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20241206_Reclamation Plan_60-09
\ ` \ TYPICAL BERM CROSS SECTION \ \ I 50'-0" 15'-0" 50'-0" 20'-0" 50'-0" 15'-0" 50'-0" \ / / I 5�,,e� / 29 � \ \ \ I � \ I Tom N 511'2 \ \ \ I \ �P�- 11=III�I I I I1_2wil-44 \ \ I 1 1 I1 I I I---_II�_I�I!DTI=1 11=1 I \ ) _ =LIB I-..,.- ,-�!I-I =1 1= 1=L PL—_ I IIII a -/ +. I I I I rl rl I-III-I I: r!n-� I -I \rP IIII==III=- - - - - �1 III III r Q\or6 2ti_ 1 I-I I-1-I I �I I-III-III-1 11 I 1 I I�I I I -III-III-III-III-I +1 yore I 1_ 1I l l f l - - - J I II 11=� I II T I I=11 - _ 17- �_- I -I11=1I1=1I I_I I I1=1 1=1 1=1 1=1I I-I�_I I1=1 I1=111- -I 1 I�I1=1I1=1I1=1I I1=1 I 1=1 I- �% � I \ — = — — — — — = — = — III — ° `1 ac, n 3 � \ � I - \ \ Notes C'f< Q, l 1)Slopes will be tracked during construction to aid in the establishment of vegetative cover. r/P -A- \ I - I / ` 2)All exposed areas will be stabilized following construction �O r / I 3)See Seeding Schedule for proper stabilization plantings. °ry \ I _ 4)All berms will be evaluated for the need of slope drains during stabilization.(NCDEQ ESCDM Std.6.32) \\ PS NCILP / No Scale � I \ Vicinity Map - \ \ I SEEDING SCHEDULE FOR ALL GRASSED AREAS � I 1 \ J \ / \ � " I SEEDBED PREPARATION NOTE5: I �\I \ \\\\\ / \ I 1) Surface water measures are to be installed according to plan. CHR VIII-PCP \ 1 I \_ �\ , \\\ \\\\\\\ ` \ 2) Areas to be seeded shall be ripped and spread with topsoil(if necessary),3" / MHC Charlotte \ \ I / \ \ \\ �\\\� deep. Total seedbed prepared shall be 4"-6"deep. Queens LLC / / �\T, \ \\\\\ \ -� / / i \ \ I / /� �_j � _ \\\\ 3) Loose rocks,roots,and other obstructions shall be removed from the surface / ` J )/ //�/� / - -\\\\\ / I so as not to interfere with the establishment and maintenance of vegetation. // \ 11 / \ \ // / // � �/ � \I \ Surface for final seedbed preparation,at final grades shown,shall be reasonably I smooth and uniform. _ ; � ���� v II/I (/// f/� I I � / ,v,, , \ \ / - i / ,r ��j \ �,r� III f I I I / / - > \ I 4) If no soil test is taken, provide fertilizer and lime according to seeding �AAV_ _� /�,� ( \\ I �� VIII V 1 I I / I / .�� v schedule. In addition provide 15 Ib./1000 sq.ft.of super phosphate. / '� I ) V \\VIII IA\A� V � \ 600) �� / / / � / // / /��j� / � //// ��� \ \ 1 I 5) If soil test is taken,provide fertilizer and lime according to the soil test 11,� j j / ;////� � ��I/- / I \\ (� i�' // �� I I I I V A I \ / \ \ \\ I report. Soil testing is recommended. / �!i��J I \� / \ / �/ I I\ / / / 15r 1 / \\ \ r/ \ 6) Lime and fertilizer shall be applied uniformly and mixed with the soil during /�- �'/ �A VA � I \ / seedbed