR MARKER AND GP S COORDINATES. PRIOR TO ANY GRADING. -III-III-III I I i -� 1 PER STRAW ,Q �°'"'� W E 3. IDENTIFY ALL UTILITIES, 3. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER II I.IIII -I I �II II -III UNDISTURBED SOIL WATTLE I - II I r W U) EACH STORM EVENT. EACH DEVICE MUST BE MAINTAINED OR REPLACED IF SEDIMENT I I=I I(-III-I F- (I-III- 4. ESTABLISH ALL CONTROLS FOR PROPER LAYOUT OF DRILL PAD AND ACCESS PATH (AS NEEDED). I_ - 6"x6" TRENCHU11 U > ,J ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. III=I I -III=IIIi WITH BAGKFILL I Y ^5. CLEAR AND GRUB AREAS, AS NEEDED, FOR INSTALLATION OF SILT FENCE AND/OR STRAW WATTLES AS SHOWN ON PLANS. -I I( I C) Q �.. Q �1 4. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3H.1 V) j 6. STABILIZE DRILL PAD FOR LEVEL SURFACE AND MAINTAIN EROSION AND SEDIMENT CONTROL. LLJ WITHIN 7 CALENDAR DAYS, ALL MODERATE SLOPES (LESS THAN 3H:1V) WITHIN 10 LU 0 7. MOBILIZE DRILLING EQUIPMENT AND CONDUCT DRILLING. CALENDAR DAYS, AND FLAT SURFACES WITHIN 14 CALENDAR DAYS ACCORDING TO THE SILT FENCE-STRAIN WATTLE COMBINATION c 8. DEMOBILIZE DRILLING EQUIPMENT. SEEDING NOTES. IIX Cn E 9. STABILIZE, RENOVATE, AND SEED ALL DISTURBED AREAS. 5. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN Scale: NTS W LU (� v COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN Lt W Q a 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 W m W Q DAYS AFTER COMPLETING THE WORK. Z -, LJ 6' MAX. WITH WIRE 6. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION �"� Z 0 LU OCCURS WHERE MUD, ROCKS, AND DEBRIS IS TRACKED ONTO PAVEMENT, THE {GMAX. WITHOUT WIRE) =3 . CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO Z PREVENT FUTURE OCCURRENCES. MIDDLE AND VERTICAL WIRES W ♦^ Cn W U) SHALL BE 12�2 GAUGE MIN, Cn Cn U 7. ANY STOCKPILE AREAS SHALL USE TWO ROWS OF SILT FENCE. W 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY A TOP AND BOTTOM STRAND < W 0 'c REPRESENTATIVE OF NCDEQ-DEMLR. SHALL BE 10 GAUGE MIN_ T24" MAX. M UCO 8" MIN.} W E k I 0 � `'• � 'R � k! ��1Y ' d `+6,, n $"o... ��`� _4 �••.` ��055� `•.y -ems -�,_...._---•.,q,,, 0 � B ( e -0k iF � l �- � 1 '' D � _. _ S ,5 k"� . •2 y` .a 4-.\ '..cam "'•_"" .<..--..- \ y k•, ` I t ° e i y / 9 .4 • �yH �m w ,� <� ,. m_�-_-o.- 9• k i t i l q s ;s ITT/ WIRE i '`a t 3 °Sy` Z �C., ,.-,a.. "-"'-"z.... �`S ''- ''^.. `• .+..-,. �� w1 f R A J 1 •a // IT z g ` aF v Yt Iy a4 �� , TYRE B-NOT ADJACENT TO VVETLAND OR STREAMS. j // f� w I GEOTEXTILE � ' '"�> '> ti, � 6, •`a. 'q ``�. � •`�y-... "'bS '�., �. ♦. ''�=, AREAS LOCATED DISTANT FROM WATERS OF THE ��. U `~�-,. '->»_ - "R `, �� BUT WHERE SLOPES AND TOPOGRAPHY COULD / :''i` r� r M I NOTES STATE,B � CAUSE RUNOFF 1N THE DIRECTION OF WATERS OF THE r'` j <'� l 4' I E "L °� �` ° ,` ~' t ; 6 STATE.INSTALL STRAW WATTLES OR HAY BALES ON j j, ./� .�%'y �+ �-� { I USE GEOTEXTILE A MINIMUM OF GEOTEXTILE DOWNSLOPE OF DISTURBED AREA. ? .'' ��' SLOPE �.�' I" I I 36" IN WIDTH AND FASTEN ADEQUATELY COMPACTED FILL J LIU Ia_.__ •'4 °'� '}�T��x,t~� `'o�„ ��; e � Jry �' ._!' $Q°fi$f� �.A^'�� s/ s ?�r �? / /,.'sss� �j �� 3_5' I TO THE POSTS AIaJ[) VYIRE AS T)IREGTEO. Q' fM 1 !f / s: s/ USE WIRE A MINIMUM OF 32' } r 3a ACCESS PATH ;DRILL PAD �' .�- "JI` , IN WIDTH AND WITH A MINIMUM _ w O �.> � Y .se `° r ° _ = _ j f s�" > /' �,� OF 5 LINE WIRES WITH 12" VERTICAL ,I - CD �n- �,. s Jam_ j � s � � SPACING. -_ - �, i 4 .' = a s- r , 3 5' � - 1� I If-I (� i t, K .. @ , ` d• _ `'�X°, rrI��._ ` 1=1 I 1-- O 1 ry♦ :.° Ad !d a r a ' " .. �-� _.j(1_ r� k� /Y ro 1' J !/ i Y ° l'" 4d' �3 O STEEL POST OF I ; 3 -I I PROVIDE i j s' j ' � `" fj THE SELF FASTENER ANGLE STEEL I " CL ✓'' 3, J STEEL POST 2' 0 DEPTH \ � SECTION A-A TYPE. 4 m FOR MECHANICAL SLICING METHOD O e �` •Y ``✓",,,, �� •< •�` c s4\�I �rx +i'' r. 1'+y�J � r -' � ✓ " = ,f - sj _./ '�',3� 1' j 1~ INSTALLATION, GEOTEXTILE SHALL w t 4 ! " r J !TYPE C-INTERNAL DRAINAGE.NOT CONNECTED TO / x + u BE A MAXIMUM OF 18" A6OVE GROUND u z z (fl t. , ; a i r n O w b 5O'BUFFER` r t5 i Iy t z / J �! :/ �' j k j EXTENSION OF GEOTEXTILE AND a WATERS OF THE STATE AND DRAIN TO EXISTING r < ; zt -r R 6 SURFACE. F- CL t r ? r :" 1 INTERNAL FEATURES SUCH AS MINE PIT.NO r`� r 1 t � s 80` WIRE INTO TRENCH 3 f# O d O I e ; I a 2 9 � = ` J� g`; e � I EROSION SEDIMENT CONTROL DEVICES NEEDED { rn a E r 80'x4G DRILL PAD ( 4� 80'xR0 a WIRE MESH o a NOTES -�- 1 � u.l � Z e 4 }G l 4 - DRILL PAD' ! f f / USE N0. 5 OR NO. 53 STONE FOR SEDIMENT DIMENSION�* / TYPE A-ADJACENT TO WETLAND OR STREAM_ CONTROL STONE. ! ( .`` k , SEDIMENT GQNTRDL STONE cam[ H _ 1 g a 5 l AREAS ADJACENT TO WETLANDS OR ( a o k / PROPOSEDLLI j ` 4 9 I ? II STREAMS INSTALL A COMSINATEON OF SILT "' l E a y a � �° ' DRILLHOLE LLj USE HARDWARE CLOTH 24 GAUGE WIRE MESH 2 ftOL �+ ';A $ en .' ` ' k .i a FENCE AND STRAW WATTLES OR HAY BALES � t ' t f ! r r� ' /r = r� s WITH 1/4 INCH MESH OPENINGS. 1 ft min � � 1 - k i Z ';. t 3 i % ON DOWNSTREAM SIDE. C r 1 N `f C '' j J s s'J INSTALL 5 FT. SELF FASTENER ANGLE STEEL U_ E I 4 7 A m @ J f e' F, ' '+ i° POST 2 FT. DEEP MINIMUM. W IS , a •T R a a ' RS # ,` E ` °'' j� r/ j f ^;jr se' ATTACH HARDWARE CLOTH TO POSTS WITH WIRE p j 3 i I-. 1 tt ; ? t 0 1 it; , °'` j _ / "='nr} STAPLE OR OTHER ACCEPTABLE METHODS. LU 4 1 4 �` ! Z N '� { > ! V'\ , @ 2 n 1 R a c a ! g •3 E k A ',' !/f f / , �r ! .4 i a ! 'a i E 1 e t t a a, k F`" �` f!s �-4' SPACE POSTS A MAXIMUM OF 3 FT. ry >1 ,1 i ) l ( •� 1 ; a I a :� a f 6 Ejr r i j •" 'f / e` '` s a y s / ;' 4' PROPOSED SUMP v o a 1 r a d. �: _ ® 9 t / FOR INSTALLATION BETWEEN SECTIONS OF 1fn WIRE MESH LU c t 1 j SILT FENCE, EXTEND SEDIMENT CONTROL `'� t 6 it I C a ;y L r j F' ! / s'` STONE A MINIMUM OF 12" ON EACH SIDE OF 0 W t :�s •' Sg t '; E a ' § . 