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HomeMy WebLinkAbout20230523_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 120Cm y North Carolina 27511 � a p)9 9.292.2200 2023 ACTIVITIES PROGRAM cn www.swca.com a) o PREPARED FOR: U) EAST MINE ( PERMIT 23-01 Q w cy) CN A ALBEMARLE N PLAN SET N N O N KINGS MOUNTAIN o CLEVELAND COUNTY 348 Holiday Inn Drive KINGS MOUNTAIN , NORTH CA R O L I N A Kings Mountain, NC 28086 a) PROFESSIONAL SEAL: MAY 2023 cn ' CiA R llli i m SHEET INDEX ��" ' pN9� w� �� oFESSlq '%; p Q y ~ r a , = SEAL � = 040761 '% 1 .0: COVER ; 2.0: ACTIVITY LOCATIONS - VIEW 2.0 ''osy�A..0 4 . ° AAt 2.1 : ACTIVITY LOCATIONS - VIEW 2.1 CION ' ti , ti PIP LU N ■"T ' L ti r L 2.2: ACTIVITY LOCATIONS - VIEW 2.2A AND 2.213 O .. N co L . + '• r 3.0: ACTIVITY LOCATIONS NOTES AND DETAILS 3.1 : SWPPP PLAN Q r L r• O 1 - r. ' Y O 1 4.0: RECLAMATION MAP - VIEW 4.0 M O 1 ' 1 O N EAST MINE BOUNDARY PERMIT 23-01 21 •14 + �.= 4.1 : RECLAMATION MAP - VIEW 4.1 a c M ' + 4.2: RECLAMATION MAP - VIEW 4.2A AND A.213 V W W ' ram VIEW 2.0/4.0 �° _ W — 5.0: RECLAMATION MAP NOTE AND DETAILS C� - �� = 6.0: 7.5-MINUTE USGS QUADRANGLE MAP 1z W W w 1 _ ' 00 Q 4' r ' a 7.0: COUNTY HIGHWAY MAP Q U co ♦ �' N W O U) N co VIEW 2.1/4.1 °�tiT L r � Q LLJ N ti �`' ; • �o • p'� C % .L N Rod VIEW 2.2A/4.2A a z a w E w LID 7� , C9 00 •1 F J M O F a J N '�+' ; VIEW 2.2B/4.2B m o LU O N — 1 a n c� � • v a cn cn c� L EAST MINE BOUNDARY PERMIT 23-01 a c a) o o a U w a o c wa r ti o r W LL c Q H } _ LU U a) F �' r O ti f , w a) ALa F + DATE: 05125/2023 PROJECT#: 70316 c r 0 1000 2000 X m VIEW INDEX PLAN 1 ALE IN FEET � BASE MAP SOURCE:https://maps.viewprogis.com/ecp/kingsmountain-nc# SHEET - 1 .0 IN PREPARED BY: 1711-Fl IilIl;0,p IIItIr SN11 A itw E ENVIRONMENTAL CONSULTANTS IIEAST MINE BOUNDARY (PERMIT 23-01 f lSWCA IINIII113 Edinburgh South Drive, Suite III12OCary North Carolina 27511 IZA S (p)919.292.2200 IIIIlIlIIZ_ ( LEGEND www.swca.com - - ------ II WEST MINE PERMIT BOUNDARY (23-34) PREPARED FOR: I7' ---------------------- EAST MINE PERMIT BOUNDARY (23-01) ZIAli---- ------------------ EAST MINE 25' PERMIT BOUNDARY BUFFER #+ ------ ALBEMARLE" I < X COMMON EAST/WEST BOUNDARY- NO BUFFER 2' CONTOUR II KINGS MOUNTAIN ICLEVELAND COUNTY IIEDGE OF PAVED ROAD 00 I348 Holiday Inn Drive 920 Kings Mountain, NC 28086 EDGE OF DIRT ROAD IIgon I9 900 EXISTING TREELINE PROFESSIONAL SEAL: INEXISTING FENCE A lIIICAHO IIRAILROAD TRACKS V Iz I < EXISTING CULVERT IIISEAL IIIIIII, lip STREAM IM 040761 IN III50' STREAM AND WETLAND BUFFER III 'O Iy ........ IWETLANDS 'YOA ItII Y C IINA 25' LAKE AND IMPOUNDMENT BUFFER IIIV IIIIINllNILAKES AND IMPOUNDMENTS Y"III Io I-- ---- KINGS MOUNTAIN PIT LAKE lA I \A OFFICE AREA LLI IA' IIIIDRAINAGE FLOW ARROWS III2022 ACTIVITIES LOCATION X goo- 2023 ACTIVITIES LOCATION (TYPE A) I2023 ACTIVITIES LOCATION (TYPE B) A- FI I860 F 2023 ACTIVITIES LOCATION (TYPE C)*7/ --7----- FUEL, SOLVENT, AND CHEMICAL LOCATION Nz SEE SHEET 3.1 FOR DETAILS. 850- t1 Jill I0 C 4 NOTE: LOCATIONS AND EROSION AND SEDIMENT CONTROL J/ LI IIMEASURES SUBJECT TO CHANGE BASED ON FIELD COND IITION]S IV, > A Cn ICt, II (Z Cb 7////// CATEGORY CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED lLLI IL AFFECTED ACREAGE f Ly 0 IITail i ngs/Sed iment 0.00 0.00 0.00 ILU 4F I /A/ Stockpiles 0.00 0.00 0.00 itIWaste piles 0.00 0.00 0.00 0 Uj 71\ 0 -J-r 3.00 4.50 7.50 o1r Processing Areas/Haul Roads lIIMine Excavations 0.00 0.00 0.00 0(9 IIIII _j I �ao Other 4.50 6.50 11.00 or lIII > I //j/j/1 Total Affected Acreage 7.50 11.00 18.50 Cw*4 IIIif I850-!