preparation. �� _���/� �� \\ �\\� / V��x\V, ( I �/ �/ \\\ ��/�/��\�( �\ I 7) WATER all seeded areas and keep moist until new grass is established. �, A - �-�� v �v \ �11\V� L / /I �� I I �/ J/i/� > A v /- /�� i� v A � - (\ / ,_ \ 1, �i /� 5 /0) /// �� ��� - /% \ \ / j /�� V �I � / A \ �� 1 \ 7 (1\\\ � \ 1( I� ll� So / �� //t ///��v A I I I I �� ,,�, A\ v _ ` 11 � \� A��\ �' ��/ ) 1 /1%��1\\�\ /� /3l1 h( )1_ �ll // / ((1�1���J//��VA����� �( \\ - 1 1 V1 / AVI I� III III / \� \- / /� / I �� I / ///� (�l%C \\� \V �� �� - \ \ PLANTING DATE SEED MIX RATES:LB./ACRE �► �- \ (\A / �� ll� 111 - / V� \ v 1 - ,Y J 1 - �\\\ \ \ -� \ I April i-August 15 Serica Lespedeza(scarified) 30 /- � � I l v \ \_� r I - ,-\) \�( �� _— , 1 I III ��� %//�/ �) I( r (S�((I �� \VV )��A� \ \ Pensacola Bahiagrass 50 / � \ I -, A \�\VA � 1 \ o \ g \ ��i� I 1f, \\ \ - / - \ Common Bermuda rass 10 -- JI —�� / , I �I �� wv ��< v vv \\ - ` _ _ / I I \\ti -\ \\ German Millit 10 / / v\) v�� t ( _ II I - ��I,, I ti� �y , \VA\\\\y V�.Q\\\ ��° \ \ \ - r- � � A \ �\ ��� -_�� \ IIII \ _ - , _/ // / )I� � �( "IvAvyV k i /_I \V�\ � � v Prior to May for 1 �� ,- / _ 1 I // 1 1 1 I \ l �,\ Y ( - 1 I _ - - - - � - �� 1 I - _ A�� 1 \\\V v // �A� A\X \ \ after August 15 Rye Gram 40 J < v��v ( l I l 1.�„ � ,\ov V \ �� - - —vv \\ g y (Grain) ' I I 1 w\v A II 1 (I vvv `� ��� v���\\� VA\I %- - - I V \\\ v v _ � 1 � x \V �\\; �// \ l ) ) I \A V A �) � _ _ - - / - V) I A\ J �\ ��� �/;� \\\\V%I �I I I 1 I I � v\ \ Fertilize seedbeds with 3 tons/acre lime and 500 Ibs/acre 10-10-10. i \A _/ \_ / � __ - - - - �� I A \ ��\ ✓ 1 - / J �� r - - � _ -_- - - - - � - J/ A L1_ ----\ �\�— I I I f VA\�� \ Mulch with 2 tons/acre clean straw or hay. _ r - V \ 1 �� \�� /� [ 7/ 21 ) �V I �� A �� 6- / 1 V hA1�\�,�\ \ v Tack with rapid setting emulsified asphalt at 10 gal./1000 sq.ft.,or other C -,;, - / '7 � � \ \ �� _ c> 00 � \ - A l V� -v /-� _ \ / tacking agent approved by Owner. _ Mecklenburg � ) U /- i _ � / / \\V ��v / �vvv� ��'��<<��_ / Z \vvv A �� \ \ Stella County \ / /11 I \_ _ - - \ ( 1 / Alexander - / - r ' - - - Creek -_ ti� -_ - - / \\�� \Q ` \ \\\ \ ( - - -Mall - - _ --=-- -- �\ _ \ \ O»>�11 \ 1 \ �� - � - ) axd \\ Harman Et Al. / - \ � (I - - / z \ ` \ \ U- ,-\ \�i� L \\\ \- - _ _ _ ( — ll1( - � � �y Post set 8 ft. \� - _�__ \ �\\ /ice \ \`\\ ,,--1�� - -�_ 580 - / �\ / ) A �)) //� �� V \ \�� \ Corner to 10 ft.on centers Line _ _ _ Vr� _ -�- - � �_ _`�-- \� �I �l-..