ML073300653

Plant Vogtle Landfill 2: Design and Operational Plan

ML073300653
Person / Time
Site:	Vogtle
Issue date:	11/12/2007
From:	The Dextra Group
To:	Office of Nuclear Reactor Regulation
References
Download: ML073300653 (15)

Text

{{#Wiki_filter:V2-04 SECTIONS AND DETAILS V2- 05 DESIGN & OPERAllONAL INFORM AliON Comulrant: Kurt R Batsel, PE GA PE#16594 The Dextta Group, LLC 4665 Lower Roswell Road, #154 .Marietta, GA 30068 770-578-9696 INDEX OF DRAWINGS V2-08 GROUNDWATER MONITORING PROGRAM (I OF 2) V2-0 GROUNDWATER MONITORING PROGRAM (2 or 2) V2-06 MElHANE MONITORING PROGRAM V2-01 EXISTING SHE TOPOGRAPHY V2-00 lllLE PAGE V2-02 TRENCHING SEDUENCE V2-03 FINAL SITE TOPOGRAPHY V2-07 CLOSURE & POST-CLOSURE CARE PLAN Property Owner. Georgia Power Company P. O. Box 4545 Atlanta, GA 30302 404-526-6526 Corporate Contact Rachel G. Bauman Southern Nuclear Operating Co., Inc. 40 Invemess Center Parkway P. O. Box 1295 Binningham, AL 35201 205-992-7025 Responsible Official: W. F. Kitchens PbntVogde Geneml Manager Southel;l\\ Nl1clear Operating Co., Inc. 7821 River Road WaynesborO,GA 30830 706-826-4278 I Bw:ke Coun *LoC<lrion N.T.S. Plant Vogtle Landfill #2: Design and Operational Plan P:&OMA'lL~A/.,,"Uct..."ST& TUzl-2JIUtID~ !QAJ¥Du"Illb:t.5:1i(BobbyJCIDI5Ezpnsftl'llJ0H.J:iJ:l9M,).-hmSSS4. Takr5JI.56IlJUd1.~IlI:lJill::sDsa.nTlib SA 23.-b~6 mil.m f.ba:Jma a-.:h Il.t.t. T_ Wt..e.. a.--r a.ada IIJIIId ud PJ~'6mil.1D.____ DErrAIL NU.r.ffiER V2-00 TIiB DllXI.1VI GROUP,INC. 4665 LOWBR llOswm.r. ROAD, /tIS< MAJUETfA, GEORGIA 30068 Southern Nuclear Operating Co., Inc. Tide Page Plant Va e Landfill #2 i.MV:-,'IJ'J": DAm 10/19/01 crmCKm> BYI SCA.LJ:l.. NODI: lTlUI REFHRBNCB DRAWING nm.~.n.PlDPll:l]'Tanll~GIOUP.LLC.AIoi>>.u.LJNJOIK\\ntJN~~.'TO E IIJIJ"JOOI,mDmmALWV nBaBClP!BJ!oITni9DP...."mNOT1UE D15Cl.CIlIIlD'TUoiHYO'nUII.1'!II3ON,J'WII m~W!HOU'T"DJII~'R1t'n!N~noN0I'1H!I~.JJ.L:.nm CI.Jo~IIIAll.I(O'l'MtmlDDJlBClLYm.~lllX=rL:!IIlarrJl!'4~WlDlnIl.D!IDUoCIIIC{;Y. tu:~'UJL Al.J.lUOlmu'~D:lf!inl1DI'nOH1lIIlCU*DJiII,.,tiIJ:J&A'IfmtOAui:I£I:I'lli:!i'lLY~E:DfN ~1JIlI"I)..~,ULUt:JmL,"5'Lw..-'ot~lllf~r,a\\'.\\l['fM't~l:lt1"t1lll lJ....~"¢J~IlI':J.L~,.m1I'lcAT1I>>,j1n'T1I1tO~~I~n).~nl;l.Il)u~'UCO,ll"J,. 1Dolr.s"tl'OU('If'TQ1]a1~"",ue: Site Location 1" - 1 Mile ~Il "'- DRAWING# DETAIL IS REFERENCED DRAWlNG# DETAIL IS SHOWN A DErrAILNUMJlBR 1 V2-1Q "'--DRAWING# D8TAlLlS SHOWN SCAlA 3/8"=1' DETAIL SECTION LETI'ER SECTION 'A SEcnON LEITER ~ DRAWING#- SEcnON IS SHOWN -./ SCAtJ~ 3/B"~I' VUIB vun / DRAWlNG#SEcnONISSHOWN'-/ / DRAWlNG# SECTION lSREFEJlENCED ~

W"5TH MANAGIiJI{ill,'l' UNIT/BUFl'IlR BOUNDARY MARKE.R GROUNDW...*L'IIR MONrroRlNG WIlIL THll DEXTRA GROUP,INC. 4665 LOWE.R ROswnu. ROAD. #154 MARlI!Tl'A, GEORGIA 30068 MM.-<S IE GW"*2/MW-2 ~ -150 - EXISTING CON'l'QUR ~ -- FENCB Bcginni.ng at I bcndl'Q1nk for ma IitI:. wblcb it a CCJncr.ca:: rounpcd "0'"=,.;th." ",we i"", buria.d<.1ocat<d at 10001 Ilrid Nill32.75, E8074,49, aod IICIlt mcnboo 255.07. thcoa:: going N2J 024-'33-E 11. di>Wla,,>f2J1B.26' 'XlI paUll, ",ell poilll t.dog the I'OtNr OF BllGINNING, tbcnce.gaing N33 1l3Cr.i3"'W adimncl:: of 926.81' to I pcim; U1C(I(C.,goltIg N560Z9'26-n Q. diltf.r:te.e of 929..46' to... polDt; tbc.nu going: 533°t T23"E.1. dUtulCC of 933.40' to. point'j thmcc.gtJing S56 °S3'S,3-W. disW'IeC: of 925.82" to

• poittt..1.IC:h pelot being die. 'POTNT OF BEGINNING; *.Jd Prop=)' """""",omg 19.81 oau TRllllLlNE LANDI'lU. WilSTll MAN"GllMBt'tI* UNIT PROPERTY DllSCRWflON POWERPOLB M.p produ=I by Bill AcmJ MappIDg. Pe.clune Uty, GA BEIPR0J!'£1'#1010805 DKffi 01' PHCYfOGRt.PHY, 8/22/2001 LEGEND

"DlA~.n. PllJf'D]TO""IUIIDDTA-GJ;OW.U,(;N-m AU.tMJ'IllIIKol,nortoI CVN1"MlUDnlIaLON.'1O .UI'l'(QrPWllN11Jl,Lln'D&~'DIllIOfAl'lD:l<<1J1U.lXIICWIIID'1UAm'anQIII.ra:IIOM,l'DlM QI.~'lrrrnotlr'Dl:II~ftrrrDlaNtDIlaAnDNornmD.RrJU,.C&OlIP.u.c.mJl DU..-JN(lSu.I.LNmMllIHDDllSClL... c..~IIJIC!LTDarrr04OOOl!'U1C1lON'1mUftB~. w:...uJt.AI.1.IIXMtl1UJ'l*!oLCJ,jWllil~Ul~.l!'I'l1ql>llJl. ..-OfOo\\IlJiIliCtI..,,'I'I'Jd...~li'Y 't,..1MIZ'l'JJI.~.t.Lt.~"'loU.L...'O'I-~jN".,I1UU:!(a~.A&"I'/t)('tkCl'WJltt)ll"lUI D....~ItNO~I!J'.t"'lIOM (11'I1I1CAT1QI\\ItrVnIltOIllrrllM:iJilU',u.c'l'OIl.lm~"(tlI1lo~ol,II/,DN,4 C(1II'n\\.l"GJA(lIII'TO"ilIl~;"".UI'. I.IW. Southern Nuclear Operating Co., Inc. Existing Site Topography Plant Vo e Landfill #2 I \\ I \\ El0000 nl0000 WA,rn MANAGIIMIlm' UNIT BOUNDARY GROUND WA1'11R WBIJ, AS-BUlI.T DATATABLB ~~ i ! ~~i ;~J ~~ p~... ~~~ 0 .... ",£!:, z Ci GWA-2/MW-2 9622.59 11755.95 249.41 200.82 GWC-3/MW-3 8BS5.o-t 21147.39 2.5().41 202.97 GWIl--4/MW-4 9466.20 11205.4{) 242.40 =94 GWC-I1 !MW*11 9089.50 10952.49 227.53 16Ii.lH E9500 119500 I'OJloT)'OP BEGINNING B8500 /" / ./ WAsm MANAC1lMlll:'U /" UNIT MARKIIR (1Y!') /' / /" / /" / /" - /" /' 1 1 / ,~-_-...- / _./ __ I / /' / / /" /' / I / / / ./ / / /',- /" 1 / / /' / 1 1 ,,- /' / / / /" E800Q I, BENCHMARK FOR ~'HIS SUE IS A CONCRETI!,rAMPED MONUMENf WfrH ANGl.!! IRON I\\I\\l.\\lUCADE LOCA= AT NBB12.75,1l8074.49, EU!Vh"llON 255.07. TIiIS llBNOiMAllK DOBS NOT APPEAR ON THIS DRAWING. /------ -_/ BSOOO ,-/' -~~ N 12500 -------------+--------------------------1r-----=-:,___~=~""'-r->.,-_::_--'-~="-~..;;c,_____b,4- =-----,;.#8i;,,____=;=--_::_-'-""'..,..._:_-----_;------------------------t------------N 12500 /" 1 / / /" / \\ I / I I ~ I J I I I I 25'.' \\ I I I I x \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ NI2000 \\ \\ \\ \\

GROUNDIVA'/T.:.R MONfrORlNG WEI.I. WASTa MANAGEMENT UNITIJlUFPI!R BOUNDARY MARKI!R THII DEXTRA GROUP, INC. 46/;.\\ !DWEll ROSWELl. ROAD, #154 MARlIrlLA, GEOIlGIA 30068 GWA*2/MW*2 ~ DAm "'DL\\~.n.f'IQfEU1'anll~.gQW.I.LC..u.">>Al.L~'DQtoiI~n:IaI:IN.ro In JaIJ"l' CO.iJtlloSm1AL.!I'I' nlELAIICIJ'm),'T'mHIOP....-m NOTlO E DDa.OI5IlD'ro ANY0TFmI.1'I'JIIQN,PmM OI.allll'ORA'naN1PJ'fIJOU'T'1HIIDftE&&)'ftInl'N~HlAnaNOf'UBD~,lU:. lRlJ Il"'~IlJlAll.Korlatmmmnx:n.Yc.l:!4DlI!C!I.TImmrJ~~9mI'l:lILDII%ftA.CIDL J...I.I:'WlIUt. AU..ll:JQItl1I otl1il!l<<llQl f!W\\olfl'tftll!'l'PtIlCUJY:DN'Ililll DlIA'lI'OJO AU b:l;ti;!il\\,Ll'Willl;'i'ED1t'I 'n1IL~,liLUCA"IIi:~ill\\JJ....at~lN"IftIlCU1C1LL'.AETMl1'~(IIr\\OI OU~/lHP~JIQI!'lo(:l/llX(.l'TII!!CA~*"mllf:l;I@:n'Il'\\o{lata"'I.tt.11)~11mcu.~~"tl~ ~l:""l1~TO'UIIIf~IIl:A**lJ..r. -150 - IlXISTlNG CONI'OUR MM~ III METHANE WElL I...'\\NDPU.L WJoSrE MANAGEMENT UNIT PROPERTY DESCRJI'TION BEl PROJECT #tOl08ll5 DATH OF PHO'l'OGRAPHY, SI22/2OO1 LEGEND Bcgioojog &t.. bcociun&lk for dW.ltc whLcb it.. cooa:etc. BWUpcd """"""",,";11> an "'II!e ;,"" bodcad<.loxo....... locoIgrid NSm75. E80704.49,a.od.sctl.tIDc\\'LOoo.255.07. thc:oc:cgoing N2.3 ~'3J*Ea ,""**"",1 231 S.26' ".. po;.... 0U<h 1"'0< bdng "'" POll-.'TOP BEGD\\tNTh'G. cbencc.gdtJg N33 "'3O'53""W.. diit&nce of926.Bl" to a point; I..ht:ott going l\\~iS"29'26*J! ':iIo disr:anc~ oC929Ati' to a ~ ~ going S33 1lo1723-n. II. dimoc.c= of 933.40' 11)

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• po;nt,,UdJ pointbOng tt>< POINT or BEGINNING; uid Propen)'~ 19.51 aacL POWERPO~

TRlillLINll -- * -- PIlNCE 0IlV. Southern Nuclear Operating Co" Inc. Trenching Sequence Plant Vo e Landfill #2 REFHRENCH DRAWING EIOOOO LANDFllL ACCE.SSROAD ML-WBATHER ACCE.SSROAD E 1oo NOTI'&

1. BENCHMARK FOR TIllS srrE IS A CONCIlE'I'Il SfAMPI'J) MONUM1Th"I' Wllll ANGLE IRON B!\\IUUCADEWCA1lID AT N8832,75. E807H9,ElJiVATION 25W7,lHI5 BIlNCHMARK DOES 1'101'APPE.'Jl ON nus DRAWING.

