Text

Plant Vogtle Landfill 3: Design and Operational Plan
	ML073300654
Person / Time
Site:	Vogtle
Issue date:	10/19/2001
From:	; The Dextra Group
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML073300654 (15)
	v • d • e

{{#Wiki_filter:I D ro DRAWING V3-00 TITLE PAGE V3-01 EX] nNG lTE TOPOGRflPHY VJ-OZ TRENCH] 'G SEQl:ENCE V3-03 PXISTlNG i\\J m f'lNAL srrE TOPOGRAPHY V3-04 TRr:.NCH CROSS SECrJONS V3-05 TRENCH CROSS SECnONS AND DETAilS V3-06 DESIGN & OPERATIONAL [NFORMA"nON V3-D7 METHANE MONrrOR[NG PROGRAM V3-D CLOSUR.E & POST*CL SUR CARE PI..AN 3-()9 RO * 'DWATER/SURPACE WATER MOl ITORING V3*10 GROUNDWATER/SURFACE WATER MO, rrORJNG V3*11 EROSION & Sr.DI.MENT CONTROl. PLAN 3-12 EROSION & SEDIMENT CONTROL DETAiLS I V3-13 EROS10N & SEDlllIENT CONTROL DETA1L.S n V3*14 MISCELLANEOUS DIl1'AJLS Consultant Kurt R. 'Barsel, PE GA PE #16594 The Dextta Group, LLC 4665 Lower Roswell Road, #154

Marietta, A 30068 770-578-9696 Property wner:

Georgia Power C mpanl' P. O. Box 4545 Adama, GA 30302 404-526-6526 orpomre onmet Rachel G. Bauman ourhem uclear Operating Co.. lnc, 40 1nverness Center Parkway P. O. Box 1295 Birmingham, A 35201 205-992-7025 ~)1UV1N, OlRl-XTl 'ro:srr* Responsible fficial: \\'II. F. Kitchens Plant Vogcle General M.ana er Southern uclear Operating Co., Inc. 7821 River R ad Waynesboro, GA 30830 706-26-4278 Burke County Location N.T.S. Plant Vogtle Landfill #3: Design and Operational Plan THE D£"XTR1\\ GROUI', I 'c, .66, 1.o\\VF:R ROSWElJ. ROill), ffl5-1 MARJ£TrA. GEORGIA 30068 "'J:illll.~","lsr~Il.11Ill'l"llollrl:."En jjJtoTllt.lJa1"A.c;'lI4JI't',J..ILA.'tn,l,Ll..IHH.'7DL'l'I'JI.>><t,U!'Io-r.ut.:tllJl'll_1lo1l1 lIII...,.,..n....tll)fWn.\\J.'"TlMll,IJ';;lrtMYrillflIl,(ItIJ<PNl,lTl\\,IlII~J',t.P,..j~N\\(J11ll1AfO.'II:K.t'lliLN t-.n_IlU'h""lTlII:JI:T11ItlHll.\\lfIII'1IJt11;N~IIJI:a.trJ(:NI.Tl.~nr.:ns.u~~nQ 1,al.'l"1M:1-lll,U.l.NUt WI W',J) IlLaI;r.11.YI. 1l".m..."11.' p,aI\\I':" 'I'll l;.n'...... 'II"'l1I:1!i' 1lI'TIII"'ll.-IJltnlUt:;DlI.', UI:-"UI!.... AU-UC:l",,<.JII)tN(N()tI2l'\\I.MTlUfo'~I}Ip.:".IM.~wn.T;AIl.IiIl'li~,'lU/H'J;\\lJI)lt\\ "l1"'ot2iTW.'~,LV_ utml"'l'l""lU.L~""'I£l"IIXJI(JIIN'lI;'IIOl.Il'lIlPoUlT-\\It:\\~{lfTlUl' MA'li'INc.~.\\ClIIe£ll ~:!{ImnU,nnloClI\\nIlllUI!nU.Gn"TJ'.ll£.'lQu:n..L"'1"ldlllUW1SCNmAl.1. ,.,-wJ2lInlDi('IITlnlll........'-CIlnl'f.W JUi\\'. nxrn OGSaLIP'llu";: 0\\ UXG AI'111ll. Southern uclear Operating Co., Inc. Tide Page Plant Vo tie Landfill #3 DRflIVING# DETAIL 15 REPERENCED DMIX'INGII DIo'TAIL IS SIIOWN DEl,\\II. NUMBER A DETAIL NUMBER 1 V2-1O DMIXfING# DETAiL IS. rim DETAIL SECf10N LETTER ,SECf10N l.mTER~ r-OM~ INGII ECI'ION I 511( IVN V2-C8 V2-07 DIL\\~IING# ECI'JONISSIIO~ / / DILltWIl Gil* SECTJO IS Rill'Iili.ENCED ~

F.65oo F.7QOO F.7500 F. 8000 .oJ'" \\VAS11l MANAGEMENT UNlT/BUPPI'.R BOUNDARY MARKER CROUNDWATIrRMONITORlNC \\Vlll. METHANE WEll. THE DEXTRA GROlJP, INC 4665 LOWER ROSWELL ROAD. #154 MARIETt!l, GEORGL~30068 DA'rn MM.] III GWC-5/~f\\V-5 * -- X -- PENCE -1;0 - E.X1S11NG CONlQUR TREEI.lNE POWERI,()I.l! M.p J""dU<<d by Bill AuW M.pp;ng. reuh"", 0.." Gil Bl'I PROJIlC'r 111 01 0805 DATE OP PJ-IOTOGRAPHY, 8/22/2001 1kginnin.g 11.[

bmchmark tOf this site=: 'l,\\ohidI i!.. a::IflII:D:-U. stamped m[Jf]Ul]Xl]t with ~ ilIngk' iron burieA.de,locatod

l~ toea] grid 1883.2.75. E.8074.49. t.nd 5C1 at ru~ation 255.CJ7.lhmce=: going 5.58 tlI9'47"W a diJ;[;lInce=: of 63.48' 10. poim.

t1U. b<ing the POINT OF BEGINNING.,h<flo< going S88"25*44"\\v. wn2flcc of' 1222.17' fO.. point; Ibm<< going D~ Sooth

dlst10CC of74.4I' to a poinr; thmce gal.eg Dtll:: \\

~[a distJuJoc of 220.00' [0 II paim; mc=:ccc= gdng Out: Nonh a di1:hlnte Qf 172.79' (0 II. point;.hence going nue F1$11l. di~l~ of 287.41' to.. poim; tb~going Due: N01'"th. cW.Clna: of 200.00' to. paint; r.hence going N601>216"'6. di,,""lX 0(578.01' to I. poim~ mc=:ncegcing N61 0 48"9"E adi5tancc: of.331.58' to. point; mc=:ncc going N41 "'48'54"6 II dilI~ of 5S.38' to a point; th;ncc: going N5-) t1""45"W ";i di'f;tllnce o( 192..92' to.. point; tbe=:ncc= going N25 °l.3'29"E.. cW.tanec= of 140.16' [0 ;lI point; mc=nce=: going S60... t9"26" Eo 11 di$tIl.nc:c: of 209.9T 10 :l ~n1. lh¢t'lC:C: going Sloe5S'SS"W :a di_.I~J\\(c of 134,92' to a puim::o thcna: ~ SCf2O'l.3'"E II di.liuncc of 897,19' w a point; ~uch poim bci(l:g!.he PQINT ()P ae:GINNJNG,P.id propet'lYMeornrauir'.g 17.77 I.cn:::!Ii. LANDFIU. WASTE.IANAGE.MENfUNU I'ROPIlRTY DE.SCRJl"nO ' LEGEND 'ntiDllAYlNCIl.THIl.JIm'Dm'"OIiIl.~.lUl.AADAU...tt.~'ftI)t,;CI:IN'l.AI!'io'P.D~IiTO liE liJD'T!lONt'lrIQ,,"ftAI..It\\nte.IElCJIUiNT£UII-A.'I.[}NO'I'TO II! DtiClD!!iIiD'm "'WVonlEl.'fUSCIoI,1'IbI t,JIIO;M~n(JJ.i.n'n.JL"'"11D;(IP,~.,.,.m:NQ:J!'Cl:~",,,,,,'flD;([)llX'l'U.,-.llIJ'.u.t:.nlll. .....1nNC$fWJ,.liurG/l.Ulit!PIIiQ("J\\.'"I.lltlllUlC'n.\\*IlJ:!);"~~I~.mlnllll:l~~, l.I.ClI'OU;'AU.lUClmOllJltiRGNoc:n-:\\"VlT}I)f..~J]\\Ill.DU~GoV.II~\\*lI!aiI\\1iV_'* 11.U~.UL.IU:tIPll!2'lT"L\\U.""'I1rIlll'lllOUllQlIN"'IOUI<-'lo'iIKI'AN\\*~0I'TI11I DL\\TlNO ANDl\\CI..I!U L'I'al: sont')[A1'tOIolIVftlll DllXftA.(JIOln',IH:.'10 IIB1\\IlH"m;IlU1nNC.\\ImAU.. ClIfIIg"lBOP1OTlE DEnL'.cIlJUl.LlL ""Y. Southern Nuclear Operating Co., Inc. Existing Site Topography Plant Va e Landfill #3 1'.8500 LilNDI'Ill. "'CCE RO.'\\!) / / / / FENCE-TO LOCKEDCilTE f'-,I,~.......m'T_4;1;1;,.J+_P.;_+_~---------__I_---------- N 9500 <1RO NO \\VJ\\TRR Wf;JJ..'\\s-nUn.TOATATABI.F. ~a "'~3 ~;;;a-iiO z o "'~ ~~ ~ t-rc;;;-::E in j2/;;t; ~~~ "Z 0 ~ z 3 1'.7500 G~ C5/M\\V-5 9604.3004 7999.3327 251.96 21>1.20 1'.8000 G\\VB-6/M" -6 9432.4753 7473.2531 278.87 2J2..J8 G\\VA-7/~f\\V-7 8826.2243 7657.8853 261.33 230.46 G\\ C-1J1MW-tJ 9242.6820 9962997 273.08 233.49 G\\VC*14/M" *14 8960.6518 999.6737 262.88 210.77 G\\VA*I 5/MW* 15 8976.1153 6886.54tl 268.15 22491 GWB-16 MW*16 97202971 7705.1490 256.95 DRY 1'.7000 \\V"'S'TE M.\\

ACEMEN, UNIT MAIlKER (lYP)

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---+-------------------+----------N Il.\\OO S rn'OOUf"W mJJ1 Ac \\ 'ft ~,to N 1oo --------------+-----------------------+---------------------___+--------1--------------.li~L___+-----...::"Ik..L-------------____i~--------- N 1oo

116500 117000 117500 118000 118500 THB DIIXTl\\A GROUP,INC. %<is WWER ROSWIlLL ROllO, #154 MARlE"ITA, GEORGIA JOO68 WASIJl MANAGB."\\IBNl' UNrT/BUPFIlR BOUNDARY MAll.KP.R N1!TH.ANE WI!LL GltOUNDWATEK MONITORING WELl. ~.~~15' ED GWC-S/MW-5 ~ J1U!.EJ..U:'!F.. -150 -

EXlS'l1NG CONTOOR M

>' Bill Aedal M<pplng. Pcod>_ City, GA -- < -- PENCE POWEll POlE ~:at.~rOt'Ihi.,!iI:~wh.if=h.i!llla::lDCretr.s~~ an "lllc iroo bmiad.. loatcd" k>aJgridNB8J2.7S, E1lO74A9. and... .tEJ.evttiOlJ 255,07, tlu:tl(X: gol.~ssa "'1 V47"'W.. dlUtncc of 63.43' to t point. d>i.o bdng lb. POINr OF BEGINNING, <1=<< pngSll8"2S'4oI"W < dis1anc(: of 1222.11 to a poiDt went(,going Due South ~~tVllX of 74.-4"1 'to

a ~ th.cDcc.png Due WCllt a dimna: of 220.00' to 1Io pa..m:. thma: galng Due No:tth... distaJXe o( 172.7~ to 1. point; tbe:au goiag Ouc: Ban Illilicmor:

of 287.41' to a pWn; thma: gciDg Du~ Nonb:l. d.i!.mn.::c cf200J)O' ro a poim:; tbcoce gcirJg N60 ~T6*Ii I dinaoct of 878.07 to I; pcit1t:; ma1C:c.,png N61 0 +6'9"E.. <Ii IW1(X: or331..)8' to

point; men<:t: prtg 1-:-41 "'546. 11 dDW1C:t of S5.3S* to 11 point< thcocc going NSS °S'4S-W II. di.m.tu:c of 192.92' 'to.. pcme.

th~u: goitJgN25ll<13'29"E.adi:5.tlno::flf140.76' tn:a point; r.b~e goiJJgS60 III 19'26-E a cm,tabl;;C of 209.97 to a paGJr, thence gning SlO"'58',)B-Wad8taea: Qf 134.92' to a. p<Jier; ma;l.Cll: goiog SOO2O'13 111a a diBtmel: Qf'a97.19' to 2 point; rum point bcioi; th. POINT OF BEGINNING; oaid!""P=l'~ 17.T1u:m_ LAI-.'DPILL WASTIJ I\\IANAGIlMliNT UNrr PROPllR1.Y OESCR1Pl10N BIlIPROJECfltl010805 PATE OF PHOTOGR."PH:Y, 8/22/:lOO1 LEGEND -u.DM'WJMCl.nB~arll1l~~.I.LC_Ni.>>.t.l.I.~11OIQCX'ltl1"JoDap1P.mKJI.'l.ro Ill.KlIJI"l"QOtiJ1Dl!!:N11AL!I'I'ntHABCD'IBJ!I'T"'IBJIl](I"-"'IDNOTroEDDa.Q5IlDro.unomlil.~PWiI m~'Wl"DIOU'IDlBlID'IE3!I!DftInDl~OIH!lD~Cl.OIJI',JJ.L:.nIIJ Y1U'*1NOSfUo.l.LtiO'T.aL&JmD:lUC'l)..VOl'~"-YlttQll'l'Oil~'ftl)lfte.~. 1..I.Cvuu..Au.IUOtMOf"IlilI!\\lQlIQl[~UI~t!'oI'l'liblDM-.rolIQA.t..i!D:i'IW!iI!iL'i'Wi!lr.,'ED:n ,...~,u.c....u:::II'Iii:"'illULtiU't~lN.",IICLIl(JI.P.ALTkh'~e_"r'IOI t'l.....~A~A.(;tIJlt:"Jll.'l!(JjI~(7nI-IlCATl(Jt.l'nn.C1trnl,o.<::_ew:~Il,t:..11)~nml:;JLlo~ol,HI;l_'Q.. Q;,1rlU*T1*QJI,(lIi'TOullf~"'.IJ.('. LONSlTBllOADSAltECONSIRUcrED/RELOCATEDA5 NECCESSMYTO PllOVWEACCIlSSTOTHllAC11VIl OlSPOSAL AlIBA.

2. 'I1UlNCH P1l.LING SEQUENCE COlUlllSPONDS TO NBWTRllNCH NUMBE1\\5 FIl0M WW1lSTTO HIGHEST.

3. HOlUZONTAL GRID SHOWN IS.LOCAI..GRID; ELEVAnoNS.'JlE MIlAN SUA LEVEL.

I / J I I, I / ~ .i~ UNITBO MY PENCE-TO LOCKIIDGAm y;,...,.-',rm'l-'-rMi,.,...T--+!H~~---------__j----------- N 9500 ~f--I*'ih~:!rlTII__I_---iH,....--------+---------N9000 UNDP!ll ACCIlSS ROllO WASTE MANAGEMENT UNIT MAI\\KER (ITl') ~.1"----- BUPPER MAltKI!ll (IYP)

.nm ASBESTOS 11lJl,'1011V1IL BE I'ILJ.ED AS NEEDED, ANI) NOT NECESSARILY I'OILQWTHB OESIGNAnD MUMERlC,'li_ FIUJNG SEQI..'ENCE.