�:!- LU Cj)II < Total Permitted Acreage 614.30 614.30 614.30 z N _��60 z 04 IINIf-7 LLI CN IY,800 ce F f IIC4 IILU IICN _ _840 IIY_CP IX_0 CP 0 ­7 I1z;_�Z� > &00 - ----- I- - X,87 y 7 886-�fl, Xf 8 71 LU LU WO - —II2U 960 860> INIIVIUUrt_)NU1+z I\, CL z 96, M 0 z C* IM M UU LU f z EXISTING SURFACE II < 0 %le 0 III I -R IMPOUNDMENT Ei I- I<Fn n En cl)i146 I9 LU _4� LJ z \"OF /fF wo ------ ENTRANCE/SECURITY IIr I I ill70 % GATE ill# % 846 LL1%14 / > LLI AREA CONTAINING FIL LU IL -% I SOLVENTS, AND CHIE1.11-- U) I0 z ILL Ct SEE STORM WATER POLLUTION I IIIIII 1jil'ON \ /(�, z � I I, 4 LU IIPREVENTION PLAN. 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IIII ul ,//%,"\o\\\o /// / , \ / ♦ \\ I /i////;,/ _ \ I� \ \\I I, \\\ \ \ \ \ \ _ram i \ � 1 1 1 \ \ \ \ \ - -/- \ -\,\ \ \\ \ \ I1 \ \ \ \ \ \ \ t \\\\ // / /// l //// /, //// ' / - \\^^ / \\\ \ \ // / / \\ \ I/ /// / \\ � - \ \\ \ _ \ I \ \ //�/ \ i / / ' // r /'//// \\\ \ \\\\\ \ / \ \ \ //// /', \ ` / / /r / / / \\ " � SEE STORM WATER POLLUTION II '1 \\ ` \ ' �/ ' / ',' \ ` `� J/r♦ 'o " ` 1 / /'�/ 1 ` /// / /r/ , \ \ \\\ \ /// /// ,r r J \ Jk ALBEMARLE \\\\ \ \ \ / / \ \ \ \ \ ' r \ \ ♦\ \y..r.� /i_\�_ , \ - 7 , I /, / // /// / \ Ill IIIII/ \ �\ \\ `\ / ' _1 ////�/ / / / \ I //,� / O\ \ \\\ 1 \ x -=�� /r / ///, / rr/ / / PREVENTION PLAN. II \ I \\\ \ / \ \ \ Y' _ V \ \-\\\\ i _ „l /// /// /// / � /IIIII /o/// r // // \ \\ I \ / '1 / \ �� � / % ' / /// ///'// / / - - \_' //jl 1'/' IIII I I \ \\ / /i i'- \\ //i' /' / / /r/r I\\ \ - /' I I - I I I // / / ,/ \ ii//l/ I l 1 I h/ I \ \\\ \ \ i', --- \ - 1 i/i//r / J r// // ,\ \\\ / / 1 I / I l- _L \ �\ I Y \ -�, EXISTINGSURFACE \ / - -�rf!_ ♦ X 11IIIII(IIIII /, 'j _�'� _, //// //r / r/r l \ \ \\\\moo , \ \ / a / , \ \ I I l/l r- �/ l ' I - \ \ ` --' / / / I \ y / /� \ \ ' \ ` \ - - - /, % /,' ' ,' /////�// / `� � �j//IIII IIIII IIIIIII \ �\� \\ "i'�'-- \\ X %'%'/�'//r' /%%i' - , 1/ll�/If , ��C , / /1 / / / \�\\\ \ \�- / / / / / /� _ �/ \ \ ---- -== WATER IMPOUNDMENT '-\\\ - /, \\\\\\\\\\\ `\ / /', , / / // / / / I III IIIII1lI IIII Ill IIIIIII `\\\ / \`\ �� i/ir//, / `\ II/ 11 _� / / / / / / I \ - _ \ - \ \ - \�, = \ \ I ( - \\\\\\\\\ _/,/ ,,/ / , // / /I 1 IIII \\�\1\\\\ \ \\\ //11' \ / ` `- /�//i//// r(� / �\ \\ l\ ��7 / / 1\\ / / / / / \ - \ \ \ \ \ \ \I 1 \ %, /\ \ \ \ 11 �\\�\\\\\\ '//„/ 'i % i// r///r i / III III 1 \\ \\\\\\ \` \\ / /-- \ \ - %'ii/i/ , ^\ /I/�" \\\\\\\\` / / / '\ I I l / / / / , / \ \ \ \ \ \ \ /'\ \ \ \ \ ` \ \ \ j 1 11� / ;-/ ^ 7�`'\\ /- \ \`� \ \ \ 1 / �\\\ \\ \ - i„ i / //�///�/ i \ IIIIIII \Q\\\\\\ \ ` \ \ X / /ii// / //i�- \ \\\\ \\ / i' / I 1 rt`= - I r / / / / I, I , \ \ I \ 1 I\\ /i// ram_ \ \ \� / \ \ \ \�\ \ `j ,_,'///r/ rr' ' ``\ �'lu I'll\\\\\\ \\\\ \\\\\\p\\ 1 _ - X\/\\� r // / '//,/r, \\\\ \ / KINGS MOUNTAIN _!