2.0NSITERO!lDShl\\I!CONSTlUJCTEDII\\llLOC!lTIlDAS~YTOPROYIDE ACCE.SS*ro THE ACl'lVll DISPOSAl. AREA. B9SOO E9SOO

...,-'t--f-----.,,...:--""""~~--..,.;.'--_';,t_~---:=----_1----------N 12000 POINrOP BEGINNING

.....'...... "'---~=:::._-_/ ..... _-~ E8SOO

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/,,,, / / ~ / / / /, £8000 E8000 N I2SOO -------------f----------------------f----~,..,....-==_~~..:....'""""--"--==.....;-"-*----of,.--,,--'---''~'"'____:_=-_<~- .....,......~-----I_---------------------_1_----------N 12SOO / /.- \\ I / / I I \\ I / I I I 11 r \\ I 1 I I 1 \\ I I I I \\ \\ \\ \\ I \\ \\ \\ \\ \\ \\ \\ \\ / \\ \\ \\ / \\ \\ \\ \\ \\ NUOOO N 11500 \\ \\ \\

\\V STE M 'AGe I ""I" 'n*/8L1~...R !lO 'DAR" tARKER THE I)E. TRA RO P, I I 4665 LOWER ROSWEll.. ROAD, # (54 MARIEITA..EOR L~ 30068 LEGEND -ISO - El\\lSTI' CO'ro R -- x -- FENCE --2S0 -- pROI'OSIID CO ITOUR 81!1I'ROJECTUIOI05OS DATE OFI'HOTOG]l, PHI': 8/22/2001 u\\NOI-ILL WASl 1\\1. AGE..\\l': IT NIT IJROI>E:Rn' DES Rima MM-6 1Il ME'rH. 'E WEll.. GW.2/ (W-2. GRO OI\\'ATER ~Ia 'm)JU' WEJ.J.. 1'REEU E pm R I.E Ikginnil'lg'ill... lxncbmnk for this "ile ~ich b a (MQCfe stamped monument \\I;;lh 211 angle lton barnea.dt:, Jocalo:t 111 local grid N8&lL 5, E8074.49,l1rx1KtIC E1t\\'l1tion 255.07. thcncc~ 23 ~'33" Ell din:aocc 0(2318.26' (0 I poior, web poror bci"8 tbe POI r-r OF BEGIN '1 lG,lhcnugoing f33"3O'SJ"\\V"di,,tanccof926.8I'loapoinc:; lha1et~ '56 11129'26-I!

• distlU)(C' of 929.46' to. poinr; I~nttgoing S33°1T23-E. dinaocr of 933AO' to I POIOr.lhC'ncc goaog S56 °53'53'1 I

diSl:~_nce:o(925,82' rOI poiru, such point bcil1g the: POll\\.lTOF BEGINNlNG: uid propttt)' r:noocnpwing 19.81 acra. outhern uc1ear Operating Co., Inc. Final Site Topography Plant Va de Landfill #2 12500 12000 El0000 I! 1oo W\\NDI:'ILL ACCESS RO.\\O DlA~ 8" 1).\\1~ ORA\\ONG NUMBER tRJ!F~**:t~~~=t====~~====j~F£OO:;v;;:p,I~O/~19/~OI1 V2-03 CtllXKttD.,. SChU: '00< I-~ OFlU A CESS ROAD I~INALCOVliR I..IS 01'11.1' ONF. TRF. 'CH RF.MAtNS '1'0 BE FlIUD IN TIll I_~ I)HU. OI1WVA'nO' ( TllIlTRflNQI \\\\'HJLEBEING I'IIll0 W1U.G* 'ERAll..Y8EATOR BELOW SURROU mING GROUNn URI'.ICF. '0 ~Db\\l""TBAS], IS IlliQUIIlJillI'OR TIllS I.,\\NOI*II..1. ---OTES: 1\\9500 I 119500 // // / / / 1'0 or BRCI" r \\lNG I I 1, ~ .......... ::.I f __ / --:------~/J /

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.... ~ /' ....................._-:::===./ E8500 / VEGETATIVE E8000 ~- DESCRIPTION STRUCTURAL PRACTICES / / \\ / / / / I / \\ I / ( I I R I \\ I 1 I I I \\ I I \\ I \\ \\ \\ \\ I \\ \\ \\ \\ \\ \\ \\ \\ \\ 1 \\, \\ \\ \\ \\ \\ \\ \\ \\ 12000 11500 \\ \\ \\ \\ CODE CODE PRACTICE DETAIL MAP DESCRIPTION SYMBOL 0 S(DIJ,lEHT ~ ~...,...~....... .....CR

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1 V2-04 V2-01, V2-02, V2-03 ~ SUIISTJT\\JTE "r FlU. I '- M.-.NAGEMENl* lINTT IlMU" AS APPROPRIATE N.T.S BUFFER OR LANDFILL MANAGEMENT UNIT MARKER DETAil.. 260 i 209.80 (GWA, !MW/Zj S~~~~I"_50' @ V2-02 VERT. SCALE, I" = 10' PlNALGRADE l!lClST1NGGRADB LIMIT OP TRENO'IEXCi\\vAnON W.4JER TABLE (6/15/04) SECTION HORZ.5CALfl, 1" = 50' VERT. SCiII.a 1"" 10' 8+... F1NALGRADE g + N r \\ r FX1 n-lNGGRADE ~BESTOSTIlENCH ACIlVE ~ 3 -- \\ \\ 1 I-- I-~r-1~\\ '-_ 1------ -=-----== 2'10 SLbPE "I"-------<:------ 209.82 (GWA, !MW.2) I I I I I I I I I I I I I I I I I I I I I I I I I 250 6" TOPSOIL STEEL POSTS. 1.3 le/FT MIN MAX SPACING 4'-0" o.e FINAL COVER D~;~ @V2~3 36" SID FENCE fABRIC EXITNOING 18-MIN ABOV( EXISTINC CROUNO SURrACE 6"

• 6" '4 OAUGE WIRE eAO'ING EXCAVATE 6" DEEP,

2" I'llDE TRENCH UP GRAOE Of POSTS, WIRE OR STAPLE MESH AND fABRIC TO POSTS. fiLL MATERIAL GROUND LINE ROADSIDE DRAINAGE SWALES (AS REQOll\\lID) LANDFILL ACCESS ROAD D~":~ @ V2-ll2, V2-03 UIO' 15.00' WIDE Dun 4.()(1' -+--- ROl\\DWAYWIrn ----l-- 4.00' 6" CROWN 4.ocr NOTE; FENCE SHALL BE PLACED AT ALL lOCATIONS WHERE NATURAL GROUND SLOPES AWAY FROM CONSTRUCTION. fABRIC REOUIREMENTS: 1 TENSilE STRENGTH (LBS ",'NIIlAU PER AST,. 04631). WARP = 260. FILL = T60 2 ELONGATION (l; MAXIMUM, PER ASII.I 04632)' 4{)'1 3. APPARENT OPENING SIZE (MAX SIEVE SIZE PER ASTM 0475T): /30 4. fLOW RATE (GAL/MIN/SF. PER GOOl-87): 70 5 ULTRAVIOL£T STABILITY (l': REO'O or I IIIAL MINIMUM TENSILE STRENGIH. AFTER 300 HOUR W£ATHERING IN ACCORDANCE WITH ASTM 04355): 80'l: 6. BURSTlNG STRENGTH (MINIMUt.l PSI PER ASTM 03786): 175 7. MINIMUM fABRIC WIDIH: 36 INCHES THE DI!XTRh GROUP,INC. 4665 WWE.ll. ROSWllLL ROAD. #154 MAJt1ETr.... GEORGIA 30068 Sll..TFENCE DETAIL @ 'D"~CI'Jl:fiI'Kll'lZJ1'OI'nlB~.u.c:Nmo!llLlNI'OIll"11OtOCDNI'~'JRDJNII'1U .Ill. aFfctlKnD*)IJlA.L"'7HII.lUIClHllioTTldatlf....omNCtr'm 1Il!l1lJlCJ..Cl5il1)'n),!JiI't1ln1lll.1"III!!OK,1'l:I.liII 0ilCI:*J'QL~'TnIOt."DUI~'ftft"I:~!XIfWDiILlo'nl:a.l0ll')t3[)~,~1'I4I 1:l....C1M';SUALu~orIll\\Uillfln~.vtllil~C:nItC'" ...'j'~b.I~~Uli'ttI"rtll.fI<<n'U,.(~1'II" u,c...,.lI:.. W.IIJCf01l(Wl)ltiI:GNU1:~~... tll~~n*()J.l'lllA'II'r:<<":o(!~.":¢Wn;D'' 11A~.ULUClrlK!fJif"\\a.h"UTUi'WJOLI(JIJHlI'JD.I!l~'I'AID'Nn'-=nDNOf'l'l1l:!l IlL\\'W'D'OGA."'IDNaUli:laiOlt~nn.:DU'mAoGIOJP.1U,'IOUlUIN,"lIIta!o~AMDALL ca'I8I!i'nIlWJl"'lO'IHIl~ItJU'.J.LI:. Southern Nuclear Operating Co., Inc. Sections and Details Plant Vo e Landfill #2

35. l'Iobihi,ed Acts, Th, W>dSIl ohalI be "l="ed md ttlLlolLio<d lO 1"""'" "P'" ~...vcogiog. otId lho "P'"

u\\mJ,pJt1g ofwu.tdI.

b. A minimum rn-foor vttrlc21.sepantioo shaI1 bemail!..l~l.im:d bttm=en grmmd 'ate' and the wa;str.

h..hIbelltos--cooblioil)£;wute. ~hdl1x: ditpoltd o£i1.l.tJ.d) :fIllJ.SOo.c::t'-Q Mt to dc:sttoy r:he mtegri:tyoftbc:

a.!o'boc:5tm-am.taitIing material ~ priot to the. phccmcar of 00\\1"e:t matcrid. Co All J.an.dfil.t IIcmilies will b.:: c:onductrdin ac:c:oMancC with the Rula for Solid Wane:. M:in:lgc:mmt, ~ 391*14.00 '''''''' gm=d 1>>' IlPD.

32. Consttuerloo Ca:titicu:ioo: WDtiul ~&u:iaD by.. prohaaionaI ~ licm.sed to pmcbcC in Gco:rgi:a 'iP'l1l bc=

aubmittal to the nPD tl:;) cmify thn the &a';ty lw ~ 0X4I~i.a uxmrlIl1U:r: willl the.pprln'ed ~ :t.1Ua oha1l be "1"',<<1 f<>r CLCh IO"l' _jor co"",,,,,,io,, ;e....1ncludi<lg bu, !lOtJiltljted to, 0'" ceJb 0< =cllcI,.ddiliooallnOllib:>tillg wclb, octii=ot pootia,lcschate-OJ_~ ~.""" wlid wute bwdling tmXQ', -nd ~ 01final co..,-er.

L The

.lite i.& spprtmd fm di!poBal. of the W'J51:e d.csaibed. in IkDI 2J.

34. Eoviro.o:mco:tllJ. PtOt<<ti.OQ; The I&l'IdfiIl U1alJ be. opcntcd. iJ1 sw:h o:wlIW -Q! to prevent ralr.1aDd. Ot"'W'lltCt p<>lh>tioo.""d1"'bli<h..llhho.>.oro.,

33.. Nt'~: The: li.oo.tm opr:t'Il'ti~ ~m nOt ~l.t.r:t: Uly aPflIiQl.ble ~uiren:'l(:(l~ dltVd.op:d '1J.1'Ii:ler

• Stut Impl..,,,,,,,.,,,,!'lLD (SJl').pp""cd '" p_ulll't<d by the U.5.IlPA, Qpe<> b.",;"8 ofODOd........._fat""

w.-eq."" ~ of t..d elettios debtit, diooued"... at debtiL &= _ .......p"l""-'iOOl, obsll"", be C:QJ'.duetOi

i. FJlling lnd dOSlOg of the Ubct.fOlI t::e.c.eb will be. conducted in the u:me In:lC\\OC;l' u the oon-ubc:ltOl!l trtnd1.t:8.

aocpt for the. tpectaJ 'W'lUc: handling lIIod cover p-r1XCdW"C.l! diC$Cb.bc:d Ilbo\\~ The. pc:r:imcter: ofthe ulJcs1tJl tt'tt1Ch will 'be beaned to pteveot IltOrmWll.ta" Nn-cR &om C;QtC:ring the 111::t:u:h. StemlWUCl' thJt directly c:ntert the ~ fill atell wtthin the :118~tof, trtl'lch will bc.l1lcwod to ucwnulau: tnd pc:rcoktc within the trencll. A mJmtnwn ofooc foot of 'frcd:xnrd' in the aJibc:ltall:ICDCh will be rrWot:a.incd Il.t all time! to.now G.dcg"uatc..tonge volume for the 2S--)'CU, 24-bour <tOm (6.8 iochcr ofW>t<< dincdy fLIli"ll iD. th, op<.o treOCb), I ~~flft 49JOo-C 2 1""""..., I of I D T Il£ETI PR 11I011' II \\\\/\\ 'E Ii PE 0, OlE KL T I ,'oglle tlcclric Gcncr:lting Plant A. P hibiled W.SlCS Obsen'cd Prior 10 dUl.Uping Arter dUfUIling Rl1diQactlw Wutc [he. I I no [J '" [JM llazardou W8S\\, (",lvon: rain.$. !.los I J00 [1 yeo I}no eIC,) Biomedical Waste [J)"" (J no Ill'" I] no Indu~lIri.1 W"'!Ie (lig/lI bulb.. balt.n", () y"s IJno lJyes I] no "hemlcal Ctc) phall Roofing hingl.. I I yes llno 11= II no Purres<>ibl" \\ ast. food. food [I '" II no rI yes I] no conu-uners. refuse.. etC) il lI,ers or Oil)' Deb'; fly.. llno [)yes II no \\.SlCS c.maining IT.., liquids []yes Uno [J yeo I) no P<;B \\ as,e (oap.cilors. nlJn~nl I J)... []no rlye< I) no light b.II..I, OlC) Prohibited C&D W..le (,reated wood, II rJno lh'" t ]no lead sllcelS. etc) ,,1-......... 1'"

l. A. Korhtl1 D"'iCtlhe in d<1AiI 811)' prohibited wosle ohed<ed.OOv. observed pnor '0 dumping.,the landfill DOl" oflood.od dWlIp iospc:cUon-7"""---------

Londfill 'umbtr #2 0' ~3 (Circle one) W..I1< Trench Numb<t __ Genernl descriprion ofWllStc 10 be I.ken to thol.ndfill 1~. A opoda1, ~..be.roo t=<:h wiI1 bepro.ikd" thoW>d6ll. Tho t=<:h ","rt be d=-rly nwkn:!.mh wuning.igni ilod (.C(US iJ lim:ited to tuti'l(lri}.cd '['I("S00ftcl. A Jigo. "i.n be potted lot lhe Jlu)d,fjJJ eDtn,nc.e to jCldictte. t;he dl.!'cctiotl to -me vbestos diI~ t.!'Cll o~ we. utive. tfC..OCh.