N8500--------------=-----j""--==:e:::========+<:::S:-:;"i't'--"-------t----------------------t-----------------------r---------------------t----------NSSOO = N10000 --------------+-----------------------f-------------------------+-------+-----------~7(i/_-__j-----____I~c----------------+------------N 10000 86500 87000 87500 B8000 88500 REPHRBNCH DRAWING Southern Nuclear Operating Co., Inc. Trenching Sequence Plant Vo e Landfill #3 B6500 117(llO Eo 7500 1<8000 1'8500 TIm DEXTRA GROUP, lNC. 4(,65 WWER ROSWIIU.ROAD, IttM b1AR1llTIA, GIlORGJa 30065 WAS1'E MAl\\'AGEMl!NI" UNIT/BUFI'I!R BOUNDARY MAllKIlR MEUl.'.NB WEll. GROUNDW.~TIlRMONrrOlllNG WIllL =~,~1l3 GWC-5/MW*S -$ Map produced by BHlAm.l Mopping. P=h'"" City, GA BI!I PROj1lCT#10101lD5 DATl! OF PHOTOGRAPHY, 8/22/1fXJI nllllDI.A1Ql'fQ.'I1~PKIPIIlDTOI'n.~K1UII".W:;AIilPIII.L-lHKIlIII"I.lXlIo'o;Jto"T,m.IIDl!~.N EJlJI!7r~PlDBNn.\\L1IY1HI!lIJtCB'lDl'TDII!IQ)I'ANDJ<<n'W1ll!.DUI:U:IIPODroA!n'0'JHEI~PB:II tJl,Q;;IUDMl1l1N~nmDl'lUMllD~CONlIlD-..nl:;IM~ntli:D~"1".u.c. Uili Da..'WlKG'IfLUL.!<<l"I"E ~DmEClLVm: INDII.JICn.Y IIDZ1'I'ma>>.~!IC'nCIQ W'nH1HB~, u.c~ AU.1OCIl"J:!Ia'DII!lIIC!oIDl.N>'DmDM~I!>lmJ!!!lOlA~A:I&IID'Ull&l'I!2ZII'IlD1J!t ftlIIDEnU-oIZCIII.uc. 1:llCPDINT1lt."JJ..Nm'1.1II'ICDUCII OJ 'IlII-1JUI O&"AaT,u.,,.SBCrKJN(JII'um Dtlii':lJ(()A:4J~~N~"OIJ~fnI')II::tJ>~,W:W.uiUDl'lII~Ift.lOA:IG.l.<,l,J,. ~""rbU'~"'II!~IlI)W,1..l.C LEGEND TRI!ELlNI! UNDl'IIL WAST!! MANAGE.MIlN'I UNO" FROPER1Y DBSCRlYITON --, -- PENCI! POWBRPOLB -25(1 -- PROPOSIIDCONTOUR Bcgi.b..D.ing at to bcnc:hm.uk. b tIW; site. lIo.flic.b i.Il a a:nntc $wnped.~ 20";"'" burl<ad<, It>=<d "Ioalgrid N1l832.J5,E8074.49, o.nd '" at Ekntion 255.D7, them:egoiog S58 l>lV47"'W. di!tmx;e of 63,48" ttlll.pai.ttt, tbU bciIlg the l'OlNT 0 lIEGlJ\\'NlNG, _ pegS5lI"2S44"W

datil.l:K:c of1222.17' to a painI; thma: going Due Scuth iii. di.ri1ll.Dcc of74.41' to II point, dKacc: goicg Due West.. disC"l.QCe of 2:20.00 to fI poiot; theAce goiag

~ NIlflh II d.l!wmeaf172..7S1' to 'II. point; tbcw:eguing Due.EaR a di!mm:e o£287.4\\'".poW; dlOll<egWgDoeNonIl.dilWlC<o£200.00' ""poW; d:I.cnc.r gWJg 1'1560 11II27'6-.£ iii. WWlCt: of 878.07' lD '2. point; t:hcn.a= going N61 v 48'9"E, diOWlaO of331.5l1'", poW; tbclloe goillgN41 "4i">4*1l. dilWlOo of553f1' to.. poirn:; thmcI=- going N55 °5'45*W :l.. di!;tana: or 192.92' m a point; lhcbecgoiqJ N2S*1329*Il.dio..... of \\4C.76' to. polo/; tbclecgoitG sro " 19'26*l!. diotme< of2O??T to. polot; <h<n<c goillg SlO"S8'5S*W. dl.""'" of134-.92' to. poi.Dt; t:b=u~S0"'20'13-E 'II. r;b~of897.I9' to '2. point; ,od> poil>' b<ing the PO!N1' OP JlEGI),'NlNG: sa>! propert}'~ 17.77 aa:cL --UO-- EJOSTINGCONTOl!Il Southern Nuclear Operating Co., Inc. Existing and Final Site Topography Plant Vo e Landfill #3 E8500

2. HORrl--ONJAL GRID SHOWN IS l.OCAL GRm; ELEVATIONS AREMHAN SIlAillVEI..

NOTE& I. ONSII1l ROADSA.Rl> CONSl1WClW/RELOCATIID AS NECCESSARY TO PROVIDE ACCESS TO THEACJ1VE DISPOSAL ARBA. I f I I I J I / / I \\ I'I!NCIl*TO LOCKIID GAlE E8000 ~!lTt'klr.;lT_'-l.nmnrmr.+__+ir7____:_:_-----------:r------------ 1'1 9500 1.'J., if' LI\\J'.'DfIll. ACCESS ROAD PmALOOVER Q0 @~ DltA~~ DAm DRAWlNGNUMBBR. t~:t~~~::t====::::=~~====~FEOOi~f,'~O/~19f~OI-l V3-03 R.J!P_ CHEOa!D B"i. SCAl........ 1'1_ WAS'J.'E ~lANAGllMEN'l' UN1T MARKER (l"YP) 86500

~t_~+=::::::::::::::::::=:::::::=.::==:::+'=~~J:....-~t-"iiiDiii!Ci"Si:iRooiWAiiiliSiiiAi'i\\iAGE--___tTRiiDiRiJ~;;:;;;iW:\\TIiRDRA:iNAGE------I-------------4------108500 1'1 8500 5'J<f'afr1J'W R£DlIlI!CT SURl'ACIl WATER DRAINAGE RIID' SURl'ACIl WATER DRAINAGE PROM BXlSTlNG OOWNDRAlNS TO FROM 1f1nSTING DOWNORAJNS TO SIlOlMBNT POND I.P:l-02 SEDlMENr POND LF3-lI2 I

87500 1'1 9000 ------------:'if~-_Jl!L_----;-LI------------+fl'rit<ffj'+--_\\l_--~__::::::'-.,,::=---____:;~,.,;::;--~f_.===-;=-=-:-~-:-:-~_r_2':::""-""ir---]If'=W~::.:'--'1t1f,!~-.;;:T----=I1,ijWfittlt-'-1c____m:t_1]ij'i::rtrtlr;_____j'"1c---------1---------- 1'19000 'tJ?J~'--- f!!:::"-- SIlOIlIII!Nf 1'1 1oo --------------+----------------------+-----------------------t-------t------'PO""'ND=tt"'lJ'.=:.3.{JI'-t--------t--~t_----~~-------------11--------- N 1oo

FIN.'U. COVER EXISTING GRADE IlXlS'l1NG GR....DB PINAL COVER MAXSWPB lH,IV ASBESTOS TRENCH 270 250 260 240 280 ---\\11<--- 232,38 (GWB-li/MW.6)

¥----- 232.38 (GWB-6/MW-6) 230 SECTION HORZ. SCALE.: I" ~ 50' VERT. SCALE.:

I" =10' A V:}-ll4 V3-C2 SECTION HORZ. SCALE: I" ~ SO' VERT. SChLE:," = 10' @V3.02 PINAL COVl!R .r---- 2GO 250 240 MAXSl.OPl! /1~1V /j / HAY a'U.ES OR fu:mR I'l!NCE fOR SEDIMBNT CONTROL 5 'IRENCH#2 LEGEND I'INAL GRADE ='lNGGR.l,D!l UMIT Of TRE.NCH EXCAVATION WATER TAlll.ll(6/1S/04) 220 210 ---'il'------ 218.29 (AVG GWC*SrMW*5 AND GWB-lirMW-6) THE DIIXTRA GROUP, INC. %<is WWER ROSWIlLL ROAD, #154 MARIJrITA, GEORGIA 30068 n.IaAWJNC:.n-.fIOtUr1'ornll~~.LLC.~M.L~~Q;;ItOT~TPIaQN.ro _gp'J~.nDClf1W,:nn:B~nlUOl'A.'(D~1O.~roAFronllll.1"IDIOH.l'l&III 0I.~1mHDU'I'lHIIlID'I£WID'ftlnDIa>>iSIDBlAnaN Ol"'DBDDmA,.CIlOU', w:::. nIIJ Il"'TJNGIlIIAll.N"O'l'JatmmDlnlCIL'rm.[ND:tI!Cn.TDalnOol~ ..mJtIE.~. ll.C1fQuL AU.l:lGImIotl:ail!l:GlilOJ::bNII:~UlIlClL:JWn'-"'OiD8A'ftlJO,\\.i.ii!dl'i£W.1'!i:!lifIlEDJN ""~,u.c....u:::II'Iii:"'illULIIU't~l"IICLIl(ll.P.ALTkh'~e-r'IOI t'I.....~A~A.(;tIJlt:"JI(,'l!(JjI~(7nI-IlCATl(Jt.l'nn.C1trnl,o.<::-ew:~IlJ;..11)~nml:;JLlo~ol,HI;I-'Q.. Q;,1rlU*T1*QJI,(JIi'TOullf~"'.IJ.('. Southern Nuclear Operating Co., Inc. Trench Cross Sections Plant Vo e Landfill #3 REPHRBNCH DRAWING DIAWNB-'I": DAm DRAWING NUMBBlt ~RJl~P.t~~~~t====~1Tn.~J'<=====]OlIlCKEOiiooiOiBY;y;,f,'.c..a~Ol~'9~lO~1 ~ V3-04 "';CDC HORZ. SCALE: I" = SO' VERT. SCALE: 1"=10' SECTION

270 260 250 240 I I \\ I \\ \\ / \\ I \\ TRENCH / \\

1 I

\\ I \\ I \\ / \\ I I I TRENCH

8 230

---l?- 230.46 (GWA-7/MW-7) 220 217.33 (AVERAGE BETWEEN ---l?- GWC-5/MW-5 AND GWA-7/MW-7) 210 SECTION D LEGEND HORZ. SCALE: I" = 50' V3-05 V3-02 VERT. SCALE: 1n ;;;; 10' FINAL GRADE EXISTING GRADE LIMIT OF TRENCH EXCAVATION WATER TABLE (6/15/04) r HAYBALESORFILTERFENCE / FOR SEDIMENT CONTROL ~__I_~ --,,- SUMP DIMENSIONS ARE APPROXlMATE NOTE: NO SUMP ON ASBESTOS TRENCH ~I 3 MONTHLY CELL SIZE WILL VARY WITH TRASH LOAD _2% GRADE TYPICAL OPERATION FOR TRENCHES 1-8 D~~~ @V3-04 THE DEXTRA GROUP, INC. 4665 LOWER ROSWELL ROAD, #154 MARIETIA, GEORGIA 30068 FlLENAME: V3-05 Cross-no & Dcl:I.ili.dwg TYPICAL SUMP FOR DRAINAGE COLLECTION D~~~ @V3-04 12/31/G4 Updo.ral Proo::d= REV. DATE DESCRIPUON REVISIONS: GHA BY ENG. APPR nuSlJIlAWINGlSllml'WI'lllO'YOFTImOeXTA-eItOIJP,LlC,oIJ-IDlJ.LlNl'OIWATIOtlCON1',\\!Ni;U)1'H!.lIION15t'O lIll lOWTco.'*mOUNTIAl.UV TIm IUlCll'lmrrnillll.OPANO NOTTO DE! D15CI.D~1ID TOANY OlliOl.l'ER.!lON,t1ltM OROOllPORATION WlTIlournm nxwmsIID WRlTIIlN CONSlOllltATION OI'TIm DmcrnA.GlI.OUP,u.c. TIllS ~=S~ll.lNG~~~~~~~~~~~~'ii~;~"kcg~OZw~~~~ 11m Ol!'.X1'llA.GllOUl'.uc. ltECWIllNTSHhUNOTlU!PllOOUO! m W1-lOUI ORPAIIT M;,TY SEcnON OP'IHl.!l DRAWINC AND AGIlEIlS UPON NarJFlChTION BY TIll! O!!X'IM-{)ROUP, u.c TO 1Ul1lIlI.Nnus OMWlNC lIND ALL cmmsnm.'IOl'ronlelJ~aoup.u.c REF. TITUl REFERENCE DRAWING Southern Nuclear Operating Co., Inc. Trench Cross Sections & Details Plant Va e Landfill #3 DRAWN BY: V3-05

DESIGN & OPERATIONAL INFORMATION t*.Lt.mlill mit utoed to dt..poac l;)fpoe.t.-e~....,u. 'l'hl.. inclllda inm Wll.sta, comtrueJian UK! d""olicOQ........ limItal'" wttttauxllwnb<.. brick, cnoaete,_<d. in.....oo. moW ~rnng. p1umbUlg 6nwu, 1UkI otha: men bllildir:'l8 mattrlllJ, Qrth*lIic pt'Odr>lC:1:S.l.Kh as unuMblc..w:ki of COI:Ia'CtC. mD, p:i.dIiDg m3<<:ri:aI tuth aa wocxl, plude. Cl,[db<wd. ~, and plillltta. A.beno. ~ ~-altca ue alto .=plOd, pnMdod til, nu.lcdollo dl>poocd In

u.od1.pc<ilicolly dc<igDltcd to a=p<..ba.,., Rclio: lD

!trm #23 ror tbr: PmhIbimi WutJ: Plan,

2. Vohmu=: mkulatu:ID"

L Tatal volume Q{ 'W'.l.Ilte :uld (:0"'1::[".""~"~

M M_ 189,066 n~

b. Soil voIwo< fm co",._.._

38)71 CY

1. Av:U:l1b1e= OIl-5.itt __*****~*.***__****~*.**

19,145CY

2. lmp""'ed

., 19,226 CY c-Solid w:mc volwm: (c;omptttcd)._....~..'.M__~ l24)ll2 CY d**'\\Bbe&toI. W1Utc volumc= (OOrIlpicrm,).,*.*.__ M_M_M_M 25,863 CY

a. TCltal ~..*.*_...*,*....~..~.*,~

_...*.*...*.*_...*,*...*.*_.w 17.8 ACRES

b. U!lRble _._~......*...._

_~......*....._~......*..... w_. 12.6 ACIlE'S J. W.m.i,$ to he dum.pc:d frol:n auc)n iJ:lro the: 1J..QdHU ~ IxgI.o..a.l..cg 1.1: me.ooJ:t.h. eM. oftbe ~ (opal) =eb. eo"P' fDO 1:l=eb ~ tho,,,;0 be 511<d from the..." cod "'" tile A>bco"" T=dIIhot,.;n be liUcd fiom the en' cod.

4. Uoiog. bWldo"" ('i6li CataplIor do= '" "lw..lem)......" will be.p=dUld~ into I>-Coat muim.um Ufu whlli= maintaining Ii.,.u.ffi.cicoL stope on the W1II!i;t.e: W'CII1dng sw-1il.cc. M.at.cdalt. ph-oed in Ihc 1UIdBII wlI1 be eomp&<<<<i to <be I..., pl>Cdeol TUI..... eoeept lhst "bcolDJ ""'.. 'Oill be bo.odJcd..

deKribcd in Item 29.