4 k a a a s P f T ` F �s s f' , s' SEDIMENT CONTROL STONE , �® I�°+ 1 k ` s .y d P ' ---STRAW WATTLE/HAYBALE----------- - asl l e ! ! r R ,•1 .+• a -------- � SPECIAL SEDIMENT CONTROL FENCE SECTION, i + � a ' r" a ! k f �s ' ' 1 !s •' r ILT FENCE -- 1 ft min (n ! '� t a a \'- .. S 1 4 ; 7 l � RC \ 4 t i f•' /r .t ,. R ! 'i .'' 8 / e00/ P. ``s , • !p ®F . 9z7 WATER FLOW DATE:--- 01131I202d -j PLAN ! - PROJECT#: 70316 c STEEL POST - 2 ET 40 Q 1A WIRE MESH _ o TYPICAL EROSION & SEDIMENTATION CONTROL MEASURES TYPICAL DRILL PAD SUMP LOCATION fr SILT FENCE fit SCALE IN FEET Scale: NTS Scale: NTS Scale: NTS SHEET 3.0 PREPARED BY: LENGTH ACCORDING PROPERTY BOUNDARY ACCESS ROAD TO TABLE MIN. 50 FEET PERCENT SLOPE LENGTH OF ROAD REQUIRED OF ROADWAY COARSE GRAINED SOILS FINE GRAINED SOILS SWCA z 0 TO 2% 50 FT. 100 FT. � 2 TO 5% 100 FT. 200 FT. I ENVIRONMENTAL CONSULTANTS o ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE(AS SWCA OVER 5/o J ��,� < PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY 1 0' QFFSET FROM BOUNDARY L _ 113 Edinburgh South Drive,Suite r1 ram..� d" N ^y l f f 120Cary North Carolina 27511 u2 (p)919.292.2200 U1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY OFF-ROAD STORAGE OR I ( www,swca.com STAGING AREAS.THE CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION a PLAN VIEW ENTRANCE FOR EACH OFF-ROAD STORAGE AREA. 2. STONE SIZE TO BE 2"to 2-1l2"DIA. PREPARED FOR: 3. DEPTH OF GRAVEL TO BE BASED ON SOILS BUT BE A MINIMUM DEPTH OF 3" j 4. THE ABOVE-INDICATED STABILIZATION CONSTRICTION ENTRANCE TO BE USED AT I I 2.�OI OFF-SITE STORAGE OR STAGING AREA,IF REQUIRED.AND OBTAINED BY THE p GRAVEL TRACKING CONTRACTOR. �} SURFACE A ALBEMARLE'` m - — o HEIGHT VARIES - - -- 2m FILTER FABRIC I �1 DEPENDENT ON z KINGS MOUNTAIN FIELD CONDITIONS I I I co NTY UNDISTURBED EARTH G348 Holiday InLEVELAND n Drive 04 NO SOIL TO BE Kings Mountain, NC 28086 M CROSS SECTION A A' EXCAVATED 10.00" 38.001 PROFESSIONAL SEAL: CAI\\``\,�ti4lllllt111JJ77// a STABILIZED CONSTRUCTION ENTRANCE ,,��\� H•...... c �o�oF Scale: NTS TYPICAL SCREENING BERM CROSS-SECTION DETAIL = SEAL - U) _= c>3 ` / 040761 Scale. NITS fop stir J >r `, FEED PIPELINE AND PUMPS >rI'rnfJ ff � teraEcolsJ rJlC�11 �1 rl� i r ,ram t PIT LAKE `tea f �•" �> ///tf >' "'\ a LLJ �_�. � '�� J ;� � •ter ; � � , , ;g �- CY) 1 I '` � -�` WTP SITE LOCATION CO I o (9EE CLGA�°7Q7) , C J , LU -, �-- _ /. ' _ _ _ __ +� L/NKAN PIPE SPOOL ram- l^`� CONSTRUCTION ./ / \ k __ f/f/ ] i � �.I�J rl-�� IAYDOWN,A.R �r> -:✓,' '-`` WITH 1NSTRUMFNTATION r f1 \__.-i•� -.� l .� ti '', y O �°' V J-•-•ANOCHEMINJ=O1NCD �'�,'' f -- � r : DISCHARGE PIPELITE I i f 6 / f' - _ 1fj lr ♦/'�,•_• (ROUTE SYALCOM) r �J i 15'la! V♦ (aT' Cry ,l\S; Z •`,- -"> _ , ��` �' -- -;-- - r -� , F �w �,- `• '`a i =•L: - W W ■ 1!' W CL W 4 Uj W W co CD Q OF-202 � Q W W U HOLLOW fl9ER '' ♦ ♦ W FILTRATION UNIT .g. - W �/ TNK-201 ,I I I`-OF-201 Cn C FINISH WATER TANK A I HOLLOW FIBER CIP I' FILTRATION UNIT CHEMS UU 271-1 270co (C TNK-202 { LIF_20S` t(I f- SAFETY SHOWERUj WITH GEO '- l' FINISH WATER TANK B 4 ROLL OFF BINS /. j \` - ~ .,�HOLLOW FIBER �t - SK-'108 "N O BAGS FINISH WATER PUMPS— I� 170FI f �1 OF FEED PUMP SKID * - ". l i (BY M _ ,_�J (PMP-107A HR - E) A - : r CO AE ) � � I � l T UPMP 1a7 ♦� , 11 DOSING `� (� 4 I ,L J SK - j \ t.�' , I FILTER BWPUMPSKID `. _ 1 _ - _.. � ° P 7D9A THRU ��v„s '_\ i I /%,I` I'll tl~ +,l II 1�f, t .. COAGULANT r -- _`\ = Ir;� J,rJ> 254 ,I 1 I �J f- •, ' r DOSING �t , INFLUENT - '\ I r •;� c ,r / irr � � ',-- 248 242 , r"`J ' / ' , ;,,\ .x"�..PIPELkNE �- ro �� ,r 1 ' t '��`:'• ''r245' `i ,J r-POLYMER IeONTIGEN77 - CV) ,Il r/ _`�•:!"�J i I, -247 t'` - 239 _ L h\ f / 1�F '{BYAECOM) •�I \ �. ` J rr/' I Z t241''-y --__ 21r`. 2D7.I f" DOSING ; J 255 `Z G� j _ r r 204-ry�e{{ �l.• `~/ - _ _ _ d. 297` -W2 I� —,.� .i^+ 256 I i•235 i 201 i � r i LU Uj 22 O y y Y 2� I SEE PIPING DRAWINGS - S)' i Ali ti�:�.�•,, \\��. '. f =.228.277 rr>�226 206 �'FOR CONTINUATION >...J l`:,:` r 25B-h --� -276 _ ``• --E r 0 1 1' WATER SOFTENER.- 211 "1C-101 �•,J ` N f \r-�• 11 &COMPRESSDR• '237;k I; J 233 .2� 213 212 r`IJ MEDIA VESSEL SKID ` �. -•� ! f.`-, 'i• _COMPRESSOR' 2fi1 2x � i, 232 I 278 r{FIL 701ATH RU FlL-9{11R) �•'•,+` t CL y- _ �1 i r 1 - i. 229' r - t• r r, i\'' •, ; r' davi F.3.>> L249 ''-rr�. 215- +t:°-.rri;9K-1a2 �'•\, }- - SK- — 263 243 240 - 214 J `,Y,/"�,-•-,_"! _ / , HOUSE WATER SKID ; ,1r MEDIA VESSEL SKID m li 265 217, / rr`J t—.� • i 2S7 E-HOUSE FIL-102A THRU FeL 102D T L. 'spy Z Z DISCHARGE Y IPELWE r:" - I u P �,r266 � I i 264 226 2 i,"�rtr -ir ' - • '. -•••1 �-� , iQ li •ryE.s W 7 I ( ) . a I 'TNK-102 SK-103 I: !f '�.. -�- f1) ' r '219- I It',I MEDIA VESSEL SKID ,x lf• /' _ r.r d LLI OF FEED TANKS ':i� _ �- �•yr 130 Hcvle5 i269 21 1;r rJ, fFryL 163A THRJ FIL-103D)_ - -ter y". TNK-101 _ 1 - TRANSFORMER - 221•: i J n;. - �l yl«r , \--'• - t 1+7 p V r 2f� OF FEED TANK 1 !s•• -s -�. r � � .I.Lt Q,�fCi�'r3�S�IC301ng (BY AECOM) r- BK-104 r. err, ,� j r ...+ '•,k�;, - i / ., , ,� ..•,; 234 2 .; .7 'r'1��;�MEDUl VESSEL SKID - 3 °' �'} ,\. I° '' ill: W 0 O _ r• _ -. 231 �2231 r' •J r'IJI L-104A THRU FIL - / 274 x 5- in Parr raarE rowrrra� rorrxrr,\xl� NaOCI STORAGE TANK ` - rr� r / ru7;t11(iJ',' % •,�•`.` rr --.-.� I - OFFICE!CONTROL ROOM Z22 /6_ + SK-705 /. _ J y.1 MEDIA VESSEL SKID - -r•' 20ft bertch depth Q row xo.,x+.c, e�,ru .ax* rwrwrc wxrw raver. Iwnna verve SK 501 _r!i - ` 'r ,/^ r� f {9 SK-107 y (FlL-1a5A THRU FIL 1D5c) `\ NeOCI DOSING SKeD " 71t1t i I r I i- : �' r i it 1.