- / IIII \ - _ l / ,-/ l l I l I \ \ \ \ - \ \ \ \ \ \� \ IIIII\ \ / /� \ \ \ �\ = ' ii / (I I\\\ \ \\ \\ \ - - }/\ / / '/ �i// \\ \\\\ \ 1 ) -V- - \', I�l I \ \ \ -I \ \ - / \ 1 \ \ I j // C 1 1 J \ \\ \ �-. \ \ \o\-- % r/ r / \ / 01\\\\\\\\\\\\\\ \� \\\\10, I -\ \ \ ` ii" ' ' / r//"/ �\\ \\\\\\\ / / i r -- _ I \ \ \ _ ® \ \ /' , n I \ \ \ / / r \\\ �\1 \ - \ / \ ' /'r//i �y " \\\\\ CLEVELAND COUNTY / l / \ \ \ \ \ \ / \ / _I \ ri/ \\ \ l \ - / / I �I 1\ \ \\ / / - 1- L - \ \\ \ \ i _ - \ y \ \ //' Y J-I /// i, / \ \\\��� // / - / O \\\\\\\\\\ \\�llllll�llllllll111 - � ` � -= i' ' j \ ' %/ / r \\\ \\ �\� / / __ - I I \- _ L y\ - \ \ \ , \ __ I Ill/ l //rJI1 k ' - --�l ( , /J ` `\ 1\ ` `\\ % / r / / \\ \ III 0 1 , \ - - L /, / ////� >\IIII//,// / \`\ \\ \\ \ c-, //,/ 348 Holiday Inn Drive it / \\\ ^\ I \ \ ��\ 0 \ \ ', 1\ - \ C I-�-/-J // / 7 \ \\\ \ -' / _ \\\\ \ 1 / - / /i r/ ,\ 1 // / '\ \ \ \\\\\\\\ \\ '',i / Y \ \ `\ \ / - \ I _ I \ // > I� �\ Il / i \� / " '%'// / _ - I \\ �\ �\�\\\ \ i //IIJJIIJIIYIII \ -f-- /' //� \\\\1II�// / / \\ 0 �\\ _/ / iiI " \\ \ _ \ \ \ \ \ , \ < I I / // / - _ \ \\�\ � '� / // - - \\ \00\\\ \\ / !1 ll //r ll I III ll/l \ \\\\\\\1"_ -�%ii \\\\ / I \ \ \ \ \ / , \«\- r\y \\\ III \ \// n//�„ i ,, \�-- „ _ - \ \\\oo\\k\\ „/oGJuil �-- /'o// /(, `l I"nl�llllll --_ ----_ _ \\\\\��, �,,i,_ Kings Mountain, NC 28086 \`\\\\\ \ ---- I I I I I \ 1 \ \ \ 1 \ 0 I \ \ , I �'' ' I \\`\� /,- \ 7 III/// 1I lI / - \\-i i / , 1 \\\ \\�0\ \\ / /�/// \/ \/ , / / / /,, 11 IIIIIII I1111 = =__ = m \\�� \��� i \\\\\\� \ \- l I 1 I \ \ \ - Z_ \T \ / \\\ `- ,_ /� \1 1 // ,/ X //= _ \ - ji i - --' / \ , / \\Q\`\O \ /, 'i/, / / - //� �/i //l�ll�rllll�IIIII =_ -\�\ -� '\ \ / - // / - \� -'s `�\�\` \ \ / / II \ \ -- \ \ / / - /_ i ��\I I \ -� //%/ / / _ i ' / / \`\ iii „//'//// l///J/%,l/�l 11 _'=�•r:� - - -- \ / \ 1 , / , - _ ', _�/ \ l l\1/IIIII l/�/ l// / // / >\\ /%_ ', / /� / O \`\\ _ ////// ////// /,ll l'� iz \ \\`\ > l \` \\ - I / - _ - / - - / r/rr rr / - ___ PROFESSIONAL SEAL: \\\\\\ _ r / \ \ \\ \ ` 4cf� / \ / / - \\ r // d \ 111//////////i/ rr „/, \ / / / \ \ __ i , \ /„r // /// ///Ill i% - \\ - - - / ' > \\\\\` ' / \ \ \ ` \ - '\ J / / - \ , \ /\ �(/1/1/� I I / //// ///, '/,ii - ''/ / / /\ v�/ / i i�'�/' /�/j/r//� „i� ! 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''\ , %/, 1/IJI IIII \ v , / /' / j- r U N - I ( �/ ' - ` - / / r - / / \ I I I / / , \ // ,/ / / r / / / ' �,/ '� �- /' // \\ I I lI 1 l l I I 1 ' / ' \ - ' W f ( / \ / / \ I I - _ \ \ I I \ \ / - - -' / / /' - / - / --' // I / / / / ' - / W \ , \ / / r/rr r / // // /' ' / - ` \ \\ I / / /- \ \ \ / / -1_ ` \ DRAINAGE FLOW ARROWS // /, / / /r / — / - / \(A J , II / �--__ ��- I\\ \ \\ \ I � / / v III I // \ \ \ l l I I I I1 / IIII//�/// / ' / ////// / I/ I - __ - ,//' / ,, ,- I I o / / _ - _/ I J ( I I//''- -- \\\\\ \\\ \ / I / / / \ \ I I l I I l // ' ' f / r --- / / /r// /, / -- -/ , ------ --\ I /// O/,Q I M // // l I ' I / I / / // / 'r /' �-' --' , - , - I I / // /i ,l Qj / --i/ 1 , -' I I / ' - � ) \ \\ \\\ \\ I I I / / //////////////// / // / / ) I I I I1 2022 ACTIVITIES LOCATION I I l / 1 IIII/ I // I ( III I \ 1 \ / ,' / -- ---- r/ r//,, ,/ ,- - - , , ---- 1 / //// /// \ l�ll/ll 'I I 1 1 l / // // // / � � ' / L .!� /;11 /' quo-- - �� A v X, / //// /, / I/I V / I 1 1/ - // / - ___ / \� I A I / / / - - - ' ,/ „ '�/�' '''' - - - - /- �' �� IIII 1 I I I \-'/rr�,%/��j/� I I ll 11/l l/ll l l l A -' ' / - /- -����_ \I 1 1 1 v-' - vv / , , , , , /// //I / / / 1 11I / IIII/ IIII 1 I A VAA / / 'r / _ ///////r/, / - ' /// l I l I ' '/ /'/ - ''' �// // - ��vv`�__ I /r / / / / 111 I l \ \ v I ------'////r/''� /' - � _- \ /iri lull/,llll,ll 1I 11 I -' /'/ / / Il ' --- --' DATE: 0511912023 (A - // / ) I I I I I /i �v I '/ �\// /ri , / ///// l / r l ' I 2023 ACTIVITIES LOCATION (TYPE A) ' / 11 I A / ,/ / // / 'v / III v-'%' ///'rrr' �v