5. Albc.iltOi-CODtainiDg wute will be am:n:d with 6 inches of~ imm.cdiatd.yupoo plac.cm.cnI:in the UbcmJB tttm:h. l.andfill opemticm 'will oombt of bJDtlth1y an.. Moothlr oov:c: 'Will be p1accd io aDC-fout Iayen; fof the mom:hA 1110 which tt'tOdJe.. are used. DdIy c:orte f.lI oot ttqwrcd bt:ow8e the ~tw;e of the voute (n"n.[NtJUc:lblc: C:ODUn;n:con debris llIod. office ~lItl;) dOCl not tJO"C pcu;ntUl fUOblcms with dilcillC vcaon.,

odor.. blowiog litb:r. 6re.. or IIC:I.vcnging. Til addition..~.stc:p& '9i'ill be t:akctl tb C01'\\.tI'ol dis=ue ftf:tu:u if nced<<l. ~e.Ittp& will ~ 'lI.ppmpm~for t:bI= pmcroinn of lmm.an hcmb 1I.lJ:li Ihc m9immnmt. e.. N(IIIJ-tOtV ~g bl.rmWch Ihllli belpresd u-tbe r.t1C of2 tOOl pet acre. Malch.h!lJI bc:applio::l ..MIn :Ii how>.lia.e<diog. )l(uldl.lW1 be 'p)'Ii<d wtth 1>Jower muIcIMg equ;pmem Of OIhot.proo.dlng "l'"P"""'.J<ois=I c",.... p",!"""",by b>nd Jf._wy.oo<ho<muld> uolog "p'd.u dill." o'dill. Iwro..iDg oquipn<<tt, pIntk 1nCSh/ncttiD& '" 'J"lhrti<~ "" binda>. [ Sufficlmt w:ltt=l sWill be applied !lowly DVtt a three "Wft.k perlod Vtc I:bc applialioo. of IIILl1cl:l. to ....bliob

good.<and of gDM, Siny do,. m.. <h, opp!l<oriao of,=I owl mu1cl>, 100 lD 3lIO paoodo of

~:Dimb=:IIh.ti.I~*F~O'iItt~1Ctt. 14, A Groundwotu owl Swfue IV."" Moni"';og""'scom bn b<oo Dnpl""",u:<t So<~. No. ~IO afXI Vl-t1 foJ: tht: pn;wam d~cripriQD. [n addltioo.,ur&ce 'W1~ monitemr:J.g i.e OODducrul:ll thePknt: undo- <he PI",,'. Nobonol PoItUl>m~ Il1iminorion S,...... (l-.'I'DIlS) pcmm,.ool oov'" oIl of me Plom'. opetori<>o>,

15. Ow= ttl the. i:nnommD nnn:rc.of the: W!IlIt~ di&~ ~ mII~ Of' m=i.1DlaJ,t'lP'l""D nnr: bI=

,coduearl. 16, Due to <he pt<S<l>X of1oDdJiIIgu<J geo=t<d., <1le lotldlill..Ioog-t= n"","", goo mooitoring P"'8"m Jw be'" itnpl""eoo:d, Th10 mooitoriog I. eood.et<d 10__ the EI'D.ppmvcd Mctbone Go.o M"'""'dng Prog<on\\ douxI Septenlhec 2000**ool oar opd......ppBeobJe. So< Dwg. No. V3-O'I fm p10gtJJn deoa:ip<ia<L 17.*~ bulldozer ('if;(; c..,e<piOo.< oo"",,SI=) will b,...~ '0 tIleWldlll1wril be ucili>ai to pcrli:ma mort.....ebibg oM ~ proec.h"". If"""pmenl it -ted fm """" otbet putpooe. it,.;n be obl>ibod on

tempom)' boW. It....... "',,:.. portobIe....,,, tank, n, othu opproprio.._tering equipm=,,;o tho be

.VIIilabk.. ~tn.

18. A bodup bulldozec will 00' be pem=endy...JgDed to the IondfiIl

19. A.p<rioI, "P"'..balDS ttmeb will be pmvi<kd" <h,1ondfiIL The tt<:D<h..rn be cl=Iy=-_

warning:signs and ll.CCClI i61imitcd Ie authmiud penoencl.. A aigp win be pe:>>tt.d 'lI.t the..Iaad.fill CD~ In iDdlcItte. the dimDo~10 the: aabCItoB wpouJ UCII. or: dJ..c.din tteach.

20. The kcdfifi will oar: be UKld..nu oor:m.tl bOUD. Aoccu to the landfiD ia CDDlDJDc:d thrwgh amborlzcd uae of the kndfiI1 fm plant (Jpemtil:x:u.1h: bndBLI b.~ dnougb

locking gau: and I.lZ'O-51D tN:. taodfiII it eontmlkd <hrough.utborl=! US< of<he !&od6IJ fin-pion' opemmn, only, 21**lu:IyWQU: Qt"limr diawvcrul (Ju~oltlle ~ will be phud in I. ~ Fencing or ~

method, to c:onrroI1i1ttl' ur. I:i(It f1mdcd bcca.tw= wi.cd-hlt1wD littu it. Dot. ptObI~ dLLC. to tke lack of littI:r pn;x.I~!IWCiJJ in tlIc wut'e.

e. The Sik: Bn-ril:Onmeo.tal ~$I: will be~ "'ith. ~y quest;ioos about W1StC thAt~)' be. prombited fu>mtll.peooli,melo.odfiJl.

(JD O<t<lldoo<< whh....,.j t<<picg~ (0<<.= 36)

DJing"""'" will be""" (lllJJlllSl'"

e_i,) to """.--.do, iocluding th< ;".pc<ritm dxddio~ fof inspc<ritm by IiPD upon _ ltllpcttion chetldi.m and data Ihccu gcoetttcd from the: co.vit:onmc:tltld mooitodog ofthe lalldfiIl ~lJ be: fcrvo-&nI.cd to the 0tanl1'tJ:y Etn:iromna:ttaI Spc:ciaIIlt &od to I:>ocwJx:m Cotltrol fOf lifetime 'I"CtCInioc. Pn>"lbil'~ \\ 0" ".....ed Otrdumping R.!IdJO:Hlr:l\\e \\: Mle [I "'" II"" II I) 00 HllZllrdous W.... tSOh'Ct1l l""" [hos [ Ina [h llno I 81fl<l1l:dItllllW...< LI "" Lloo ll~" IJ00 lndll'Ula! Wast< (iish' bulbs. "olll:n... tl lino lh" I Jno cI1<miollJ.. tiC) j holl R""fi,,!! hi"lll [J "" rlno Ih" I Ino PuI~lhle ~ age:! lfood. food II"" llno II'os 1100 aJluam refu. elG) Oil Fillcn; or i1yDebns [b.... I) cO I I)... 11 no \\\\ ... CQl\\Illinil1g f_liquld [J [J no I Jyes r100 PCB WUlt (c:aJlll<l1 n, n"o""",,", I J) I Jno II' II no fishl ballu1. etc) Prohibiled CkD Wosto (ttelI1lOl...xxI. II r100 llyes llco lead-.heet tic) Dts:ribc in denn! any prohibited..-ute cbo:d.ed obo, 0 obocrv<d 1'00'-<0 dump"'llo' lhe l.cdfilJ

g. &~rDI mmUni1:Jg W2!tr.mJ.I bc= ~ in Iuk-proof e=DIlD.in~-and.b.bdm with me word.!; "CawieD-emu.;", A>1xsmo fili<n-AvWl 0paD0g '" Jl=kll,g Cooml= -lI=obingMb<o"",;, Hu=louo lD Your Hakh" '" cxb<r,;",;w,.,.".w,g...pcdfial;" PIJ.o, I'roco:l"",OOU5-C

11. &~1D5-amtaini.J:g 'Io"'lI5tr:..bill ~dUpo5cdofin alldl. lJlI.n.D~a& DDt to dcm"D)'w intrgritJ cfthc.

....bqro,,-motainicg m.-a:W CODtUcut prior I() me plaammt d cqvcr mmriaL i FiUiDg and dOling of the 2SbetlO'o tftflI;h win be an:Iu.ca:d in the IJUI"lot: ~ I.J tk t:IO(\\......bet'fOt lrCf1ch<<" O:~l Cot me-,pc:eW -wutt: twxUing utd C(J9"cr pnxedara: da.cr:ibcd ii...Ixtfe. ]"hr: perimeter o{ the ...bc:Ito, tf'Ctdt, ~ be bamed to prevcm.,1()Im........ter Nn-Qft nom entering the: tteneh. STOftI'W'lttI' that dif"ClCrlyenten: the open ii:n -.reu wilhin ~b.c ubc:ttol tteneh 'Win be. tJ~'Cd to.CCUl\\J.ultte -and pc:rcoliUe 'i.'ithin tt-e: tten.cb. A mil1J:mum, of~ foot of '~rd'it'llhe ubestorl tteOeh '¢tlD be. n"dintaiocd u..n blTl(:l to t.Dow.dcql.tl.te: nottge: \\'ob~for the:~. 24-bollJ' It01m (6.8 l'Ocbctl of WJUCt ditealf ftIDngl:o rite "P'" <notb).

c. AD.l.and6Il1I[;tivi.ocs will be: amdud:cd in uam:b.na= with the.lW.Jcs for SaHd Waste l!rhnagc:ncnt.

Chop391*3-4 ond "';&0<<11 Il"",cd by EPD,

32. Conmuctioo Ccrti.6a.UDt'l: Wdncn o:::nificai:iDo by.. profctliooal CIlgiDCl:f Hcul,!Cd to iJDa:1CC' In GecnJia-wiIl be fUbmitta:I to Ihc:B2D b) eatifytbLttbc 6u:iHtyhu bcz::a Q)llItI'\\1Cta1 ioaa:x:ml&ru:.c with thc.apprQ\\'cU permit. 1"bia pnx.c:sl ahaIl be ~ fhr each subsc:qn.mt major OOiIlIIttumao phue, indndiag buJ DOt 1imha:Ilo, new cdb Dr ttcoche., I.dditicmJ moniloring wcfu. ~imclJl porxh. Ddulu:: malIIXnl BfI'ttms.

modlJieoIlow.~ * """,.cIld....... handIina pmocu. "'".pplia.tloo ofliool=.

33. Air Crlttria: l'bc.la.OOfiD. ~'tion.J willllot marc: any.ppOCllblc ~uirtmmu d~clopai uoXr I. Swr.

1mp1=tmo.*.., PIsn (SIP) 'l'I"""al 0' ~t<d b)' the US-EPA. Open b..,;"g ofootid......."""P' foe the ;n&oqu=t buming oflmd tkoring deb... dloeo.>ed.....'" debrio &um """!P'<y <le..,,'I' opcn..tiaM.1lha.l1. lUX bemmdw:ttd... l4. E.nrinmmmr:a.l. PnlCttrlon= 'l"b.t=.I:a..cdfill BhaD Ix ope=u.ttdin BU~ mm:nu'll.S. to ptn.:=nt -air, 1md, or 'Wllt~ poIluo. owl publie I=bb bo=l>.

35. _cd AQ6.1l.< 1>od6IJ oholI be openeed oud tllOiI>I>iootI to peoveot opell bumiog....~ owl

<he "P'" cl=plcg of........

36. R<<<>RI Ke.picr-A> it beeom...nibbk, tile &>IIowfug infum:wioo will be tetutd<d ood =oic<d It the VEGP slI:l: :car chC' b.adfiIlin t.a. opcntirlg RUl:l:d, orill a.a..Jm:nar.i"c.1Dca1ioo. iII~to"'Cd by the Ditr:ctci:

[ a.mu.WI"",-dal= eote pImo wi "'Y m<mitmiog,...ring, "" U1aIytieol do.... mquited by RnJ. 391-3-4--~ 1oed -.12;

b. r. pecoion....:Otd.. 'mining procod=o. sod ",~~...oo proord"", ~ In oecdo<I <<l of Rul<

391-3",;

e. An, dcmoaltIlltioa. ~boo.. &ding.1:DtCXIi.IDr:iDg,. tcmag. D.[ aW)1ic.a.1 dill. lot mqainxi by Rule:

391-3""'11 oed -.12;

d. AIryMSWU'",,;t de.lgo.do<umcn..do<l fot:pa-ofIeu:ho" '"' P

<DOd...... in

MSWI.I' W>it

.. ""l"i"d.ode< R.IIe 391,,1-4; lnspecrion completed b' ddillona\\lo(onnalll>" Ifp'ahibltcd wur. oh<trwd in lhe landfill, ""'... ~ t~ r",,"inea,ion'0 envirooottnlal -pedali.. / Deserib<: to del.lulllllY prolllbllcd " L The follO'l:l'iD& 'WU(cs ue aec:cpt&blc fot didpos&1.io. the boIWI. Typkallr. w}' "beta ~'U~'1"ill be: dioposcd nf;" the A,beomo T__

23. PROIUllI11!J) WAS'll! PL.I,N S>cb Jood of...."e..ill be inopee<od p<ioc to ",",pol' to theIondliI1. wi '"" plo=, of e>eb Jood in.

t=eb, '0= """ ptQhibited.,.,,,it IlOt diopoo<d orIn th< laodlilI. !Ir. ioopoetioo ehectlin o.imilu '0 th< one chot.m. bdo'II" ~ be uaallO dlJCllmt1ll me imIp<<Drrn..

Joen WQte ~ Wuu thillwil] GOt 01 is f)()t lil::dy to etuse 1et.clu;te ofet\\viroetmeOw CJOl:lCef:O. Such "iPll4ote I. H_lD eortll-lik, pend""". ",ncme, """,..plooIt, ro<l;, bcieb, yonl_np..tumpJ. limbo sod lcaves.
Cot'ltU'\\l.CtiO'11 &nd DeMolition Wuu:

M Wanc.l:ltrUted to wnrcttcd l~, brid; COB:rdll; ~~ loow.r;on,lDdJlI oidin& p1wnh1ng lU=eI sod od>" I1len b.oding~ Ibio "",.. may",""1Cnn buiI.~ 1I'I1.tct:ia18..'Cd rubble £:min eoostzuet.l.o~. rctnOddiQg. rcptir,lld tIc::moIiboo. opc:oationl 00 pa'll~ buiIdlDgt "'" 011= '""""",,,

AI~..com:.:in!Dg \\'Vote* Wam: that: i. iD pan. Dr totally, compoecd ofa!bc::!ltoa,
DOD.~b~

mincnJ t:bi.[ ocam i.a 6brou1 fonn md it dll6sificd &J. bu.ud to ~th.Th.iI wa.m: rna)' include imWarloo, mmia: board.,pm DlI.trrial, and lmlkcc l;mICIlt-UbmD5 fiIllhcxm rcruNcd frmn rlx cnclingtO'li'Cl"!. ?-b1B mIIr.aia1 wilIbc. dUipo.scd Dr in.. trcoch lijXrlfia.Ily daignr.d to I.OCI:pt ubcBtoe-ooDDl..in..iDg~ .lnar: I.n.duBttW SoIid-Wu1:l:* Wctr..limitrd. to iIx:rt ma~ IItIdI. Il.!I uouublt. urn cE~mI:L " P>drillgM...mJ - W..Ie.uch..-. cmIhootd, l"I'" sod poI1et> " Otbec M.1cW - Om.. """" mo..mI will be ou1harized by <he F..:.-im,...,.,o,J Speci>.Il>'..,....... by-- C.l..SebilJiI-

8. Soil from <he......t<ol tt<neb,.;n be,"""'cd "'" <he."'.. =neb. 'Jbeoe ooiI ~..;n beo£ mffici~1quantitr Fur dtll:l mnrn:hly irn~ IDVC" and fur: fin: pmrecrlon occd.&. A mirtimum (Jr 25 a.dE yoalo of ooiI will be Up<...uhin 200 fmt of the wuUios,.mer.of....."" oIl titneo foe fu. ~

P"'P". Sil' bdng will be ph.tod olong me I""", cl",";on. ofme """""tyooil.tod<paeo. Sincx t=>d>co will be b.ek6lJed with onl)' 12~'" of~e origirJll,1roU(ri11 ftlnOvcd,. r.h.ere '*7.111 Ill""..)', 'bc.ilWge voIumc.of mJl,tt:ci(I on hllflcl for tor:t.l:med.i.uc.e<J\\!eta.nd fir.e ~ 6. 'MO.IHhl.y, II. minimum one-fDOt la)'C Dr ir:m:mlrou.rc ILOi.l ~ will bI= pbud. D'V~ tM~ wmKi.JJg lumct ofthe: WDtc for thou:. trcnrhell used In that mouth,