20. The. bodfiD will DOt be u.IoCd aftet nor.m&l hOUd. A~ to the la.ndfill II eootIOllod throu;gb Il.utbociz.cd lD:oftbc 1IDdfill f<>r pl"'" opemiDOI ""ly. Th, landfill!> ac=cd t!llouglt.10<10"8gm ""d.,,,,,..., th, bodfill i.I ",ouolled

<l:otoogb tutlu>tise<l "" of the J~ 10, plt.o, op<:rIl,""" oo1l', 2t. My wut:c: or litItt dlKXJVend mnsldc of the tn:ndu:1 "iIi':iIl1x placed in a trcnc.h. Pcncing or other lIlC:thoW. Ie COIJtIollitt:r arc flDt: OI::cxla::I bcr..a.i.I5C wind*bIDwn 1i.t:1c" h DOt a problan du.~ ro th.e lack oflim:I produc:::il18 matc::it.t in the W'&Iltt. 23, PROHJBJ:rBD WASIB PLAN

17. A bWIdo= (%6 C&t<<piJlu '" "lui"",,,,),.;n be ~<<1 to <1>, 1>nd611 ODd will be uOli=l Ie petfonn..,.,

=eblog """ 6lllo8 pro<<<lw... If "lujl"""" ia oeede<l f<>r ""'" o<ba p"'J'O". k.,,;jJ be obWoed "" 0 =I"""l' bu&!*.A wue:I: trUck, portable wate: taDk. or othu'lfpropAue~ equipm=t'Clri11 tJao be...vaibbl.c. as.a.c.cd.ed. 'Bacli load of'W'6!iD: win be inspcct:aI prior W trUlSpon; to me: 1a.ndfi1l.-and aftl:J: p1accmCC:l'tof~b Jo:ad in 'llo ttmcll, m Cl1.lIW:C that probfbitc:l wutC iJ not di$po&cd ofill the. bndfill. An imp<<tioo cbc:r.klilt (Ilim.ilu ro the ooc. bc:bw) will be mc:d to dlXUlllClJI thc.~ 16.. Out IQ rfu: ~lX of l..analfill ga.se5 ~d :I.l ~ h.nd.Gll, a 1oog-t~ mtthi.ne gas moailoting ptogftDl ba.t bc:m implemmted. 'fbi.! ~t~ i5 ronduered in aecord.ance 'With Ih.e HID spprtmd.M~au.Monitming PtogtLm, dot<d Sel"=ber 2000, """ "'1 up<l>n:o....ppfiahlc. See Dwf; No. \\'2-06 foe pmgrt'" dCl<ripti<J<..

14. A Gro<uxI...... MoWtmins I'mgnm Iw """ m.pt"""M See Dwgo. No, V2-09..d V2-t0 fa< w.!""Il"'"

clr:lICrirul)11. In 8dmti.tm., 1lJ.l.fta.......t~ m..cmitori:cg is oocduam at the P1JInt IltKkr the Plant', Nlotiaml Pcl.Iumm. DiodwK< Iltimim.'on SY'' (NI'DES) p<mili, md."..,.*.n of the I'1tm't ~. 51 YBAlI5

1. A1jTAiIIl1)le on,ite.__._

_R R_R_R 4,[)24 CY

2. lro[lO'<W,.,...,.,.,.,_,.*,.,,.,.,.,

0 CY

c. Solid to.otum, ("'=t='ed) 0CY

d.....be."'"....".otum, (compacted) 10,1!l5 CY L ')'01>1

, t~.ll ACRES

b. Usable 1.7 ACRES

... Total vQlume o(wete -1m! c.avu _~_~_~-_~_~_14,222C'I

b. Soil volume for CQV~

_w_w_w __ w. 4,Q24 CV DESIGN & OPERATIONAL INFORMATION I. lb, 6lWlg of _ 1 <hrougb 7 "lA<Idfill #2 <OOk pJa<< tbroagb 1990 wi ",....tod of q;>i<tl """",,,,i<><. dcbti> pc:arai duriDg plant oomttueti.an..Land dCiIing 'WtIItr:15. ~.I!Dt pb.tt.d.in the tlc:J.t.bcs. 'Ih= :R&bcln! ttm.cl:1 hi ml:: em}' rnamd}' amvt:: area.. This tn:och is usa! to dispme of a!bmoIs romaining,,-.:u.tClo from P1aotIl HatdJ:am:l Vcgtk. l"hh iDcl'.ll:liC& wutes Bum u. brokm c.cm.cnt--a.!lbc&tos fill mcem removed from tht cooling 'lOWCRI, WUit.e. CemMt-Qbc./ltoe tr.msit~boud. we~ l::~m.t-:L¥~ro, piping Im.~ and :lAbes[Ds.~ roofu!g ~ Rd'c:r w Item 2.3 £o!' me Pmhihiroi W~IC ?b.n and hem 29.thr Spccl:al W'ute.H..aodJlng. 3. Wllnc. it. to be dl#.l'lpcd (rom tf'Ij;e;k1 into the Ill.tld611 ~eI bcgiMitlg A the nOM end of ~..e:t1vc: (open) "",eb. ~, U,;"g 0 bWIdozOl CJ!6 Ct"'PiJl&! dO'LCr '" "lui..lem),..- will be opt<&<! and "'~ into 15-_tnuimum IlIU..biIO~ t !\\\\IlIQ<:n, slop< "" <be....'" 1dog oil<&<<. M&ledW [>I>eed In <be WldllU ~ be _pa<ted., the leut pt=iad roIUOl<, =cpt <hat..._ ...... will be 1w>d1<<l.. <IoKribed in Item 29. s,.&mws-oon.t3ining WlI.!itc will be rovcrcd 'With 6 inc.bC5 ui cutb imm.c:diatdy 'Cpoo placcmcnt l.c. tb~ ~bc!.toe ttCZlc.b*.l..arJdfi1l DpUlIotiOD30 will conain of moothly e;d]B. Moodtly OO'\\'C' will be: plaad in ooc-foot layc1 mr thc= malb in whir.b ttm£.bra ~-uaal. Dailf OJ¥a' ill not rr.quirLXi bt=c.auac. t.hJ= 'liIr'Ut!= (non-puttalclhl.r. oomtrlldioo d~ and o£fi<< walltC) dDe31 OO~ poK potcDdal problCDll with diBcuc: ~ odor, ~ ~ fhe ot a:I.~. 10

Ldditio:a,. appropriate urpti will be tUcn to a:II:l.'l=o1 dillcase vuto[]5 if needed. Thc:M:,t;tepII will be appropriar:c far: the protecdcl[l of bumao heah:b 'I.Ild t:bl= mvm:mm.ent..

6. .MDmhlY. Iil m.inimm:n ~-fOiJt:"~ of int~te5O..i1 cove: 'Will bc= p1urd ~ thr. aposai wOOciDg sur:&a= of the wastr. for thD6t: tTttlchtB used in that.month.. 5, Soil A-oo> ll>e =anud =hwill be "oap;Jed oco< <1>, wi", t=<It. Th.., ooiI 'lOCkpile> will be of,uflieiellt q"""Otr [0< the lII<>ll<hly iolelmCdiatt cove< owl f<>r Iir, Pfo<<<:<ioc needs. A mioin>w:ll of:l> <Ubi<fUll> of ooll..,;u be: kept within 200 fw: of the. working,umec or ~r:c=..,.n ti~, iQr fire atiDp~ putpOlJe!l. Silt f'mci:ng W11l ~ plac;oj ilQllg thc.ll1W~ dCVltiQfll of tnt. ml)nthlf wil ",tQCkpi.al. SiDCC: 17'C::nr:ket. wi1l \\:M=: bRddffio:i 'IiWh only 12 'Ya of the. or.igimJ mat:eml rmlO'olc:d. tloIerc: ~Il &lWt:f1Ilx... )~ volume. ortmb::rial Oft Mnd tor lftte:m\\cd..iatt: CQ1IC:l" And f;re ~tiofi. Il.. 'l'be: foDowing w:utlc!l an: acaptI.b1e for: di.Ipoul in the 1and6I1 (typi.aDy only :u'bc!!itt16 'Ii\\o"Ute wi.Il be di-!pOKd in ob, A.bet"" 1"""'b),

• Inm Wastt - Wuk: l:h.at will DOt a:: b DDt.Lib:ly 10 CiIornle-leachate of fil:nroom.mml amccn. Sm:h w.m:e i.&

1iollmI., =th-Iike ptodwD, ooo=.mmrl a>plWt, rock. brlcD,yud <rlmmiogo, ''i,1imbI wI~ ... (.Qfl..Jo~Ql':! and Dem~ Wl.Jte - W'Q;tC 1i:mitcd to untttatcd lumber, brick, ~ wa1Iboud. illJlJ.b.titw\\ metAl olir.ling. phrmbit:lg ~ UlC.l other.inc:n.buUdi.og material.. Thi, 'Wa,te. mal' mull Io:rm buikUng mucrials-.nd ouhI>Ie &="""ttU<<l=....cddIng.<<ptk,Ukl_"puul,,"I,=- ~uiI.li.ogo o.odotherottuaures.

• A.!Ibc./llO!l-Cocn:lic.mg Wa.srt:
• Wll.st~ th.u i~ in. put., 01' toWly, o:.r:nposm of :l$berros, :Illoo-bu:mi.ng m.int=:ml.1bu 0lXUfII in tibfOU' (Q!"JD a.od i$ ~d as 'l hazud ~ hca1lb. T.bi.J w:l$tt may include~ ~te boa:rd, gaUd:

_t<<W. """ btob:n <=>COt*...bet"', fiJI_ <<moved from <be ~ ",""", ThiI ""..,;,.t...;.u be eli,posed ofIn

• =b opeciliadly d.,;g,,<<l <Xl =pt "be<",,~........

"'1ncn 1Dd.unclll Solid. Wute

• WIl8t:C limited to iAerc mue!iaLJ $Llcl1 U lmu.sabJe.aeb ofco:oc:cu: mi:L
• PLckIlIg MI,<tltl
• W*,,, ouch....ood, =dbcwd, paP" LI>! poIletI

.. Othc.c lIUte::eid* Other wo.uc ~ 'IIri1I be Q,ucb.r.a;;iud. by the BnriwnmcGtaJ. Spocci.WI OlD Ilca>> b}.... ax basis. Oescnbe to det8Jl an prohibilcd w. '" checked abow observed in tile I ndf,lI cell after dun'ping !fprohlbi'ed wut. obset'\\'Cd,n Ihe I.\\ndnll,.n'erdate ofllOlifiauion to Environmental petioli" I /\\dditiDnallnfomu't1on Ins""clion tOmplctod by

36. R.cattd ~ Ja it bccwnC8 1I.valh.b~ the folh::1~ltIginfmtm.tion will be: rcamicd aDd ~ at Iht: VEGP m nc:u_the 1abd.fiI1 in a.G opc:n.t:ing ~ ut in aD altcmal:ivl:: lClCUion IIopprovai by the Din:ctcr.

d. Any MSWlJl unit dc:.aign d.ocumcotalioo fur p1aoenm:J[ of1cach3tr..orgu coOOo:w.t'C in -a MSWLP' Wlit u [cquim:l undu RuIr. 39t*3--4, ~ Anr danQllllmltioo,. cmmcatil;m. tiruicg, manitori.cg, k".fting. or 1l.n.1I>'tieal dm. Il.J requim! by R.nIc 391.-3+.11 0Dd-.12; £ CJosun, ODd P",,,-<!orut, =< pIam wi aay momtotIDg, ""ling, or...Jytiad do",.. reqohr.d by Ru1< 391-34-.1'1 0Dd-.12;wI lea"i I Southern Nuclear Operating Co., Inc. Design and Operational Information Plant Voe:tle Landfill #2 1lllV. I DAn I THE OEJITJ\\A GROUP,INC. 46/;5.LOWEA ROSW\\lU. ROAD, #154 1ILI.B.IETJ:A, GEORGIA 30068 lUiVtSIDNS: I'Il.O]RcrNQ.;SM,;.:OC<>=,;.:I'OO:..:..V,;.:""=-- ....:..:flUll=""'""=:.*~","",:.:..:.:o..':O':"':_=::~_--!1

28. No onlin ao.I"id wa.stt proc.asiog dur.h Il.5.shraldfog will bc:. pc:rfol1m::d.

I I 26, All ""ploy<< fL<iIi'" 'oiU be p<<Mdcd ",." VEGP, Employe, f<<ilitj.. incl..Jc "" """",-driO<illg..-. relepbooe, lin, Lid wi ollicc'I"'" ~~jl~~~~=tl====~~=====jD.... ~_~~.~O~A1~~ DRAWlNGNU1lllERV2_05 lUlF, I DWG,NUMllJlll I 'I'I'nR 10/19/01 CfmcKBD BY~ SCAUlr REFERENCE DRAWING NoDe' I- ~~ 'Drc li.nd£ll epemtor 1I.lJ..d pe:nocncl kwJ.dI:l..cg UJd dispo-dDg of :ubc5tD!li.a.IJd u.bc:lI'tm cumaining matc:ial mu5l: n,u".. teqUiecmcntI of 29 OR t 926, II 01 """ I'1Lm P.o<<d= 00265-C. L ABbc3tu!i 'ili"6.litc.~ at l:hc l:wdfiIl ~ill be dcsiptm fur: :I5be5tD:'!i WIIo.!itl: culusivdy. 'The ttcndtes d be marked with wamlng rJgm -and aa:cHI!' will be limited ta aul:bothed. pc:nunnd.. E.V'.l5ibIe: mrl!!.iD:llJl m thr. out!dde Ur ue pmhi.bi~dwing em: c.atlca:inn, pmerssiDg. packing, [DflSparting or dc=po!1i.tion of ll.'!Ibc:!Ito! aJIll2.inicg Jll2rtti2l.

b. A.slx:IUD! 'lIo"'lUte v,-ill be: covcr:cd with *1: leut 6 itlebCll of Cluth imm::d:ilttcly after CIl.dl ~M i11to the IIIdbd1:ol

=od>. 29, SPBCIAL WASTIl HANDlING,

g. A.sbc:!to! mctai.ni.Dg wa.srr shaI1 N-Inkd ic.leak.proof eonmmen. aod l.a..bili:d with. tht W'Cltth ~Uucicm -