v_- / // / _ v v I ' A / / / / / s� _ /// _ -/r / , \ I11 I l /✓- ` \ - ////X / /////l /r ``_, /// / 1/I1 /rl/ I I \ \ \\\ \ \\ 1 I --- --'/ "' / / -' ' -' --'- \ / /i// /'i /'l/ 11 / / / ' - U �/ - //� /i \ II II I ,�-_\`\ \ l/ ////''1''/xi'i' //"////l// / --I 11 ' / /r l/ 11/Ill/ll // \ \\ \\ \\ III ( \ \ -- -- /''///// / - ->' / I , - - ///,( III \ `_-�,/i�ii'// jll IIII / I\ \ _--'I/ /, ////////', ' ' - - / //, -- / //' /- /// / // r I / / l 2023 ACTIVITIES LOCATION TYPE B // , ///// /, /,/ \\ 1 1 \ r ,, /r // / / / Ill I '--- _ \ / / /// //// , - \ r U - - -�//// ,//- \\\! \\ /l/l// l r �- _ \ \ \ // /�/ /r / // ' / -__-- r// / - ---_- = - --�<--/-,'// / , ��\� /l 11 l I /// 'i' \ \\ \ // ////// /, // //r, /// / // \ / l 1 ' / // //// // // \\\ 1\ \ \ \ ' ' I 1 / /' // / / \ `-- _ _ '/-,i -' - ///i / --- \ ' // l // ' " \ \\ \ \ // //// Y / /// / // // /- \ _, / / / \ \ / / / / / // / / / , / // \ //, ,IIII // ` // '/ '// // �' -' - �! - , / / ,I / r, \\ '/ ,// / // i/ / '// / r/ / / // / / / ////r I l l l I 1 1 I 1 I 1 \ \ \ \ \ \ / , r r/ / / , _ / \\ _ //� / / / / / / PROJECT#: 70316 /// r / / // /// / / \ I 11 \ \ r / / / / / I / l/ I I \\ -"'/"i//i_ ll///�Illllll/l II \ - _ � -',/'/i / / // / /-- / / FUEL, SOLVENT, AND CHEMICAL LOCATION I / i/ / / r//// //--\\\ \ /,/ /,//i / /„ r , , // /// \ / / 2023 ACT VITIES LOCAT ON (TYPE C) / / /i/ \ \ \ I / / \ _ -- m _- // / / / ///, / \ \ / / - //// // \ \ \ \\ \ \ I I / / / / / ,' ' / / l I l 1 // /-\ \ �,'/ir/z Jl/ / / / l/ -''/ ' , / / // / / 200 400 0 x O SEE SHEET 3.1 FOR DETAILS. 111111111111111111111111 Q EAST MINE PERMIT - VIEW 2.2A NOTE: LOCATIONS AND EROSION AND SEDIMENT CONTROL EAST MINE PERMIT - VIEW 2.2B SCALE IN FEET MEASURES SUBJECT TO CHANGE BASED ON FIELD CONDITIONS m SHEET a? 0 2.2 a U Q W GENERAL NOTES SEEDBED PREPARATION NOTES PREPARED BY: 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 a_ SELF-FASTENER ANGLE STEEL E THE PROJECT GEOLOGIST/ENGINEER PRIOR TO DRILLING ACTIVITIES. DUE TO THE DYNAMIC CONDITIONS IN THE FIELD, CONDITIONS. TYPE, 8'-0" O.C. WITH WIRE, A DRILL HOLE LOCATION MAY VARY. 2. LOOSE ROCKS, ROOTS, AND OTHER INSTRUCTIONS SHALL BE REMOVED FROM 6'-0"WITHOUT WIRE 0 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 AND PASTE LE A MIN. OF Y IN SWCA d WIDTH AND FASTEN ADEQUATELY TO � DEEP. 3. ALBEMARLE WILL DESIGNATE A SAFETY MANAGER ON SITE AND IS LEGALLY RESPONSIBLE FOR THE WORK, INCLUDING THE 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 0 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 I- ALBEMARLE SHALL NOTIFY NC811 AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. ALBEMARLE AND SPECIFICATIONS. (p)919.292.2200 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING 2"X2"X3'STAKES, EVERY 5' PROTECTED AREA Q THE CONTRACTOR SHALL ENSURE ADEQUATE TIME TO LOCATE UTILITIES PRIOR TO COMMENCING WORK O.C. PER STRAW WATTLE www.swca.com w SEEDBED PREPARATION. < ADJACENT ROLLS 5. IF UNMARKED UTILITIES ARE DISCOVERED DURING WORK. THE PROJECT GEOLOGIST/ENGINEER AND SAFETY MANAGER w WILL BE NOTIFIED IMMEDIATELY. 