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HomeMy WebLinkAboutAllenLandfill_ConceptualDrawings_Rev1_20200327OPTION 1 Fay. A \,• /1, ,\- -- �\ \. . - . - . e,� . \ \ \'-\' L l I \ \\1 „ ��J \ 11 \\\ \`\ `\ ` I \ \ ` \\ \ ` Q N. \ \ \\ \\ \ \\ l \ \ ALLEN STEAM STATION \\� p _ 100 1 J �� i / ` 11 / iii" \ \ \_ �= 1 `✓/�i \.,,,�i�% \ �N,/1►�•-!\1 I -- 1 \ t _• \ T,;;�——il\�`\ __ -\� rl'7'1, %/► l�l a Iill��`\\ 1 rr�_ r ----- I PLAN ' I-/ I COAL YARD / \,/� l IIIlI , III! II o, / i Z Z / I _ • ' I _-' _�\ `\. / `• \ �I \\ j :�/-'mot// I l 1►il1� /I 111 I I LINED \ �. _ --__- -- TL 1A606 (100kV) \-'' �`\ \\ \` //\\ J \\\ 5,,�r//*&,, Off/ // 1/1' �a�� p HOLDING �\ O\�� - -- - --' TOWER 4 / / I \ S�, / / 11\i , 1 BASIN \\ _w _ �- RAB NORTH \ �I \\ \ „� / / / III -/ �, -- __ -__ _625-_ (SEE NOTE 9) \ , /� STORMWATER \ /1\ \ /.r" ^�1'� `/ i i \\\\ 'lam' i � 1\ ®�-----__ 1 _�--------'__ ,__ �\` ` / CHANNEL \ `\ � ` l /J i \�`\��;'� // I ;II � -__ Co, // co . - TL 5N5 (500kV) —?\ .\\\\ \ \\\\\� --' —^� �`�\ r�\`\� _ --__ ---- . �\/:� \—'c�j \v� TOWER 67\\ ��\\\\\\\ \\ \ - \`\�`\`�.�t: \\ \ \ \ / \ \, �/�1 CONCEPTUAL DAM BREACH GRADING --trJ (SEE NOTE 9) \�� _ \\\`�� \1 `\ 1\\� N. ,' �\ \RETIRED ASH BASIN DIKE 7 / (` r , ► I / I O - _ \\\ �\\ \\\\ �\ O \ \\ \�' \� _ (GASTO-016) _ . _ (SEE NOTE 1.3 IN GENERAL NOTES, \ \ \ 1 1 \ , DRAWING NO. ALN C999.001.012 CONCEPTUAL INITIAL LANDFILL TL 2A10 (230kV) ,\\ \\ \\\\ I;\\ \\ \ , I 1/ — �� \ I - ) ! 1 FOOTPRINT/GRADING SEE TOWER 4 `I \ `I\\\\� \ 1\`\��\ \� \\ _ / -------------- / / ( (SEE NOTE 9) / ti 1 III \\\ \\\� `: — — — — ,''�}'�, I LAKE WYLIE/ NOTE 1.2 IN GENERAL NOTES, Lwd / I 1\\ \ _ _ ="fir ° \ i DRAWING NO ALN C999.001.012 O O i '/ l i i 1\ `��\� `\ `- _. ;' -' I CATAWBA RIVER q_ '� I 1 \'- NORMAL W.S.E. 565.7 FT. — — -_ -- ----' CHANNEL GRADING NOT TL 1A482 (100kV) a\ IIIIIII i_//\\ �\ \ �\ \�\_� \_��\ 1 ,_�- �/' �/11 IlI1IIlIlIlI►�I1 Ir11 ►I/1, I IlIiI CIOI1IIIIiIIIl SHOWN SEE NOTE 8 TOWER3 'N. 111111111, I ,I FUTURE STORMWATER ER w,, (SEE NOTE 9)/t- 7 \ MANAGEMENTAREA \ w TL 1A606 (100kV) TOWER 5 CHANNEL GRADING NOT `\ \ `\ ``\ ___`\\ �\ i �� 1 llliilil IIIiIli111�iIi1 I j SHOWN (SEE NOTE 8) `\ — `\ i / //�� / '� I I IIII IIII I,I AREA TO BE (SEE NOTE 9) \ \ I / /// / ,___-J'/Jiili IIII Il11I111 I BACKFILLED AFTER - _ — — - ' - - 1 -- \---------' \\�1 ) iii%',/ ,�f IIII I11plil REMOVAL OF CCR 1 ' W / b� LL1 /�- /' / II 11 111 I I III II I 1 I � / III IIII IIII II I 1 /-------------'�,/'� `\ \\ / . - % \\\�` ,'� ---,' �,/''� / ; ;-����515 / \/' /'•' / 1''J IC:) i11La'illo'li i LAKE WYLIE i Iii cNo'c)iI i 100-YEAR FLOOD ------ ----- \ _ / / , g'1 IIII IIII I11I I ELEVATION: 571.3 FT. W , --- \ •\\ \ fit\ \ \� \ ` ��Lu c \\ \ r'[, �� \ ` � \� `\ `� � � � �• r^` \-------'' --_ / / / / / // /'`/ I II III 11 I I \ \\\\1�\ 11 \ -----" `\ \�\\ \ - __-------,-_-_-•-��--L+J--�- EMERGENCY !ill (TO BE ABANDONED)0 I \\�� �-` \\♦ \� \ _/ / �N \ \ �\ \ --- � ^�/-� / �\ `\ \` / / \� \ \\ ��•/ � ` --- �\�\ `• / / / / \ \ I II III II I \�\ AAB NORTH 1 II I11i1 IIIIIII I - --' O 1tiJ �('` --- ' — �4� \\\ ' �ii / , \ 1 II 11111►1i1 PERMITTED SPILLWAY RAB SOUTH 4 / �\ O — \/ .� ------ \ \/// / I r \ STORMWATER ► ►I �I1,1 \ 1 I \ \ N\ \` STORMWATER \\ \ --- \"%--;;\:--- �\ /. �� %i,,,` ty / /l 1 \ CHANNEL - _�l/iii ( ) \,____ \ _% I TO BE ABANDONED CHANNEL CHANNEL GRADING NOT \\ - _-_-_-__-� \\ _ _l �_— -=____-- ==''i0 / f/ NPDES ►h�T '\ \ Co1h ,�_ sthO� - � �I� , 625 SHOWN (SEE NOTE 8) = _I\�`\\\�I IIIII�I' tI►IliII1I r I OUTFAL L SWO15625sOl OIt\ TL 1A606 (100kV) 1 I i_ All III niL-==--=-------� — - Il�nlill I I , TOWER 6 \ yc i �/ / �" - ---- __--_=-=-,i ll„ II�II�I'- l I,II 111� IIIIIII COAL YARD SUMP IIIIIIIII fill III DISCHARGE \\_ (SEE NOTE 9) I �-'< , lii ` /7 IiiNiiil� IIII ABANDONED II IN111I1 IIII ( ) II IIII II , I AAB TO RAB ®€ IIIIIIIII fill iii I\ STORMWATER — — ®€ IiI�iIIiIMi�,II �,1 AREA TO BE BACKFILLED CHANNEL / ®€ I„ IIIIIIIII II1 l Ili AFTER REMOVAL OF CCR \\ (j Ill III�II�Ij 1�1 TL 1A482 (100kV) I�I!!II�.Ni�III II (TO BE RELOCATED co C.0ih�C i �l II BY DUKE) liliilil. IIII iIl li AAB EAST STORMWATER �IIIIIi1111111l o1 11 ,I l CHANNEL / \III1jIlIll1 III 111 j l �� I + ' CHEMICAL . Iilll 11111I1I1 IlII111 \ --- --- BUILDING fill Ili —(REMOVED)\`\ 1 1 , Iliilliiuiilll �Iillll LAKE WYLIE/ i' --- TL 1A606 \ \;IIIIIII ni 1 11, �u CATAWBA RIVER (100kV) ] I \ lii 1ii�Illll iillli NORMAL W.S.E. CONCEPTUAL AAB LANDFILL �, �'11IIIIgIIIII oll, 565.7 FT. / I \ \5\ FOOTPRINT/GRADING (SEE �`Iiil Y i1�I11 ill i i i i / TL 5N5 \ NOTE 1.2 IN GENERAL NOTES, I I _ 0 1I o ` � (500\kV) DRAWING NO ALNC999.001.012) �I1III � oCV .1(0 ° Lo 6- 1` h n U) co 11 Q Q TL 2A10 - I I I III W oil 1 I 11 if'it\ l !I i \`\ I\t\ \� \ (230kV) �, I111 11I FUTURE STORMWATER II I �i1 !