��' �� t�Y �� "—�i_ _� _��.iJ '� P_/ ,\ / �—// = c= �� =%//� / / \\ \\ Post r� Post r/ \ _ __ _ _ — , _ _ -- _ - - - - - I , - \ - — - =- �A��� �;- - - \_ � I�\ l ��/I �� �A ���VA�\\\ / -_ ^ l � _ / �iii _�� - /� �1�/� _/ Energy I�W ` v�I "� /' v l� /� -z � / �I( If�� ( 10 j --1_��__ -I— 7.7//��-7--: / / � Z �/I - I � '- '`� � V A \�\� / A - - 4-'�(<�' Duke E ' \ \ /V 1 - - J ��\\�_� � \ o \ i. ����. -- - - �� \ �1 / /� / J / 7 \ 10n P— c_ / 1 ���� ) I/� �� �/ �� � —1 A II \ \ / l�/ — �A �- — � _—� — — —— — %/,� '_'L .✓ j /\ 1 \ V \ - _ / / / /�-�'� i I A\ �A y / /j//�// - ��Sao_—— ___ 590__�!�/ � �\V(,� ,� y 10�, - r �, \ y - _-_ _= _= _ � � \ - _,/- - I I / / ,)� 1 v A _vv Paved road to remain !__�� © - =6�0 _ - o - / )( \ �\V \\ \ if - - _ - - -� i l A i p�/i o ,Z v / V / 10" _ ,- / 2 r �� �� _ - 0 1 / 0;/ - �� A \� V�� \o J 1fi - - - 1 11 C go / _ �r—s L"� �� �� c, ��o A \ \A \ — 1 AV\ 3/8 in.strand/ - - _ - - _ - - L a i � \ \� m n. 1/2 in.turnbuckle ' �- �� - �-- I ( / r/ z � -ti� `\ � , y� 0. A � 1 / _ _ - I I ' ' I�/ _ �� r / 7 �� _--���� ����, ��,v �_„_��� , �,� I v\v ,\\vvvv ) �� �,, �v v � A- ( (r I I /� -_ �/ - 20 _yam �� 1 590i/�/ /� �� �o A /\ with clips or preformed / - - - - _ _/ ��� L � / /( I / // / / = /i /_� wire :: _ _ �\ r _ / - I 1 l ) I I� _ l />��� r j / ji��, _ � ~�i�� ��� ��� �I/ �.000 1 II / \\ \ d grips. / �� / / J _ I / / 1/ ` �i ( I - --� \� ' \ _/ �- / /N/ / �/- G.. /'/// / r�J-�\� ��_\ \\ �/T v/� `�I r- \\�/Z 1 III I 1 \ �\ \ \ / I - // C \ / - I /I / / �� - �� - \ 1 For temporary,movable fence, a steel silt a posts. _ i f \ 1I -� ——= f , ( ��\ \ L tid 1 ) �� /�/ °\ mpo ry,m e,fence post shall b fence" po � ,--� A NOTES // _ - � _ \ \ I 1 ( ) / y _ -� / ) � � -_G3, / I���� o ��\ � / � \� � I l �\� �S \\ 2. For permanent fence installation,fence post shall be 4x4 treated wood posts. \ z I �I I I� // � �- ;-,_ - \ - _ / ��^ �� �� � ���-- 620 �\\\\�� \ � I � � �'-�� � � '�� � � �\�� I / I � o GGo �,� P P P Goy \ l I 1 /I i r��� \\\\ llI \ / �i-� �- o� I \\\\ n / r --� > 1 �� \ ) TcJ/// I \\ \ I I I 1 v / �/?,6o= � _ 11 �N \� 1� i _��V '�(%���V ���� II I I\ I I w��v���3; 6- _ � � _ _� vv v I �� VA \ ICI I ,,, �i - o VAV\ �.� �tio /� G [� \ �/ l- �� >�, -�I I I <�� , o , / o _ A\V �/' / �� - - ���� ��� 1 ( \ \ \ TYPICAL BARBED WIRE FENCE DETAIL _ cn I _ �` � - � V � � _ / / - � / / 1 I // l/ /�f��i r / \ --� AVA `� �' I , I lr �f N o ° � � M / �� ti� )/ 0 1 - A o / J < / ) // // )/ ) / ��i/ t ✓ \ \ \\\ III ' f ��,,� , / / / / / - ����� �, I A �A I �o ���� l V ` / < < / / / �v \ \ \ I� �� 0 610 ,.,_ A O \ \� / / ) 1 ) J / / l/ / lr i o� �� \ \ \\��\ �� )6� Ii } ��� „� � ��� o vow I �� �A \ / 1 / l / J 1 l r _ �° /Z \ �o� .,I \\ `( ( � / / / s �� \ � \ \ n \ \ 1 1 - A _ / / � / / - / / \ / �/ l! /� �� //(�/ / A I \\o ��' �N\ o I ���1 -� - (���7/ �r ;� / �(� A ���� 119- \ A\ \ V / /\'mooA \ ( �/ / //�� �l1 l � � _�/ �/ ( \(\ � 11 I II I I� ,, 1/. ' /��� / � l�J/��vv � ��� < I I - 1 , - \ v / v vvv // r/ > >' � � v / � v l v 1 vvv vvv �//1 ) / / �/ / // �\ V __` � °�����`� �L��� �� \\ � AT THE TIME THAT AN ACTIVE FACE / \ ( / / / / /l , /, - , / / / C / , o�. �ti, /G/r-\� wp .7;, 'z- - ; s - `j \ \\ < \VAA > ) / �/ I � /- � 1 // / \V\ � � �� � � _ _�T o BECOMES A DEAD WALL,INFORMATION //" �' \ (" � /A Lam_--J' WILL BE SUPPLIED IN SUPPORT OF /// \ \\ \ I ( / / // �io � �/ // � � / � ��/ r / �v� ll 1 cif 0 -� P �i � � � �./� �, - "� �.� " �s\�\ \ \ / r,J ( l / Buildin s to remain. �� ��)\ Y (l 1 \ v ��� (� I % O\�I� \ / THE DETERMINATION OF FINAL SLOPE FOR \ V A \ I ) /_ �V ( / g \ �1 \ _ � I� o // / \ \ 1IIIN II �(� \ ) ll 1 ? �� �< < �� 1�0 / �C�?))I � / A � ( \ \ \ / // g r n \ �� \� \ \ UNCONSOLIDATED MATERIAL. / / A \ V A V A V\ A 1 I i C� (�(>�/��� _l l f/ v I / �� ( Above ound stora e tanks \ I, �� ,�,'( ��� - < �✓��\� JC 10 \ \ \ \ / � \ \ V A ° )/ / 1 / � / ��� �///(�/� to be removed. _' �� \� '��� / - - _ ���� .�� I l' A. A V�\�\ \ �O (MAXIMUM SLOPE NOT TO EXCEED 2:1) CCC O �SAFETYBEN7 CH l i \ / )/, / /� Ill //// l / 1 �/ A Plant equipment will be removed. Plant site will be �� I I \\ I I / ( ( /// /// ////��/ / / /� / I fjl I / / )��IA graded and stabilized. Positive draina e will be I �-- \\VA \ - v vv v1 / / / / / / l j �i J /� (l ,� 0 � iti° I \ � ), � g �V � \ �vw�v / / col l A V\\ I I /// / / / / I // / �� z �10 directed to the existing pit or Mallard Creek. I I / �/� _ /////// /� / f _. ���- �J��I V - _ `�1\VA\A BENCH HT.VARIES / 1.i I I I I \ / / / // / ",..... �( 6?0 _ -- `� IJ I,-v J-- :Q �O \\ S\ V \ WITH ROCK ELEVATION 1 I I / / / ° i— /�� ___ r APPROXIMATE HEIGHT RANGE: / III I /�/� �� �/ / I - V �1�-��v\_ c� ..�.A o eo 1 1 1 I 1 1 III // ) // Paved road to remain / I ) ( \�, = \ �o �A VA ) I �'1, ))) // �,//� / \ ( / / / / i I / � / / � r,, I ) �����\ / r� �o \ / /J ( V / ll ,J S t / DEPTH OF WATER TO BE / / / \ I / // �- /+ / / / /p/ ) I Paved road to remain \III ,�I A_�����/ / / / III ��V ��\ 5� A ` DETERMINED BY NATURAL / ) )1 I I / / '�, I/ / CONDITIONS / / // III I I ( / 1 / / / / b / \ / p C I --a \ �ti ,,� / / I I 1 SAFETY BENCH WIDTH / l / I ((( (� ) I� l �� / // l / P1 �l �G� VA J l / �/ 1A���A ��� ��G/�) �/� / /�� J�) V / 1/20F HEIGHTOF BENCH ( I I III / l I / 1 < �/ / I oti I o�.__ of / l l j i 1\V I//A//ire �/w�� / �/ill \� A / / / I III I II6' ) / ( / / l /�� �� / '\ \ ///�// �� / A\��\�-/`- -�///- /4 /� �� � � ( 1�/ \I�V VARIES-APPROXIMATELY / V I I�1 IIII ( / �I \ \ / I 1 / 1 /��'3 �V� V�- -/ / �V�i / / / \`lam (J = I - �� \ \ / FACE ABOVE // IIlllill 11 I �o > / _ ��' / % — � `�� �,lid- v� v / / / State of NC IIVAA V J V)/ I �) ��/ ( ( �11 /i%� / 1 / ✓� _ 3°��% )�� \ _ j— /j// ��=% Imo, I-_v / //I \ I`� / I v \ / ?0.