0 7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN 2 DAYS AFTER MULCH SHALL TIGHTLY ABUT IS SPREAD. N STRAW WATTLES TO BE SET Q PREPARED FOR: 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING UTILITIES, ROADS, AND ACCESS AREAS. DAMAGES 3" BELOW GRADE of AREA OF 8. REFERTILIZE IN SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. w STEEL POST, 8'-0"O.C. N WILL BE REPAIRED IN ACCORDANCE WITH THE UTILITIES OWNER. PROTECTED AREA F- DISTURBANCE 9. MAYBE MOWED ONCE OR TWICE PER YEAR. AREA OF N 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 1-i GEOTEXTILE WITH 1212 8. THE CONTRACTOR SHALL AVOID ALL WETLAND AND STREAMS AND MAINTAIN A 50 FOOT BUFFER FROM CONSTRUCTION Mi FLOW _ GUUGE WIRE MESH J`` �T �� ��T t _ 2"X2"X3'STAKES, EVERY 1, L, L, o ACTIVITIES. SEEDING SPECIFICATIONS dI -III-I I_I I_I -III- Ad-IN 5'O.C. PER STRAW 9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF NORTH CAROLINA - I"Id-hi-Id IA I I_I _ I_I E LAWS CONCERNING EXCAVATION, TRENCHING, CLEARING AND GRUBBING AND OTHER WORK INHERENT TO THE PROJECT. .III-III III- III- WATTLE E UNDISTURBED SOIL SEED TYPE MIX SEEDING DATES SEEDING RATES I-III-I -III- III II I= KINGS MOUNTAIN d 10. THE CONTRACTOR SHALL CONFINE CONSTRUCTION OPERATIONS AND ACTIVITIES TO THE SITE AS SHOWN ON THE 1- 1-- 6"x6"TRENCH DRAWINGS. STORAGE AND PROTECTION OF MATERIALS AND STRUCTURES OFF THE SITE WILL BE BY OTHER -III-III - c WITH BACKFILL CLEVELAND COUNTY ARRANGEMENTS OF THE CONTRACTOR. NC Steep Slope Mix (ERNMX-310) all dates 20 Ibs/acre -i 348 Holiday Inn Drive 11. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION STAGING AREA CLEAN AND FREE OF TRASH AND EXCESS DEBRIS Kings Mountain, NC 28086 co w FOR THE DURATION OF THE PROJECT. QI 12. EXISTING FENCES, POLES, SIGNS, MAILBOXES, CURBS, SHRUBS, PAVEMENT, LAWN AREAS, AND OTHER SITE FEATURES Native Habitate Strip Mine Mix (ERNMX-111) all dates 20 Ibs/acre SILT FENCE-STRAW WATTLE COMBINATION PROFESSIONAL SEAL: Q SHALL BE REMOVED AND REPLACED OR REMOVED AND RESTORED IN KIND BY THE CONTRACTOR AS REQUIRED DURING3 U CONSTRUCTION WORK. ALL WORK SHALL BE COORDINATED WITH SITE WORK PROVIDED FOR IN CONTRACT DOCUMENTS. Scale: NTS y\ Native Steep Slope w annual rye ` �� C AR p co 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR (ERNMX-181) Feb 15-Aug 15 60 Ibs/acre ` ......... L moo:•�F ES S/p�;•.'�9 o STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. q % 0- 14. TO MINIMIZE TEMPORARY CONSTRUCTION IMPACTS AND POTENTIAL SEDIMENTATION TO WATER RESOURCES, ALL EROSION Native Steep Slope w grain rye = l Aug 15-Feb 16 75lbs/acre 8 MAX. WITH WIRE SEAL 0) AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING WORK. (ERNMX-181-2) (6' MAX. WITHOUT WIRE) = 040761 = 15. ALL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE APPROVED BY THE PROJECT ENGINEER PRIOR TO = _ 0 INSTALLATION. C� �'•. FNGINEF�•'�� 16. ALL EROSION CONTROL FABRICS AND STRAW WATTLE MATERIAL SHALL BE PROPERLY STOCKPILED AND HANDLED TO %, O ••••.,,,,,,..• �� 0 SOIL AMENDMENTS T, N PREVENT DAMAGE TO THE APPROVED AND INSPECTED MATERIAL. MIDDLE AND VERTICAL WIRES i HUAIICjj1\P0 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. cm 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." W Q 19. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. SEED MIXES ;z( 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 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J aCONSTRUCTION SEQUENCING OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES (DWR) STANDARDS AND l-fff-rfl-lff-m-m-marl -� ILm-m-lT<-m-m-lT<->T<->T<-m ;m- m-m-lT<-m-m-m Z Q Q g 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 J I W �I 2. FIELD IDENTIFY DRILL PAD LOCATIONS WITH STAKE OR OTHER SIMILAR MARKER AND GPS COORDINATES. PRIOR TO ANY GRADING. WIRE Z O 0 3. IDENTIFY ALL UTILITIES. 