"""'"" Albetto< £%en

• Maid 0pe0Ing or Bt<iliog Coo"",,,.I\\ea.<tdogAobet,oo ;, Huudooo OJ Your H.<oI"'.

or otkr similar word.i:ag &, tpea£i.o:l in Plant Proccd~00265-C. do M..t<tial......miog..betroI.ball be hmdled,,,,,,mer!, WDtked...d dilpoocd ofio SOOOLd..", with 29 (]'It 1926,1101 ODd Plam l'ro=I=00265-C. £ IA 1l<COtdaoc,..ith re=-d k"l'illg-"-"",<.0" (... Item :l6)

• SlIng 'I-.r""..,;u be uLed (",-",<til or de<:rJotI>:)

'" "Dto =otdt, illcludillg th, lotp<cioo."Il<c.kIiIT. fDr lc!po:6oo by BPO _poD request- ~ _,. and <btl !h<ctt_t<d hom tbe _tt1mooltmins oftbelwlllll> will be ~ d., CIl=i>Uy ~ SpecWit, """., D<><uIn<lltCoottd f<>r lil'n;,ne """'.... ~ Ifl""bibit<d....tI: ia -.d in * !Old ptiot to diIpooal io tho J>nd5lI, it.,,;jJ be ",,"oved ODd the ",pomlble p"'t>llIId will be tlOliIied

o. The Si", Ett-koome.w Sp<d>.liI, wlJI be conb<ted.;,Jt"'y q-u""", about....'" W, ""y be ptoblbit<d fto<n dio...... 1n <bebod.5ll.

d_ Tf'prot-.dbited M..ItC ill D"'~od in th.e.1md£i]1 tr~ch II.il:r:r: dispoaal, thc::WQ~ '1:1."I11 be runcwm &om me trrflcl'I -and ~e feJpotIsibk: personnel Mll be notiBed immedat:e!y (prohibtcd W'JJiI!:C dispoocd Qf in tM 1uId&Il may re.qu:ire 000<'",,,,,, t<> EI'O). ... Noo*[Qc:rt CotII~c)o II..Od Ocmolitio" w~ .. Noo-Io.c:tt H1d\\lJ,uiJ.] Wute:

• B,,,,,,cdlo:sl W""" *""t*.....,. th<t """"'"'" l"tlu>IDgi<<1....... ~ioJO(!i<tl.......'" dllCL1<lod m<dlCL!

~Ldpmcm,. bw; doer; not include tw:h MJ1C that. hu been. ttibtlized ~ng atIIKllf7.et 1M type tJUtmc:ot !yItc:In.

• PuJrudblc W&tite. - WUtt.: thilt,!wdd)' decoD"lpo&U by m~nitiInL Eump}cll cf putteKfulc...wslc inr.haI~

bu,... 00< n<<eIurily 1imitcd ttl, kiIch<ll....... aniouol ~ reru." desd m!mLlI, gubo.ll"o ""d """'" tb&lll CODtII.miwdcd by.suc.h ID:lItr.n.,h (nu:.b iA WD~fromaffio:: uta.! c:onmining food COlJlaiccn). AtPIam: V~ WIne .fU.Cb. all food.liquida, cofftt grounds, md Wlllte &om the 6ik: c:aktI:r:i.Il. uxI offiCI: :IIt:U mun be di!5poacd. of i.o.stpU"Il.tI:. clumpeteIlJ that Il.lCNO'1 diHpo!IaI of in ~ site 1a.ndfill. '"HIIZaI'I.iouBW":I!ll:'

• Radiol.aivc Wut<<=

'" Fmc.Liquid WaIlb=: .. PCB-Canmining W-a",tt:

• Sacitsry ("""ll') w...,.

,.. Non-hurt kdDsttial. Wa,stc - 'W:l!IIte= mc.b 'H apirm chl=m.i.c:i.ls and producm,.spmt light 00lbs., !opelt b:iI:tt:I:!iC!o, oshsUlted d""""",,,..u, =l =bon. mJ d.....up debrl~ cb<mia.1.piIl clcu>up debtio. >Dd opeot cit =l hyd<sclJ< 61..... .. Otha: WaJjte= * !ILlc:h as uphalt,__gies, ekcfrome cirr;.mt boud.e-, s.el:ap lim., and ~ or CRT~ L 1he fallDwiDg u=m.iDg !chrouk wi.lI be I:M minimum -ama.ml!i ~ tD a12blish vqct2rlan 00. tt:u= doeo:l ttcm:bcI and ather dL!turbcd U'CI.lI:

d. Seed,ball be tpp1i<d ill the quatl<iDeo to obowtlln thcl. ~ dodug til, _

pIo.otiog "'"""'" FertiliUf.h:ill ~ IlPfllio:i otthe 10-tl)-10 p~w;thin.iltUg.C of 600 to 1200 pow"~e ~ 1l(:1'C. '1lu.ft:ttilittr$hocld be 'l""d "'""... ~u1""" ",cd o~,""'1"<"<' om" 0l'l""pN'" "l'-"p"""l 9. Tht: ~~~Q'y MIl.IJ.qp ~ mJpom.ibk. for ovasn..~Ilioo of tb.e b.nd.fiD to O)~ pc::noj[ oompu..o~'Wit}, tb~ ea~ 2$~ ofit$ opcntioo.

e. N(ll;t-KO:l beui"S hi)' muJch.hllll be ~prc:1lrd Attbc: ~te of2 tOm peff,(:(e.

Mu1eb. nhll,]l betlpp6(d with1tl24 hcul1l diet &c:eding. Muk.h lib:irJl be appllr:d.....1Jh bkn,."CI: Imllchint;~ 01" otbc:I: spn:ading cqllip;nc:ntdcsignc:d for WI V.upose. Of b}' bJ.nd. ]f r1cce!1W)',1l.l'lc:hot Inr.rJUI uring "lJAde1" di.llk~ 0.1' ditk twrow eql.liptne:ot" ptunc mcsh/~ or 1~'DtD.ttictlIcI::ifi.cn or bi.od~

1. Bet..<= April 1 and "'"11""31.,40 p<>UD<!o ol&rl<<< Lapod_ 20 p<>UD<!o ofPemocol. B.Jn.lI""'.20 poundo ofIIttmwh pOI, and 50 pound. of """,,,-tap millet p. pet "'"

~ Ifoeed<d,. 60dr groo.od ogti<UltutLIlin>e<tooe ob:olJ be 'P'"'d cvCllly otl tb.<groo.od....... II the "",of I <Xl 2 '0l1I P"-= ptiot.,.~ the g<oUod io~ of1COiIng.

2. Bet..<= Scpt=1= I ",d Much.11, 8() pouodo cfSdc..~... 50 paund.o of ""D<tIl ')", o.od 112 pollcdi of AbL12Zle !j'e per aae.

f. SuffiO=m Wlltt!' dun ~ ~,Jowly O'-"t:l'. thrtt'ftU period af'tco the _pplicarioD eft mulch '0 e&t:l.bli6h a good 8tand 01 ~s. SiioTj'daJfJ alter. the. aPr'tkarioo nf IICol=d a.nd mLlld!.. 100 to 300 pound, olll.mmonium nhnte sball be

!pr~mreCKcltICrr.. 12 All piS !ecd 'Will bc.l.welcd i.n u~ with U.s. OcpcttnCIJt of Agtk:uJtmc: rWQ- -ux:I RgW~t:iow. r.mdc:r the ~ F~ s= &to PJautiug to cm.bIiIrh n:ga:ativc; arrc;t will og;;w-witbW two \\\\o~ of fuW pdiDg oftIx:: tI'C:Qeh ground cover. or in ilirtw:bed. area! that will rema.io apo&Cd for More. thAn t:b:rcc rnotl.th.8. The: £ollowlng ptoecdurcs win be ~ b, 'Ih~ ground !1U.flur I.bDUld be shapM.if ncc:C5'!!iary. BO thu cqWpmm.t can ~ uam ufdy -and d1i.cimdy dn.rlng !erd..bo:l pn=p:ustion. fati1iz:.:n:ion, !e=oililg, mulch.iDg a.nd ~ Dft:hA= ~tian. NodopnwiII be §~ t:.htn 3 ~ 1~ An:"OOl$.JXJ Joox: ~ tbtt ~'cmW im;etfc:tewUh Kedi~ O~ mt.il)tt~occ:Il'IAII be f.tOl..Oi'ed &= tho oud'><< p*" '"~ 11, A cliTaJion ~ the: pa:imc:tt;I: of the-aai'ft; tfaI£b will be: cn:a~ IiQ u<<<kd. to mimrniz;1; L"'l.l.tIuff ODtc the: litt:. 1be tit, "'All be pded wi dWlt<d., o:lioitoi:. crooio.o, and '" drlW>...."" from <be....... of the I:otdfiIJ. IJ> add.itiD.D. to dxx 10camecI w:bcc. water control tn~ O'l'cn"D.site Iour&cc:wa= is ma.tL2ged u=da. sib: sw::&.cc ""'"__ pi"'- Fi&d _" ODd dls1mbed...... tbaIl be gmlCd c=pt I", ru.do LDd o<tlve.....-.beo,

Methane Gas Monitoring Program:

1. Objeal...

4. Quality As8urance and Cootroll'rocerbttco SCREEN IN1'BRVAL PROM APP1\\OXIMA'11lLY 5 PlIllT TO 2.5I'EF:1'BLS.

1'-- 1 t-1--t-f_L I'MIN, i PVC CAP DETAIL TIPICAL METHANE WELL THE DBXTI\\A GROUP, INC. 4665lDWER ROSWELL ROAD, #1S4 MARlIrlLA, GEORGIA 30068 N.T.s BENrONT1llGROur ~- LOCKING srnm. PRO'J1JcnvE c.-.stNG t"DIA.5CH.'1OPVC,"'lWRATED // PAO'ORY PABRlCAlllD SCREI!NSWIU..-./ BE INS1:IIl.UiD WITH 0.010" TO O=," SlDTS 1/4" MIN, PEAGRAVBL /~7'~~--!._-----_...l.. END CAP ~I---~-l-4" MIN. BOlU!HOLBDIAMB1llR

6. Methane Gao Safety Guldclioeo

• Collccrcd 8" from
• 0lCCIwti0IIIy~.)".." oboWd """'"l" be elcao<d to miolmi>.c air poIlUlioo

-uuI my potmriJ.I op1oeive: or fire l'lI.ttrd. All ~....,rn"g on

• bndfiIl will be p<<mdcd <r.;";,,g.~ rbc dmga poo<d by bndfiIl_.

PCDOfJIlc1 opcnting lIafety ~cm :ntMlIlli the. w-.dfilI wiD be tbaroughly tmiDcd in ita lI5C a.nd. ha~ a clcII:r u.odcn.tAnditIg of!be: mwbng of ob!uvt:tioo.& m:td.e w:itb d=Jc motIitotiqg eqyjpoxnt. Mooftotiog cquipro~J mutt be periodia.Dy cs.libmed ro CMUfC eaaciaucd 'ceut:lCf in the mula. -. Metban.:.gu iD.. cnoa:m:n.tioo of5 to 1.5 pcn:cm. 11 tit aplo.ivc mmw:e. Gu.ccumuluioos,bowd be moDitom:i.iQ.~ Ifttl.l~ (0 in!w:c:- thlt~cc:o~mc-,vo.iQcd tnd,ifdctClCtCd. ..p~ne _c:rioa il ~ to"Oid.. SQU:l'((: ofigto-JboG!I.tld to \\iC1:lttbts~

• SlUnpliog will GOt be: pttfonned if COL'IdiuOJ.U condlolCiTc. 'to dcct'CUlDggu COOCUlttltlioOS.te pttSC:Qt (e.e-lUbe"",,,Il" pru>"'" Jess <!wl ",,",'phclic pc..""")' Irl.... <>><. _!iog will be dchycd =il5I>Ch condic~ pus.
• S=plit>g""'" b< roodoe>cd'O'b"'8"1""""""'" I< amWo>um. So,b<wfacc p _Ira...

wW'fll.1 C)<< and geoc:uDy uc

• I. muimum dLL-ing the.rtcmoon. 'l"hc:tdott. o-.mpling wiII. be:

maiuc:wI :aftu 12=00 mxm... I1m.!p~wio:D. ot QuArrttly Smtp1iog far Mcbmr: Gu - Methane pi c:otK:CrltfuioDll aha.ll OO~ nett..! 2S perez=K ofdlc knn:r~ dmh CLEL) ~(125,_) (or _Inc.&q""""",,-

• No pe11000 will mr:er a,..Lilt. Off. ttench on.. iAndSIl without first (bed:ing few the pretenee ofmdhI.nt

p. The. ~an will ma W'Clf' '8. ukty hamr:M wil:h J. sea:un pe=ncD.mnding by to pull him or lu=r to ufcty.

Anyone imlalling wdh.iD a.lan.dfil.l wi..II W'C2t'

• a.:a!ay rope. rD prcn:nt f:aIIioR in the: bore bolc.

Open holco "ill b<.".,.cd...... tbcf "'"left_

• SrnoIiog will be p,obibiwl 011 rbc iondlill wte<e ddIllng. ",canting..,. inoalWioo of"lWprncor " tal<ing p1acr. (JJ' wbct=: gu i. vmrlng f'mm thr.1.&ndfiD.

,. Gaa prodr.Jr;;tiv,n ~:ill va;ry with c.1wJgd 1n.llCa.5om uu:I dinwiI; ~ Ead15ampli.cg l:'l'CDJ: mwt be COO<!.ClO!.....J<r che 'om< c.ooolitioo.o, u....... pouihIc... Ihc prc<<dU>g""'" 'l1><odO<c.1hc "P""'oc will""cw tbc log of lIIc.... aDd """'"""" Tb.icll ezisted clnrillg tbc p=<diog,,""l'tiDg C'lCflt a.cd utt=mpt r:o ~ tbo~ mrulitiont :I.e: aurl)'.e, pouible during m'bKqumt C'O'CIQj.