�,.,{F W Uj N xa srmxxn +xroxx zna sxmem ,u saran ouw+o.a j .l', r MEDIA VESSEL SKID , , 'j � L I.f3t.t,I 1 W {3) ez eca„ m s no e s vaw a eaam (FIL 107ATHRU FIL-107C) SK 106 , J 1 't. i w CL flJrlr r.A,;' MEDIA VESSEL SKID yy }}f{- yy��.yj yy O (I 3- \, lGeiilti Ttl3 >n xmseea a» rowan m m ,>9srr�o I.i r' .--''•I z m aozs-wo 7 nwcx.xa zn vex.,me „ter. a =Lrn.xa ,>omrxo rf `, i�� 273 -� f �11 ri1J ti-zI I t (FIL 108A THRU FIL-1a&C} :1 r % / -`__t_ 0 >s seprae•,>sm x�o m soxa.ra ,xawarArx a sczrrru, eawr.wr - -' _ /. ?' If l J I -• /" / ,."r'Y �llI� p p U_ r eve em,3 xm .is i.meerr-xer m xr,xaer •xaaesam I �t ,t "-� , i-;J� ` ,I i,%hllt it•9'J {`l i i '-�. ✓� r r I,/ 4 Rows By 9 Ho`-�S W doe SAl3ex Nx mwasoaz 6xi Mbw ,mewed .� e@,x Jen fANfB,M `t y\ `'� r' _ rrrr , - r f.;, Jt{,•Ill t i ,''f_ ♦•\ r J � l s% �rr>�`I, TNK 401 w..r rxam-u, ,zr„rn,es _ sxaa»x oa.we,rx ,el sxx,ra u. ,xrx•.m :,` , r.NaMnO�STORAGE TANK TNK-502 >� .�-�shots T'BI��Eit'trf.�. Q N ssewx�ea r�eee der xe-sxm,� +zxenfesnl x,+a sex•,aen.ea `, NaOCI STORAGE TANK 4.. r.: ..r"' j 11 fir i FYI �. � --' �• ' W o II I - 0,53pcsrerfatc� propasnd �_ s�.az ,.seev mr I wxe,.m +avaew IiF1';!, I I{r i, / w x am ,aew..0 r r! �" SK401 i;Ilyill ,till t-- - '•i /r I ) C a (d , m. ,.eoesa'a�i ,mexlme ,e so,nuu ,aeeo.as `i`- NaMnOy 0091NG SKtD �Jr:,'•v lu III \^)(J } ,1 Y`_ I- J >fx .-�wre r newnxe a so,s•,ea xuuxr-mms mr sa+rs,xo* wx,e.ry ••I I I f ��•=_TNK-002 .. r.,, J � I I r 311i11�--1, •\ Cam` � s J i;_ r 215 w,w,a , a,a a. soaa;n w«a,sn a, x„m,w gnaws - hr� I \ _ - ( f J W SAFETY SHOWER- ---, - - - so,m eh •wrmev wzr,r.> +araa� wsn,m v,earr a, .,.`t NaMnO,,STORAGE TANK �4!l r r /% w sorae r,a aonv ex, x I rove za ,:owarw s sorae� ,>s�.a, \ ~� - - W e- -i+ .. nxe on rr srAx,w ,awry >m ,xx ,as,xw "''l al � �I•r 1 _ - � ! �',��t`�� • / `I d � � so,g� ,mxmxra na smo5m,axw rffi m aea:9nxx xxis>eew ) , .. /,r __ r -- ,%• '. .xnx,� ,ameeme m xirrar ,umn,xe m xrnew + ,xw f ✓ J + i :,waxxe meiraev zv :x�amr ,aa�n.so rm on»wae, ,78ewo,i ,rr rr { �-�= l'1 rr/ >r^ _ j - - - A.1.$EMARL'�' IQw o1n.MO Taa1Ni m sre,aea +mem,Aw aanas+o+xesewxn zu dada eaves rrr -1 t 1-r,f J,y `,`_ - - �c o le r a e a.1 a x eaxr -- m DATE: 01l3112024 ]21 JBaeralN �rW 2Weasv, ]le StNr.,H Iaw4.]ee • M1 t`\. { ! ' ~ ~ 1 - %AF-RIME xabb�ramwmd >a sxvm®, ,ae¢r� as, sxvv,v rxaaom m tataxm eaem.e,x y ,`: \\'t�_ ,- _ •,I Ir -_ `�, _ _ _ _ _ _ wr°Ewnre+,xe PROJECT#: 70316 I=I1a:uemlaRr FgiE0M1eEM - xvrrsn E cr nn v 'A" anFORooNsmacuN � - _ _ _ - Ram ` `KM DIGA-0a'4' B �' BLASTING PLAN DETAIL AND TESTING LOCATIONS 0 a DEWATERING FACILITIES DETAIL Scale: NITS SCALE IN FEET 3 f m Scale: NTS SHEET 3. 1 a PREPARED BY: I SECTION E: GROUND STABILIZATION E FART I11 PART ill SWCA Required Ground Stabilization Timeframes SELF-INSPECTION, RECORDI(EEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING ENVIRONMENTAL coNsuLTAlvTs Stabilize within this many calendar SECTION B: RECORDKEEPING SECTION C: REPORTING SWCA Site Area Description Timeframe variations days after ceasing 1. E&SC Plan Documentation 1. Occurrences that Must be Reported 113 Edinburgh South Drive, Suite land disturbance pp p y pp p p g 120Cary North Carolina 27511 1 The approved E&SC Ian as well as an approved deviation shall be kept the site. The Permittees shall report the following occurrences: (a) Perimeter dikes, approved EScSC Ian must be kept up-to-date throughout the coverage under this permit.pP p p p- g g p (a) Visible sediment deposition in a stream or wetland. (p)919.292.2200 swales, ditches, and 7 None The following items pertaining to the E&SC plan shall be kept on site and available for www.swca.com ro perimeter slopes inspection at all times during normal business hours. (b) Oil spills if: (b) High Quality Water 7 None a They are 25 gallons or more PREPARED FOR: uj (HQW) Zones W INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH Item to Document Documentation Requirements + They are less than 25 gallons but cannot be cleaned up within 24 hours, Y If slopes are 10' or less in length and are o (c) Slopes steeper than 7 p g (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They cause sheen on surface waters (regardless of volume), or A L� ,f rt 3:1 not steeper than 2:1, 14 days are d JA A L 13 E M A R L E T allowed and does not significantly deviate from the of the approved E&SC plan or complete, ate . They are within 100 feet of surface waters (regardless of volume). locations dimensions and relative elevations and sign an inspection report that lists each W 6" MIN. SHINGLE-LAP SPLICED le days for slopes greater than 50' in shown on the approved E&SC plan, E&SC measure shown on the approved E&SC ENDS OR BEGIN NEW ROLL IN length and with slopes steeper than 4:1 Ian. This documentation is required upon the p q p (c) Releases of hazardous substances in excess of reportable quantities under Section 311 AN INTERMITTENT CHECK SLOT -7 days for perimeter dikes, swales, initial installation of the E&SC measures or if KINGS MOUNTAIN 0 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA � �v / (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW the E&SC measures are modified after initial ones CLEVELANL7 COUNTY 348 Holida o PREPARE SOIL AND APPLY SEED 6 ,f Z (Ref: 40 CFR 302.4) or G.S. 143-215.85, Inn Drive BEFORE INSTALLING BLANKETS, / 1 installation. Y c_o -10 days for Falls Lake Watershed Kings Mountain NC 28086 MATS, OR OTHER TEMPORARYi Y (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC co CHANNEL LINER SYSTEM !an or tom lets, date and si n an ins ection (d) Anticipated