\� /,,` ? / \ \\\✓ /' MAXIMUM DEPTH TO BE / / / // ) (�(IIj11J�\hill \\\ \ \ ��o \\�l/ `l II 1 / r i II! ��'' l�Il /// -o �\ I �\l I /// '- / / ` / ��✓ / \ //��/ ���— \ \ / DETERMINED AT TIME OR f / / _ X II \ \ Q \\ RECLAMATIONif / / ) I \II III �I \ \ , A I I \ / / / 1 \ I( / o� / Vy_- -, « -1 \ \\\ TYPICAL RECLAIMED - PIT CROSS-SECTION � / / /// ((I IIV A v 1 // 1 \ / // n r /� u�; / j i i � 1 /v �/v��v ��,� \ v/vvvv )III z °o ( (( \ - - �M �� --�1, �A\\ 1\ �1 v �\ ��/ /// /// A ��\VVA V v, 1� \\ V, , / ) I- � '2) / / / �� ( � �\ 11( ��,� , 1 VA A� /'/� �� __,� �� 0 o��� \ I I( \ 1\\ vvv � // Av � A �� � I \ I lI - �o / ( � J A\ /> ) rS� AAA\ \\ �! \ I I \\ \� �I J/\ \A V A / C� I 1/ lI I l / /% v �✓ A\\ r- �o��i� «w � // V \ I V A �� �A o� � A\ \\ - /\ / /� // 1 I�\ / � i v / v �� �i- 1 VA � ,� , �'i V ( \ II \ I� 1v� )� \\�v A�\\\ 1 ) l � > /� i 1 // I ( \ I I I l l _ A\\\�/,I �� � � \� \\v�� � � (�� � \' \ )J � I I ��_ _�\� V \ �` � -_ �� �� / I / �o \v,v� �,r� � 1 ,�/ �r l / / , , _ � ,� \_ - � ,1�� = \�\\\ 1 I \ ( I I V I ) o remain . _ _ � - - v _� � I I �/ r///�/ / zo � Paved road t ) � l / / 11 \ \ 1/ ice/ )/ i��'� / "/ I �� -650 / / ^ rl( g V \�v � A \\\\VA\VA v / I I I / � IVA \ ���� / - �� _ > / �� , A\ l / s- /� I1 )� A ���� = / / ( /�/ / I I ( / ti v - - / \ Settling Ct will f � A� \ x_ \VA\ /� �/ /� _/ ( /. /� / / / - - / - � � � vy / A \\ ( / , ti �/�� - \V ( 1 I(� � / ) I ( 1 ( / �� filled and stabilized io ,A\ \ �% _ , v - / - '"- - >>��� vvv \ l // l / / I (/ / /�/-, /��� ,�_-- I I 1 ( I I I � � �_�vj) I )61ol�o- __tcc ��� \ \\ \ I / - - I / v� �A �I /, ��, -�� �' �\VA\ \ v 1 / / I ��, 1 /,� /J1 //_- �\ 1 I V I I 1 \ v A ( - - _ , —6ro //_ ;S�\�-'�J/,= � A\\\VA 1 / / / ,� / ) //,/i v v v vv v v I I v v v\v v I — � e �v� �% �� - \vvv \\\ \ I I III 1 1A \ \VA \ �\ V v v \ ll l V A _ �v \\ / - - i i/ i J ���i / I \ V \V v � \ \ \ \ ( i -AJ515�v i ( � \VA v III \ 7 < < - A \� \ v \ A \ \ \ \V I 1 I / //- , � �/ / /' ��� D \ � V I o A \ \ \ \ \ \ \ t i - '% ///- a� I I I - - v v �\ �\ /�, / �A \\ \ I I I I / �.� - _ ��� (1 I vvv v v v v vv vvv v I v v I // � // vyvvvv ) I I / i - lI \ \\ \ \ \ I I-,\ V \ ( i � �iii \ I I ( ��� Ili\ t� A\\V, / � i - - 1 1 ( \VA \\ Vv �\\�� I I VA VA \ VA�o \\ \ I I (\ \ - -=- �2;v\\ 1 I\ i�° 1� o\1 � \VA\ I I\ I I I , v v v A\I\\� � VA V A �V A ,- VA \ \ \ \ \ \ I I I ,�� vvv_ �r \ ��.