9. Th' Cb=lo"l'~ is ceopoooible fDO a=olI~ of the 1UIdBIIlD """'" pe=i' """I'Booee

~th tbt ec~=wu~ ofi..~

11. Di~ uouocl the pdimdu uf the Il.Cti,ve uwl:h wiIJ. be uc.tcd *1 nted.cd to miaimiu: I~td:

NtI-oo tQ the ltie. The ~IX.,baD be: gnadcd Il.nIC3 dtl.i.otd to Olinirube c..rosiorl~ tOd to drt.io WIltel' &om the .u<fo" of'h,lsodAn. Rutloff "' """",..;,< "<0<1>.. wil' "OW <Jow<, m, 1 \\10 <=eb-gNd< dOl'<. ~ I:hr:: 5ln::r ~ (bay bale! DJ..I,y be UKd), mta II ~ wmp. Prccmnding 'WItcr: in the oolI~ lIoUIllp 'i'o-ill be pumped into <he odio=n.tmm ~ dltrl> "'" llDw., 000 of <he Sedime.tPondo (LFJ-lli '" IF.l--02) within the: projcdbound:lay. Tn lIddil:ioo to thc:3c. Ioe.Jizcd 1W"fKc."'"'tQ" wnirol tt1~W'eI.an:nJl.itc:::rw:Iil.cc; Wit=' it m:anagtd uodct lI.ute luth:.ce fttcf~l rV.an. P'ilkd ttenchet and dlltw:bcd..rcu IhAlI be 8""od..eqn for ",..., 0Jl<i uti..trtll<beo. THE DIl.XTRA GROUP. INC. 4665 lDWIlR ROSWllLL ROAD, 11154 MAIUIlTrA, GEORGIA 30068 Southern. Nuclear Operating Co., Inc. Design and Operational Information Plant Vo e Landfill #3 [ V'WbIe mrloolcno lD the ",,<old< ~'" pmbiliitod during tile ooIIeetioX>, pmeeo.mg, l"eking. """porting or depoUrinn of allibestD6 ooat:ainiog J:IWttia1. d)l(rnmJ......u.iog **b""'" WJI behandlal oed diopoo<d of;" o=nlonee..nb 29 CFR 1926.1101 "'" Plant Pro<e<b= OOU5-C ~~t~~~~t====~~======Pc°~..~-~*~'*;vf,D~A'Y!!my DRAWINGNUMIll!RV3_06 RBF. lTI'I-I! 10/19/01 ClmCKEDBYI :iCA1a REFHRBNCE DRAWING Nooc

29. SPECIAL WASm HAMlUNG,

b. A.bc:l1l;OI "IltU: wiD be. covered writb..t lull; 6 it'Cbes ofaM im.medi..tdy dfct c:acb.ddiboo io:to ~

ube&cos 1tCOCb. 2~. No OlMrte "Udw"" l""""!ng >oeb ".tuoddJng..m be pafonned. 26_.o\\1I tmplOju &dImei will be pt'O\\idcd..t ih~ WOP. E.mploju &'cititi(:f. include rat t'()Oma. drioldng wm=r. td~~ fu:n aid Uld. (Jffia: _pact_ .. 'lklondfill open"" oed per>ooo<l bondling ond dlopooiog of..bcnno oed..bcnno...,..;";,,g_ "'"" fi>lknv ~to ci29 CFR t926.IIOl ond !'lotH Protrd= ~C.

a. The p.LiAncd -ubQtoI UUJe.b wiJl be loa.tcd witbic the~ portioA of the bocUiII u ibdic::ucd CJ:Q Sheet VJ.02. The ft<&U:h will be daignated fm..1xsmo""' ",<I,,,i'<ly. The =eb will be=-_

~.oed........m be limii<d to.o<booi>ed~ d.1fprohibited w:;J;!Itr iii o~ in l:b.c.la.ndfill m=ncl: afn=r: di.spoW. thr wutt. 'WiD. ~ u=1DIJftd &am. dJ..c ttcoc..b and the. ~~I1Ilh11t pcrsonll~ will be=: Dtllifi~ immmiatey (pmhiI>>ud waur dispo$td of in lbt: landfill rna>' n:qW:rc Dlxi&u:ic:m. to llPD). .. Non-men Commu:tio:n w. Dcmn/..iban Wa.m,

Non-wa"t lnclmll:ri:d Wl.!l[~

.. nimn<<I.iaJ 'W1Urt. ~ at1f 1P1IItr lhu c:oatri.nJ p:a.tbokagi.etl WU[e, biclogj.oll wute, Of di.sorded..mt!Idio.l cquip:mr:m. but docs not.iDd.uh: such. ~(C rhu h.u bu:a ltahiliz.ed miDg aD. lJoly%,er TM type: treQ.tmeal '~'1iron.

Pu!!qldbtc.w...,b= -WQte: tnl.tqllicklydo::ornpota by mi~m:I. Enmpla olputreeo'b1e w-.u=:

iadudc, but uc. acr ~8an1)lmrntul to.~ ~Ir:c.tllimal ~ mu..c. dead a.nimab, gi-rbGge.1ltId ...." tho'lo coo<>mitw<d by >Ueb...terloio (>Ueb.. "..." fu>m uffiec..... <OOI>iDlllg c"ool-l. II< Plant Vogdc, ~(C ~dllla food, lilluid!, ooff= grm.mdl, and 'WaI~ &em the Ute g,fi::tc:ria aAd. offig: IIRaliI OIIII!it 1Jg dblJOKd. ofin M::PILD'b::; dUlIlJ-t:aI. that. an:; NOT dUpoKd ofin the Iitf; IaDdfiIL

~WUtC:
HAdiOlleti't"(: Wut:
Ftee Liqo.Od W_
l?CB--ConWnia,g W:IUU.
Soolwy (."'..ge) IV"",
Nno-In", 1ndI>>..w Worn:
_le.uch IS elpitul ebemia.lo oud produeu,.pem!igh' bill....'lJ<O' bottci... eot....ted deai.........m ood ""boo, oil dc>n.up d.bC., d"Ili",I.plII eleon-up ckblio. wi.!",,'

oil ood bjtl...llli' 61=0.

Otbc WeI%:* md1 u upbalt Ilhict;l~. c1r.cttoo.ir;.. circUt oo.ml, t1c:np t:ita. and rc1nidoo ex CR.'],'

mouirmo. c.lf prohibited. wutc 1& noted 10 :I loa.d, prim [(J dilIponl in the l.a.w:ifiI4 it...m be: mnovcd a.nd the rcspomiblc ~n(]nndwi1lbc.nctified.. Ii.. 1."h.c. £hl1awing :w=rdicg ~ will be: th.c minimum UDOLm'QI :lpp1i~ [Q t=!ot:llbWh ~tu:i..Dc Dn I:h.e clcood =d>..w od=dimubcd.,..., b, The Il"""'d._,ho.>ld be.hoped.",_"",.10'bt "luTm="" be uoed ufeIr oed elIidendy durio8 ~ prcp4.tllltiorl. fUl:iU2'Jl.tiOfJ,IIC:CdLng, mulching a.nd rrWntC:nllnCe of the 1'tgett.tion. No dOf'Cll will be tttc:pet tl'IM :3 to 1 pdjet. AD fOOtS uId 1()()IC.: ~ 'hilt 'll,IOuld ifltetf:cte ~ih KCding. O!' mAlolCtlJllClC thIlIJ be: f'CmOTed {rom !.he Bl.lf.&o: prior to accdiog.

1. Il=."", April 1 "'".'rugwo' 31, '40 peund> ofSeoiuo. r..p<d=,:1D potmd> cfP_llohio 8"", 2C peuodo of1It:t=do gnu, owl SO p<:'J-Odo of bm.....top nWlt< 8"" per-=-

Z. Ilctwe<o S<1>t<mbe< 1 oud ~l2<eh 31, BO paoodo ofs..;"'l.eopcd=. 50 peW>do of aIlttUal ty<,wi \\ 12I"OllndJ of Abll::O'Je t')'C per A(!'C.. When dlc: fu:tt.lift of an.aive. D"CIld\\ n::achc:s wtthin.5 feet of the: [W)Off cdIcc:doc !!Ump, the. aaive DlOl:!thIy ........ edl,,;n 1>< clnood (I*foot minim"", t.!'" uf eo>-=l oM th< eoll<aion-. ol""ll wi<h tho _olmog potlioo of lhc-trcndJ. will b~ bacldiIlcd with ~ up to Ihc ckrl.Uon of the: top of the fLat lift. *1'0 ioc(]Dm1omte JW:1gff from. the. Bcmnd.llft of the ~ 110 DCW~ coI1cdDJ.lWIIp w.ilI be: ICXCII~ OUf Df WI 6IllRl.terlal aa:ordiflg to me. illmcm.icm indicau::d l)lI rktaiI 5 (Ows. No. V'l-OS). .. Ifoecd<d.. 6ndypund ~ lim<ou>ot.ho.II be.p=d....,ty 00 th' gteund.w£oee Jt the nit< of 1 to 2'00' pet "'" pU'" en J<&rifPog the gteund In Prq>oR~oo of ooodiog. d.. Seed.Jhall be applied ja. me 'iil:ilDtitir:s SI,shown mtbcK: Ipcdfi.a.UI;JIlI dimQg the propa pWni.ag IcaJOIL FeniIi%"wn be"!'PHed of the 10-111-10 gruIe..i1hin. ~of600 lD 1200 peondo pet-=- n.. feniIi= _baWd be. B~ '<Lith lLlJ, sgticu.ltuI:iLl-iccd ~adcr, cu1tipa.dJ:z: UI: other appropriate cqu1pm.cnL

12. AllIl""....J will be IoheI<>! In "",m..c. wfth U"s. Depomnem of AgrleuI= '"'" ond ~"'"

UIXkr tI!A: euttmI: p~ Seed.Act. PlantiDg to ClIt1blli1h n:ge:tUin: m'Rr w.i.1I c:JiCCUf wit:hl.n two wccb Df 6naJ p.diDg of the ttmm gmund mvc, m: in di5tnrlxd :un.Il that..,.m n:mai..o. aposed for morc= than ml:' omotbo, The followfug pmeul=> will be IioIJaw<d,

4. Quality Auunm"" and Con1rol Pmcodm<!o

4. 1bc Decd 1m mcthrnc gu toDtrol 'Iem> will he.....,0:<1.1"'"..JW,o: of tll<tb>.De gu lDigariOD and appropri:l.te: rccommc:ndatiOnJ impkmentcd. Thif,..,t;Mm(flt tnd~ remedy "ill be:,ubmim:d to nPO in the: fOrm 01.. :remo:li:ttion plan within 60 <!:II" ofa ftlidated findmg or moMnc: gal mign..tion.

Samp1ingwiIJ. not be pcfunnc:d if cm:ditiom coodudve to m:c:n:asing ~ rom;conm,tiom an: pttxDt (e.g.
IW,Jl:mcepi prasy.rc.lul mAO t.tm08phcrie preasure). In d:tiJ ~ wnpliog will be ddt)'C:d u.DI;Ilsueh eQndition, ~s.
2. Upoc ~D. oftadibgI above 2S pc:te:cm ofmil: LBL jc &.c:wty itNa'tlt'el or mlC LBL at &.cillty bo'.uu:t~ itnro_r:r: noti.6catioo Qf EPD lI..Od loc:ti public.fay aUJ;hm:itiCl rrd u the. lncal bl:ll.ltb disttitt.
fin: ~t,. and law mrorcm:u:mabID ~~ U 'llpproprlur.
3. The tDO.Qitodng ftcqu.tOCy of the subjo:t monitotiog atlttiool will be inacucd £tom q,u:e.nctIy O\\ocitoring 10
..""tbIy """"'Dring..,01 ",ch tinle.... the !""hl= i' =cd 0< dctcrmio<d DDt OJ poII<
oigcili<r.ct _
to tM. mvironmcnt. pnb!ic hcafh and.-Idy. Rr.PO'" u> VoWdarcd Fmditog of Mcdaoc Gu M;gn.tloo f! *..Ddalcd W>Jlog ol D>Ctho.cc gu mlplioA_. toDtingcDey plu will be Impl,",,,,,,cd """;'Ucg of tbcfoll"";ng,_
1. VcrifiCldon ofcqioUvcgu "'~by uDn.,dU"er=sq
.. Gu production will vuy wil:h dwJp in I:Cl5OnIO and clima.r:ic. condiJ::ian.I.. lli.c.b a.mpli.og. ~ mw.t bt: oooduc;tcd WJdcr Ihc WDc OODditions, Ui ncar lU possible; u the pn:a:ditJg event. ~ em, opcnmr 'WiD m"itw me-log of tbc: time tnd co~ which C;(istcd dutiDg tbc. prcc:oJin.g !IlInlPJio@:cvcmUld.ttI;C1Pptto ..,...", lhoo<....un_.. c=:dy.. ~ duDog "';'' C9CDD*
5. EVlI!U.tlDO and ReponlngofMooilUdog&Oulu
" Idct!wle 8'" ~.IWI_=125 pc<CCDt ofthe 1Dwcr apIooivc liUlit (!.EL) nI= (1.2.1 0/.) fix gucsio. &dliry.~ Maballt mooit0riD8 mull> will be reporttxlon E1'D Fonn SWM.19/Rcport 1lDd ~ by. P..._ EngjD",uegis,ctedin~ State ofGcoz;:ia. Tho tepott..ul be ",bmincd '" EPD 'OitbiD fiio=>(l5) da~of Gog.... """l'kto:<l in."",tdaocc 'Oilb the Wtnlclioo.l """"""" ill IlPD G\\1idaDcc docwocm,dared May 2J,19951lDd "~cd, MElHANEMOro..'TTOR:lNGf>TMUNlCJPAl.SOllDW!oSTEPA~ The &cilliy pccoD< n...ber (017-OO7D(L)(l)) will be ioclwlcd in the hC1ding1 of 011 monitmiDg repom. If tcpom 0= "",.=I6:t1D EPD tha,...ill<ompktc or ilnp<opcrIy ptepu.d, * =0:<1 <cpO<t 'OiII be _h<nirtcd ,.;,hiD tltirty (JO) do,.,
Stmpling muat be cocthlacd wbco gat po::stiWU &re at II. rnuimum. Su;b6ut&c:egal ~ have... dNmaI qdl:.1..Dd gmcnlJy IlI'C I,t a muimwn during the Ilftcroooo. 1'bccfo~ ~ W11l be conducted after 12:00 Dooo.
Methane Gas Monitoring Program: MllTHANIl BOLT 10TAL MON1TOll N E I'.l DEPTHEJ. WIlll f"",d f"...1 MM*7 9631.6193 71l26.oo39 257.56 2J2.56 MM-ll 9361.2699 7341.2712 272.99 24299 MM-9 9127.9166 6980.2829 268.32 2J8J2 MM-1O 8809.0079 7253.0077 257.95 227,95 MAl-II 81108.1725 7841Jl269 259.39 23439 MM*12 9248.~36 lIOOJ.8J02 27<1.8(\\ 240.86 ThU Motiw>oau MoniOJring Prog"'" hu 1x= <bdopod 1m th, pOnto ootid """ landfill #3 ~ by So.tb<m Nwlcu Op<ratingCompany.tPWrt Vcgrl<;" W'Y""'OOro. G=g;a (Bum, Co"Y)' Th, objcaiv< of tbb bJOnitnrlDg prognm,.. "'q.m.d by lh< Gco~ llnvi<~ Prot.orionDi....., (EPD)," to d<t= the lI.ttuJ IllOVcmcot of potemi.uJy c.pIosiTe _
" <be ",_1 0UId ~""S "",..mode migoltlon p"tIlwty>....-l neA1by DO~rc 'mJauttS. 1'1Je in£ocnalioo gu

h~ &om ~ ~ monftoring,tl.tioM will he U>>:l ro cnlua.rr: tr..c patmliaJ. aplo!.ivc: huud. aaMKiamd with tlu=o ac:cumu.bdOD of~glIllill~~ mr.mdban.c gu Ibmo:"lhilny _IS (5 OJ 15 pc=nt. by vol"",,).