bypasses and unanticipated bypasses_ o -7 days for perimeter dikes swales p p g p � �ditches, perimeter slopes and HQW Zones report to indicate completion of the PROFESSIONAL SEAL: r � (e) Areas with slopes I 14 -10 days for Fails Lake Watershed unless construction phase. e Noncompliance with the conditions of this permit that may endanger health or the \ ,� �iCiA�rQ'''�i,�� flatter than 4:1 ( ) p p Y g �� _ , r2 there is zero slope (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment. � Q� ' in accordance with the approved E&SC plan or complete, date and sign an inspection �ESSI�� y' Note: After the permanent cessation of construction activities, any areas with temporary f plan. report to indicate compliance with approved I� ground stabilization shall be converted to permanent ground stabilization as soon as ground cover specifications. 2. Reporting Timeframes and Other Requirements = SEAL m practicable but in no case longer than 90 calendar days after the last land disturbing - Q40761 - (d) The maintenance and repair Complete date and sign an inspection report_ After a permittee becomes aware of an occurrence that must be reported he shall contact WI activity. Temporary ground stabilization shall be maintained in a manner to render the ' - '- surface stable against accelerated erosion until permanent ground stabilization is achieved. requirements for all E&SC measures the appropriate Division regional office within the tmeframes and in accordance with the `;-•f4/G �` � a have bee-In performed. other requirements listed below_ Occurrences outside normal business hours may also be ��sy' ••...... approved E&SC reported to the Department's Environmental Emergency Center personnel at (80C) ` q C. ISOMETRIC VIEW (e) Corrective actions have been taken Initial and date a copy of the a to E&SC measures. plan or complete, date and sign an inspection 858-0368. w PART III report to indicate the completion of the corrective action. - iq I SELF-INSPECTION, RECORDKEEPING AND REPORTING - Occurrence ReportingTimeframes (After Discovery) and Other Requirements W - ---- m (a)Visible sediment s Within 24 hours, an oral or electronic notification- -0 1d , SECTION A: SELF-INSPECTION deposition in a * Within 7calendardays, a report that contains a description of the Z. Additional Documentation to be Kept on Site LINING* 1 "" p stream or wetland sediment and actions taken to address the cause of the deposition. Self-inspections are required during normal business hours in accordance with the table In addition to the E&SC plan documents above, the following items shall be kept on the c� Z1 Z2 g p Division staff may waive the requirement far a written report an a 0 below. When adverse weather or site conditions would cause the safety of the inspection W r• 1 W 1� site and available for inspectors at all times during normal business hours, unless the case-by-case basis. personnel to be in jeopardy, the inspection may be delayed until the next business day anZ Q Q p which it is safe to perform the inspection. In addition when a storm event of equal to or Division provides a site-specific exemption based on unique site conditions that make . if the stream is named on the NC 303(d) list as impaired for sediment- �, J U ' this requirement not practical: related causes, the permittee may be required to perform additional p I greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be W c� monitoring, inspections or apply more stringent practices if staff Z W o performed upon the commencement of the next business day. Any time when inspections LU (a) This General Permit as well as the Certificate of Coverage, after it is received. determine that additional requirements are needed to assure compliance �-� I_ Lwere delayed shall be noted in the Inspection Record. with the federal or state impaired waters conditions. r Z LONGITUDINAL 0 LOOKING DOWNSTREAM ANCHOR TRENCH (b) Oil spills and * Within 24 hours, an coral or electronic notification. The notification Z � > o, t ? (b) Retards of inspections made during the previous twelve months. The permittee shall c (TYP-) --- release of shall include information about the date, time, nature,volume and Y CHANNEL CROSS SECTION Frequency record the required observations on the Inspection Record Form provided by the hazardous location of the spill or a elease. C) N Q Inspect (during normal Inspection records must include: Division or a similar inspection form that includes all the required elements. Use of „�,� h. cc substances per Item Y- business hours) electronically-available retards in lieu of the required paper copies will be allowed if W LU LU o (})SEE MANUFACTURER'S LINING INSTALLATION DETAIL FOR STAPLE 11) Rain gauge Daily Daily rainfall amounts_ ilb}-(c)above � '� 0 PATTERNS AND VEGETATIVE STABILIZATION SPECIFICATIONS FOR SOIL shown to provide equal access and utility as the hard-copy records. � maintained in If no daily rain gauge observations are made during weekend or (C�Anticipated + A relrorf at least Eert days before the t1fQt€'Of the bypass, if pclssl,<?Ie. AMENDMENTS. SEEDS MIXTURES AND MULCHING INFORMATION. good working holiday periods, and no individual-day rainfall information is bypasses 40 CFR The report shall include an evaluation of the anticipated quality and Z Cn g g v p Y yp ( P P y s �/ W order available, record the cumulative rain measurement for those un 3. Documentation to be Retained for Three Years 122.41(rrt}(3)] effect of the bypass. LU LU Z D attended days (and this will determine it a site Inspection is All data used to complete the e-N0I and all inspection