� \ � / l / � �,\\ I VII � ,- / _ - , A\ V A \oA V A 1 \ A \ \ \ \ \ \k d �A�\V � � A , A v I I I v - / /� _ 63 vvvv\\\�\\I \ VA \\\ \ �A \\V�\ \ I 1 1 v � V \ \ \ \ 6� �� �V Av��1 t� \ �`1 v "t � � / - V A \\V \o \ \ \ A \\ V � A \A \ \ \ \ \ \ V In y V\� / �)�\\\ 1 v� � / v A 1 \ \ � - A ��\ II / � n ��� � -_ v�A\\� � vv � VA � \ \ \ � I A � vvvv��A �� v\ \V \ \ \\� \ \ v � v /o i - v \\V A \ \ \ \\� . 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A � l / / I / / � l I f 1 / / I / r / / � I�� 1 �, % I v� � / / / y\ / / I lI ll/ %/�/ � ////,) I %� I / / /i � �( �(LL ��L-� 1 / / ��/ �l � � / A \ ,� v ( l / � / ( i / // �� � � _ �� / ° vV A 1 � � 1 �\ _ _ - / // / //� � � �� // /I I �� - i-- �/� � )/� - C \ v �� v �� / / // l \ t/ //// l ) I �'?� ��� 1 \v I / l (\ 1 v� \ \\ \� \ \ 1 \ l / / / < v / /f /� � I ( _ _ / � � \ � � / / ( 1\ Al � /( r� � j A ) r \\� v\ � -,v� \� / / 1 � � �'ri �/ � -��� - ) \ 1 \ A` � ��� -/ I � � \ � l l , , �l( l ( /�� - / ) I /�-�� /�-- ,/' � / ,� I \ / / / // �� 11 ) �r / / �L_�� J / —r ( > \/ I I > >� / 1 I / / / —/��/ 1 ( / / \ I I I / \ � r- / �%/I 1 I �J�/// � I )iL � / / �/ ) (( ( ( (I > > v/ / /1 �\/� � f � � ' <� �z '3 ��� /// //�v / ��Iz�l ) / ) �� / /( / r ( \I v � : v , /1// 1 r/ l ) I \ \ �., I� — v o \ �r-/ /l l/I �� � � � vv\ , > / //�(I(1 / IV ( / I / ( � I ( \ � \ \ Vv 11 I I \ _ \ f�, / \ \� � lj( /�/ / //))� 1 ( / /(� (� I / A \ \ \ VA \ v_-\\ //\\\�-- -\�w � _ . a- �J ,� l ��o )/�J ,- � �/ // r // i �� v �� \ v l l � A ( / I� \_ A\\ \\1� o \ ����_���f 1 >I) //�i I�IIIIII 111 - � - V v� v �Vv vv \ \ � \-��� ��, ��-� \v� \ - _------,=- V ) / / I _ A/ ( \ VA vA � _V >< < � \_ I Imo_\vv= I� ,// / � �// -� - �_ _ % ��°/ l lIl /� j l \ \ \ \ r V \\ \6� J� /// / J � I/ 11 - �// i / l o /I/ l / i A \ V A / / v��A °/ �-v6O A/// / - �// / / /i�� / i /// - /f��-l/ 'j�- V,�////�/1� �// _��% !i l' /� - - \ � / _� l / / / / // f 690'\, 1/ / I I I \� I/ /�� ��/ // � � /� ////�// / f I ( � \ � - � \ Iv � I / // / / / / �/ / //� I � -1 �X V \�, - VC / //< < ( / ( ( ( ( /// /�( / / i 1\ \__ � - \1_ - �A v \vA v _ v ` � 1 \ _ / -=� r- - i�( I / /// / / \01 � _ 11T� A \ \\ \ \ \ �,_ � � �� v� , �\ vvv v 'lo - ��v -- 1 � �T�\) - l � Sf i �'egend / ��/�((<\ \VAA� , — _ -r�� � � _ �V� -�� � 'oo\ - _ -\ \ �`1 v �� �� �--r goo- \/ � _/ �\ lI� � IA VA , �_ L� �� i \ - V A �� A �� � � ^ /\ il� �� - - - / . /� l \ �� z" - � - �I� _ -� I / \ / - _ / / PERMIT BOUNDARY i - �X__ -� � � � , A \ \ T ( 1 �o \ � N � / // - - - � - / - o _ 6 V \\ \ -\ - � / _ �� ADJACENT PROPERTY LINE\ I 1, \ \ \-\, ' _-<�%- I )�1 �i - A - �' � do -� ��i _\,_ Vv1\ I I V I �� /�/�I� ) ( - - --\ � ,�`°v - \ .' .