3. EROSIONS AND SEDIMENT CONTROL DEVICES MUST BE CHECKED WEEKLY AND AFTER = M O :zIx o� 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 GEOTEXTI LE O N Q cn 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 N 4. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3HAV) LU E 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 USE GEOTEXTILE A MINIMUM OF GEOTEXTILE W Cn Cn 1I­_ 0 7. MOBILIZE DRILLING EQUIPMENT AND CONDUCT DRILLING. CALENDAR DAYS, AND FLAT SURFACES WITHIN 14 CALENDAR DAYS ACCORDING TO THE 8. DEMOBILIZE DRILLING EQUIPMENT. SEEDING NOTES. 36" IN WIDTH AND FASTEN ADEQUATELY Z Z II COMPACTED FILL - o TO THE POSTS AND WIRE AS DIRECTED. - W N w 5. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN IY 9. STABILIZE, RENOVATE, AND SEED ALL DISTURBED AREAS. USE WIRE A MINIMUM OF 32 Z w COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN Q 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 TE U DAYS AFTER COMPLETING THE WORK. OF 5 LINE WIRES WITH 12" VERTICAL Z W Q U) 6. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION SPACING . I II UA: I IIIIIOCCURS WHERE MUD, ROCKS, AND DEBRIS IS TRACKED ONTO PAVEMENT, THE PROVIDE 5 -0 STEEL POST OF I I III 0 CONTRACTOR SHALL CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO THE SELF- FASTENER ANGLE STEEL (n J PREVENT FUTURE OCCURRENCES. TYPE . 4„ ,' STEEL POST - 2'-0" DEPTH 7. ANY STOCKPILE AREAS SHALL USE TWO ROWS OF SILT FENCE. FOR MECHANICAL SLICING METHOD W CnNO INSTALLATION, GEOTEXTILE SHALL 8. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY A __ _ _ j N a BE A MAXIMUM OF 18" ABOVE GROUND REPRESENTATIVE OF NCDEQ Q V -DEMLR. SURFACE . EXTENSION OF GEOTEXTILE AND N Q Cn WIRE INTO TRENCH Q W N mco O � L W U) � -n N U m m z J TYPE B-NOT ADJACENT TO WETLAND OR STREAMS. m_< U 0i AREAS LOCATED DISTANT FROM WATERS OF THE > 3 ftON E 8 STATE, BUT WHERE SLOPES AND TOPOGRAPHY COULD 4' M Q 90 CAUSE RUNOFF IN THE DIRECTION OF WATERS OF THE o STATE. INSTALL STRAW WATTLES OR HAY BALES ON o 1% DOWNSLOPE OF DISTURBED AREA. SLOPE NOTES ¢ > T VARIABLE 1/4 WIRE MESH a ,,-'' ,�� 3.5' U USE NO. 5 OR NO. 57 STONE FOR SEDIMENT DIMENSION --*- * a M 80'x4o' / CONTROL STONE . z a SEDIMENT CONTROL STC LU LU N 30'ACCEtPAT�. � DRILL PAD _,-"' ,,-' i� 3.5' � CN _- USE HARDWARE CLOTH 24 GAUGE WIRE MESH 2 ft a co ��/ -___T�NGD1RTR�PD ! ; 40' WITH 1/ INCH MESH OPENINGS. 1 ft min Q INSTALL 5 FT. SELF FASTENER ANGLE STEEL a J SECTION A-A � ; POST 2 FT. DEEP MINIMUM. - - m o U o Z co TYPE C- INTERNAL DRAINAGE. NOT CONNECTED TO ATTACH HARDWARE CLOTH TO POSTS WITH WIRE O LU 50'BUFFER _ --''" IL WATERS OF THE STATE AND DRAIN TO EXISTING i STAPLE OR OTHER ACCEPTABLE METHODS. o a INTERNAL FEATURES SUCH AS MINE PIT. NO i 80 EROSION SEDIMENT CONTROL DEVICES NEEDED. / �A SPACE POSTS A MAXIMUM OF 3 FT. N Cn (D N w Z i p 6 0 80'x40' DRILL PAD so'x4o' / FOR INSTALLATION BETWEEN SECTIONS OF o O X DRILL PAD ' / 1/ WIRE MESH a z TYPE A-ADJACENT TO WETLAND OR STREAM: PROPOSED SILT FENCE, EXTEND SEDIMENT CONTROL w o AREAS ADJACENT TO WETLANDS OR / / DRILLHOLE STONE A MINIMUM OF 12" ON EACH SIDE OF SEDIMENT CONTROL STONE w a z SPECIAL SEDIMENT CONTROL FENCE SECTION. ~ c� STREAMS INSTALL A COMBINATION OF SILT ,� Cl) Cn FENCE AND STRAW WATTLES OR HAY BALES / <� 1 ft min OU_ ON DOWNSTREAM SIDE. i ' 04� w >,co m / 40' c7 % ; �► 4' WATER FLOW 20 0 ' !! ` 00 4' PROPOSED SUMP - rl - - LU Cn ' - ---STRAW WATTLEMAYBALE---------------- ' Q' i L------ ------SILTFENCE --------------- STEEL POST - 2 fit DEPTH a W r ► A 1/4 WIRE MESH DATE: 05/19/2023 ' 2 ft - PLAN PROJECT#: 70316 L m 0 50 100 co - TYPICAL EROSION & SEDIMENTATION CONTROL MEASURES TYPICAL DRILL PAD SUMP LOCATION SILT FENCE SCALE IN FEET m 1 2 4 Scale: NTS Scale. NTS Scale. NTS SHEET 3.0 PREPARED BY: Q c 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 E ENVIRONMENTAL CONSULTANTS E 4 gyp' x SWCA o /L - LL - A 113 Edinburgh South Drive, Suite - 120Cary North Carolina 27511 (p)919.292.2200 www.swca.com TRUE NORTH PLANT NORTH LU PREPARED FOR: co — — — •— — — — — B N O N RECORDS N L Y �- STORAGE Ak ALBEMARLE"' co o ' c KINGS MOUNTAIN Q) ' I CLEVELAND COUNTY D_ - X ' ON AC OR 348 Holiday Inn Drive R, , Kings Mountain, NC 28086 1 LUy ' ❑ AINAGE PROFESSIONAL SEAL: -1 / f , f _ x AREA D \ , IIIIIIII 004 ` ®��N a R 0�;�'% -- • ESS/• co o / ~-� t ❑ I - SEAL 0 KM SITE MAIN PLANT , � _ 040761 / :• SUBSTATION-NORTH OUTFALL E = •• DUKE ENGERGY '•.• F` �• Q SUBSTATION: , 004A % /�S.!VGINEF;•.���\ `\ KMOD SITE LEGEND �� �I BLDG. 1 ' y0A c. N RLI-NA IIIII ` O STDRMWATER FEATURES / II BLDG,2 TECHNICAL $6 N SECONDARY GAS CYLINDER IQ DESCRIPTION II METALS AREA STORAGE------- CENTER N is DIESEL FUEL TANK ASSOCIATED WITH GENERATOR Np (BATTERY) ,t 2a LI METAL AND EMPTY DRUM STORAGE Ij ■ F LU co 2b MUNICIPAL TRASH AND CARDBOARD DUMPSTERS-SECONDARY METALS I a r- 2c OUTDOOR STORAGE BUNKER k II FIREWATER . r3 IO 0 2d 750T EXTRUDER HYDRAULIC AREA BLDG � . Q 11 PUMP HOUSE Z U I 2e HYDRAULIC AREA&DRUM STORAGE 11 a II � 2a � °���•� 0 2f PARTS WASHER + I BLDG.10 26 0 C30 8 3a OILY SOLIDS COLLECTION I METALS 3a 2f la G Q �/ STORAGE FOAM SYSTEM 23a p Z 3b OIL CHILL SYSTEM-CASTING WAREHOUSE ® HOUSE O V wJ c 3c HOT OIL SHED-CASTING o 4a z , Y 3d MUNICIPAL TRASH-CASTING BLDG.HAZARDOUS ° n 4c 4f col 3e EMPTY DRUMS FOR RECYCLE WASTE PAD - � 4b 4 � 4e ❑ � � J W KM SITE 240 V 4b ¢ ' O N 3f EQUIPMENT PARTS WASH TANK a. � IO O KM SITE MAIN PLANT a p ■ H 3g HOT OIL SYSTEM AND COOLING SYSTEM FOR THE METAL DISTILLATION FACILITY W j SUBSTATION-WEST DUKE b J 3h CONTAINMENT FOR BLOW OUT DRUMS IN THE METAL DISTILLATION FACILITY } + ENGERGY SUBSTATION 19a c/1 cn w E (DE-ENERGIZED NOT IN USE) BRINE P=a LOADING j 998 GUARD HOUSE(PLANT ENTRANCE) ��++'^�� E 31 GLYCOL CHILLER CONTAINMENT l v U 4a H BLDG.16 CI BULK ACID STORAGE TANK(15,000 GALLON CAPACITY] I L 178 15b 1 Z � p . LID -4 4b LiCI TANK FARM I CLIMATE 18a LANT OFt iCC3 I HAL DE Uj I-- N O Q I 4c HBr AND HCI UNLOADING STATION CONTROLLED --` f AREA BLDG.17 Z Uj J I BUNKERS I� O � 4e HBr BULK ACID STORAGE TANK (9,000 GALLON CAPACITY} 0 15a 15f N GLYCOL I 0 LU 4f LiBr TANK FARM I OVERFILL I () 18a V 49 LiCI BRINE TRUCK UNLOADING AREA DRAINAGE BLDG 9 TOTE o` U CC 4h MUNICIPAL TRASH AND CARDBOARD DUMPSTERS-HALIDES AREA I a BLDG.25 15c a = 3f BLDG.18 G 4i BUNKERSTORAGE AREA HIGH BAY I 888 p 3e BLDG-PRIMARY � 0 LU 4i RESERVE TANK AND CONTAINMENT n AINT SHOP 15e LLpG 1s s ss B G.1?S s � r VoSA GAS CYLINDER - • Li H P RMA ELM PLAN � METALS K � N � U U 7a,76 LiCI BRINE IN RR CARS AND TOTE USED FOR STDRMWATER CONTROL WHILE LOADING I STORAGE o BLDG.8 15d PRODUCTION 3j m AREA(CASTING] 7c MUNICIPAL TRASH AND CARDBOARD DUMPSTERS-SHIPPING AREA I n CENT AREA ❑p A 1 AI r+ LU Cn O ` 0 9a OIL STORAGE INSIDE BLDG 9 ---�- �JJ ST E-ROOM RI-II I V L7 /� Q I,� 128 AREA 0 Q N 11a SPODUMENE