`I \ --- ii11liilNJil l I]- �\ MANAGEMENT AREA 11�N1111i IIII \ LAKE WYLIE 100-YEAR FLOOD 11III111M11111 Ill \\ \ "`\ - AAB WEST ll�jNlllll I , \\�\ , n II u1 1 III \` \ ELEVATION: 571.3 FT. i AREA TO BE BACKFILLED - / \ iiiiliii Ill ,IIII �` \ JURISDICTIONAL STREAM AFTER REMOVAL OF CCR -'-- STORMWATER l nl l +ll 1 \`\\ CHANNEL '/ IN11II1 j11II `� I\\ ILLJ oo I I II i i )o I I _ N _!111Ili,1 �ili�5 l � o "N1111 II I III III // CONCEPTUAL DAM BREACH GRADING\'� _ I�III�� III��� II IIIIIII SEE NOTE 1.3 IN GENERAL NOTES, 11 DRAWING NO. ALN_C999.001.012) I t /ii y . .� � ---, � T^ t \ \ \ \ ,/►Ili � \ ` i \ \1 I ///r � _, AAB SOUTH1 \ _ `\ `� STORMWATER All I I , o co CHANNEL- ---- EXISTING WTS PAD 1 `-RR �/ CHEMICAL I i / �} i �� i i / to BUILDING CNJ / / co , f (REMOVED) (015 i /1 `I' Cp \I \\ ,� .�\ ` \\ 625 \ AAB SOUTH O I \ \\ \\ \` `\ l ► \'� / 'STORMWATER \` �` \ \`\ _ / 1`_ \\- \ IN 1 CHANNEL � If NPDES OUTFALL 002 PERMITTED SPILLWAY (TO BE ABANDONED) JURISDICTIONAL STREAM 2 LANDFILLS:- 0 STARTER LANDFILL (29 ACRES / 2.6 MCY) • MAIN LANDFILL (115 ACRES / 18.9 MCY) CONSTRUCTABILITY ISSUES: • RELOCATION OF TRANSMISSION LINE • DEEP ASH IN AAB 0 300 600 900 NOT FOR CONSTRUCTION GRAPHIC SCALE (IN FEET) TITLE CONCEPTUAL LANDFILL LAYOUT OPTION #1 ORIGINAL LAYOUT ALLEN STEAM STATION CCR SURFACE IMPOUNDMENT CLOSURE PLAN GASTON COUNTY, NORTH CAROLINA FOR ISSUED FOR REVIEW ONLY SCALE: AS SHOWN DES: ANR fwm� DUCE DWG TYPE:.DWG DFTR: ANR JOB NO:60603204 CHKD: JDM ENERGY® DATE: 03-24-20 ENGR: JDM FILENAME: OPTION 1 - ORIGINAL LF LAYOUT.DWG APPD: JDM _ DWG SIZE DRAWING NO. REVISION ANSI D OPTION 1 22.0"x34.0" A INCHES TENTHS i0 20 30 1 OPTION 2 1 Ftw- A MAIN MAIN, IVAN VAN mum I 0 INCHES 0 C n t� p \001) f �. WEIGH STATION 3 LANDFILLS: �� � it � I \\ / AA 5 �,•� r ' 700 -- - �^�`\\\\ ' �\ \\ o�� 0 1 LINED ems++ - HOLDING i • STARTER LANDFILL #1 (29 ACRES / 2.6 MCY) \720_� i%S`TO_F�AGE_------------ - - BASIN I O _ _ - �-' �� • STARTER LANDFILL #2 (22 ACRES / 2.1 MCY) / ----------- /---- -- ,-_ ,- \ \`\\ `\�_/-\_s���`\ �_ __ �� I I • MAIN LANDFILL (67 ACRES / 11.7 MCY) APPROX. 29 ACRES �• -- \ I w �� ,/ �� I� ,/ I \11i� \\�\` `\ ,_. `--' -____ - __/-' ,'� /' ,' _�-.\\\\`\\\\�11111j111ct I LAKE WYLIE/CATAWBA \ • I / I� / O\ \ \ \ \ •__ ___ __ / . . , \ 111 111 IIIII RIVER JUSTIFICATION: � \ / �� m �:' � - I 111 ��\\\\\\ `� \�\-�\------ _�'=--_'\\-�_- /' /'' .'