2. Monitoring Sy.u= D.aIgo ""d Conatm_
Th"mooitDring.,...... con.si... of6 ncwmooitm wdb (dc1igoaciom MM* 7 tbmugh MM.l2) a<1o<ario<u 1roWId cbc pcrim.ch:t of me 1abd6l1. The: "'clb 'Were ~ widl a iaccocd. intc::'VIJ at appro::Urmtdy 5 feet co 30 f=t bb (MM-ll,9, 10, 12).. 5 f<a to 25 f"" bIs (MM*7.... MM*ll). The locatioD1 of the weD, _ will oompri>c !be monitor wdl ottWOtk fo1: l-.odfiR #J iU'(.1bo\\Irtl if) Dwg. No.VJ-.02. MIITHANE MONITOll WIlll AS-BUll."l* DATA TAllIJ.I P1:ioI: to iaaa1W:.g the Mal' mooitor we:1b:. oo*~(e ~ saee:aiAg usiDg bu puoch hob was coM'uaeG to..",ist iD tdcding &na11ocatioDa lor the new well,. ne objective Qfthe~ 'V."Q fO pn:vcm iruJtIDa.rioo. orthe monitor wel4 into f,KIJlC cxlLJ And CIlIill't wt.-Ilinbte~ uJ;secm 10 the ~ cc1b were tdcacd. AIl tlOV monitor wdh ue OOIlItIUacd oroommcrci2lly20va.il..;.~l-inchimidedWndcr, ftuili-thn:adcd Scbcxiulc40 l~C cuingsod. Number: 1().20 a.1ot ~ The: Knt:n 1=Jgth is 2S OJ: 30 fect mel XC to rnUlDirot aD. c1cva.Gon of .pp..."""'' 5 f<<t OJ 25.. JQ fcc bl*.,Mucti<! UKd 10 ""'''' the 6It<r P"'~ """isrcd of~ .nikblc, ch=it>lIy in=, weD ","-,,"cd, dUncoilio>lIy,olhIc, p"&,mt ThcgavclF en""" OJ ~lOp of the wdl acru::n., followed by.i.J: i.nc.bCl ofroux IILlld. DDt. root ofc:bmbIly iDC't bmtooitc pdIa3 ~ used to.r=aJ the amwIar ~ aOO'PC !:be filn:.t" pilcL 1'hr:ec to 6.~ fcc:t of cement and bcl:m:mi.te miItun: ~ p]a(zd~ the baltool~..e.!, AMCN.lldcd ~ pad w:il.h, minimum mdiuJ of tWO fcc. wi. p1lccd at the;,ut&ce. E.Kh'wdl Iw * !",,=lTe "ed.Wl<1.op cover whh
ptoreetl.. cap.... Iocl. 10 ptCTUll~. DcWl6 (D-& No.
V3-07) abow:tl :I. typical mdha.nc mocitQftng wdl and monitoring poim marku. A tl.bte. thlllt.ummama. mcrlwlc wd1 u-buili: Ctm!ttucDon inli::mnat:ina is provided. bdaw,
1. ObjL'Clivm G*,"co tbc: tdlttivcly b.igb..lility of tbc "b~-.m u.t.its to -reAdily ttUlsmit '-Oy ~ul~ l..-odfilJ gu. petiJnetu
..0Di""...u. uc >=<d 6:t1D.~<dy 5 f"" '" 30 f<a hb (MM.JJ,9, 10, 12).. 5 f= 10 25 f= bIs (MM., ..d MM-ll)..".. u< totWd=d..lcq..", 1m~ any k=l gu migmDon. No....,-mode gu migt<tloo pal:bw:il.p; arc kDown. to aist at the 1aDd.6ll. I' @V3~7 N.T.S DETAil. PVCCAl' TYPICAL METHANE MONITOR WELL f 3' BENtONT.mSEAL)~ I ~ SAND ~~:==Uf--=1==I=1'MINf='==~_L/_6'_ 1Y1'JCALMONrJ'ORlNG I'QJN]" ~~~D~~mo r..oCKINO STEEl. l'ROTECflVE CASING STI!IlLSThNDUPPIPB ~'" ,\\\\, / 1/~"WIlIll'HOLE PBAGlL....VEL ~~ 1 \\j{ MIN. 2 I"I". DrA., 4 IN. "".....1--- I---V 3'L. TIUCKCONCRIlTllPAD ~I'. 1'. I' D~\\. SCH. 40 PVc, l:\\'SP IlAJ1ID 1/ SCREEN lNl"ERVf>L FROM Pt>croRY PADRIUTIlD SCRIlE.NSWIll. APPROXlMA11!LY 5 PI'I!'C10 BE INSTf>LLED WITH 0.010"]'0 0.020'..../ 3DFEET Bl.S (Mllt-5, 9,10,12) OR sum; ~~;,5PBBTlllS(MM-7 1/4' Mll"I, PE.\\ GRAVEL /L!-"7"'=----'--------'- IlND CAl' ~I---+4' MIN. BORllHOLEDIAMEmR 6, Mclhaoc Gao Safety Goiddio... MotUtor.ioginO.asite~ T"Q!" aD ~~ within 300 fcrt. of'dir lmd6ll boundur, mdh:I.ne. ac.nxcing olindoor air will be oooduacd Monitming in ouite II'tttlctumI will be conducr:cd at timcll when dilutica of indoormis minimized and. the:: l:OQlXIrtDtioo of toll gu J.. gpcacd to be ~t it1 bighClllt cooccatI'la:iOD, fa u after '" IN!ld.JI:lg: has bcco dMcd Cor: IN!~ or O'o'ernight I11d 1>>hen the Klt1 tuftsee. hA$ ~ wer or &<nen lot.evl!!'ll1 daY'- Cuft'enrl:" ~ are no on8ite,tt\\1Cl'I1tel> in the \\"'icirrity oflandJill #3. "l'bc foIlowi..cg gaiddincs will hi=: followed b)' pc'Ioond WMn IIoIImpling at ttt, Jand£ill. ic IlmI.S ~ cnofinncd level" or pmentiJ.Dy dangcona goes:
No pcnoc will C1ttl:f t nWt O[ a ttCOcb oo'll kod611 witt~'t tim ~ for the. pteseDet ofmc:th:a.oe p.
The pc<1OD will also.......rf<ty _ ..th **cooed penon,Wldicg bl' OJ pWl biIn D'C ba '" ufuy. Ar:fDDt=. inmlling wd1Jl in.1:I.ndfill wiD ~ 11. ulery rope. to ~ &niog in thr: bmr. hok Opm 1mlcI WI'TI bca:nrc:cc:dwbcnthcyUCldtlHllotWJda:l.
3. Gao Monitoring Pmcodm<!o 1bc wdlr will he lllOtlitoml in ucordanc< with the~ ><bcduJc,
Wc1b will be: mooimm:l quutc:cl)' until '& dmlOOlIb::i.bOll can be ~ co BPD tWit mctbaoe= m.ipt:ioo from.
the PlI.ot Vogdc l..d6IJ pta_ DO tI:t<tL " Scnob>g will be !""bihOto:<l GO tbc kodJiII wb= driIliDg, aca~ or in"l2ll>tio.n ofcq<Upon<o';' tUint< pllce or where:au i, '1(:tl1;ing from the landfill
CoDrcm:l. gas from 11. mcchaniWly cvu:uattd S)'"UmJ lbould :a1wIlYll be dmmd to minimiu: air ponmioo lind toy potea:l.taJ e.pJo&iveor ftte ~
.. Methane gJ;s in 11. CQOC.COI:I:I.tioo of5 to \\5 perc.em Q an a::pl.oei"c. mWurc. Ga.e u.cumnhri~.dxmld be mDllitami in mc.lo!;cd, a:ttu~ to insure d:w apIosi~OOIlditillD!l are avWkd and.ifdn:cctcd. approprial::l= aaioa. is WCI1 to noid a &oulCC ofigoidOlJ and ttl vcm. the il>trualU1:.
'M0tlit0r1tJg: in" b::ocaI:h,.Dd uound Iliu: S~ 1IriIl be I part of each ta=dag tn:Dt.
~f1tcare DO appUablc _=.. the l'bol Vognlard6ll #3. An P""""'",..,m"g 0... hndfill will he pro'Wed ttrirtlog,~the do.ng<r posed by l2nJfiUgo""_ PCSOCDcI opcmti:ng lafcty equipmcat llr[y.uJd the knd6.ll.....m be. tborcughly mined in its UlIC Illld bvc:l.car undem:anding ofthe meaning of ObKrv2.UCXlS DlI.dr. with tbr monilDri.cg cquipmmt. Mon:ittxing cquipmcct mus.t be: paiodicaJIr aJiba<<:d to amw: (;QI[.tinucd~ in the: n:sul.b.. 1 11/"/04 I """............. IGH.lI I Ill\\'. I OAm I ll£SCI\\II'IION I B'I"""-I-o """'l<"'" fll.O,IRCrlt.'O.o5N_""" __'_V_" ,IUl>W>m_* __.._.._._"..;...:..'N..;.'-II THB DIIXTl\\A GROUP,INC. 4665 lDWF.ll ROSWIlLL ROM>, #154 MARlEITA, GEORGIA JOO68 -u.DM'WJMCl.nB~arll1l~~.I.LC-Ni.>>.t.l.I.~11OIQCDtlT.ItDaP1P.mKJI.'l.ro Jll,KlIJI"l'DOtiJ1Dl!!:N11AL!I'I'ntHABCD'IBJ!I'T"'IBJIl](I"-"'IDNOTroEDDa.Q5IlDro.unomlil.~PWiI m~'Wl"DIOUT'DlBlID'IE3!I!DftInDl~OI"H!lD~Cl.OIJI',JJ.L:.nIIJ Y1U'*1NOSfUol.LtiO'T.aL&JmD:lUC'l)..VOl'~,,-YlttQll'l'Oil~'ftl)lfte.~. 1..I.Cvuu..Au.IUOtMOf"IlilI!\\lQlIQl[~UI~t!'oI'l'liblDM-.rolIQA.t..i!D:i'IW!iI!iL'i'Wi!lr.ED:n ""~,u.c....u:::II'Iii:"'illULtiU't~l"IICLIl(JI.P.ALTkh'~e-r'IOI t'l.....~A~A.(;tIJlt:"JI(,'l!(JjI~(7nI-IlCATl(Jt.l'nn.C1trnl,o.<::-ew:~IlJ;..11)~nml:;JL'~.l,HI;I-'Q.. Q;,1rlU*T1*QJI,(JIi'TOullf~"'.IJ.('. I 1 Southern Nuclear Operating Co., Inc, Methane Monitoring Program Plant Vogtle Landfill #3 I 1 OH.AWN til\\" DAm ORAWING NUMBBlt ~RJl~P~*t ID~"'~'G~.~N~U!llll~1lR~t 1=====~lm~"~=====~!iilOO;;;a~'~O/~19~/O~l--1 V3 a ~ C1l1llX1lDBV. >CAm - 7 ~CHDRA~ ~D~
CLOSURE PLAN TABLE 1 MUNICIPAL SOLID WATE LANDFILL CLOSURE CONSTRUCTION QUALITYASSURANCE REQUIREMENTS POST-CLOSURE CARE PLAN
5. LIMITED ACCESS

2. GROUNDWATER AND SURFACE WATER MONITORING SCHEDULE

7. POST-CLOSURE CERTIPICATION

8. POST-CLOSURE CARE COSTS IGliAl I
I BY IENG*IAPPR nils DllAwmC IS1lill Pll.Ol'f!RITOF 1UE DlllIT....oGROUP,lLC AND.tIll.lNfOJU.L>,TlON COhTAlNlm IlillRON ISm liE }W!'TCONFJDENll....L llY THE REClI'II!NTTlll.Htol' !lND Nanu Ill:! D1SCl.OS!!D'YO.'ili."Y anum l'l1JlS{lN,FIRM OIl.COIU'Oll.ATlONWlTlIOUTTIlJ.!JIXrJtnSYlOWRrI'TIi.N CONSlOIID.ATlON OI'Tlill Or:nn.A-GROUl'.u.c. nilS nItAWlNGSfMl.LNOJ'Dnu:iIIDDIREC1LYORINDJJtECT[.YO:ClWTfNIXlNNHcnoNwmlnmoexmA-GlIDUP, llC WORK..All. RlGIm; 01' DE:ilGN all. INVENTION nlSCl.O$lln ill nUl DItAWlNG AlUt t::It'PllM.'iLy lU!Sl.tll\\'1IDIl\\' TIm DI!XTIlA-G!tOU'P.uc. itflClI'JlP..<TSHMLNOTRl!l'RODUCII IN WHOU! OR PAllTANY SIl.CTlON OI'7H15 DMWlNGAND AGIU!.eS UPON NOTII'lCATION IlY 1lill Dl!X1fu\\-GROLl'.u.cTO lUmJl\\Nnus DRAWING AND AU. COPll1!iTlillllOl'ro1HllOEXTIIA.cROUI'.u.c. THE DEXTRA GROUP, lNC. 4665 WWER ROSWEI~ROAD, #154 MARIE1TA, GEORGIA 30068 REV. I DATE I DESCRIPTION 3 112/31/041 UpdatcdProo:xlutes PROjRCTNO.:SN;:O;:C-.:;01;:.DO:.:-;.V-02-=- PJLEN';.;AMllo*;.;V;.;~08;.;;.;a;.;o'.:;=;.;&~p;.;c;.;au. P_Juul n SUPERSEDES: REVISIONS: Southern Nuclear Operating Co., Inc. Closure & Post-Closure Care Plan I I Plant Vogtle Landfill #3 PLANT VOGTLE LANDFILL #3 POST*CLOSURE COSTS ITEM ANNUAL UNIT COST ANNUAL DURATION LIFETIME QUANTITY TOTAL COST TOTAL COST Final Cover 3,080 cuyd $3.50/ cuyd $ 10,780 30yea.rs $ 323,400 Maintenance Grassing 1.27 acre $1,500/ acrc $ 1,905 30 years $ 57,150 Sediment Pond 0.2 events $ 6,OOO/event $ 1,200 30 years $ 36,000 Cleanout Additiona.IE&S 2 events $2,OOO/""cu' $4,000 30 years $120,000 Control Inspection 4 events $300 $1,200 30 years $36,000 Mcthane 4 events Sl,500/event $6,000 30y= $180,000 Monitoring Groundwater 2 events $10,Ooo/event $20,000 30ye:an; $600,000 Monitoring Surface 2 events $ 2,5OO/event $ 5,000 30 years $ 150,000 Water Monitoring Groundwater 1 event S2,OOO/cvent $2,000 30 years $ 60,000 Assessment Monitoring TOTAL $56,085 $1,562,550
6. METHANE GAS MONITORING Access to the landfill will be limited to personnel required to perfonn the post~aosureCare.

a. The activities will not increase the potential threat to human health or the environment.
At this time, no specific post-closute usc of the property is identified. Post-Closure use of the property shall not be allowed to disturb the integrity ofthe final cover or any other components of the containment system or the function of the monitoring s)'litcms, un!C/lS the EPD dctemlinC/l that Following completion ofthe Post~aosu:reCare period, the EPD Director will be notified that certi6cation, signed by a Georgia registered Professional Engineer verifying that Post~aosurecare has been compkted in accordance with the Post~Closu:reprocedures, has been placed in the operating record. Groundwater :and Su.tf:l.ce Water Monitoring will take place on a semi~annual basis. For a complete description ofthe Groundwater and Su.tf:l.ce Water Monitoring Program, see Dwgs. No. V3~10 and V3-11. Throughout the Post~C1osureCare period, the site shall be inspected on a qwu:terly basis to ensure thnt the integrity and effectiveness ofthe fioa1 cover material is tIlllintained. ll$ required by EPD Rules for Solid Waste ~ent,Chapter 391~3-4-.07(i),391-3-4-.12, and the mcility's permit conditions. Any areas in which the slope ofthe final cover is not encounging runoffof su.tf:l.ce waters will be repaired. Any areas of the final cap noted to be daIrulged from the effects of erosion, vehicular traffic; etc., will be repai:red immediately. The Post-Cosure Care costs for the mcility are estimated below. These costs will be updated yearly for inflation as reflected in the facility's Financial Responsibility documentation, The Post~Closurecover repair costs are based on 10% ofthe total area of the site per year. The total area ofthe site is 12.7 acres, thus 10 % is 1,27 acres. The grassing estimate assumes the grass seed, mulch, and fertilizer will be applied simultaneously by hydroseeding,
b. The activities ate necessary to reduce a threat to human health or the environment

4. SEDIMENT POND MAINTENANCE Throughout the Post-Closure Care period, the ponds, all ditches, pipes, culverts, rip-rap, silt fence and other drairmge structures sluill be inspected and mainmincd according to this Design and Operational Plan. Erosion control structures shall be maintained so as to prevent d:unage to the final COVet. Such structures shall include, but will not be limited to silt fcocc. haybalcs, and rip-rap.
Ponds LF3-01 and LF3-02 will be maintained in accordance with the Manual for Erosion and Sediment Control in Georgia. Sediment will be removed when storage volume is reduced by one-third. Post-Qosurc Care will be conducted aftc.r completion and certification ofclosure to protect human health and the environment. In addition, the owner will submit an as-built plan to the EPD. Post-Closure Care will continue for a minimum ofthirty years unless appropriate demonstration is made by the owner, and approved by the EPD. to reduce the Post~ClosureCare period. Such demonStr:l.tion ll1Jly be bued on the nature ofthe landfillcd Vlaste and on environmental monitoring results. Post-Closure Care shall consist ofat lca.st the following: The Methane Gas Monitoring Progmm will be maintained. See Dwg. No. V3-07 for program description.
3. ROUTINE INSPECTION 1b.toughout the Post-Cosure Care period, all arca.s lacking proper vegetation shall be grassed and maintained according to the vegetative cover procedures outlined on Drawing V3-06. Item 12.