5. Bval.uatloa...,d Qcponlng ofMODitodng ReouJ..

l\\eponiog of Qua<t>:dy MonlO>Jillg E"",u MeiIlaoe mOllitDri08 ""u1lS will be reported 00 EPD I'onn SWM-t 9/Rcporr aDd oigocd by a ProlCul_ Eogio=: n:gi>r<t<d ;., rile S.... of~ The rcporc will be ",brnin:d '" EPO fthio /if_ (IS) dal' of ta1ing ~ eornplett:d in..ecord~ wiUt rile ine,trUCl:iont conWned io 1!P.D Goidutee doomtcnt. dated 'MAr

23. 1995 and o!k,d, MBTHAN.£ MONITORJNG AT MUNICIPAL SOLID WASTE ~ACIllTJES_ Tho facilrtrJ"'D"il rnmlbc. (017-006DCQ(l) will beinclrodcdin rile hcadiog<ofall ~ "!""". If"!"",,

a.rc: taOtt.lCd frotn EPD tbat uc: ineomplete 01' i",pI'Opc(1y prc:puc:d.. com:.cted report wUl be: fC:lUbro.~ ,..;,m., thictr(:l(lJdo)... Ro.po"" co Va!Jdattd Pioding of1lI<r!w>e Gu MJpOOo If. -aIldat<d Ilodlog of Il1CtIw><8" milJcatiOll """"" a <<>CIiogcIley pbJ> will beimpI=<atod o:<>cWtiog of <he IOlIowiog_, 1be eon"""'8 guiddine> will be eou~ b). (>Cf'OIlJlcl ""hal....pIiog at tbc hodfilJjn..... wirb coofimlcd level. of p.>t<OtioIIy d""8"'O"' f;"""

t. Vcrl6auia.D ofgploUvc gu ooncc:o:i:Wiam by 1mmc:diJ.~ rctl:Itiog.

2. Upon ~c:ri:6c:t.tioQ of ~~cbovc 25 pc:tQe(lf of the: t.E1.. in &ealit:)t st::I:Ud:u.<<:S ()t' the: r..m.. ~ &oli:ty bow>rhrieo, """""",,, noti6ca<ioo ofom ond loW porblie o&ry.nrb<>riIka such u tbc loW I=hb diorri<t, fire dcpanmoot, and"'"" cnl'on==l.m.n be giYm, u.~

3. The IllOflimaog &<queoey of dle <Ubj"" monitoriog...oons will b< io<rco>cd from q-er.1)'~

to momhly monfroring until ~ocb. rime thst me: Foblan n ~ cr. dcrcmin~ DIX to pote: a ~ tln<at.. tbc cnvirornncot. publi< heath aDd,aIrty. .c. The ~ for mrc::thmc p o:aouollYJ"tcmI wiLl be iiSla.5Cd ~poo.uKbtc:d. &d1ogJ ofm~gas migurion ond ~_cndrioo. Unplemcnt<d. Thio...",,,,,,,,aDd -.odo:I =cdr will Ix !.ubm.itt~ to EPD in the fatm ora rmuiliarlan plan within 60 dap of. n.1idartd iindir:ag of mtthanc pi! migration. MM-1A 1:1D9<S.8010 6942"'436 245,01 220.01 MM-2A 111127.9617 6621.6326 237,49 232.49 MM-:lA 11403.1741 6657.4921 239.41 214,41 MM-4A 11053.0012 9227.7626 229.28 21)4,25 MM-'iA 112195738 9478.0017 241.(12 216.02

3. Goo Monitoring Procedures MEl'HANI!

BOLT 'l'O'l'AL MONITOR N B EL DEPl'H EL WE1L h mol h m>I METHANE MONITOR WEU. AS-BlJILT DATA TMU.Il Monitodng in Omite Sttw::mml for an Itl"Uetl;ll(8 within :.mo fCC1 of l.bc: IudfiJ1 boUllduy, m.tIJ:w)e tcfCaliog of indoot iIJr will be. c:ocd"lle1.oJ. For \\be Vog1k 1or>lQlI # 2, It>loo< olr.<=Iliog will be pc<fon:norl u U>e 5<"";" T~ Fldog ~!loildiog. which i3 :app!"QDmatdy 26CI fett from me voatem lu..dfill #2 boll.CrWy. M~ in onaitC-RrUl;%1lI'tI. wi1I be cooductttI at timc& wbo:J dlliJticn of iIJJ:JCJor air: ill mln.im.izcd aDd tlu:: ooc.cc:r:J:iDalll1 of roil. ps l.!. apectrd. to br at its highc5t concentration,. lucb lUi aftc.r II. b.r.il~ 1w beta cloIlcd. fot the we:c:lw1d or. overnight and when the.!ioil tur:&o:: ha.s been W'Cf or fro.zco for.teveral da,.,. Givm dx= rdnfvd)' high..bill!}' of th~ lIballow &Oil unim to n:ad.i.lj-' Il'alWni:r: I.fi)'ao:;umulattd laadfill g:l'.~ _..n. 0==1 rom afl""'i=tdy 5 fm bI> to 25 £oct blo....oosidc=l adcq..", for ldoD<ifyiDg..". 1atttJl,p5 m5plioo. No ma.o-made pi mip.tioo pathway! ue lamwn to aist at tbr: 1andfiII... 'The. monllorlng IY'tan c.onaistll or 5 tlC'W monitor 'WC1llI (dcaiglJIlOON ~(.1.A thro.IBh MMaSA) plus the cDsUng _....u. MM-I throogb 1dM-6. &i>tiog _ MW-I <hroogb MW-5 do no, provide rbc ""l"i<cd 3Q foot ~Wl:l from ~'Qte.od Ilf(: eoolide:rod to be 1;00 dole: to the. UI;QA1 W'IlIlte: cdlt to f-il'O'tide r:neutingful imamwion 0" the degrtt D(Wua1 ~ c! W:td5U gues; bow~ th~r: 'Sd.! will comiour: m be manimred Do ~UC!Itrd by nPD, I!arit D~ wd1 kula.. ~m~ intena1at IlpproDmatdy,) tteT: btl tD 25 lett b1B. DmwiDs V2-02I~ tbe 10Clrio.t11 Clfthc oc:w tnaro.tm"wclI ~ tharwlll bc.UKd fur the. mooitoring progr,un.

• Well> will be Oloniror<d 'l'.wtedr Olllila dcmoo,tnoon... b< Ill'dc 10 El'O thor.,othooe rni;ltatioo &om the: Plant Vogt:Ie Ill.:ndfill pra~~ DO ~

'* Bub mooi~c:TCtI1 will ind\\l.de~ (Of 5ttetso:l "egetatioo. due to medw:l.e-gas movcmcm. ... Mcnitcring in,. benwh, am around &W= &1rtIr::~ will be:- a part of eidJ saucing e:RD.L "Tb.c=: c:mly~

~;~".. U>e PIu" Vogde Iaodfilli. lbe Sccwiry ToUning I'lring~ BWldin8 located adj= m the This Mc

I;b~(

Gu Monil:06Gg P~ bAs bceo d(:y'dop::d for 1%1(. ptiv2t(. solid.....'Ute ~ #2 opc:rucd 1:,

Soulh"" Nud= 0pct0008 Coml""f 1<1'lo", Vogtle ill W.",,,boro, ~. (ll""'c Cowlty), The obiccti>-e of .... moni..,;"gF"8""".. f<qUit<d by tbc G<<>rgioJll1_ Proteaioo Pioisioo (EPO).;' '0_ the lor.....,,,,,,.,,,,,,, of p"'",oolly cspJrni..8"" ;., the,ob><:i.l ODd alocg mao-lllOde.UOl1P"b-l"......d nttr:by oo-du. Itnll%llf'QI. 'I'b=: informtltioo gadxraf From W gQ mom~lIwiooa wilt be. uta! to ~L.tl.tC.the pcm:ntW aplotive ha.zan:I t.~ociat~ ~-itb. the ll.C'.ClltDuWion oftnl:I:haM gas 10 COD~ betwtt:o thl: mttha.o.e 8" fl=mo.biliry liali.. (5 '" 15 pcttCll' by _),

2. Mollirorlng System Design and Ccoo1ruction Prim to ImWlicg the: nrw ~ wd..I!, oe-m n:u=~ ~~ bar pui!Ch bala was candnc1r.d to asmt in t.clcaing finllllOCltiOl:1!l for I:hc. Dew ","Clh. Tbe objcaive of dx: saccDiog was tD pn::vcnt ~ (Jfthe rnonitot 'WdJJ.i.nro"onUe oc1Js -and cmu.te that suit2bJc locuio.D.l!+c:nt to the 'WaSte cell! were !CJcaed..All beW

_wdh..."""""..00 ofmmmcn:idly,..n.hIc, I-inch"",,", <IWn=, lluoh-~Sch<dolc40 PVC C&.'!IUJg and Number 1()"20.lm~. The!oaecD Iccgtb i.. five frcr: and !let. m monioor an r::lc:vation of appmDmate1}* 5 feet to 25 f=t Iili,. Matetb.1 Wicd to OObStIUtt die: filter pad;: cxmU!.md of COIllIDClci&IIynailah1c, cbaniaJJ,. il'\\,e:rt, wcJ] I'O:Undcd. d.tmet1lioo&JJ,. ~blc., ~ gravel The:rvcl r:-cl: C1tuldl to the top oft!:e 'WdI Kf<Cfl, foUowed br,is icc"," of cou>< O>lld. Ooe foot of cbcmicaIll' il>m beIlrooi1e p<l1coo "="""'...... rbc -w"'?' abo.. rbc 61tc< po'" = 10 Ii'< f"" of",,,,,,,, ODd beorr:clirc mi=rc '=' f'I-d <bov, the lxntonirt: &eal.. A. IDO\\lfitkd 00lI.C~ pad wid:l. :l minimum cdilJA o( two feet \\1lU piKed at the Iu..mCC. Each wd hal 110 pl"OltCCtivc 8teC1 ~aup c:over with a proteaivc:: cap Ilncllcdl. to prevent ~dcg. Dec:all S (Dvr'!- No. V2-06) !how> a rypialal<l!wle 1l>Olli..,;"g well ODd moniO>Jillg poinr-.. A lOb!< rhu.1lffIl:lIa<iu.1Il<<1wI< wd! Q-bcilt conat:N.ctiotl inror.m.ation it. f1f'Qvided below. "'DL\\~.n.f'IQfEU1'anll~.gQW.I.LC..u.">>Al.L~'DQtoiI~n:IaI:IN.ro In JaIJ"l' CO.iJtlloSm1AL.!I'I' nlELaBCIJ'tB),'T'mHIOPA."m NOTlO E DDa.05IlD'ro ANY0TFmI.1'I'JIIQN,PrDI g-u~~~1HB~~~~~~~~. u.c'WOiJ(.Al.J.lUOtmO,.~oo:~!tnONblll(UJijtl)t!'oI*"'IIIlIitlJL'IIffiIO,\\;U~'tte!l ..,,'£DJi'r 'n1IL~.u.r:..UCA"IIi:~ill\\JJ....at~lN-.'tIlCU1C1LL'.AETMI'r~(IIr\\OI OU~/lHP~JIQI!'lo(:l/llX()'TII!!CA~*"mllf:l;I@:n'Il'\\o{lata"'I.tt.11)~11mcu.~~-'tl~ ~l:""l1~TO'UIIIf~IIl:A**lJ..r. I I Southern Nuclear Operating Co., Inc. Methane Monitoring Program Plant Voe:tle Landfill #2 REFHRENCH DRAWING

CLOSURE PLAN TABLE 1 MUNICIPAL SOLID WATE LANDFILL CLOSURE CONSTRUCTION QUALITYASSURANCE REQUIREMENTS POST-CLOSURE CARE PLAN The owner of this disposal site, Georgia Power Company, shall close this site in a manner that minimizes the need fot further maintenance and minimizes the post-closure release ofleachate to ground Ot surface \\Vaters or other pollutmts to the exteDt necessary to protect human health and the environment. At a minimwn, closure will consist of.

• For cclls closed prior toJune 27. 1993, dIe placement ofa final cover consisting ofa compacted layet of clean earth cover not less than two (2) feet in depth over the final lift ofwaste. For cells closed afterJune 27, 1993, the placement of one foot of compacted clean earth overlain by at least 18iochcs of compacted, low-permeability soil (minimum 10 ~5 an/s) and II minimum 6-inch vegetative topsoil layer Dot later than one month following placement of waste within the fuullift ofeach trench.

Grnding ofthe site to minimize runoffonto the disposal site to prevent erosion and to dmin water from the surface of the site.

• - The establishment of a perm:tnent vegatative cover.

1. FINAL COVER Upon closure, all waste received at the site shall be spread, consolidated and covered in accordance with the cover and capping system specified in the Design & Opcrationalal Plan to prevent the attraction ofdisease vectors, minimize the production of odors and prevent blowing litter. Should the site be closed prior to attaining the final grades, all uncovered disposal areas shill be capped in the manner specified in the Design &

Operational Plan, aDd an as-built plan of the site w.ill be submitted to the Georgia Department ofNattmll Resources' Environmental Protection Division (EPD). Final cover, gntding, su:tface water managcrnent controls and erosion and sedimentatioD controls will be constructed for individU2.l. trenches as they are filled, no later than one month following placement ofwaste within the final lift ofeach trench. The site and final cover shall he graded to prevent erosion by diverting runoff a.-way from the disposal area and draining water from the site. All minimum slopes sluill maintain a mte ofgntde greater: than 3 % on the trench caps and the maximum slopes will not exceed a tate ofgrade of33 %. Thus the maximum slope gradient shall not exceed 1 vertical to 3 horizontal Silt fenciog shall be located llIound distuJ:bed areas during cap construction activities. For cclls closed prior to June 27,1993, the placement ofa final cover consisting of a compacted layer ofclean earth cova not less than two (2) feet in depth over the final lift ofwaste. Por cells closed afterJune 27,1993, the final cap cover will consist ofthe placement of one foot ofcompacted clean earth overlain by at least 18 inches of compacted,low-penneability soil (minimum 10 *5 em/s) and a minimum 6-inch vegetative topsoil layer not later than one month following placement ofWllste within the fioallift ofeach trench. The final cova will be compacted to preclude any excess infiltration of surface watcr, prevent attraction of disease vectors, minimize production of odor, and prevent blowing litter. ITEM TESTING FREQUENCY BORROW SOURCE GRA!NSIZE 2,OOOCY (ASTM D-422) <OR=3/4INCH MOISTURE CONTENT 2,000 CY (ASTM D-2216) ATTERBERG LIMITS 5,OOOCY (ASTM D-4318) MOISTURE-DENSITY CURVE 5,000 CY AND AIL (ASTM D-698 OR D-155?) CHANGES IN MATERIAL PERMEABILITY (remold) 10,OOOCY (EM 1110-2-1906, < OR = 1.0 x 10-5 CM/SEC AFFENDIX 7, SECTION I OR ASTM D-5084) CLAY LAYER DRY DENSITY I TEST/lO,Ooo SF/UFT DURING CONST (ASTM D-2922 OR D-1556) I TEST/UFT/2oo LF OF SIDESWPE MOISTURE CONTENT 4 TES1S/40,ooO SF/UFT (ASTM D-2216) CLAY LAYER

• PERMEABlLl1Y I TEST/4O,Ooo SF/UFT LAB TESTING (ASTM D-5084)

< OR = 1.0 x 10-5 CM/SEC I TEST/UFT/800 LF OF S.S.