records shall be maintained for a period � o NOTES (d) Unanticipated s Within 24 hours, an oral or electronic notification_ � W O needed). Days on which na rainfall occurred shah be recorded as of three years after project completion and made available upon request. (40 CFR 122.41] bypasses 4o CFR Within 7 calendar p C3 ~ M © W 0 1. ANCHOR TRENCHES SHALL BE INSTALLED AT BEGINNING "zero." The permittee may use another rain-monitoring device yp' I days, a report that includes an evaluation of the W AND END OF CHANNEL IN THE SAME MANNER AS 122.4d(m)(3}I quality and effect of the bypass. Z Z 0 approved by the Division_W LONGITUDINAL ANCHOR TRENCHES. (2) E&SC At least once per 1. Identification of the measures inspected, (e) Noncompliance a Within 24 hours, an oral or electronic notification- Of V W O 2. CHANNEL DIMENSIONS SHALL BE CONSTANTLY Measures 7 calendar days 2. Date and time of the inspection, with the conditions + Within 7 calendar days, a report that contains a description of the � � � Z Z Z MAINTAINED. SEDIMENT DEPOSITS SHALL BE REMOVED and within 24 3. Name of the person performing the inspection, of this permit that noncompliance,and its causes;the period of noncompliance, - I.-MOO _ e 0 WITHIN 24 HOURS OF DISCOVERY- hours of a rain 4. Indication of whether the measures were operating may endanger including exact dates and times,and if the noncompliance has not Z 3. DAMAGED LINING SHALL BE REPAIRED OR REPLACED event>1.0 inch in properly, health or the been corrected,the anticipated time noncompliance is expected to W a WITHIN 48 HOURS OF DISCOVERY. 24 hours 5. Description of maintenance needs for the measure, -1 W W Q environment[40 continue; and steps taken or planned to reduce,eliminate, and 0 6. Description,evidence,and date of corrective actions taken. CFR 122.41(1)(7)])] prevent reoccurrence of the noncompliance. 140 CFR 122.41(1)(6). r 1 Uj 5- (-1)stormwater At least once per 1. identification of the discharge outfalls inspected, Q W V discharge 7 calendar days 2. Date and time of the inspection, Division staff may waive the requirement for a written report on a � 1 ^ V v� \� VEGETATED CHANNEL outfalls(SDOs) and within 24 3. Name of the person performing the inspection, _ case-by-case basis. _ ^ __� LL hours of a rain 4. Evidence of indicators of stormwater pollution such as oil m n I 1 - event>1.0 inch in sheen,floating or suspended solids or discoloration, J W t ) Scale: NTS 24 hours 5. Indication of visible sediment leaving the site, Q p \�_/ 6. Description,evidence,and date of corrective actions taken. l N (4) Perimeter of At least once per If visible sedimentation is found outside site limits,then a record (� Q site 7 calendar days of the following shall be made; Uf and within 24 1. Actions taken to cleanup or stabilize the sediment that has left hours of a rain the site limits, event>1.0 inch in 2. Description,evidence,and date of corrective actions taken, and E 24 hours 3. An explanation as to the actions taken to control future releases. J c� (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a ot CL wetlands onsite 7 calendar days stream has visible increased turbidity from the construction i z Q LU or offsite and within 24 activity,then a record of the Mile5wing shall be made I Uj ae (where hours of a rain 1. Description,evidence and date of corrective actions taken, and accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division N 24 hours Regional Office per Part III,Section C, Item (2)(a)of this permit. Q (6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC r stabilization of grading measures,clearing and grubbing,installation of storm O measures drainage facilities, completion of all land-disturbing z to m activity,construction or redevelopment,permanent I O 0Wi ground cover). 1 CL 2. Documentation that the required ground stabilization p I @ measures have been provided within the required � U 0.. Qtimefrarne or an assurance that they will be provided as 2 LU Uj a soon as possible. v C ¢ � S6 W o CL NOTE: The rain inspection resets the required 7 calendar day inspection requirement. W z 6� Cv W Z Uj p Q aN^o �. o LU O 7 LU CIl DATE: 01131024 a� PROJECT It: 70316 c m 0 Q o SCALE IN FEET m SHEET m a 3.2 d - - 1� I X"'�X'r, '_1 I ,�. _. . I . , .. .,�%, . �. F__ _ .i . �. __�_' 11 '�� I" �- ', I I .1 � - �'--!�- I ��"��' , � . ", �� . 732831 . . � - I , �� PREPARED BY: - , " SHEET INDEX PLAN .- " - _., - -1 �. A� 'LL-- 11 .", . ". � �_". ' _'� _''_' I 1 . . � 1 - 1 , LEGEND � . - I �'� - I - . . '/ .,% "I' '� .x I .- - _.___ - . 1�1.'�" "I I-N "i'l- - . 1 '� �' � '..� . 7.. .1 I I "-� . 11'��' � I _ . .' 11 I I �"' . � 11 _1" "",'I,- 11�'___"'i - " I \ I I -1 ,. f . '2 , ., , �' �. I, �< -,.,. - � '. I I I I 1�1' I ." �- �' I— - % - ._'.1 I . _" �"_ -, . - � PROPOSED NEW LOCATION FOR . , /1' : . . �� '� I - -I. I . -_____�.', . , - .��. " I lj,� �-- � . -��'7 7�� EAST MINE PERMIT BOUNDARY (23-34) 1 " - �_I ... I- ___ . -1 - , . - . � I -111", ,:fl -1 ' I* - - '� " " . -�-� ')� � . I 1. 11 � ".- I "----' "-1- ;1' 11 ' 44kV LINE STRUCTURE -1 . , i , � � ," " ". I . . "I I , � - .----- _� " , I " .;534701 - / / . ' '�' I , 11 I � I , // � I � , " � , - 11 �__ - - - . , -.--..--- , I / ,'.I _x - "-1 1. 11 \ � � "'�' _'�' _" I., 1\ I '-12-604.-I � �..' '_ . _.Z : _, 1�1_ __' .�" .I- � � � � � WEST MINE PERMIT BOUNDARY (23-01) - — 44kV RE-ROUTE SWCA -- � '_� � � I . 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' / 17 _'? �' �m . �', - - I, I—%� _� � 11, ' I- '�"' z * .. 1, . .' _- -- __ '�. � , . . /- .1 I - � -� - DRAINAGE FLOW ARROWS PREPARED FOR: ' r_ 4.4 4.5 9;_��- 1, -1� �" �,. "..", - , _'�'.' 