� ' �� IIIII(IIIIpllI I I CD I / Io O _ -yASH FILL �- I f \ \ \ \\ \�\ - /;_-_�\ - - ' I,I11 IIII 411II `) o I / �,, m I �i 1 11 \ \ `---- \\ --_' _ i IIIII I I NORMAL W.S.E. 565.7 FT N O / r I I \ \` - \_ ----__--'-----'�/ ' IIIII I I III I ( / CV � I � �• P . r I / ry� I I \ `-\����--_ \/'jlllll, IIIII I11,1 I 11 1 I IIIII II rs �i ASH FyLL 1 =--__-_-_<���//i, // '/ I/' / %, / ��-'�'-_ �___ - / �_J/:1I�`o-��-�� -�O, ? ,- _'__ .-I -m' /-,I-I yt��y� -\� - ``----------\ \-- 11-- �I®I I�II // - �l /, \/ '� J ,\ \/ , /� -/ /� /I i,jyC /' /-I\.zII!_fI, -_/I_tjI I_!�I _-/-(_ ♦rL--,/' --/, _'--_ _-_\r_'♦-_�-- -\-\-�_I- �\-i�=,-` -=-� -�_` -\ \ -\'` \-- \\ \}\ ``T=_I\ I—\ \\ \_� \\T�- \\\ \ ` �\��\ \,\�\\• \`\ -`,- \\`,\`_+/`\\ `�__C�/1\ \__n__-�/_T- ���/—\ i_=/T 7 ' z�ii/Z_J_i�! `}t,�1_vr, .y�i \_1�\_ll 1I r�fiI.tI_� _._r/;I_/ .'`�.--��.-' /_.."-'-.-' -_,-_='_--_,/-_''___-/_Y-.__=.�.� -(\I1 'JI,��I1Ial IlI�1III114II 11I I IIII1/tIII1II,1,1II1I,IIII1II/ I}I,II IIIIII,IIIIII1I4III1IIIIII1II I1III I I , -�[ j//Ill II ,Il,IlI,11 iw L P, ILL IIIIII II, 1I I IIII •• SIMILAR CAPACITY TO ORIGINAL LAYOUT 6�I25'/ ------ STARTER LANDFILL #2 ELIMINATES NEED TO p K _RTIRED/ASH BASIN -------- DOUBLE HANDLE AN ADDITIONAL 2.1 MCY OF ASH \ \\\ \ /\;\, •� -- .\_\`\ \ �!�` �,�•'�, "/\ -- __\___ _�_�-�___-_-_-_--_--_--$----A-_s�'-la�� �-,-/,,/'''-' __' `\\\ \ \\\- `-\ _-\ -- ; '=/���,��''�_�_�-� --_-,�i_LI_-_- --I ------ ---\\-_\-�.-_- _-'-'--_j\1�-\ ---\-_-�1l LI _--/L;I I,I �CC - � yIIIHIi�IIII �IIII�I I - �--_/' -_-_ �' � _//� , �/'- //--',,' '/,//'-♦',./�i' �/ % '�'/ , ',/ -'�, -'/' /1/ //// //// ' ,' / /�//\"IliIIylI1.1lII,dYr11 / , '�'',,• ,'�� %�,'O'l/�/ '�j.I elI 1iII Ii I1 ..�� -----+NcrTi� Jr II 1I/ /STORAGF-_, ,,tiVI`IllIIlIIIIlII'1, I1Ij11I1lI1IIIII,I IIII,IIII�IIIIIIII IIIIIIIIj IIIIIIj I1I I I' � I AVOID LANDFILL CONSTRUCTION IN DEEPEST I! 600__II`` AREAS OF AAB /I_ \ -*-!--_ \`\\ \\\ \\`\\_ _ _ ----_---- ' /\_----- �.i ` I iIIiIIIII IIIIIII IIII II DOES NOT REQUIRE RELOCATION OF 110 kVLf J' j1 =1` ( III I MERGENCY SPILLWAY —J TRANSMISSION LINE ANA 6\_-______010- ` - _ _— `��i�/- ---} -�__ � _--__``[ \-�-�- !