1. POST-CLOSURE USE OF THE PROPERTY ITEM TESTING FREQUENCY BORROW SOURCE GRAIN SIZE 2,000CY (ASTM 0-422)
< OR= 3/4lNCH MOISTURE CONTENT 2,000CY (ASTM 0-2216) ATIERBERG 1lMITS 5,000CY (ASTM 0-4318) MOISTURE-DENSITY CURVE 5,000 CY AND ALL (ASTM 0-698 OR 0-1557) CHANGES IN MATERIAL PERMEABILITY (,,,,,old) 10,000CY (EM 1110-2-1906, < OR = LO x 10-5 CM/SEC APPENDiX 7, SECTION 1 ORASTM 0-5084) CLAY LAYER DRY DENSITY 1 TEST/I0,000 SP/LIFT DURING CONST (ASTM 0-2922 OR 0-1556) 1 TEST/LIFT/200 IF OF SmESWPE MOISTURE CONTENT 4 TESTS/40,000 SF/LIFT (ASTM 0-2216) CLAY LAYER
PERMEABIIlTY 1 TEST/4O,000 SF/LIFT LAB TESTING (ASTM 0-5084)
< OR = LO x 10-5 CM/SEC 1 TEST/LIFT/800 IF OF S.s.
DRY DENSITY 1 TEST/40,000 SF/LIFT (ASTM 0-2922) 1 TEST/LIFT/800 IF OF S.S.

MOISTURE CONTENT 1 TEST/40,000 SF/LIFT (ASTM 0*2216) 1 TEST/LIFT/800 IF OF S.s.
PLANT VOGTLE LANDFIlL #3 CLOSURE COSTS AT MOST EXPENSIVE POINT (l..7 ",,,,,) ITEM QUANTITY UNIT COST TOTAL COST 6" Topsoil 2,180eu yd $3.50/ cuyd $ 7,630 18" Compacted Clay 6,540 cu yd $6.00/ cu yd $39,240 12" Soil 4,360 cu yd $3.50/ cuyd $15,260 CQA 117,610 sf $0.04/ s.ft $4,700 SiItFence 1,000ft $3.00/ ft $ 3,000 Vegemtion 2.7 acre $1,500/ acre $ 4,050 Qoan $6,000 $12,000 Sediment Ponds Refuse Limits $6,000 $6,000 Survey Additiona.IE&S 0/' $2,000 $2,000 Control Engineer's $5.000 $5,000 Certific:ation TOTAL $ 98,880
f. Upon extraction of nn undisturbed sample. the sidewalls ofthe remaining hole should be scored and the hole properly filled with clay or a soil/bentonite mixture and hand tamped. A density test should be pe:rformed at the sample location. The repaired hole should also be void of any flaws detrimental to permca.bility, such u gaps, cracks, rocks, roots and miscellaneous debris.

g. Ifin-situ density tests do not meet the minimum. requirements, additional tests should be pe:rfonned to determine the extent of the failed area. The failed area will then be rc-compacted. The area should then be retested to demonstrate thnt the specific requirements ate met. This procedure may have to be repeated, as necessary, to demonstrate that the minimum requirements arc met.

9. NOTIFICATION OF CLOSURE Within 30 days of final lift placementin the final waste trench and prior to closure, the EPD will be notified of the date ofthe projected closure. Signs shall be posted as to the date of closure. The EPD will be provided with a certification signed by a Professional Engineer. registered. in the state ofGoorgia, to verifY that compliance with the closure requirements have been satisfied, as stated in the Rules for Solid Waste Management, Cb2pter 391-3-4-.11 (6), The closure certi£Cll.tion will be completed on forms provided by the EPD. IfcertifiCll.tion is accepted by the EPD, the director will issue the Closure Certificate and establish the beginning ofthe post-closure care pcriod, as stated in the Rules for Solid Waste Management, Chapter 391-3-4-.11(7). Upon closure, the property deed and legal description shaIl be filed at the Burke County Courthouse in accordance with the Rules for Solid Waste Management, Chapter 394-3~4-11 (4) and (5). An accurate legal description ofthe Landfill Waste Mana.gement Unit boundaries will be included in the notice of closure and property deed.

h. If a permeability sample fails to meet the minimum hydraulic conductivity requirements, at least five samples should be obtained in the immediate vicinity ofthe failed test. Should the replieate samples confinn failure of the clay, the area offailute should be localized and reconstructed. This area should then be retested.

11. CLOSURE COSTS Closure costs for the facility ate listed below. These costs were estimated for closure at the most expensive point in the life ofthe facility and based on the construction to be accomplished by a third party. The grassing estimate :l.Ssumes that the grass seed, mulch, and fetti.l.i2:er will be applied simultaneously by hydroseeding, The final cap unit price includes the cost for materials, tr:l.OSportatiOD, placement and grading ofthe final cover.

10. CLOSURE CERTIFICATION Upon completion ofthe fi.nal closure construction, written certification that the landfill's closure is in accordance with EPD's Rules for Solid Waste Management, Chapter 391-34 shall be provided from a Professional Engineer registered in the State ofGeorgia, as specified in Chapter 391~3-4-.11(6),to verifythnt compliance with the closure requirements have been satisfied. The closure certification will be completed on forms provided by the EPD, according to Chapter 391-3-4-.11 (7).

5. SEDiMENT POND CLEAN-OUT Sediment will be removed when storage volume has been reduced by one-third.

6. EROSION & SEDiMENTATION CONTROLS Upon closure, all ponds. ditches, diversion berms. culverts. rip-rap, silt fence, and other drainage serving disturbed areas, but not a!reldy built, shall be constructed and placed. All drainage pipes shall be cleaned to allow unobstructed flow ofstorm water.

2. VEGETATION METHODS Upon closure, all disturbed areas shall be grassed within two weeks offinal cover placement in a.ccorda.nce with the vegetative cover procedures outlined on Dwg. No. V3-06, Item 12

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. This survey showing the limits ofwa.ste disposal shall be shown as an "As*Built" on the Design and OperationaJ Plan. An a.ccu:rate legal description ofthe lAndfill Waste Mamgement Unit boundaries will be included in the notice ofclosure and property deed.
The final cap cover will consist of one foot of compaeted clean earth overlain by at least 18 inches of compacted,low~permca.bilitysoil (minimum 10 -5 cm/s) and 6 inches of soil capable ofsupporting vegetation. The final cover will be compacted to preclude any excess infiltration of surface water, prevent attnlction ofdisease vectors, minimize production of odor, and prevent blowing litter.
8. CONSTRUCTION QUALITYASSURANCE The following items present the minimum cover installation and testing procedures that will be implemented during construction ofthefi.nal cover and closure features at thelandfill.
The site and £i.na.l cover shall be graded to prcvent erosion by diverting runoffaway from the disposal area and d:raining water from the site. All minimum slopes shall maintain a rate ofgrade greater than 3 % on the trench caps and the maximum. slopes will not exceed a rate ofgrade of33 %. Thus the maximum. slope gradient shall not exceed 1 vertical to 3 horizontal Silt fencing shall be located around disturbed areas during cap construction activities. a, The compacted soil, low~permeability soil and topsoil cover layers are to be free ofrock, debris, organic material and other foreign matter. The maximum rock size is not to exceed 3 inches in diameter for the topsoil (erosion) 1ll.yer and 3/8 inches in diameter for the low~pe:rmeability(mfiltration) layer. InstaIlation of the low-permeability layer should be accomplished by systematically placing and compacting the material in no more than &.inch lifts. The moisture content ofthe low-permeability IWlterial should be controlled at the direction ofthe engineer, to ensure that the material meets the required density.
c. Visual inspections of the materials entering the site should be performed for changes in color or texture, in addition to any fordgn debris, organic matter and rocks.
It should be noted the wastes disposed of at this facility are construction and demolition debris and non~put:tescible office waste nuterials which are not susceptible to the aforementioned hazatds. Material to be used for final cover will be obtained either from a borrow area on the Plant property, or from outside sources ns 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 3 onDwg, No. V3-12.
b. A maximum of5 acres shall be worked at:any one 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 ofconstruction should be established to ensure the efficient progression of construction activities.

1. FINAL COVER Upon closure, all waste received at the site shall be spread, consolid:ated and covered in accord:tnce with the cover wd capping system specified in the Design & Operational Plan to prevent the attraction of disease vectors, minimize the production of odors and prevent blowing litter. Should the site be closed. prior to attaining the final grades, aU uncoverc:d disposal areas shall be capped in the manner specified in the Design &
Operational Plan, and an aSkbuilt plan of the site will be submitted to the Georgia Department ofNal.Unl1 Resources' Environmental Protection Division (EPD). Final cover, grading, surmce water management controls and erosion and sedi.ment.a.tion controls shall be constructed for individual trenches as they are filled, no later than one month following placement ofwaste within the final lift ofeach trench. >I< The establishment of a pe:rmanent vegatativc cover. Grading of the site to minimize runoff onto the disposal site to prevent erosion and to drain water from the surrnce ofthe site.
3. SOURCES OF FINAL COVER The one-foot soillaycr will be provided by trench excavation, or from an approved borrow area on the Plant property, The low-permeability soil1ll.yer may be obbined from outside sources, if needed.
The owner ofthis disposal site, Georgia Power Company, shall close this site in a manner that minimizes the need for further maintcrulncc and minimizes the post-closure release ofleachate to ground or surface waters or other pollutlUlts to the extent necessary to protect human health a.nd the environment. At ll. minimum, closure will consist of. TIle placement ofa fi.onl cover consisting of one foot ofcompacted clean earth overlain by at least 18 inches of compacted,low~permca.bilitysoU (minimum 10 ~S cm/s) and a minimum 6-inch vegetAtive topsoil layer not later than one month following placement ofwaste within the £i.na.llift of each trench.
4. EQUIPMENT NEEDED Necessary equipment will be made available to ensure that closure requirements are executed correctly and efficiently.

d. If necessary. clay will be mixed by disc harrowing or an equivalent method to provide a homogenous consistency. Ood sizes should not exceed 3 inches in diameter prior to compaction.

c. Density tests on the claylayer and moisture tests will be conducted as shown on Table 1 for each compacted lift on a maximum 2oo-foot grid pattern. Undisturbed samples using a thin~wa1led tube sampler will also be taken at a minimum frequency of one sample pc:r40,OOO square feet pet lift on a 200-footgtid pattern. A decrcased sampling frequency may be applied based on the variability and overall quality ofthe borrow soils. Laboratory tests on the resulting undisturbed samples are to be performed by an independent testing lab.
I I DRAWN BY; IDAm DRA\\VING NUMBER t~~~~~~~!======~~======j~FECKEDi~¥.10~/l~9~/O'!.111-REF. I DWG,NlTh.fBER I TIn.E CHECKEDBY:l SCALE: V3-08 REFERENCE DRAWING INone I-
GROUNDWATER & SURFACE WATER MONITORING PROGRAM: Water Level Measurement
4. Field and Laboratory QualityAssurance/Quality Control
~~:;:edground water monitoring system is based on the following characteristies of Plant Vogtle
The waste stream bas a low pollution potential.

The underlying sediments contain water.bearing zones that occupy confined, semkonfined, and perched hydrogeologic units zones oflow hydraulic conductivity. The sediments consist ofsands, silty swds, clayey sands and ma.rJ.limestone inte:rhcc.s.

The lwdfill is located within the central portion of the Plant site, which comprises over 3000 acres.
1. Use the electronic water level indicator or the steel tape to measure the distance from the measurement point to the top of the water in feet (nearest 0.10 feet).

2. Use the steel tape to measure the distance from the measurement point to the bottom ofthe well in feet, or use total depth data provided by the operator,

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

4. Qean the steel measuring tape and electronic water level indicator by rinsing with isopropanol, hexane or other site suitable rinse followed by distilled watet. Wrap in clean foil for usc on the ncxt well. Do not use isopropanol or hexane if it is a suspected contaminant.
Quality assurnnce/quality control data will be collected to belp evaluate tbe monitoring program results. An equipment blank will be taken at least once each day that ground water monitor wells are sampled. Distilled wat~r VJill be transported to the site and bwdled like a sample. The water will be poured into the sampling eqwpment, wd sample bottles will be filled using identical techniques used to collect and prepare the ground water samples. Annlysis ofthe blank can be an indication ofsampling error. The blank test results will not be used to correct the sample results, but will be reported. If contaminwts are detected in the blank, the source of conta.mination shall be identified and corrective mcasutcs, including re-sampling, shall be initiated. A trip blwk will also be prepared by the laboratory, transported to the site with the other sample containers, and returned to the laboratory for walyses for volatile organic compounds. The trip blank will be handled in the same manner as the samples.
1. Monitor Well Network The groundwater monitoring network consists of 7 permanent monitor wells located along the boundaries of Landfill #3 (Dwg. No.V3-01). The wells are located outside of, but as close as practical to, the waste disposal areas. The wells are sereened within the uppermost water-producing zones underlying the landfill. The wells were constructed by a driller that llll.s a valid wd current bond with the Water Well Standards Adviso.ry Coun~, wd wcll installation was performed under the supervision of a professional geologist registered in Georgu.

2. Monitor Well Construction The Site Suitability Report (dated 10/31/01) details the well constroction materials and dcvclopment, including:
~Drillers ~ Date/time ofconstruction - Drillingmeth~ - Wclllocation (nearest 0.5 ft) - Borehole diameter and well Olsing diameter - Well d'pth (noa=' 0.5 ft) - Dri.Iliog and litllOlogtc logs ~ Casmgmate.rials - Screen materi:tls and design ~ Casing wd screen joint type
Screen slot size/length
- Filter pack material/size - Filter pack volume - Filter pack placement method - Seahu1t materials ~ Sealant volume - Sealant placement method ~ Surface seal design/construction ~ Well devclopment procedure M Protective well ctp - Top of casing elevation and ground surface elevation (nearest 0.01 ft) ~ Detailed well drawing, including dimensions (see wo Dwg. No. V3-10, Dettil7) Well Abandonmcnt The procedures in the uManual for Groundwater Monitoring, September 1991" will be followed for abandonment of groundwater monitoring wdls.
3. Detection Monitoring Sampling andAnalyses Sampling Frequency wd Analyses Sampling frequency will be semi~annuaJaune and December each year). A minimum offour independent samples from ~chwell will be collected and analyzed for the Chapter 391-3-4-.14 Appendix I constituents (Table l,Dwg. No. V3-10) during the Jirst semi*annual sarnpling event at approximately 6 to 8wcek.intc:rvals.
One sample from ~ch well will be collected and analyzed during subsequent semi-annual sampling events. In accordance with Chapter 391~3-4,the pmuneter list and future sampling frequency may be adjusted based. on the sampling and walytical results. Any proposed changes in sampling frequency or analyses will be submitted to EPD for approval. Ground water elevations shall be mellSuted in each well immediately prior to purging each time ground water is slUnpled. Ground water elevation measurements sball. be taken within a period of time short enough to avoid temporal variations in ground water £low, which could preclude accurate determination ofground water flow nte and direction. The rate wd direction ofgroundwater flow will be evaluated for each sampling event, and a potentiometric surface map that reflects these measutements shall be submitted with the sampling and analyses results. This ll1Jl.p shall be prepared wd sealed by a qualified ground water scientist. Sample Collection Well Evacuation and Purging All aspects ofsampling and antilysis will conform to the EPD Rulcs for Solid Waste Management, Chapter 391-3-4. The following sections are based on the EPD document "Manual For Groundwater Monitoring," (September 1991), which outlines the appropriate procedutes for evacuation and sampling ofwells. Preservation procedures and handling times for ground water samples are listed in Table 2 (Dwg. No. V3-10). All ficld activities including well evacuation and sampling procedures will be recorded in a dedicated field logbook. Well Evacuation wd Sampling Procedures
1. Attacb and secute polyethylene tubing to the low*flow pump. As the pump is slowly lowered into thc wcll, secure the safety drop cable, tubing, and cleetricallines to each other using nylon stay-ties.