4000 � I. ' * I ,"/' - . .. I . I .11 / " "' r ' -, ---pp m P "i"r, I '�' , � 21 � , - "' � ' I 11 ' ,. EXISTING TREELINE ,- "' - ' 1/1 " z I - I - . ` ' -' I -1 ,� . I- . - I ' � '� , I I . _'__'_1 "I �� -_ I ., , I I I / L 6, I .' 12594 � I" I � I . . %'. . , � 1�t " i . I " . . I I . I ,, � � . i ''o J z ___.- f , �.' 0 I . �// .� ' , � I � 11 I .. ". I I, "I �", "" '�'. . I . � EAST MINE BOUNDARY (PERMIT 23-01) , - .1 I " (L . ", . K�� i I I , I ,. 9;� . � * 12607 � ,' , � -- �. I !_ , -__ , I I . I I � � , (n �� '4' . , ) �. I I _�' 1. I + . , -1 � . �I "I 9 '. — EXISTING FENCE . � � '�' -1.1 '�_ "I I � � '�, � I . 11�1'/1' I I ,� " . . ..." �r .. , ' /,,/, PARCEL IDENTIFIER m ... 11 -_. - �� I� I , I " , I � * � . , I . , , , -1 � .. . . , , '�' I , - I ___'_'; I..,.- . . .- , . I I - I � - . 1w � 1, � ".1 '- , .1 . � � I '. I I " I , 1. . / I '. I I �, _/ I ' N: o . I I . I w ". , �, _" �' "I I. 126D8� 1110 - - . *' i i I I i i i i i i i f- SCREENING BERM - � . .�;i'... I . I �_, , .--------- .. "I Z...� " _' . _* w � r I RAILROAD TRACKS (n 4. -, I " , - I I I �' / I r �� ;I i -1 AALBEMARLE' _Ix __ , 1� , ! _,/ ' " , 1-1 W_ , I 1-1 �' . / - / � 11 1. 1, ,� 1. I I I " / 12593 i , , I I �'11 I . IL . I o I , , - e I . . - - kp" I L'�AL41' ". .'�� - ' ., / / ' , - " �� ./. . - ' i - I - / � I - , 1�11 I . . 1. 0 .I ",I . I / I I ,I 1_.-_� .-,- ." \ ".", �.'_' .,, 'I', � I � r I I ** . .1 . i I . �'. I."."-.I � , , I " I '�'r, EXISTING CULVERT - - 7 11 - p"", I " . �1� _� � �z .' � I . . �/� I . ; I I / ,,, " � . -__ ,. �: -All . .11" . 1� . . .� . '� _� � I I." � i , . _. ", � I I � 1; /I " m � -" �� "/ . . I FORESTED AREAS-NATURAL RECRUITMENT ._�"A � .. " '.. ."�' ", A I ; ') -1 N�1. I � I � I I I I I �' I ''.'�'. 1� : l, ; ".�' t:;F 1�F -1 . .21 I _ '_ � ___._' , I , , 1. I 11 Nl�� / '�' . ! " . ; "I '1� - STREAM . 6- � I'01" ��% 1% . _�_l - `_ :�' ," �4 ,_--___I ,I I .1 I / ", I� �; � I � �I .i - I .r" I�I,�1 21.,. I -- , A Z�1_I" ,-, . " 592� 1. '_1' �"" '� I I 11 ; ' i " I I 'w ", !, I KINGS MOUNTAIN m 1'1�. __ 12 __1 N ,#* ' . � - � , �i 1, .,_ . _� � - . I I _� ! ! I I . i : . - I w � , _N I -� . - -- __ I � I , 4 1! , / ! I Z � � . I I ,I . , I . I - ,,- � � . \ .1/ I's I/ � I j � . 2 . 'A i� �' I � �� REVEGETATED TO HERBACEOUS LAND USE I - , q �' .1111_ _ �� 1� I "..- " "'.'.� ",- . � � I F j i / ; i , "N_ I ./I I .1 ! , I .;� J. . I I I .`_ I I . I 11 � J, I . � - WETLANDS CLEVELAND COUNTY - ,- ,. I . I I j I LO 11 .111.� "'��' I ' '�_' _.." � I f : f \�" 11 / ; , i I � I . / I , I . �.......... ..�- I........ -111, "__' , , _-,""" _. ........ I -... ... _ 1-1 - � i . I I . '�� I .1 . � I � il - , - 1 348 Holiday Inn Drive � ----- - ...... I I j i I � . j " / ; " ,� i . I i 1. " I r ' 1. " I ' , - .1. I �'�� '� . --------] FUEL, SOLVENT,AND CHEMICAL AREA -0 . ,. .. " 1-1 I \ 1� 11 I I i I i � Ai � � , I - I ) � I I " I I ' .. -1 - I., � __1 � _; �" �. J,I . ' '. I I , .�' I I - __�' � % I- -/ ! 11 / / I j IV .--...- � I I .. .11 ., .i ,� -, "� - .� .. I�.I _ 1-. LAKES AND IMPOUNDMENTS - C ". . . 11 1� � - I � �_ ; I I I I �" �� I - Kings Mountain, NC 28086 m I I 1, .'� - I 1 6 . - I y / I - 12637 ! 1: �� : ��..' -'. - . 1_11' .I. " 11 / 11 i : � ,'i�' � I - . _�� , �' I � 1 '6., -_ ., ' 1 �6 / / ) f I I � , I I I � 1� " /. I I�11 f I . . __ .. '.. ' .. I /1 11 11 I 9 . I .� ' I � i REA 11" � � , - I , I .) - r '� , '. __ _1 '_ -� I - / 11 ; r, . I i , � � , I _] OFFICE A '- IT � 6 '_ , .', � .. k � ,, - � -1�' 1-1" ", __ - -16 �I - 6 -- 1 � , .I � � . -I ' 1� 1. I AREA OUTSIDE OF PERMIT BOUNDARY , �' " , "N ---",-- ' � I j I I I � - q , I I �� f . - , I-,' .01 � 2 - _ 'L / 11/ / ,11 _i\� � I . i I � i� , � i' \',I'�� - I - I - I � ; N 1, 11�1� . . . I �I " . 1 ,� , �' � -. -- / I , /" ' ' , I�"I � �� I . I � '__','-6, . . . � ___, ' 1 6- '_ �.. ,- - � , / / . \-. � , � . � I i PROFESSIONAL SEAL , . '. 1.- __ \ . -- I 1, ;fk '% 1� 6� 1_ _ ,�' �c I I A , ____- I .1 �, m - I I - / ,I z ; i I , -'� '� - . . I �' .1 . I z - - - 1 '6 6 � " - 11 i , 6 i � ) � . .�' ,�6'' �6, , - ' T I I ��! .' �_- I - I 11 L -- 'I � � " / � 11 , � , � , " .. - L \\ I - , ;603501 � - �' I 11 i - I/ 11 I ,� , ' ' 1,- �\\wM1'jjjjjj co . I 11" . I / . � �I_—I -1 I "' x"�' I�' - I .11 -- I I __ -_ -I 11 11 11 I,. \ �" . . i I� I ,_ � m_. I I ' - �__ NOTE: LOCATIONS AND EROSION AND SEDIMENT CONTRO /// I ,7 I , �' I - - / I �.. I I L�� . ��- .'�'.- . , I - \ I . 0 1 .'6 . 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Ir. � , / W WATER IMPOUNDMENT. \ ; � I r, / r `, o i ',_ \ \ t'rj - i y LLJ , � f r „- ,_. ._ ., / ,, "J i'./ ,:,f _' S _ �." 1 I i • ' i� � Uj 1- J \ % cn \I/ I � ■- PR VIDE AFFENCE,,,,,,,/ i O S ETY '\ � •, _ / Ji I 1 C 4-I r ', i TAI r SEE DE L, � 1 I 1 t \ 1 1: 1 r ` ITt\� � k f I , Lu GiJ ...J o C .r' . 5 /-- i' / r 1 \ \ 1, 'i ✓ ! `\ ! ff r I 1, W. , r Y r t ' , t r/t I� ,1 G cn CO , CD CD L Y� , Uj, I I r,, 1 i I •'i t •� / r i \ 1 J .•l_' \ \ \ \ I r r / f _ J i �--- 1 i 1 '1 LL : - �. ,<_i" r, I t \ 't l - I /f.lfsl///,i i'/ '' i' / ■ J f \ :- '._. ,. ,' -: - -' / •' .i' �' ' \ I Uj LU i \ , r , , i > I , I ; / / _ _ J+ I I , // t\ \ �1 it / f t• _ _ _ .\,. J ,' ,' r` \ r •i I \ `, W 2- Uj- / I _ , "3 J J _ v ! t r r� r \ r 1• f 1 / if J / r r / 1 , : J / / J I \ / f 8 f r' , / \ f / r r` , i 1 — , -s CL z 4 I I r- LU 00 f i - , 1 r " r i / \ w ` \. ', \ ,\`\. � _ _ -'i�/ •,'' ,r �\ SHEET INDEX PLAN LU cc f =- / / // ` \`,` \ \ \ \ \ `,•\ ,,\ \ tea® f I 1 I ' 1- i�-•x\ - -\ O i `-—— _ Q LU CL CL cl %r' / - w\� 1 , + I ', 1 t \ r - I'• - W sLr uj Z_ , - - - _ - . . ;; 4.0 Q 0 h 3 -:. ,//; ./! F /,i.. /='j��l _ /I I J ' I ! r f 11 ,1 1 I 1 r i � . ' I ' I J" _!'