• DRY DENSTIY I TEST/4O,Ooo SF/UFT (ASTM D-2922)

I TEST/UFT/800 LF OF S.S.

• MOISTURE CONTENT I TEST/40,000 SF/UFT (ASTM D-2216)

I TEST/UFT/800 LF OF S.s. Post-Closure Care will be conducted after completion and certification of closure to p3:otcct human health and the environment, In addition, the owner will submit an as-built plan to the EPD. Post-Oosurc Care will continue for a mioimum ofthirty years unless appropriate demonstration is made by the owner, and approved by the EPD, to reduce the Post-Closure Care period, Such demonstration may be based on the nature of the landfillcd WlI.ste and on environmental monitoring results. Post-Closure C:arc shall consist ofat least the following; 1_ POST*CLOSURE USE OF THE PROPERTY At this time, no specific post-closure use ofthe property is identified. Post-Closure use of the property shall not be allowed to disturb the integrity of the final cover or any other components ofthe conminment system or the function of the monitoring systems, unless the EPD determines that:

a. The activities will not increase the potential threat to hU!IllUl health or the environment.

b. The activities are necessary to reduce a threat to hU!IllUl health or the environment.

2. GROUNDWATER MONITORING SCHEDULE Groundwater Monitoring will take place on a semi-annual basis. For a complete description ofthe Groundwater Monitoring Program, see Dwgs. No. V2-09 and V2.1O.

3. ROUTINE INSPECTION Throughout the Post-Cosure CllIe period, the site shall be inspected on a quarterly basis to ensure that the integrity and effectiveness of the fin:U cover material is maintained as required by EPD Rules for Solid Waste Management, Chapter 391~3-4-.07{i), 391-3-4-.12,:lOd the facility's permit conditions. Any areas in which the slope ofthe final cover is not encouraging runoffof surface waters will be repaired. Any llIens ofthe final cap noted to be damaged from the effects oferosion, vehicular traffic, etc., will be Tepnired immediatdy. Cover must be substantially free of rock fragments grc:1ter than six inches in diamcta.

Throughout the Post-Qosure Care period, all ditches, pipes, culverts, rip-rap, silt fence and other drainnge structures shall be inspected and maintained according to this Design and Opemtional Plan. Erosion control st:ruetu!'es shall he maintained so as to prevent damage to the final cover. Such struetuIes shall include, but will not be limited to silt fence, haybales, and rip-rap. Throughout the Post-Oosutc CllIe period, all areas lacking propcr vegetation shall be grassed and maintained according to the vegemtive cover procedures outlined on Drawing V2-05, Item 12. PRO)RCTNO"SN::O;:C-<J;:I::_OO:::.;.V..:.Q2=-- ..:FILEN=::""""=.::V;:2-:...07..:0::"==":::...PC:.:P1=>l=:':""':".....11 THE DEXTRA GROUP, INC. 4665 WWER ROSWEU. ROAD, #154 MARIETIA, GEORGIA 3OO6B TIllS DMwrnC lS nm i'l'.Ol'Ull:rv OI'TIm: DI.'XTA-Cl\\OUl'. UCAND AlL INFORMATION CO""'AJh'nDTIffiRON IS'IO IIU Kll.I'TCONtIDIlh'TlALB'lTIIllll1!ClJ'lllN'I'TIlllll.OI'AND NOT'IO Btl DlSC1.OSIID TO ANY O1llllltl'ellSON, I1RM Oll.COJIPOMTION WlTIiOUTTIlEBXI'lW!i5mlWlUTJ1!N CONSIDl:RAnONOlnillDnx:ntA-GROUP.u.c. nru; DRAWING SUA1.1,.NOl'BU UtIDDllillCTl.¥ Oll.L"D1RllC'l1.¥ exowr IN CONNIlCT.!ON wrntTIlUDllX'IRM:lllOl.,'l', u.c WOl\\K. AlL lUmmi OPOUSIGN Oil rn'>l1HI'lON D1SQ.OSl:lD ill TIm DMWJNG AlUi !iXPlUl.'I.~I.Yll.ESmWEDBY 1'fll! OI!X1'KA*Cll.OUl'.u.c. llEClPIm."TSHAll.NGr Rm'll.ODIJa! IN WHOLe.Oil 'l'.o,nT /l...",,"Y sceno>> Ol'nm DIlAWlNGANDAClWlSUPONNOTll'1CATIONDY1HBDIlX1RA.CnOlJ'l'.UCTOlllTItrll.... nmOll.AWrNCANDAll. COPlESTIlEll.OI'TOTIWDIDITltA-GROUP.llC. V2-07 REVISIONS, DESCRIPTION I-3 I 12/31/04 IUpcbtai ProcedU1Ql REV. T DAmT Southern Nuclear Operating Co., Inc. Closure and Post-Closure Care Plan Plant Voctl.e Landfill #2 SUPERSEDES: DRAWN BY, DATE: DRAWING NUMBER F 10/19/01 I-CHECKED BY: SCAill None I I REF. I DWG. NUMBER I TITLE REFERENCE DRA\\VING

6. METHANE GAS MONITORING 4_ NOT USED* SEDIMENT POND MAINTENANCE Access to the landfill will be limited to personnel required to pcrform the Post-Oosure Care.

7. POST*CLOSURE CERTlPICATION I

I The Methane Gas Monitoring Program will be maintained. See Dwg. No. V2-06 for program description. PLANT VOGTLE LANDFILL In POST CI..OSURE COSTS

8. POST*CLOSURE CARE COSTS Following completion of the Post*Qosure Care period, the EPD Director will be notified that certification, signed by a GeOlogia registered Professional Enginecr verifying that Post~Qosure care has bccn completed in accordance with the Post*Qosure procedures, has been placed in the operating record.

5. LIMITED ACCESS The Post-Oosure Care costs for the fucility are estimated below. These costs will be updated yearly for inflation as reflected in the facility's Financial Responsibility documentation. The Post-Oosure cover repair costs are based on 10% of the tom! area of the sitc per: year. The total area of the site is 19.8 acres, thus 10 %

is 1.98 acres. 'Ibcgt'lISsing estimate assumes the grass seed, mulch, and fertilizer will be applied simulnaneously by hydroseeding. ITEM ANNUAL UNIT COST ANNUAL DURATION LIFETIME QUANTITY TOTAL COST TOTAL COST Final Covcr 400 cuyd $3.50/ cuyd $1,400 30 years $ 42,000 Mmntenanee Vegetation 1.98 acre $1,500/.cr. $2,970 30 years $89,100 Additional E & S 2 events $2,OOO/event $4,000 30 years $120,000 Control Inspection 4 events $300 $1,200 30 years $36,000 Methane 4 events $1,500/event $6,000 30ycars $180,000 Monitoring Gmundwater 2 events SlO,OOO/event $20,000 30ycars $600,000 Monitoring Groundwatcr 1 event $2,OOO/event $2,000 30 years $ 60,000 Assessment Monitoring TOTAL $37,570 $1,127,000 ITEM QUANTITY I UNIT COST TOTAL COST

f. Upon extraction of an undisturbed sample, the sidewalls ofthe remaining hole should be scored. and the hole properly filled with clay or a soil/bentonite mixtw:e and band tamped A density test should be performed at the sample location. The repmed hole should also be void of any £laws detrimental to permeability, such as gaps, cracks, rocks, roots and miscellaneous debris.

PLANT VOGTLE LANDFIlJ- #2 CLOSURE COSTS AT MOST EXPENSIVE POINT (1.7 acres)

h. Ifa permeability sample fai1s to meet the minimum hydraulic conductivity requirements, at least five samples should be obtained in the immediate vicinity ofthe failed test. Should the repliCllte samples eonfum failure ofthe clay, the llIea of failure should be localized and reconstructed. This area should then be retested.

g. Ifin-situ density tests do not meet the minimum requirements, additional tests should be performed to determine the extent ofthe failed atc:1. The failed area will then be re~compaeted. The area should then be Tetested to demom;t:rate that the specific requirements llIe met. This procedure may have to be repeated, as necessary, to demonstrate that the minimum requirements are met.

9. NOTIFICATION OF CLOSURE Within 30 days of final lift placement in the final waste trench and prior to closure, the EPD will be notified ofthe date ofthe projected closmc. Signs shall be posted as to the date of closme. The EPD will be provided with a certification signed by a. ProfClisional Engineer, Tegistered in the state of Georgia, to verify that compliance with the closure requirements have been satisfied, as stated in the Rules for Solid Waste Management, Chapter 39t-3-4-.11(6). The closme certification will be completed on forms provided by the EPD. Ifcertification is accepted by the EPD, the director will issue the Oosure Certificate and establish the beginning ofthe post-closure care period, as stated in the Rules for Solid Waste Management, Chapter 391-3-4-.11(7). Upon closure, the property deed and legal description shall be filed at the Burke County Courthouse in accordance with the Rules for Solid Waste Management, Chaptcr 394-3-4-11 (4) and (S). An accunte legal description ofthe fina1landfill waste management unit boundary will be included in the notice of closure and property deed.

6" Topsoil 1,370 cuyd $ 4,795 18" Compacted Oay 4,1l0cuyd $6.00/ cuyd $24,660 l2It Soil 2,740cuyd $3.50/ cuyd $9,590 CQA 74,050,f $0.04/,.ft $2,962 Silt Pence 600ft $3.00/ ft $1,800 Vegetation 1.7ao:e $1,500/ acre $ 2,550 Refuse Limits $6,000 $6,000 Survey AddicioruU E & S 0/. $2,000 $2,000 Control Enginect's $5,000 $5,000 Certification TOTAL $ 59,357

11. CLOSURE COSTS Closure costs for the facility are listed below. These costs were estimated for closure at the most expensive point in the life of the facility and based on the construction to be accomplished by a third party. The grassing estimate assumes that the gtllss seed, mulch, and fertilizer will be applied simultaneously by hydroseeding. The final cap unit price includes the cost for materials, transportation, placement and gnding of the final covcr.

10. CLOSURE CERTIFICATION Upon completion of the final closure construction, written certification that the landfill's closure is in aceordance with EPD's Rules for Solid Wastc MnnagCttlent, Chapter 391-3-4 shall be provided from a Professional Engineer rcgistcrcdin the State ofGeorgia, as specified in Chapter 391-3-4-.11(6), to verify that compliance with the closure requirements have been satisfied. The closure certification w.iIl be completed on forms provided by the EPD, according to Chapter 391-3-4-.11(7).

5. NOT USED. SEDIMENT POND CLEANOUT

6. EROSION & SEDIMENTATION CONTROLS Upon closure, all ditches, diversion henns, culverts, rip*rap, silt fence, and other drainage serving disturbed areas, but not aheady built, shall. be constructed and placed. All drainage pipes shall be cleaned to allow unobstructed flow of storm water.

3_ SOURCES OF FINAL COVER The one-foot soil layer will be provided by trench excavation, or from an approved borrow ttea on the Plant property. The low~petmC2.bilitysoil layer may be obtained from outside sources,ifneeded.

7. SURVEY CONTROL All areas within which waste has been disposed shall be located to the best ofthe owner's ability and surveyed by a licensed Surveyor. 'Ibis survey showing the limits ofwaste disposal shall be shown as an "As-Built" on the Design and Operational Plan. An accurate legal description ofthe landfill waste management unit boundary will be included in the notice ofclosure and property deed.

8. CONSTRUCTION QUALITYASSURANCE The following items present the minimum cover installation and testing procedures that will be implemented during construction ofthe final covcr and closme features at the landfill

a. The compacted soil, low-permeability soil and topsoil cover layas llIe to be free ofrock, debris, organic material and other foreign matter. The maximum rock size is not to exceed 3 inches in diameter fm the topsoil (erosion) laycr and 3/8 inches in diametcr for the low-permeability (infiltration) laycr. Installation of the low-pcrmeability layer should be accomplished by systematically placing and compacting the material in no more than 6-inch lifts. The moisture content ofthe lowwpettnca.bility material should be controlled at the dttcetion of the enginecr, to ensure that the material meets the required density.

4. EQUIPMENT NEEDED Necessary equipment will be made available to ensure that closure requirements are executed COtIect1y and efficiently.

c. Visual inspections ofthe materials entering the site should be performed for changes in color or texture, in addition to any foreign debris, organic matter and rocks.

2. VEGETATION METHODS Upon closure, all disturbed areas shall be grassed within two weeks of final cover placement in accotdancc with the vegetative cover procedures outlined on Drawing No. V2-05, Item 12.