// / / / �T sal I I I I I \\ a \\ _ ' / • / \ \`\ —_ tea`\ \ a / / / �V I I I t �- '\ \�'�--- POTENTIALLY LESS COSTLY TO BUILD \•�\ � -� `\ a' \ � �--_ �,' ___ / \ \ \`� ----� �\ _�\ � \��\ /ii'i �,'' _emu \�'� \\ � I, IIII,\,It, tt ' • \ ��\\------b'?S�; ----\\ "� l� �l/�l / ERMITTED SPILLWAY q `----------;� /4 '%�' /_;�- 4 '/ ' I PROVIDES OPPORTUNITY TO CLOSE 2 STARTER \ \No__ - AN '\-----------------__=�==_==625_=== ___= _= �___==_ = LANDFILLS EARLY IN THE PROJECT Il 1( Il�, LEACHATE FORCEMAIN I, REDUCED LANDFILL AREA FROM 144 ACRES -o \ � i I 1 RI IIIIIIII 'I'I�I1I11t1II1 I = IIIII\t\II1II\1II�nn1\1\1I \ I , / ,1 / / / , J' , ,1 ,/ \I III'1IIIII11II111II1II11IIIIIII11IIi11I 1jI1Ai\Ill1I11I�`dy��Ij ;l/r IltlIIj (ORIGINAL PLAN) TO 118 ACRES (REVISED PLAN)hI„ELEV.IKE CREST .m ,l o i 11,1 11)1,11I , 644.0 FT C PROPERTY BOUNDARY 650 - J / / III / IIIiIiillnll i II IU 'll, ��I �- _� - , ' 1 I' i 11I \ Illiliiillllil;/I ii �114 0 / I t 675 I I111 V + 1I i lpo I / 7I I ,il��tn I IIJ 0 725 IIIII + it \ � II I I jIl h O \ `� w\ yI� - 750 III rllil� 1. --- `} ...... I `\ . 800, 775 -- III I c�I1 Ij� - \ 1`IIII a'iy� i' I i \ \I I I APPROX. 67 ACRES I\ 1 I I III jlll _ _ I 800 �� Il I wo I 775 I I I � \\ �� \ \\ \\ \\ I I 750 ILL 725 1 \ w o I // / i 700 I Ili i II I� \� \ - _ %__675 I I I I II it .�� \ _ 680 1, l� I \ \ \� `-' - J v�650 `---- -' iJ \ ---- 625 %'' - _ I Ij III II / ,/�r' �l/^\ l\ \\ \ \_\\ I/ i ^ \\\ (I // /, /,\_/i �_ J / / - r' //�./,/ I/ /'/ / \ \ _-�/ I \ \ \/ I 1 �, ( / _ - / / /' �' IIIIII Itt I I 1 III i_-J/�`_-\\ I III I IIIIIIIII„III I I I Ij I I I I I II / / -/= v ----- _ ---_\ \ \\Itl I I IIIIIIIIII, III I I /N/ \_-\ \ -1 \ \\ _i' /' ,' ,/i _ �� ��/\/'_ -��� \ \ tlllllll11111j 1 //I 1 ' � ` ` \\_ `\\ ,\ (_' �\ _' ♦ / `�` ' /' � _'' -' /' 'J I 0,1 � O -_--1--\-\`-\\ ''lIlIlIlIIlI /'x ---------- lIlIIlIIlIlJ\5 I(1l�ll1Y�jl�lIf � 1 MINIVAN,� \ `\_ -� `` -_-_-_-_---_y-\ \ / _ I l\ \J / / / _ �/'�� , / / ' �-`___----�_'/ ♦f,/ l/ l \� \�J lam^ \ _ / `'\\\ ✓/I / b25 \ V650' If i 675 o I \ \ 11i III I / i / _ _ 700 WTS PAD i " \\--- 725 - i APPROX. 22 ACRES 7 r / \ 67 5 10 650 TENTHS 10 20 30 0 300 600 900 —PERMITTED SPILLWAY NOT FOR CONSTRUCTION GRAPHIC SCALE (IN FEET) TITLE � LAKE WYLIE/ CATAWBA CONCEPTUAL LANDFILL LAYOUT RIVER OPTION #2 REVISED LAYOUT NORMAL W.S.E. 565.7 FT ALLEN STEAM STATION CCR SURFACE IMPOUNDMENT CLOSURE PLAN GASTON COUNTY, NORTH CAROLINA FOR ISSUED FOR REVIEW ONLY AS SHOWN SCALE: DES: ANR oor DUKE DWG TYPE:. DWG DFTR: ANR JOB N0: 60603204 CHKD: JDM �7 ENEm%.7i@ DATE: 03-24-20 ENGR: JDM FILENAME: OPTION 2 - REVISED LF LAYOUT.DWG APPD: JDM - DWG SIZE DRAWING NO. REVISION ANSI D OPTION 2 22.0"x34.0" Q 7 8 9 10 /� 1 1 1 1 V H z N