. _ _ _ - _ 'i� r /'' - .I - - - - / ~ 1' W w Q LL !, � r r //rr�','- � . . _ . . . . . .. . . . . . . . . . . . F ' /r ! Uj / /' I Q / /, J '�, ' rr r r r ! ! ! / /� 1 ! i' f � GG Z W CIA WA/rr, - /ir / , / / r J / ! /rr ! /J r !� rr ! f r i s, A ., . . . , 1. / !//rr ! .lJ t •Y.Y 4.3 4.6 • Q tl�0 - - - - - - _-_ . .• . .. LLJ ttt _ . -- _ -_ _ - . ` .•. / iJ//rr/�; ; r•`� +� � A o !f / - ,' Jr r ! , JJ ! r J j 7 1 \i >,, t / / J J /� ,r• 4.3 // t `' 1 `�, J fr /' // / J / / ! ! 7 lJ• / r/ ,•r ' ' r I' ' `I ,t�� - . _ - . :l+ . _ _ _ _ -r / / / ,r /�//r // I O •% JJ r , --r..a / / / ! J` r / J r ! r / ! ,I1 I ``I• •'• _ �Q..3,• J./r'/' /r/,,/"j/�///}/�> f�' J _ y 'i1`� _ 1� - -_ �.- I�-�"I - -yYer s // //'/,/'/ /r'` fr-F'f��Q,!'/,/!/,!'J !!r/! l l' /J ! !f` '/ (`•i r ;' ii 1 II `I1 'I 1 I1i I II_if..s};l,.l{t tII.i Ii - - (1• •g ^ !!!J/ i/ !/r /l/ ////// ,f IY LLI _ . . . . . . . � A_� 4_8 - . .; —- I. . . _ . . _ _ DATE: 01131f2024 : 11287fi ,. ,. - - _� , fr ! f ' , l ?' J'' r'' 1 ; II I. ,, � ,-, �� ' / J i f ! ,r , PROJECT#: 70316 � !,• /'j/ '' r - 1'•, - - - ��, � 1` r /, �rJ !'r � , ! / 1 �' // !/ �•R rl rJ !! ! / [ I,I 11 f . . . . .- . . J 1 /r 00 00 / 1 1 I tswc O J / /;7 - J / / J / / !• // I' I 1 ,k . 3.. . f` /r ,' /,` j !r f! /! . 1 .- r. •/ � SCALE IN FEET ,'. i. , '�e. / J i •` ;/ / ! // !' ,J. , .I . , . . . , t)(JJ,!•� ! '; ,? `> f - J r •i .I 1 J / !! - ! ! / JJ` J / / SEE SHEET 4.0 FOR LEGEND SHEET , >- . • ' , , ,. ' '' __ �� _- -ter .• ;v'r ,. ,`;', ,' AND DISTURBANCE TABLE i i , , ( PREPARED BY: V .. . . . . . . . . . 91 753 12 SWCA ENVIRONMENTAL CONSULTANTS .. . . .......... f -y SWCA 12796 1 12801 113 Edinburgh South Drive, Suite 0 120Cary North Carolina 27511 0 (p)919.292.2200 U) www.swca.com 1 8031— i PREPARED FOR: CD . . . . . . 1 27RCj co 0 A ALBEMARLE Lu cn 0 KINGS MOUNTAIN CLEVELAND COUNTY CR E-7 U) 348 Holiday Inn Drive Kings Mountain,NC 28086 co C A .. ..... 01/ S S104"', % 1 279i7, SEAL ir f 040761 U) L/ca '1VA C LU L 12811 0 LU co E LLI z 8BG z LLI LLJ 00 LU -4 0 C) c LU > cl) co z co Uj Uj Uj > LU 42 -:7- F— CD 0 C6 CI) LLJ Uj c ) C,) LLJ U C.) LU B Lu 12813 LLI Uj Uj c ) 466861 0 Uj 4�' w E CL E LU 'S Boo (L L�Z.j SHEET INDEX PLAN co 0 z w 0 0 06 0 Liu Uj z C3 Lij > w (D Uj (D 0 LU Co LU 0 4.5 43 Uj 62 81 LU 4.8 DATE: OIJ3112024 PROJECT#: 70316 128261 C 0 100 200 ALL AREAS NOT INCLUDING CURRENT FORESTED AREAS,WATERWAYS(INCLUDING WETLANDS, CD 0 CALE IN FEET STREAMS,AND IMPOUNDMENTS), DIRT OR PAVED ROADS,AND THE PLANT FACILITY/INDUSTRIAL ND ........ SEE SHEET 4.0 FOR LEGE AREA ARE KNOWN SHRUB AND BRUSH AREAS. SHEET AND DISTURBANCE TABLE THESE AREAS ARE TO REMAIN AND ALLOW NATURAL RECRUITMENT OF VEGETATION. 4.8 PREPARED BY: Z 12817 : A SWCA di . . . . . . . . . . . . . E VIRONMENTAL CONSULTANTS N SWCA g 44kV LIWE RE-Roij 14;1 c Tt 40, 113 Edinburgh South Drive, Suite .2 (p) X1 919.292.2200 120Cary North Carolina 27511 www.swca.com 0 tp, 00000 A �-V PREPARED FOR: 0 59662 'Y y 7 f. w 1 X4 co N w Z- A. `5641 '5N AALBEMARLE (n _,mZ 0 -n _4 R) fu KINGS MOUNTAIN LU �:R CLEVELAND COUNTY X X W Holiday Inn Drive . . . . . . . . Kings Mountain, NC 28086 Ca A . . . . . . . . . ... . . % j N R -dI PROFESSIONAL SEAL� A Co . . . . . . . . . . .. If A C A R o fiv . . . . . . . . . . . . 128 z ell 62394 0 52 % XI . . . . . . . . . . . a_ SEAL r % E S -,_-r 7" ,J�_�', jL" -I..I.�� L�'..- ,- I. X"I 4) cT . . . . . . . . . . 040761 ? I t 41 1/0*1-. w PROVIDE SAFETY FENCE, P, SEE DETAIL - - - - - - - - - - - - U) if j! jf 44. URI 4 k, 00 X, w g_ ;,A�`:, AM 0 Tir, 'A 74- e Uj A., (D WI AN fitI4%, S, UU < UU 1". J_Z r42 j c T", 5 V A4 n c"I II A, ;& Uj C%4 .7 .q % 0 LU -q CL 7 -D __1 J ky RX-r-.7i CO s U3 Uj N, § U., Uj T. 4 z Z J'�"C -, - 47 -I'li--e�.."'% Uj In 12 _:,w 7� f -J, 0 w 4 w % _j cn Uj j g;, UJ CO LU RE r-q� V,II;t�K"�!!'I -.4. ;,f' t 4 44 LU p 2 Uj ? 12877 ' k w,' Uj V) 4 < Uj 7 V) C13 0 -N Uj (D J % 12888 U) Z 0 w E E S LU LU (0 CD C) J SHEET INDEX PLAN _j z > m 0 U) LU z En Uj 0 CL CL CJ ca Q1 N CO cy LU LU 1*-21 - 0 4 0 4x W LU -7 4V �0 3 U.1 > in (D CA 0 Y -Q 42 U_ Uj j Uj 00 V j k 46 4 _Fz 4 3 Rm Uj > m MM;-.5 A 0 Gj a w 4 7 co �A, v DATE: 01/3112024 ff Z; PROJECT#: 70316 4�9 c ALL AREAS NOT INCLUDING CURRENT FORESTED 0 100 2DO AREAS,WATERWAYS(INCLUDING WETLANDS, STREAMS,AND IMPOUNDMENTS), DIRT OR PAVED v, 0 SCALE IN FEET ROADS,AND THE PLANT FACILITY INDUSTRIAL AREA ARE KNOWN SHRUB AND BRUSH AREAS. SEE SHEET 4.0 FOR LEGEND SHEET THESE AREAS ARE TO REMAIN AND ALLOW a) AND DISTURBANCE TABLE V_ NATURAL RECRUITMENT OF VEGETATION. 0 4.9 PREPARED BY: F Arms (rYP�� p 3 Strands SWCA 2 � ENVIRONMENTAL CONSULTANTS gyp , Max (�� Sleeve ccutpiirf Elde�Isron swCA Arm(ryp. . � on r�Pod (ryp ) 113 Edinburgh South Drive, Suite co 120Cary North Carolina 27511 m (p)919.292.2200 www'swca.com c� w PREPARED FOR; rn 0 � Tcp Rail LLJ Line Lost A ALBEMARLE!' Typ ,00 KINGS MOUNTAIN CLEVELAND COUNTY r 34 8o t+om Tension om Of 13 Kings Mountain, NC 28086 Holiday Inn Drive Fma Wim Typ, PROFESSIONAL SEAL: Fabric \\`,1`tfllllillll/llf C A R 0 r� Finished Truss RodssiaN Frith Truss WI 2 in. Typ. w firms - IIC181' - SEAL i = 040761ZZ tpitl $I post cps NGINE�- c�� L_ 0A C.rtnl �P��\,e \ .� �s 6in, Typ 1.33 ft. 0 HIGHWALL SECURITY FENCE Z Q J --- - - Cq Scale: NTS a tq F r Z V♦ V) W W 0 H LLJ UJI cf) W Q E � Z Cn � Z � a. - w Q Ld z w m Q IMPOUNDMENTS o ua _ z �..