It should be noted the wastes disposed of at this facility are construction and demolition debris :t.nd non-putrescib1e office waste materials which are not susceptible to the aforcmentioDed hazards. Material to be used for final cover will be obtained either from a borrow area on the Plant property, or from outside sources as needed. Cover must be substantially free of rock fragments that are greater than 3 inches in diameter. For a detail ofthe final cover see Detail 4 on Dwg. No. V2-04.

d. Ifnecessary. clay will be mixed by disc hartowingor an equivalent method to provide a homogenous consistency_ Clod sizes should not exceed 3 inches in diameter prior to compaction.

b. A maximum of 5 acres shall be worked at anyone time. An area of this size shall be fully completed, with the erosion layer, prior to commencing cap construction activities in the next area. Sequencing of construction should be established to ensure the efficient progression of construction activities.

e. Density tests on the clay layer and moisture tests will be conducted as shown on Table 1below for each compaeted lift on a maximum 200-foot grid pattcm. Undisturbed samples using a thin-\\valled tube sampler will also be taken at a min.imum frequency of one sample per 40,000 square feet per lift on a 200-foot grid pattern. A decreased sampling frequency may be applied based on the variability and overall quality ofthe borrow soils. LaboTatory tests on the resulting undisturbed samples are to be performed by an independent tcstinglab.

GROUNDWATER MONITORING PROGRAM The: ground water monitoring system is based on the following characteristics of Plant Vogtlc Land6Jl#2, '" TIle waste stream has a low pollution potential

• The underlying sediments contain water~bearingzones that occupy confined, semi*con.6.aed, and perched hydtogeologic units zones of low hydraulic conductivity. The sediments consist of sands, silty sands, clayey sa.ncls and mad limestone intenll.ces,
• The landfill is located within the northeastern portion of the secure Plant site, which comprises over 3000 acres.

1. Monitor Well Nctwotk The ground water monitoring network consists of 4 pc:nnanent monitor wells located along the boundaries ofLandfill #2 (Dwg. No. V2-01). The wells are located outside o~ but as close as practical to, the waste disposal areas. The wells are screened within the uppermost water-producing zones underlying the landfill. The wells were constructed by a driller that lus a. valid and CUttent bond with the Water Wcll Standards Advisoty Council, and wcll installation was performed under the supervision ofa professional geologist registered in Grorgia.

2. Monitor Well Constmet:ion The October, 2001 Site Suitability Report details the well construction materials and development, including:

~Drille:rs ~ Date/time ofconstruction Drilling method ~ WelllOCltion (nearest 0.5 ft) ~ Borehole diameter and well cUng diameter - WclI depth (n=cst 0.5 ft) ~ Drilling and lithologic logs ~ Casingmatcrials Screen materials and design ~ Casing and screen joint type ~ Screen slot size/length - Filter pack material/size ~ Filter pack volume - Filter pack placement method - Sealantmatcrials ~ Sealant volume - Sealant placement method - Surfuce seal design/construction ~ Well development procedure - Protective well cap - Top of casing and ground surface elevation (ncucst 0.01 ft) - Detailed well drawing, including dimensions (see also Dwg. No. V2-1 0, DecUI 6) Well Abandonment The procedures in the "Manual for Groundwater Monitoring, September 1991" will be followed for abandonment of groundwater monitoring wells.

3. Detection Monitoring Sampling and.Analyaes Sampling Frequency and Analyses Sampling frequency will be semi-annual (June and December each year). A minimum of four independent samples from each well will be collected and analyzed for the Chapter 391~3-4-.14 Appendix I constituents (fable 1, Dwg. No. V2-10) duriog the first semi*annual sampling event at approximate 6 to 8~wcek intervals. One sample from. each well will be collected and analyzed during subsequent semi-annual sampling events. In accordance with Chapter 391-3-4, the parameter list and future sampling frequency may be adjusted based on the sampling and analytical results. Any proposed changes in sampling frequency or analyses will be submitted to EPD for approval.

Ground water clevations shall be measured in each well immediately prior to purging each time ground Wll.tcr is sampled. Ground water cIevation measurements shall be taken within a period of time short enough to avoid temporal variations in ground water flow, which could preclude accurate detenninarion ofground water flow mte and direction. The rate and direction ofgroundwater flow will be evaluated for eaeh sampling event, and a potentiometric surface map that reflects these measurements sball be submitted with the sampling and analyses results. This map shall be prepared and sealed by a qualified ground water scientist. Sample Collectionse res Well Evacuation and Purging All aspects of sampling and analysis will conform to the EPD Rules for Solid Waste M1l.nagement, Chapter 391-34. The following sections are based on the EPD document "Manual For Groundwater Monitoring," (September 1991). which outlines the appropriate procedures for evacuation and sampling ofwclls. Prescrvation procedures and handling times for ground Wll.ter samples are listed in Table 2 (Dwg. No. V2-10). All field :activities including well evacuation and sampling procedures will be recorded in a dedicted field logbook. Well PreparatioD Static water level will be measured and recorded at each monitor well prior to purging for each sampling event. The measurements will be made with either a clean steel tape, or an electronic water level detector. Water levels will be reported to the nearest 0.10 fect: based on a fixed point on the top ofthe well casing which has been surveyed to establish vertical and horizontal control (top ofcasing). Ifchanges in the water levels indicate a change in the groundwater flow direction, the monitoring plan will be reviewed to detcnnine wbether modifications to the plan arc required. Groundwater samples will be collected after the wclls are properly purged according to the EPA document entitled "Low-Flow Purging & Sampling of Groundwater Monitor Wells (Bulletin AQD023)". Thewclls will be purged and sampled using low flow pumps (QED Sample Pro or equivalent) equipped with Teflon bladders. Purge rates will be matched to the recovery rates of the wcl.ls, verified by periodic depth to water measurements to determine draw-down during putging. Purging will be conducted until at least three consecutive stable readings ofpH, conductivity, and turbidity are recorded. Groundwater samples will then be collected directly into pre-preserved sample containers supplied by the laboratory. Final measurements ofpH, conductivity, and turbidity arc performed to verifY that these parameters remained stable during sampling. All field instruments are calibrated in the ficld daily prior to use and at the conclusion of ~h sampling event. EV2.ruation and purging equipment that is reused will be decontlminated with 11 non-phosphate detergent wash (Alconox or equivalent), followed by a tap water rinse, and a final distilled water rinse. The following step-by-step instructions will be followed. Equipment Assembly

1. Place a plastic sheet around the well as a work area. Uclock protective well casi.og.

2. Place the steel measuring tape and electronic water level indicator on the pl:astic sheet. The wnter level indicator and tape shall be pre-cleaned and wrapped in foil

3. Don new disposable,latex, surgical gloves. Unlock and remove well cap and place top-down on a corner of the plastic sheet.

Water Level Measurement

1. Use the electronic water level indictor or the steel tape to measure the distance from the measurement point to the top ofthe water in feet (nearest 0.10 feet).

2. Use the steel tllpe to measure the distance from the measurement point to the bottom of the we1l in feet, or use total depth data provided by the operator.

3. Subtract #1 from #2 to obtain the height (h) in feet ofwater in the welL

4. Clean the steel measuring tape and clecttonic water level indicator by rinsing with isopropanol.,

hexane or other site suitable rinse followed by distilled water. Wrap in clean foil for use on the next well. Do not use isopropanol or hexane ifit is a suspected contuninant. Well Evacuation rod Sampling Procedures

1. Attach and secure polyethylene tubing to the low-flow pump. & the pump is slowlylowered into the well. secure the safety drop cable, tubing, and clcctricallines to each other using nylon stay~ties.

2. Pump, safety cable; tubing, and dectricallines should be lowered slowly into the well to a depth corresponding to the center of the saturated screen section ofthe welL The pump intake should be kept above the bottom of the well to prevent mobi.l.i.zation ofany sediment that may be present in the bottom of the well.

3. Measure the wata level again with the pump in the well before starting the pump. Start pumping water from the well at a mte of 100 to 400 milliliters per minute (mL/min). Avoid surging. Obscrve air bubbles displaced from discharge tube to assess progress ofsteady pumping until water arrives at the surfuce. The pumping rate should cause little or no water level drawdo'WO in the well (less than 0.2 ft) and the water level should stabilize. Water level me:wurcments should be made continuously.

Precautions should be taken to avoid pump suetion loss or air ent:rain.m.ent Pumping rates should, if needed, be reduced to the minimum capabilities of the pump to avoid pumping the well dry and ensure stabilization ofindicator parameters. Ifthe recharge rate of the well is very low, purging should be intertupted so as not to cause the drawdown within the wcll to advance below the pump intake but the operator should attempt to maintain a steady £low rate with the pump to the extent practicable.

4. While purging th9"wen. monitoring of in~linewater quality indicator parameters sbould t>:

performed for pH, conductivity and turbidity whieh must be collected every three to five nunutes until all parameters have stabilized.

5. Once stabilization has been documented, volatile organic compound (Voq p:rn.meter samples should be immediately collected first and directlyinto pre-preserved and pre-labeled sample containers. In genttal, 24 hours shall be allowt:d for well water Stllbili2ation prior to sampling.

However, this period Illlly be dccre:lSed ifrecharge is rapid and W:il..ter is clear of sediment. All sample containers should be filled to the top without headspace by allowing the pump discharge to flow gently down the inside ofthe container with minimal turbulence. Do not leave samples in the sun They should be placed in the ice chest as soon as possible. Proper handling and preservation procedures are provided in Table 3. Ifa sample is to be collected for dissolved metals, collect this sample next:" also without hcadspacc. For samples with preservatives take great care that the acids and salts in the bottles do not cont:llct the gloves and thus pass to other caps and bottles. Do not allow the bailer to touch any sample bottles. or allow roy rope end or gloved fingers to contact the sample well water while poudng.

6. Carry all remaining s2JI1ple bottles to the ice chest where they should be labeled, placed in zip~loc bags, and iced down.

7. The labels shall contllin:

Name of facility Date and time of sample collection Sample description (monitor well ill) Samplers' name(s) Parameters ofanalysis Each samplc bottlc shall be marked with an identification number using media resistant to water.

8. Mter collection of the samples, the tubing from. the pump should be properly discarded or dedicated to the well for re-sampling by handling the tubing inside the well.

9. Replace the well cap. Lock the protective well casing.

10. Any used material (used gloves, rope, tubing, etc.) should be rolled up and placed in a large containa for proper disposal.

11. Proceed to the next well. Repeat all steps.

Extra sets of sample bottles will be provided in case of breakage or accidental contamination, Split Samples In cases whc:re split samples are needed for comparative analysis, the following procedures will be used The parallel splitting procedure will be used to minimize sample handlinlf.

1. line up the two sample bottles for a given analysis and remove caps.

2. Fill one sample bottle approximately 'h full. then fill the sccond sample bottle approximatcly liz full, alterna.ting until the two sample bottles are completely filled. Cap the bottles as usual,

3. Repeat this procedute until all sample bottles for a given well are filled for both parties.

Sample Handling and Preservation

1. Samples prepared for metals analyses will be acidified as outlined in Table 2 using pre-prcse:rved sample containers provided by the laboratory.

2. All sample bottles will be filled to the top, capped with a Teflon@seU. and be placed on ice immediately after sampling. On arrival at the laboratory they v.-i.I.I. be transfcr:rcd to 11 refrigerator.

Samples for volatile othrarnc analysis will be filled to the top without hcadspace. Special vials with septum caps will be used.

3. Sample delivery to the laboratory will be in the shortest possible time after collection. Ifdelay is incurred it will be entered in the field logbook along with the time increment.

4. Trip Blank ~ One of each type of sample bottle shall be filled at the laboratory with Type II reagent grade water, transported to the site, and returned to the laboratory for analpis. One trip blank pcr sampling event is recommended. The sampler shllll not open trip blanks.

5. Equipment Blank - To ensure that a non~dedicatcd sampling devicc bas becn effectivcly cleaned (in the laboratory or field). the device will be filled (or pumped through) with Type II reagent grade water, transferred to the sample bottle(s). and returned to the laboratory for analysis. At a minimum, onc cquipment blank will be prepared during each day of sampling.

Any item which contacts either the inside ofthe well casing or the well water will be kept in a clean container rod handled only with bands gloved with disposable, latex. surgical gloves. All equipment used for evRCUlltion and purging will be decontaminated prior to use in each wcI1 When applicable, sampling will begin with the least contami.nated well.

4. Field and Laboratory QualityAnsUl'llncc/Quality Control Quality assurance/quality control data will be collected to help evaiUllte the monitoring program results. An equipment blank will be t::lken at least once each day that ground VJater monitor wells are sampled. Distilled \\vater will be transported to the site and handled like a sample. The water will be poured into the sampling equipment, and sample bottles will be filled using identical techniques used to collect and prepare the ground water samples. Analysis ofthe blank can be an indication of sampling error. The blank test results will not be used to correct the sample results, but will be reported. Ifcontarnimnts are detected in the blank. the source of conuunination shall be identified and corrective measures. including re-sampling, shall be initiated.

A trip blank will also be prepared by the laboratory, transported to the site with the other sample containers, and returned to the laboratory for analyses for volatile organic compounds. The trip blank will be handled in the same manner as the samples. All field instruments will be calibrated in the field daily prior to use and at the conclusion ofe:u:h sampling event The selected analytical laboratory will use procedures to adequately evalUllte the useability ofthe data. These will include QC analyscs and use of statistical procedures to monitor and document performance, :and to implemcot effective corrective measures (e.g. instrument maintenance. calibration, operator training). Data from QC samples (e.g. blanks. spiked samples) will be used as measures ofpaformance or as indicators ofpotential sources ofcross-cont:ami.nation. but will not be used to alter or correct analytical data. The laboratory report will identify and discuss the significance ofany QA/QC analyses that exceed perfoonance criteria. These data will be submitted to thc EPD with the ground water monitoring sample results. Custody and control procedures will be implemented for sample collcction and analyses activities. As few people as possible will handle the samples. The sampler(s) will be responsible for collected samples. and will be able to attest to the integrity ofsamples until transfer. The sample containers will be kept in a secure location during storage rod transportation to the laboratory. A chain-of~custody form will be used to document the handling of samples from the moment of collection until reedpt at the laboratory. The form wiI1include the facility name, date ofsampling, the name ofthe sampler(s), the sample In number and a word description ofeach sample. Several bottles collected for different parameters Illlly have the same ill number ifthey contain samples from one sampling point (well). Each transfer of custody will be recorded on the form with an appropriate signature, date, and time. The samples will be sealed ifthey are shipped. The shipping entitywill sign the custody fann and a bill oflading will be secured.

5. Groundwater.Analyses Evaluation To detenni.ne ifground water quality has been adversely affected by the land£i.ll, the monitor well samplc results will be compared to the background sample results. Sevenl inhaent variabilities may be considered.