� - � I BODY OF WATER ��i/ 1 > >/ �) y� � ) l I _ � V �4� - / i 1 / � / 1 � S \ \ __ / — v v � -� ) 1 \ , - � \ 1 J l / I Q EXISTING BERM �. -� \ \ 1))� l� ////r- / ( � l A V �00.- �_ i � � - -/ `�� A V \ ` , �� .ice- '�i / , ' i o l � � \ I \ \ _ i % ` a � / / v�\(� I / / I V I� �/ VAS -�� ��� v �� - '_ - /I A A \) \As\ A, �'�1 � �/� /„ � / ) �' , PAVED ROADS a -, I I 1 \ � - ' / A vv ° ,_ � I v - � - - - -, - / - a / r / I V / V I 69 - / V A A A ) , - A _ _ � .1� i i / / I // VA 0, \ _ � , �/ V A - � � �� - I / A \ � -_ �� A \ \ / - I I 1 // \ _-— / 711J- _ _ _ \\\ \A \�80 / \ - SHF-Mellennium � \A AI A / /)1 �� I \ (\ r� ` - - '_ - / � \ \� v_ O�Apts/ - ( ( / / - �� (II \ ) /_ v - ,v 1-1 � - i - / I HT University _� \� - - j// �,�_ ,�� ��/ \/ _ \ I � \ / ��/\ \ _ NOTES: / Village Owner LP v vv A _ , /� �l /I I)//( I 1 \ ( - I � / 1 n ) \ r - 1 ��� �� rvv�� � 111I ( / / A- J r6�o 4I //v/A/vim.) /l _ v )� / - / - I — - - - /Ij 1 J� ) \ \ /_ - � //� �// i _. _ � _ �� � / 1) All unpaved areas above water level (i.e. road shoulders, berms, dams, etc.) �� - - - __- l) ( I ( / / �/ � ( � / \ � � 1 70p —, I - _____ to be stabilized with vegetation. If sufficient cover does not exist overseed -/ I -- - -S` � 1 »I\ \) 1 �i \ � /� /i- � _ _ Charlotte Mecklenburg g i / /-(-) ( III \ �- � \ L V v - - Board of Education g �� � � ) ) / � � ��y� � _ r� V l < < � ,� as in Seeding Schedule. � �\�� A � ,� I ((( �\;i �p�� I 1)L 1 / / (���o\v \� - vv��VA � \� I �z� , � JAI)f ) V 1 �� v , / \ � - _ - - I - I 1 \ I \__i�_)/ \/, I/ 1 1 _ o�°- / 1 \ \ _ 2) After seeding as per Seeding Schedule, berms and slopes beyond road ' ' I \ 1 I �h \ ��,- /! �/� \ � '- / _ shoulders outside the office area shall be unmown and allowed to revert \ 1, v /�° I - / \ - - - to natural vegetation. / � Z \ I _I� \� i�/� // \fl� - � - % -- / I � \/ ,__,�)flp \� v� � - Y v /- / \ \ \ i1/l�v\ v � / ;�v 3) Berms are to be built as material becomes available. The extent of the berms - - _ / ' //I�ti�� �- `1 , _ / - > shown on this plan are anticipated; final dimensions may vary. / , 11/ \ v -k- � _ / // _____ _ _____ _____� I 1Z _ ____� _ ___� _ _�\ \ \ ' ,� Martin East Division \% \ 1 Marietta Carolina Region Z Z �k 11 \ 11 1 Mallard CreekQuarry /' \ Reclamation Plan IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII /11 ' J__ \ \\ SCALE : V = 150' Date: 9/16/2024 Scale: 1" = 150' - 2 Revised per DEMLR Comments 12/6/24 - / � 9/16/24 Design by: Mining Permit #60-09 Located:Charlotte, Mecklenburg Co. 1 / \ 1 Revised to Update Site Conditions 0 75 150 300 450 600 No. Revision Date: Drawn by: JN Site Number: HA Charlotte Quarry Files\Mallard Creek_44410\Drawings\Mine Map\Mallard Creek Mine Permit Modification 9-2024 Updated.dwg