2. Pump, safety cable, tubing, and electrical lines should be lowered slowly into the well to a depth corresponding to the center of the satunted screen section ofthe well. The pump intake sbould be kept above the bottom of the well to prevent mobilization of any sediment that Ollly be present in the bottom of thewel1

3. Measure the watet level again with the pump in the wcll before starting the pump. Start pumping water from the well at a rate of 100 to 400 milliliters per minute (mL/min). Avoid surging. Observe air bubbles displaced from discharge tube to assess progress of steady pumping until water arrives at the surface. The pumping tate should cause little or no water.level dtawdown in the well (less than 0.2 ft) and the water level should stabilize. Water level measurements should be made continuously. Precautions should be taken to avoid pump suction loss or air entrainment Pumping rates should, ifneeded, be reduced to the minimum capabilities of the pump to avoid pumping the well dry and ensure stabilization ofindicator parameters, If the recharge rate of the well is very low, purging should be interrupted so as not to cause the drawdown within the well to advance below the pump intake but the operator should attempt to maintain a steady £low nte with the pump to the extent practicable.

4. While purging the well, monitoring of in-line water quality indicator parameters should be performed for pH, conductivity and turbidity which must be collected every three to five minutes until all parnmctcrs have stabilized.

5. Once stabilization has been documented. volatile organic compound (Voq puaroetet samples should be immediately collected first wd directly into pre*preserved and pre~labeled sample containers. In general, 24 hours shall be allowed for well water stabilization prior to sampling. However, this period may be decreased ifrecharge is rapid and water is clear of sediment. All sample containers sbould be filled to the top without headspace by allowing the pump discharge to flow gently down the inside ofthe container with:minima.!
turbulence. Do not leave samples in the sun. They should be placedin the ice chest as soon as possible. Proper handling and preservation procedures are provided in Table 3. If a sample is to be collected for dissolved metals, collect this sample next. also without hCl1dspace. For samples with preservatives take grcat care that the acids and salts in the bottles do not cont:1ct the gloves and thus pass to other caps and bottles. Do not allow the bailer to touch any sample bottles, or ll1Iow wy rope end or gloved fingers to contact the sample well water while pouring. ? Carry all remaining sample bottles to the ice chest where they should be labeled, placed in zip-loe bags, and Iced down.
7. The labels shall contain:
Name of facility Date and. time of sample collection Sample description (monitor wcll ID) S=p!=' nam,(s) Parameters ofanalysis Each sample bottle shall be marked with w identification number using media. resistant to water.
8. After collection ofthe samples, the tubing from the pump should be properly discarded or dedicated to the well for rc~samplingby 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 container for proper disposal.

11. Proceed to the next well. Repeat all steps.
Extra sets of sample bottles will be provided in case ofbreak.age or accidental contamination. Split Samples In cases where split samples are needed for comparative analysis, the following procedures will be used. The parallel splitting procedure will be used to minim.i.ze sample handling:
we up the two sample bottles for a given walysis and rc.move caps. safet

Fill one sample bottle approximately V:t full, then £iII the second sample bottle approximately V:t full, alternating until the two sample bottles are completely filled. Cap the bottles as usual.
All ficld instrumcnts will be calibrated in the field daily prior to use and at the conclusion ofeach sampling event. The sclected antIlyticallaboratory "Will use procedutes to adequately evaluate the usability of the data. These ~ include QC ~yses and use of statistical procedures to monitor and document performance, and to unplc.ment effectlve corrective measures (e.g. instrument maintenance, calibration, operator t:ra.io.ing), Data from QC samples (e.g. blanks, spiked samples) will be used as measures of performance or as indicators of potential sources of cross*contamination, but will not be used to clter or correct analytical data. The la~Otato.ryreport will identify and. discuss the significa.nce ofany QA/QC analyses th::i.t exceed performance cnteria. These data will be submitted to the EPD with the ground water monitoring sample results. Custody and control procedures will be implemented for sample collection wd 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 of samples until transfer. The sample containers will be kept in a secure location during storage and transportation to the laboratory. A ch.ain.of~custody form will be used to d~o:mentthe hw~gof samples from the moment of collection until :reccipt at the laboratory. The form will ~cl~de the facility name, date of sampling, the name of the samplcr(s), the sample ill number wd a word descnptlon of each sample. SevenI bottles collected for different parameters may have the same ill number if they contain samples from one sampling point (well). Each transfer ofcustody will be recorded on the form with an appropriate sigtature, date, and time. The samples will be swedifthey are shipped. The shipping entity will sign the custody form and a bill oflading will be secured.
5. Groundwater Analyses Evaluation To determineifground water quality has been adversely affected by the landfill, the monitor well sample results will be complUed to the background sample results. Several inherent variabilities may be considered.
The sampling technique will vary somewhat from event to event even under idw conditions.

The aquifer will contain a certain quantity of pre*existing elements.

The laboratory analyses can vary slightly.
Within a reasonable peri?d oftime after completing sampling and analyses, Southem Nuclear Operating Company, Inc, (SNq will determine whether there has been a signifieant increase in constituent concentra~ons ~n down gradient, or compliance, well samples over samples representative ofbackground water quality ustDg one ofthe following statistical methods. The statistical test will be conducted separately for each constituent in each well. SNC will specify in the operating:record which method was used.
A parametric walysis ofvanwce (ANOVA) followed by multiple comparisons procedures to identify statistically significant evidence ofcont:lmination. The method must include estimation and testing ofthe contrasts between each compliance well's mean wd the background mc:a.n levels for each constituent.

An antilysis ofvariance (ANOVA) based on tanks followed by multiple comparisons procedures to identify statistically significant evidence of contamination. The method must include estimation and testing of the contrasts between cach compliance well's median and the background median levels for each constituent.

A tolerance or prediction intcrvcl proceclute in which an interval for each constituent is established from the distribution ofthe background data, and the level ofeach constituent in each compliance well is compared to the upper tolerance or prediction limit.

A control chart approach that gives control limits for each constituent.

Another statistical test method tlut meets the performance standards ofChapter 391~3-4.-14patllgraph (19). SNC will place a justification for this alternative in the operating record and request approval from the EPD prior to using it. The justification will demonstrate that the alternative method meets the performance standards of Chapter 391~3*4-.14paragraph (19).
If SNC determines tlut 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 inform the Directortlut this notice was placed in the operating record. In addition, SNC willa) esl:l1blish an asscssment monitoring program meeting the requirements ofparagraphs (20) through (33) of Chapter 391~3*4-.14within 90 days, b) demonstrate that a soutee other than the landfill unit caused the contami.nation, or c) demonstrate tlut the s~tis.ti~ysignifieant incrcase resulted from w error in sampling, analysis, statistical evalU3.tion, or natural VarIation m groundwater 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. Surface Water Monitoring

7. Reporting It should be noted that the Plant also conducts an overall surface water monitoring program to maintain compliance with its NPDES permit.
Based on the results ofthe initial semi annual sampling ofground water and surface water, subsequent surface water analyses ll1Jl.y be reduced to focus on parameters of concern detected in the ground water and/or sutface water samples. Any proposed revisions to the surface water walyses will be presented to EPD for approval. I BY IENG,IAPPR REVISIONS: THE DEXTRA GROUP, INC. 4665 LOWER ROSWELL ROAD, #154 MARlETfA, GEORGIA 3OO6B TIIlSDIlAWlNGlSTIWPllOfllRTYOf1Hll:OIIlITA..(;OOUP.1LCAND.hLLlNl'ORMAnONCO},TAINlIDnIDllONJ.:iTO ill!. K1!i'TCONHOIi}TIALllY TIm 1illCll'l1l.."IT1'HEROI'AND NOTW !Ill. D1SCI_01a10TO ANY OTI-lllltrrutSON FlJ1..\\! Oll.COlll'OlI.AnONWmI0111'nut~wn.rrm:NCONS1Dmv.nONOpnlEDRX'IR.h.Gn.oUl'u.c."O'us DRAWINGSHAlLNarIll1USIlDDIIU1C1t.Vollmonu:cn.Vl!XQ!PTINCONNECnoNwrmnmDE:irntA..cROLT u.cWORK. AILIUGlmi OPD!!!'JGN OlllNVI!N'nON DL'lCUlSIID IN 'nmDRAW/NG AIlU tna'!l.f:S.q.y ll.E.<;mtVIIDnY 1'HIlDIlX7ltA*GlI.OUP.llC. 1l00000lm.'TSHAUNOTll.m'ROD\\)CI!lNWHOUlORPARTANYSncnQNOP"OlIS DRAWiNG AND AClUillS UI'ON N011I'ICATlON llY 'lHI!. D!iX'iRA-GlI.OtJP. u.cTO IUmlnN nus UM.WING AND M.L COPIES'lHE.ll.Ol'TO"OlEDUXTIl..h..(;OOUP,LlC. 3 I 12/31/04 I Upd:ltal P.n:t~= Southern Nuclear Operating Co., Inc. Groundwater/Surface Water Monitoring Plant Vogtle Landfill #3 lillV, I DATE I DESCRIPTION PROJEGrNO.:SN_O_C-_Ol_-DO_V_"" .._PILEN=...:AMTh="...:V.._>-...:"..:W:::-=M:::=='ID:::-::"::"1l::"----11 SUPERSEDES: T I EPD Commercial & Industrial Solid Waste 244 International Parkway, Suite 104 Atlanta, Georgia 30354 Phone: (404) 362*2696 Surface water ofthe landfill sediment ponds will also be monitored. Sampling ofthe pond effluent will be c.ooducted concurrent"ith ground water sampling activities ifa discharge from the pond is present at the t1m~ ofthe gro~dwat.ersa:npling. For ~ach sam~lingevent conducted during the semi~annua1monitoring penod and dunng which t1.me a pond discharge IS present, one sample ofthe pond effiuent will be collected and ~yzed for, the same parame:rc:rs n.s the ground water samples. Sampling frequency wd sample colle~on, h~~g ~d preservatl~nwill bc conducted as appliO'lble and as detailed nbove for ground water sampling ncbV1bes, WIth the excepnon that surfuce water samples will be collected as grab samples using decontaminated sample collection containers. The surface water grab samples will be collected using either the laboratory supplied containers or with other appropriate decontaminated samplc collection containers and then placed in the laboratory supplied containers for transport to the laboratory. All results shall be submitted to the Georgia Environmental Protection Division at
Sample delivery to the laboratory will be in the shortest possible time after collection. If delay is incurred it will be entered in the ficld logbook along with the timc increment.

All samrle bottles :wm be filled to the top, capped with a Teflon seal, and be placed on ice immediately after sampling. On amval at the laboratory they will be t:rn.nsferred to a refrigerator. Samples for volatile organic analysis will be filled to the top without headspace. Special vials with septum caps will be used.

Samples prepared for metals analyses will be acidi.6ed as outlined in Table 2 using pre*preservcd sample containers provided by the laboratory.

'Trip Blank - One ofeach 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 analysis. One trip blank per sampling event is recommended. The sampler shall not open trip blanks.
.. Equipment Blank - To ensure that a non-dedicated sampling device has been effectively cleaned (m the laboratory or fidd), the device will be filled (or pumped through) with Type II reagent grade water, mnsfecred to the sample bottle(s), and returned to the laboratory for analysis. At a minimum, one equipment 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:lI1d handled only with bands gloved v.'ith disposable, latot, surgical glovcs. All equipmcnt used for evacuation and purging will be decontaminated prior to use in each well. \\'lJhen applicable, samplingwill begin widl the least contaminated well.

Repeat this procedure until all samplc bottles for a given well are filled for both parties.
Sample Handling and Preservation Static water level will be measuted and recorded at each monitor well prior to purging for each sampling event. The measutements will be made with either a clean stcel tape, or an elcettonic water level detector. Water lcvcls will be reported to the nearest 0.10 feet based on a fixed point on the top of the well casing which.has been surveyed to establish verticnl wd horizontal control (top ofctsing). Ifchanges in the water levels mdicate a change in the groundwater flow direction, the monitoring plw will be reviewed to determine whether modifications to the plw are required. Groundwater samples will be collected after the wells are properly pwged. according to the EPA docwnent entitled "Low~FlowPurging & Sampling of Groundwater Monitor Wells (Bulletin AQD023)", The wells will be purged and sampled using low flow pumps (QED Sample Pro or equivalent) equipped with Te£1on bladders. Purge rates will be matched to the recovery tatcs ofthe wells, verified by periodic depth to water measurements to determine draw-down during purging. Purging will be conducted until at least three consecutiv75mbl: readings ofpH, conductivity, wd turbidity are recorded. Gtoundwater samples will then be collect~ ~cctly Into ?~e.prese:rvedsample con~ers supplied by the laboratory. Final m~surementsof pH, cond~ctlV1ty,wd turbidity are performed to veney that these parameters remained stable during sampling. All field Instruments are calibrated in the field daily prior to use and at the conclus.ion of euh sampling event. Evacuation wd purging equipment that is reused will be decontamina.ted with a non-phosphate detergent wash (AJeonox or equivalent), followed by a tap water rinse, and a final distilled water rinse. The follO\\ving step-by-step instructions will be followed.. Well Preparation ~. ~lace the steel measuring rope wd dectronic water level indicator on the plastic sheet '!be water level mdiO'ltor and rope shall be pre-cleaned and wrapped in foil. Equipment Assc.mbly
1. Placc a plastic sheet around the well as a work: area. Unlock protectivc well casing.
CHlJCKEDBY'1 SCAll I V3-09 INom: f-DRAWNBY~ IDATE: IDRA\\VINGNUMBER F 110/19/01 I-REFERENCE DRAWING I I REF, I DWG, NUMBER I TITLE
3. Don new disposable, la.tex, Sutgical gloves. Unlock and remove well cap and place top-down on a comer of the plastic sheet.
TAll.!)! 1 TAllIE 1 TABI..E2 App...m..r to Put 40 CPR Put 25~ eon.titu",~fu< Al'P""'!iI I lD Put 40 CPR Put 258, Com_ fu< Ground Wuer Pt..=.tioo and HaodIiog D"""';'M~(l) De=ioo~(l) Pb4, VogOe;.llutIe C<>u<l'l'. G<OlfP PiaD, Vogde; Bmke CauD'l', G=gb Plant Vogde; Bum Cowny.~ lNORCANIC OONS1T~ IlPAMl!THOD ORGANIC CONSITl'lJl!N1S EPAlIII!TtlOD EPAM.thod Digestion Vol kq. CollectioD Volume P<e5<IVIluve/Hokiing Panmeter (mL) (mL) TIme Antimooy 70-10/71)41 Eth~OJe= ll260 A"""'- 7fWJ/1{J(;IA 2-Hen<>on<; M'e<hII1>~ !<done ll260 Totol R=vcnl>le 601001'7000 100 600 HN03lDpH <2; Memis s..;.. 6""""*,, llari= 7080/1081 MethylB"-;de;~ SUO f'ilttr OIl sim; 6 mor:ubs Dn...m.t Met>b 6010 or 7000 100 600 Be<yIIi:= 7090/1091 Methyl Chloride; Cb10tuJnelbacc ll260 s..;.. HN03 topH<:2 c.dmh>al 71:;0/1131 M"")"I""e bt<>mide; Di~ ll260 S...pen<bI 6010 o:r: 7000 100 600 Flltc:r on siD:; 6 moo.tb1 Oucmiwn 719O/71~1 Metbyl= Cbl_", Dicldoromethone ll260 s..;.. Cob<lt 71NJ/7'fJl ll260 ToaJ 6010.,7000 100 600 !-!N03 to pH <2; Mrtbyl <lbyl uoone; MBK; 2-1Iu""""" s..;.. 6""""*,, Coppe< 72I0/1211 Mem}'l iodide; Jodomc:thanr: ll260 No' AppEabic Cool 4'C; 7*14 Vol>tilc~ 8260 Gl..,s, Te:Aon-1irIed teptt. 69mLf'OI:ooc d"J" (c= in 5 da}.) Leod 74'fJ/1421 4-Metbrl-2-p<"cu>ooe: l&thyIOObotji k<mo< 8260 ..w,.;. or. cape rcc;omm. Niekd 7520 Sty=< ll260 ScI<m= n4Om41 l.l.',2-T_Jotodb<ae 8260 SU..." 776OAm61 1,I,2,2-tctnchloro<tbanc ll260 TbaDium 7840/7841 Tetrleblo<octbyl<oe TcmcIllo<oetb<oe n'PlCAL MONITORING POJNr V""odiwn P=h1ornctbylmc 82W LOCKING CAP IIr~*~D'~= 7910/7911 = 7950/79;1 8260 ON STEIlLSThND UP PIP!! ToIncnt WCKING STEEL ORGANIC CONSTJTIJI:!NJS IJPAMSTHOO 1.1.I-o;<hlO"<l<llw>e; Me<h"""",,,fotm ll260 PROTl:lCl1VI?C"l.lNG ~ AoctD!lc 82W 1.1,2-_ ll260 STl!I!LSTANDUPPIPE ~ A~ 82W TtiehJo<o<lb,1<oe;T_ 8260 r 1/4"WFJlPROLE Ilcnze= 8260 TriclOOrollnofOm<lbace; CPC-II 8260 ~GRAVI!L~ Bronxx::hloronmobux. B260 1,2,>-Tticldoropro<ae ll260 MIN. 6 PTX6PT.4 IN (V L 8romoWehJ~ B260 Vmylaa=mu= ll260 TIner-: CONCRETE PAD ~ i'- Bromofom>; Tribromoal_ B260 V'"'}'l Cblmide ll260 I Carbon cli>uI!ide B260 X,!cncf 8260