� NAME DEPTH (FT) KINGS MOUNTAIN PIT LAKE 180' 0" W (nCn co w LU PEG 25 POND 20'-0" I W Q W J C POND 32 10'-01, CQC w U♦ 1 V W 0- SOUTH CREEK RESERVOIR 15-0" Ch w to C '�� SECURITY FENCE (TYP.) n �m 900' W Z U i E co �-- -r NORMAL_ co POOL - NORMAL = POOL 4HAVUA o VARIES 8'-15' \\ MINIMUM a J 0 1HAV m a z W w w 150 � o a_ m 6i � z o F- rn z 860 -- - — — — — -- — — — — — - w a� Uj 3HAV o w QLU m al �- V r C3 l o W ix W i DATE: 0113112024 a� PROJECT#: 70316 TYPICAL RECLAIMED IMPOUNDMENT CROSS-SECTION KINGS MOUNTAIN PIT LAKE TYPICAL HIGHWALL Z 0 v Scale: Nl5 ` / L \ J Scale: NTS 50 100 o / SCALE IN FEET -� SHEET m a 5.0 PREPARED BY: SWCA WARE RD�i..4 ✓ ` w�R� 1 \ / __--�--� ' , ,� ENVIRONMENTAL CONSULTANTS ° SWrsA xRrmE Lr+�.� z - + 113 Edinburgh South Drive Suite W � � i pv£ 3 �- ' 120Car North Carolina 27511 � R R° � f•-�l � ! � ,� �' LITTLE f�'rRr/ r Y 2 q@ �Oakgrave o � � ' o`� �.., � 1� 11 � - � � � � � cn. � f �,�.. (p)919.292.2200 www.swca.com �f r j �. 2 f,, Rfdge f Chotnut If PREPARED FOR: - CANE DRs'\ � Sandy Plal<ns, `-J �" r, z/ (D j J f f v SCISM RD_ $ j (1) J f C "✓ +r' NT Ito P lyp p�Rif �i �_��,r *`� I' u.: �r-� A ALBEMARLE afA ` ._ Y1RIG �/' $ r� 4- r,� s E NERNf30Ar, C£�, I",yf q� ' PIT LAKE RD �� `+J J�O sj4� / NANC OLE �'iJlt•4"(*,, "' [� . � 41 ^-j C� Q� f '' �FA A Q r-, �- `� STINNETT D KINGS MOUNTAIN _ f CLEVELAND COUNTY '— _� _.- '�� , r ! � �r• {,✓! 348 Holiday Inn Drive _ TIAR A DRO _. —� IQnO _ Gt MTER S7 r� 161 , Lt—•---�-a Kings Mountain, NC 28086 KINGS O R�n ! cI o Z PROFESSIONAL SEAL: o wK T ' , -.1 /' .� 1 J, �� . JMOUNT#�1IrN pc�`` rr �� t#c io ��t,+,�it�iirir/r/�, cn ? nkRso o o GRavFs sr r�f F" r� ,\° C A_ 0E t � � �`��O� •''ASS/a'' �� '' 74 �r � � \ �i � �y � ,�� ,. 1Q`•r� z lACJfSON S��I C5 i� �; O� /!,•.�.q OUT, gwKINGS Q 4 rEpLOii E $ a MOUNTAIN v °°� 040761 A� x `` d ;EASTEMPAVE - . IL 1 RELIANCE RD t_. c R/trEI R`�7 A� J � ; r , !✓I! 900 s� tl r pW lAK ER 5 �T11 AP IST �H H£J INlA 74 q Z W o FAT r i I I�EL FSt�tt\� \\.` ytyq, f obv L q VESTIBULE CHURCH �C �, C /I3tt. C'I• v ; 1 �, ro x I N v �� t E PARKER ST : - o t r RD r s _mil \I V 2 t�w f r U q �.g 2�1 v z 216 1 2a L ° / ✓ ��" f `a ! w° v oar I f _ ` �$J^� � I ✓ i ,. E RIDGE SFs T 1 q SlWOOD L r QW 7rS y — _c.COAtdtER{F.&VD__ `u �`-_ l `F 71 „ 1 4lai"� r . w - `- 511EL.BY RO W MOUNTAIN ST -+t 7, o �. Iriountain An Q J ! j W GDLD SF Reit Cean ° E GOLD 3T - 11r,4 74 ��`ti` `� c { i� 1O/NG.5T.. BRIDGES DR y t� ( J � O W 'r , L �j [:1 Bettie[Eem HAWMD ©U I yi ,RNJ � ��a�rS ?f � OsT Z � °KIN MOUNTAI Q N _ I— _ J x o C Lt�t J_ �/ f "vl ��••--" �'-'1 �( 'F�� ,1 �r '.�i �` _ Ir j i Jt// � - pd EAST MINE BOUNDARY PERMIT 23-01 \or�g` "'$ ter ! / ti• , ,�t,`I �� U) ~ W < Q �`.� : G �_ � � ( r`" �--•� �� ,, '�„ `- apt .._ f f R�"° t� � �� r G _Z /f _1 / KFOIZE'Sr°R — KINGS � �,# � �`'� ' _.; f r i I t �_3 � W W J M `♦ MO V N•I�t]IIN W — Q O t� l �r if 4 � �''ti - ��- - .j T -� �T / l � .. 1 i ' ♦ I(_ 1�► ( vUj �PsHfFE CIR � I l _-5✓' � � �!i f � � � w O �=r R w Q ~ 'f .�icj�. -Ir IIIr �f �G1 \ f ♦ f� L.l. r � �p3 � `Z � f t ,,/" pP`!� r_31ic•rt-t-'s,rrrjxa�.�Lnt.c° _ •`'�� , � f .. � � ^ 1 � Q ! L� Lij /4 ,� .. `! r n V) V) LU f LU r �Q [�� {1F a? x PLU CO ' U-) W` tria `qPe� OR H 3 po l '� , w Jr�C�GZQ O J kttV� U) Ally me-, > CL Uj 7 i 29 JSyrte \ � f� � "' thiarr�a?.4r'i,t'?r,tcattclirt it � .`; � I } 2 / . t' mO Nlr tCQ O �CV r1b � a 1.,. Vic° ll/ ,rtlanrtl, Z H W O RIXONDAIRYRD \ 29 Afartin llarie'1lcl Y (`" ) `� a N -Arthdal ('crmJ�t Iy l.ttkP 1 T „` l {� o CL I o Uj W Z a ( 1 1 �/� ca <'-�� I r 1 � � h- f � 1 � l/ � 361 n �(� `�.-�°\•�. _.,�1 � lr y ce E LJ RERD ( �` !' i ^� A"incJ. :Wountttin City _ -\. #� ,;" F a d l (l I } LU oSt f Alt Lu 1 r fi4 owENs ' __�- VV - 1 I - a > L-11f w 9IL 1 ( ,�� IX �� r I (f DATE: 0113112024 41 PROJECT#: 70316 a� 0 2000 4000 N SCALE IN FEET \l SITE LOCUS PLAN MMMMMO SCALE IN FEET I i 0 1000 2000 4000 m `�. ' BASS MAP SOURCE:tit#ps:lingmdb.usgs.gov/tapoview/viewed# I 'C3 � ``� SHEET 6.0 d k ( PREPARED BY: IL • T'OW6 r°rsSWCA g� j Towish i p ENVIRONMENTAL CONSULTANTS 4� 1— SWCA 113 Edinburgh South Drive, Suite U) 120Cary North Carolina 27511 0 (p)919.292.2200 www.swca.com - - U) a< � PREPARED FOR: co Y 40 A ALBEMARLE,. 4 1 KINGS MOUNTAIN _C �I - - CLEVELAND COUNTY o ` 348 Holiday Inn Drive Kings Mountain, NC 28086 - mew I o PROFESSIONAL SEAL: f V $, \\`� 1t1111!!!11! lire L �..� � w�� V' CAR I SEAL 040761 uj a� �, .. osy!vclr�E� 11 JUA I C.t„a,`\�� i W h.ite Plains L W EAST MINE BOUNDARY (PERMIT 23-01 is t) y IW z c LLI Uj E— w Q sty Z C Uj W Z � i uj Jers �, �' WL v VJI? . e Z � cC Uj < d x Q W W J w I °� V w W a rLLj fg m w F v Cn rrbdaJ _ � a C'iIl w e J N � J Z LLj z" + f f Z Z t0 r 0 0 Q. Of � a o o ? 0 z a G - LM W I LL QLU 3 N pG Uj ` - V LY � w DATE: 01131/2024 2023 Microsoft Corporatjon © 2022 TomTom , • PROJECT#: 70316 I Q N SCALE IN FEET 0 2000 4000 N 0 •� CLEVELAND COUNTY HIGHWAY MAP IN FEET � - --- --- -- - -- - SCALE SASE MAP SOURCE:https:Flngmdb-usgs.gov/topoviewlviewer/# 0 1000 2000 4000 co SHEET 0 7.0 it PREPARED BY: SWCA f ENVIRONMENTAL CONSULTANTS SWCA ~ f 113 Edinburgh South Drive, Suite T ® .,.* / ,a j r { �• � 120Cary North Catalina 27511 , r dp)919.292.2200 / www.swca.com ADJACENT PARCELS TO EAST MIKE AREA ,,`��iff v � � PREPARED FOR: ,s 62 LL1s wilum l f III II' i i L E MAR L.E UINC3 1 a �-� WARREN �� C�� _ . � � j j { KINGS MOUNTAIN ,L E M LE U.S C 5 155 �3 1 1 NTH W E 930 1'_ 1 ? d7 ,r CI-EVE�AND COUNTY µ x ,. rf 348 Holiday Inn Drive 3 LBE MARL U.S. 31.2 . - N E Y EL 5-E 3 24 , Kings Mountain; NC zsa$s co 4i LB EMA L.E . - N E. 59431 S ROB. �A GAR E 93 75 � , _-� PROFESSIONAL SEAL: 5 LfLE L� .: .., � � ELEL .� �,`F, ��`,�� 'CIARo'',f , L '. 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