TRANS-LOADING OPERATION LOCATED IN THE UPPER MAINTENANCE SHOP I ' ❑ ❑ , 12a GLYCOL CHILLER POND • 14a LiCI PRODUCT BRINE STORAGE I � BLDG.7 I I 9d N u L 0 X I MUNICIPAL SHIPPING&RECEIVING 0) I W N 14b PALLETS WASTE WAREHOUSE UU 15a,15b CALCIUM CARBONATE BYPRODUCT STORAGE,PORTABLE FRAC TANKS(LIOH LIQUOR] ` . DUMPSTER (DRY GOODS) ® N BLDG-13 W 150 LiOH TANK FARM LARGEST TANK CAPACITY IS 36,200 GALLONS �m ■ UTILITIES BUILDING J � 15d MUNICIPAL TRASH AND CARDBOARD DUMPSTERS-LIOH AREA 28a BLDG.26 U 15e LIME UNLOADINGISTRONG LIQUOR LOADING AREA FUELING STATION, ❑_�- ti &USED OIL COLLECTION E 15f ACID PARTS WASH TANKS,NaOH TOTE �—..- , AREA M LO 16a MISCELLANEOUS STORAGE BUNKERS N 17a HEXANE STORAGE AREA(LARGEST TANK CAPACITY IS 500 GALLONS) 14a PROPANE CYLINDER � y�'�• 7c I STORAGE a z a N DRUM WASH AREA,TOTES FOR Li SOLUTIONS FROM DRUMIEQUIPMENT WASH OIL STORAGE DRUMS LU C 18a (55-GAL}UNDER COVERED AREA j 1 BLDG.14 LU14b OUTDOORI � c 7 19a HAZARDOUS WASTE STORAGE(180-DAY) STORAGE PAD Q N , J O 23a DIESEL TANK AND FIRE PUMPHOUSE N N 26a DIESEL,GASOLINE,USED OIL(1,000 GALLON EACH)co ss—ss—ss—ss—ss a N 99a EMPTY TOTE AND DRUM STORAGE N AREA IMPERVIOUS COLOR � Z 99c LOW POINT F-COLLECTION FOR 004 , o °/a N OUTFALL 004 10.2 AC 40°o B L 11 E a o W Q ALL FERTILIZERS,HERBICIDES AND PESTICIDES • -_ OUTFALL 005A 22.3 AC 40% RED o a A NOTE: POND OUTFALL 005B 4.5 AC 89% GREEN U d 1. 'KMDO'DENOTES SITE WIDE SYSTEMS'DOCUMENTS. 1. THE CO TRACTORS ALL BE RESP NSIBL FOR OB INING ANY OFF-ROAD STORAGE R my P w z D STAGIN AREAS.TH CONTRACTOR SHALL PROVIDE TABILIZED CONSTRUCTION #1 POND ' 0 100 200 300 Q G ENTRAN E FOR EAC OFF-ROAD STORAG AREA. a ~ c/) 2. STONE S E TO BE 2"tk 2-1/2"DI SCALE: 1"=100'-0" > W 3. DEPTH O GRAVEL TO E BASE ON SOILS UT BE A MI I UM DEPTH OF 3" w a 4. THE ABO E-INDICATED STABILI ATION CO TRICTION E RANCE TO BE USED AT, OFF-SITE TORAGE OR TAGIN AREA,IF QUIRED,A OBTAINED BY THE ' OUTFACE ALB EMARLE�' KINGS MOUNTAIN p CONTRAC OR. y 005$ �C 0 R P 0 R A T 1 0 N 348 HOLIDAY INN DRIVELLI LL > UT A KINGS MOUNTAIN,NC 28086 ('� CD J 00 A This drawing is the confidential property of Albemarle Corporation and is issued with the express understanding and agreement that it "� Z LU is not to be oopied or reproduoed,or used in any way detrimental to the interest of Albemarle Corporation and is to be returned on request. c0 •2 Y y 5 ISSUED FOR AS-BUILT gqA JK JK O5OG27 KMOD- KINGS MOUNTAIN SITE w = SITE PLAN o > 9g8 ' 4 ssueDFORasBuILr DMF JK JK 612&79 DRAINAGE PATTERN AND SWPDP&SPCC LOCATION MAP W � N f� ISSUED FOR AS-BIIILr / 3 CPG JK JK D1125h6 GENERAL ARRANGMENT c / TAILING 1SSUEO FOR AS-BUILT JOB NO. DRAFTER- DRAWING NO. REVISION R DATE: 05/19/2023 •V SANDS AREA y 2 CPG JK JK 91roa78 - DE1= U 1 DEF GPG GPG 08ISM4 � �. � N❑ DRAINAGE } ' IS&UEDFORAS-BUILT tea, DATE I{M00-CI-SW-00SWP 5 PROJECT#: 70316 REV# DESCRIPTION CARD CHK9 APPR'D DATE AS NOTED 08/18/14 L m 0 I X Q ALE IN FEET m SHEET 3. 1 (1) U) c . 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SdLit 1 Gcist�nla LO a N - a � c) a oLU z a W O C O N a z } m O z cn co LLI 0 n I-- O V 2 C N LU z o LU o { a 0 LU J a z W U � Q) I w TDC I W > LU I a U r �k ro 5:� DATE: 05/25/2023 -CC 2023 Microsoft Corporation C 2022 TomTom ��li'9 - PROJECT#: 70316 m L m N SCALE IN FEET 0 2000 4000 ca Q CLEVELAND COUNTY HIGHWAY MAP SCALE IN FEET m BASE MAP SOURCE:https://ngmdb.usgs.gov/topoview/viewer/# 0 1000 2000 4000 SHEET m a 7.0