• The sampling technique will vary somewhat from event to event even under ideal conditions.
• The aquifer will contain a certain quantity ofpre-existing elements.
• The laboratory analyses can vary slightly.

Within a reasonable period of time after completing sampling and analyses. Southan Nuclear Operating Company, Inc. (SNq will determine whether there has been a significant increase in constituent concentrations in down gradient, or compliance, well samples over samples representltive ofbackground wata quality using one ofthe following statistical methods. The stltistica1 test will be conducted separately for each constituent in each welL SNC will specifYin the operating record which method was used.

• A parametric analysis ofvariance (ANOVA) followed by multiple comparisons procedures to identify statistically significant evidence ofcontamination. The method must include estimation and testing ofthe contrasts between each compliance well's mean and the background mean levels for each constituent...
• An analysis ofvariance (ANOVA) based on ranks followed by multiple comparisons procedures to identify statistically significant evidence of contamination. The method must include estimation and testing of the contnlsts between each compliance well's median and the background median levels for each constituent.
• A tolerance or prediction interval procedure in which an interval for each constituent is established from the distribution ofthe background data, and the level of each constituent in each compliance well is compared to the upper tolerance or prediction limit.
• A control chart approacb that gives control limits for each constituent.
• Another statistical test method that mects thc performance standards of Clupter 391-3-4.~14 paragraph (19). SNC will place a justification for this alternative in. the operatingrccord and request approval from the EPD prior to using it. The justification will demonstrate that the alternative method meets the perfomiance standards ofChapta 391-3-4-.14 paragraph (19).

IfSNC detcnnines that there is a statistically significant increase over background for one or more analyzed constituents, a notice will be placed in the operating record within 14 days. The notice will indicate which constituents have shown statistically significant changes from background levels. SNC will infoon the Director that this notice was placed in the operatiog record. In addition, SNC win a) establish an assessment monitoring program meeting the requirements ofparagraphs (20) through (33) of Chapter 391-3-4-.14 within 90 days, b) demonstrate that a source other than the landfill unit caused the contamination. or c) demonstrate that the statistically significant increase resulted from an error in sampling, Imalysis, statistical evalUlloon. or natural variation in. groundWll.ter quality. In the case ofb) and c) above. a report documenting either demonstration shall be submitted to the Director for approval SNC will notify the EPD ofany measurement. sampling or analytical deviation documentation that has been placed in the operating record

6. Reporting All results shall be submitted to the Georgia Environmental Protection Division at EPD Commercial & Industrial Solid Waste 244 International Parkway, Suite 104 Atlanta. Georgia 30354 Phone, (404) 362-2696

}

112/31/04 IUpdated Proo::dures REV. I DAm I DESCRIPTION SUPl!RSEDES: REVISION$: PROJEcrNO.:SN~O~C-.:.OI~-DO:.:.;.V.Q2.::.. PJLEN_"_""""_"_V_~OS_G_W_M_orn_""'_rl-'-~''-----j1 THE DEXTRA GROUP, INC. 4665 WWER ROSWELL ROAD, #154 MARlETfA, GEORGIA 3006B 7l*nSDllAWU-1GlSWJ1Pll.OI'EIl.T\\'OPTHl::Ds=....aWUl'.ll.CAND.hll.mrol\\1lhnONCONl'AINlID1'Bm!.m115TO Ill!KEPTCONnnllNTlALllYnm ItllQP1l.lNl'TIWltOl' AND NOT'I'O Ill! OlSCLOS!.lD10ANY OTIilllt 1'1ll!SON, I'll1M Oll, CORPOltATION WlnIOUTTIill lIXFlWSSllDwan:nm CONSllJllRAnON OP TIm DnxTRA.Gll.OUP.lLC. TIm; DMWINGSllAUNOTDElffilIDDlRECILYORlNDIllEC'n.YUXCllPTmC01'<"Nl1C11ONWITlJnmnm."ffiA.GllOt.'I'. u.cWORK. AlLlI.lGllIS OFDIl.SlGN Oll.INVIlt.'TlON DISClDSllDJNnmOltAWlNGAJUlllXl'lUlSSLYllE.m!\\VnoUY nm Otne11l.l>-CROUi' uc. li.Et:lI'Jm.TSHAU.NOTIl.ID'RODUCII m WHOLR OltPAlll'A."lY sncnoN OPTfJ15 nMWlNG AND ACHJlliS UI'ON NOTIFICATION 1lYTIJ::!! O!!X11lA-{iROUI',LLCTO lUl1lIIUl TI!l5 OMWlNC.......'O AU, COI'IES11llUl.OFronmOlrX'J'll}.-GROUi'.u.c. Southern Nuclear Operating Co., Inc. Groundwater Monitoring Program (1 of 2) I I Plant Vogtle Landfill #2 'I DRAWNDY; IDAm: ~RAWlNGNU11BER ~RE~F~"t ID~W~G;"NU1~~1B~ER~tl=====JTI~TL~E======~Cl~Fffi;;;a<ED::KEj"DiB;yYt"1 '~s~8/1~9/~OlYI V2-08 REFERENCBDRAWING INom: I-

TAHU,1 TA8U!.1 TA81..H2 Appendix I tD Pan 40 CPR Part 25& <:omtlt=nts rm Appeodix I tD Pan 40 CPR1'= 25& Comtiw=t> rm Ground Wale" PrcI~doo:J.DdIlandIIng Deteeti"" Mo.oiroring (1) Dete<tion Mooirorlog (I) PI>nr Vogilio, Bwlr.e County, Goelgi> Plant Vogtle, Bwlr.e Count)'.~ Pet Vogtle, Bwlr.e County, Geotgia INORGANIC CONS'ITIU&'ITS BPA MEn-IOD ORGANIC CONSlTIUBNfS BPAMinliOD Por=eta EPA Method Digestion Vol Rtq. Collection Volume Preservative/Holding Antim""y 7040/7041 Il,hjlbem""" 8260 (mL) (mL) 1-llDC An.ci< 7060/7061A 2-Haam;mc; Methyl butyi Itt'tJ;lnl:: 8260 Toool Ilet=tnhIc 6010",7000 100 600 nNO. ro pH <2, MtnIs S<Iies 6 mo.oth. Barium 7080/7(181 M<thyl Broroide; Bromamd!w>e 8260 Filtfion d:tc; 6lDC1dl.lh.s: [);,s<>IvcdM..... 6010",7000 100 600 Betylli= 7090/7(191 M<thyl Chloride; Cblc~ 8260 S<Iies wm. tD pH <2 Codmrurn 7130/7131 M<thyknc bromide; Dibromomellun< 8260 S",pcodcd 6010",7000 100 600 Filter on lite; 6 montbJ Chromium 7190/7191 Mothylene Chloride; Di~ 8260 Soda Cobo.lt 7200/7201 8260 Tow 6010",7000 100 600 HNOJ. to pH <2; Methyl elh)'l ketone; MHK; :1r8ccmone S<Iies 6mocth> Copper mO/7211 Methyl iodide; lodotnetInllo 8260 N", AppliClLbk Cccl4°C; 7-14 VoWiIeO.tgaeics 8260 GJa.s, TdIoo-1incd "P'" 69 mL for""" daY' (exlm" in 5 <kyo) I..eod 7420/7421 4-MeIhyl-2.-pcoWlOtle; Metilyl oohGtyl kerooe 8260 acaIjIiJ or eap' m:onun. Nickel 7520 Styreoe 8260 SclcniuJn 7740/7741 1,I,1,z..'J'em.ehlcroctbaoe 8260 Silver 7760Am61 1,1,2,z..""",ehIoro<thace 8260 'l'b.al.liun:> 7840/7841 T<U'OChI.oroetb)'lene T""",ebloro<thel>e; Vllnadinm mOml1 P~rchlorod:hJi~ 8260 Zitlc 7')50/7951 Tot~ 8260 LOCKING CAP n'!'ICAJ. MONITORING POINT 1\\1~~-~~ ORGANIC CONSTITUENTS BPAMKTHOD l,I,1-lri<hloroetll2tle; M<Ibylehloroform 8260 ON STflELSTAND UPPlpll Ae"""'" 8260 1,1,z..aieb1oroelbaoe 8260 LOCKINGS1'1illL PROT8CTIVE CASJNG Aaflo-8260 T_ylece;'I~ 8260 Il<nzetl< 8260 TrichlorcfluommctlwJc=j Q<C-lt 8260 S11lJll., ST"10 UP PlP Brorooehlcroti.mdbane 8260 1,2,3-Tri<h1oroproone 8260 PFAGRAVEL~~ iI/40WBBPH01..B B!'umodldlll)f"CU]chtme 8260 VlIlJ'la= 8260 V Bromoform, TdbranomtilAAe 8260 Vrnyl Ch1Qride 8260 ~.mxm.,~~*' 1!;i

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Carbon disolSde 8260 Xylento 8260 nllCKCONCRlITllPAD

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~I~~ 2'~" ~;; Carbon Te<m<hlori<le 8260 (1)'rm. &t cooWn' 47 volarile <>>g=k. fut wbkhl""'sihIc amIyticalpro=lu=

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8260 P~ in EPA Rqx>rt 5W-846 "T... Moth",", £0< Evohwing So&! Wa..,,", _

--_~7 cditioo, NOVC:lDbcr 1986, &.a rcviKd Ika:.tnbcr ~9871 include Method 8260:; IlDd 15 l'

Chlorocth~c;Bthpl OlIoridc 8260 metal. for which 5W-846 peovid.. either Method 6010 oeametilod fran the 7000 Nl!AT CHMIlNTGROI.rr~7-Chlorof"",,; T~o_ 8260 seriea of metllod.. DiblOtiloeblocOllletlwle, CbIo.r~ 8260 (2) Common names are lho~ widely used in govcmment ~timslscic:nrific 2! 1,2-Dibrom<>-3--<hloroptopan DBCP 8260 pUblia.aot\\l, IlCId comme:tCC'; -sftlooym& e:05E for man, chemicIls. BENTONnllOlIPSD~ I 1,2-Dibromoethane; Ilthy1e4e dibrotIlide;!!DB 8260 60 o-D\\eblorob<:""ene; 1,2-Dkh1""""""ene 8260 SAND~ ~, ~~1 l'bJN. p-Oichloroheaz=; 1,4-Oiehlorohenz<ne 8260 ~: .:.K: tt'IIlu-l,4-Dil:bloro-2-lnuclC: 8260 -~ 1,1..lleblo1oethlwe;.a"',llilecechloride 8260 I GROUND WA1ER WELL AS-BUILT DATA TABLE 1,2-dich1oroed>ane: Ethylene diehIcride 8260 SCRIlIlN INIl!RVAL 2" DIA. SCH. 40 PVc, NSF RATIID TYPIcA1.LY 10FEET ,,1-<llchloro<thlcru::; 1,1-Dieh\\ooced>cne; 8260 ~I ~ ~ "-~O' 1=<!;0' FACfORYFABRICA1EDSCREIlNS V<nyUdene chloddc ~ o ~.~~ INS1.'.AILED WITH 0.010" SLOTS ,,-~:l< ci>-1,z..DI<hlnroothjlene: ci&-1,z..Diehloro<thcno 8260 ~~ 0 ~ g~£ ~~~ i=!: z _,-I,z..I);chJ~e; U 8260 ~f>: "",,-1,2-Oi-' GWA-2/MW-2 %22.59 11755.95 249,41 2(19.82 1/4 0 MIN. PBAGRAVEL I 1,2-<lichJo,prop>De; pt<>pyIeru:: dlehloride 8260 GWC-S/MW-3 8885.04 12047.39 2,0-41 '1Ji2.97 GWB--4/MW--I 9%6.20 11205.40 242.40 202.'14 END CAP 9" MIN. BOREHOI..B DIAME1ER ea-l,3-.deb1orpropeoe 8260 GWC-II/MW-1I 9089.50 10952.49 227.53 166.84 tmnI5-1.3-Ditbl~ 8260 1,>/>1/04 111pduoi""""" IGl....1 I &IlI'*1 DAII! I DG'iCM'tt"" I., I-=jt.m TYPICAL GROUNDWATER MONITOR WElL SU>'IlIWlIlBSo 1lIM!l">;; fll.O,IRCrll.'0.5NOc.ol.OOV-ea r~V2rOSlGW~:II¥ DETAIL @V2-10 THE DIIX1'RA GROUP, INC. N.T.S 4665 lDWF.R ROSWIlLL ROAD, #154 MARlEIT.!., GEORGIA 30068 n.I:&\\~.nB~(;IlI"nll~~.~~AU.DiIQIK\\lJOlQ~l'-lIaI;Jt'II.W ~COI'mDUm.'\\L.InrHII &>>aPm!fJ'n-.ap >>0']) l'UTroNgQQ,[lbD1'OMT"O'n"'fU.lIFJN,1'lI>> caco~W'J1HOUY'nlI!I En'UBIIDftJTJlIN IDNIlDEUrJON OPft!I!l~.uc.". CAAwn<<J IIBlLN<n'E 1S5D DlUK:ft:.TOI.n.'DIIlEILYaa:PTlNDJf,J'i]l('TQf'WmI'mB ~1aiB'. 1.!J::~.uLAtQlm(l#DUiiCefOlLt!I'\\'b'nDHtwa£I!I!D:tH'tlt3[)L11.WlNOAaI:~'t~1IT "f't:M~,u.c..l..Ilf:lZ'iDt1jflULIIU't~lN,,"IICI..I!CIllP"""'A1fT~(Ill"J*ial 1J.U~.u<<J~lJ.ti$~~ ......"Tl(:l)iIDTl.I.~""',I.J.C*n)mfi\\lDilnUj;tIL'SIIo;(;""'bJLU, ~"IJQjIII(.,,",T1~IJIP:l"I~,~.e Southern Nuclear Operating Co., Inc. Groundwater Monitoring Program (2 of2) I 1 Plant Vogtle Landfill #2 I I DIAWNIJ'I": DAm. DRAW'ING NUMBmt. R.llp. I D"G. NUMllIlR I lTnJ'. P 10/19/01 V2-09 OiBCKEOBYt SCA.I." REPHRBNCH DRAWING N....}}