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Ca.r:boD 'J'ctmc.hloddc 11260 / I'-- (I) 1m. b't COtiWnJ 47 "oI~1e orgI,ftia fot' 'Il{hich '£IO"ibIc tn.&1ytie1.1 procedures Qlorobe=ene B260 provKled io liPA Ikpmt SW-S46 -Ceat Meth<xb fur E..Juatiog Solid W....". tblm NIiA1'CEMBNl'GROlTl' ~~ 1. CblDroe<ha=; "tby! Chlnrid< B260 cditi.oo. N(n'embC'r 1986, at! ~"iKt.l t>eo:mbc:r 1987. if.lClwlc Mer.boo 5260::aod 15 mc:bb fuI whiJ:h SW-846 pmvidc:s either Mcc:hcd 6010 of: a.mdbod &mn the: 7000 Cb1on>funn; 1"riohlomtndhsn< B260 Ie=es o£ mcchodJ. Dibromoch1olt>n1<lh&o<,~ B260 (2) CocnmD*...,.. uc _ widel,....... ill govcromcot tegul&do"" odend6c BEmU~::~ I 1 6" I,2-DibrolIlo-3-cbl_DllCP 8260 pubtil:.uio~. and. commerce.; 'ytIonyma ailf lbr many chm:ri.cIlJ.. / I,2-DibroOloctlwle; Etbflenc~!iDB B260 !'MIN, O*DiclIIorobon:=e; l,2*DithIcoto_ B260 I p-Dlc.blorobrnzene; t,4-Dichlorobmzcnc B260 tDm-l,4-Dic.bloro-2-butmc B260 ~.., SCREEN INI'I!RVAL 1..1-didlloroc.ma.n~~Bthylid~~ dilixide 11260 GROUND WATER WIlLL AS-BUILT DATATAIlLll 2" DlA. SCH. 40 PVc. NSf RATI!D ~ 1YPIC....r.LY 10 FEET I,2-<fiehJo<octbAne; Eth,.tene <tichJo<;de B260 P...CTORY PAIllUCATBD SCREENS il ~ Ll .. ~;:;' ~~i l!'>'SThUJlD wrm 0.010" SWTS 1.1-dicbloroetbIene; 1.I*Dieblo<octbeoe; B260 ~ ~LlSJ 1/4"IdIN.PIlAGRJlVBI. / VlDrfuI~ chlmidc= Sl;:l ~~g ~~~ CjZ 0 "'.I,2-Dichlo<Octb,.1<oe; cia-I,2-DicbIa<octhcnc B260
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I mom*I,2-Dlcbloroctb1cDe; B260 G'WC-5/M",r*s 961J4.J1)()4 7999.3327 251.% 2/lo<.2Q ENDCAP~, ...",-1,2-Did>Ioroctber< GWS-6/MW*6 9432.4753 747m31 27U7 232.38 9" Mm. 801UlHOIJ! DIAM1lTIlR 1,2-<licblmp"'l""'e; Pa>pyIcoc diehIoride B260 GW....7/MW.7 8826.2243 7657.88;3 261.33 230.46 GWC*13/MW*13 9242.6820 79%:m7 m,os 233.49 ciJ*l;I-dcb1o<p<opcoc B260 GWCI4/MW*14 8960.6;18 7999.6737 262.88 210.n .....-I,J-D;~ B260 G'i'l'A-15fMW-I; 8976,1153 6886.;411 268.15 224,91 GWIl-I6/M'i'l'-16 9720.2971 705.1490 256.95 DRY TYPICAL GROUNDWATER MONITOR WELL , 1,>/>1/" 111pduoi""""" ImlAl I &IlI'*1 DAII! I DG'iCM'Tt"" I BY I-=jt.m DETAIL @V3-09 SUl'IlIWlIlBSo 1lIM!l">;; N.T,S fll.O,IRCrll.'0.5NOc.ol.OOV-Q2: r~VMowlIII;I"~~~ THB DIIXTl\\A GROUP. INC. 466; WWER ROSWIlLL ROAD. #154 MARlE'ITA, 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/Surface Water Monitoring I 1 Plant Vogtle Landfill #3 I I DIAWNIJ'I": DA'Ill> DRAW'ING NUMBmt. IUlP, I D"G, NUMllIlR I lTnJ'. P 10119/01 V3-10 OiBCKEOBYt S<:A.UJ, REPHRBNCH DRAWING N....
86500 87000 117500 B8000 E6500 THl! DEXTRA GROUP, INC. %65 LOWEll. ROSWllLL ROAD, #154 MAJllETI*A. GEORGIA 30068 WAST" MANAGEMENTlJNrr/BUFFER BOUNDAlIY MARKIlR MllTIiANB WBll. GllOUNDWATBR MONITORING WELL GWC-S/MW-S $ lJDIaAWlNG a:'IlfiftDl'ElaYOP'l'UBIlIm'tlloC~.U£.AND.uLINI'ICIBlolA1]Qq~'JR!IIQNII'1U .lll!;1l:IlF11:tlt.'l'IDrOmA.L.""7HIl~-rTl~A.:._mNO'l'mIll!lWlCL.ailf1)'roAJWonlHl.l"a!OtC,l'!Il.III 0:l~..TnIlCJt.,.'DN~ftft"l2NctIeWD&aAnoHQf~illD~,~'TI4lI 1:'I.....'CWf.o$..iAU_~01l16l:1ll1f!ll'JtIBI':1:l."tJI.~ran::r....,lbl~,.D.l<<n.PiO)l,."t)l_..:.l1Il'nI(l.~'..v.ll~ 1,.I.(:....,.iC..MJ.IIJ(:;l'm1()1'l)ItiI_~~~'y..-NnllQ'~ltofn*tJII.(Jl!.A..,nrc;"*t~.1'JIUUil\\t~W 11A~.U£.UClJK!'(JiH.\\U,...vrlJ:i'lOal()ll""IJfJO..ll~'I'iIEI'ANY~~'l'IIII DL\\~A.'G)NJUElIUiO!'tKOnPIC.\\noH n -a.D~.1U"1OlIm1IN'JJ:III DL\\~AMD,,", ca'IBl!i1HlWJl"1O'IHIl~.oIDU'.J.U: --. -PENCE -liO - PROPOSIlD CONTOUR --ISO - EXISTING CONTOUR Mop p"""'=l by am Aedal M.pptng. !'<o<htm: City, GA 8m PROJF..CT ",I Ol/leOS DATE OF PHOTOGRAPHY: 8/Z}./'JJXJl LEGEND POWEll. POLl! ES500 INLET! / / 88000
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SIIDIMFNr POND#J..F3.l)1 E7500 E7000 tMo~p.er~~"1 ~1M:lMeoo.rlll[),Mo 1'-. """'.~_. 'ilrVl""' Iot~~ dl......W(JI'IO:I UI~Ith;nq(JI~~ ~"'Ii** _ to.l "'..iIIJ~~Jon .,;.......brtI..fiIt. (~~""""*'~"~ jtl4111",,",~ot>t:<l f"'IIIt 1'I[J11oM.91r;bltQl'ltO~ ... ~,.....- 'n e-"l('tIg _1_ ~"(J 0; ~cfdlllll"" 1owI_llIot4u~"'l!"\\oilli.... 86SOO VEGETATIVE MEASURES l.I~p CODE PRACTICE DETAIL SYMBOL DESCRIPlION z ~'t---- ~ OtTlT-E:r s:mUCJUIlIl SEDlMBNT POND #LF3-ll2 N 9()()(l-----------7O+-------,Gr'--------,,.L-+------------+fI"I1IHI--'--'.=L-\\I---....,.....,,.,-"--f A'----1---:.-=,....=*..::....=--;;:"";;;;t11;;---;:;::;;:7'"...~~*............ ,"'~..,/ ,;ItIly .~ Y ..,.~~ N8500------------'---I--==:::""i==.=~=="'======~,:::"7\\.;;>:'i_.;>-"--------I------------------1-------------------,-------------------1-1 ~ ~ OUTL.ETSTRUcruRH / SFDIMHNT POND #LFl-OI N!OOOO------------+--------------------I---------------------+-------f---",;:-----------+-------k--r-------------+--------l STRUCTURAL PRACTICES COOE PRACTICE DETAIL MAP D£SCRIPIION SYMBOL e ~ ,. vnal 1__0')' boo CIf£CKOi\\M ., ~ ~o_r~(1,d <<:o~,. o~.~6IIcfl~' _Ofcll'lc~rDI~41no-Alr~""IJ)'C(Jl'1l1ltUCrf" Qt>I'5TRUl;Tlr;lt. ~ .... pari 0'1.. ~.:>"r....l;' ~llIl"ll1/)'( ltI(lwl~oco::... lOoJ6lu,lb4...iti<I.. ~ 1lO"~C1r~ondo'lh.e< It"\\-tilit ¥1Ihl~~ \\'lJI>oIlIO'1D1;on ~0I11ft. ~ ""'l'.lJI1t-_~(11I1P.. J 1¢I:W"-f'ClCltoIn't.botIo... o<- 0""""" OC"OUCI IIIl1iM lool'r4ft j~~~':-';1~:- JI<Vc'Iu t ** PEFt6itJLtJ[NT ~ """,,,,,,,,,,,,nl,.h...:h.... 1'11I ~ DOWNlDf;'.AJNI ~ ~~~~j:*glo 'STRuC1IJRE ~Iol'wbolle.-"""'NI 0 ~ I";;.
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':WUJ-....,.,~...... SMloI.L.~WJnol ~III~ .....-c;rIllDl'QlW. loIAlHTtNANCE, INsPECT RIPfW> OUTLET STRUCTURES AFTER HEAVY RAJNS TO SEE If N('( EROSION AROUND OR snow TH£ R1PRAP HAS TAKEN PlACE OR IF STClHES HAIlE BEEN OlSLOOGEO. It.I.~~EOlATELY MAKE AU. NE.EDED REPAIRS TO PR£VENT ruRTH£R OAMACE. STORMWATER OUTLET PROTECTIO St J~ IUGH.. 7r WlDB ORltrlO:.1NV FJ.EVW,,19 GRATH@lTOPOF MH.El..HV25.2AS lOO-\\'RPOND} 1il..EV251.A7 @~Il I" - S'-l)" )" HIGH. 30" \\Vl06 ORIFICE* o-.'V ELEV 248.25 2'" RCP OU1LET INV ELEV 235.48 OUTLET STRUCTURE - POND #LF3-02 AS-B ILT DETAIL GRATE@TOI'OI' MH
ELEV 252.45
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ELEV 24).87 L

The distance such that points A and B are of equal elevation 4'MIN THE DEXTRA GROUP, INC.
4665 LOWER ROSWELL ROAD. #154 MARIE1TA, GEORGIA 30068 Southern Nuclear Operating Co., Inc. Erosion & Sediment Control Details I Plant Vo e Landfill #3 ".0I.A"'0<<:l.T1.f'I:OPUTVOI',"lI!:~.u.cNQ)AlL~1'JOtoICXJH1".<olW1!I)'ftMlQrIl.'TO .KUTa:IN~~n.~"'4NDNUT'ft}.I:lIltl:I.QII;D'NANYDft ... ~,.... C.COIlJtuM1'ION'Wrt'1OI.:TnlillllX~n.n"h!J,l~nDN(Jf/'ntll~.u.c.1'I. hl.!>WJHCJtw.LI<<trIllll~U..:n."t-.JtoitI:ull:n.'t~CNCOlto'W.:nowwml'ft.~. LLCW'UU;, AU.lUQfTlIOI'DlPlCNOI. 1W\\1OlT1l:>>o.DQCLQllIU)INT1.DIlA~AU~a-&\\1ID1I\\" n.~',UL..........,.",v.u.friQTlllJ'W')Ul)QIltoI"'QAlOlo'IIfANYtI!IC:nQf(ilrnC' DIA'WtHOA."lD M3D1U'OMtMmf'lCA1'1OWW'f'tI ~.U£lOlZ"I\\;*IH,".IMAYIHOAM)AI.L aJPIIiII'ft1DQll1Olt.0EXfI.,\\.(lIlOl.".UL DlVERSIO BERM 'arE: BERM TO BI': U ED OVI':R INI1lRlo1EDI.\\TE COVI':R M'O OVER FINN.. COVI':R 1'0 DIRECT SURFACE WATER DRAlNAGI': A\\VAY FROM SlDESLOPES. REFEJlBNCH DRAWING Figure S-1.1 STONE CHBCK DA/Il
~.
',~ SPAC! NG BETWEEN CHECK DAMS IAAlN'TENoItNCE: PERIOOIC UfSPECTION AND REOUIRfD IAAIf\\lTtHANCE ~UST BE PROVtOm. SEDI~T SHAlL BE REWOVED WHEN fT S A OEPlli Of' 1/2 THe ORIGINAl. DAM HEIGHT OR BtfORE. If TW( AREA IS TO Bt...ov.w. CH(a< DANS SHALl. BE ~ ONCE flNAl STABIUZAllON HAS OCCURRED. OTHERWISE. CHECK DAMS MAY R£MAlN I" PlACE PERMANUln.V. ,t,f"'J£R ..... 1M( Nl[,t. ee<l:ATH THE llAM SMAU 8l: saotll NlO "UlCl<£D '""£llIo\\TtlY. o CHECK DAM* STO aSWCC (Amended* 1995) ST(P,(, A ROlL WAT UP STREAM OV(R R£f'1LlEO TERMINAl. B_ STAKE MAl 00tf 10 ANCHOR T(RUlNAl C PIlOCRrSS UPSTREAM WITH ROll DOWNSTREAM TERMINAL Sl(P 2: STAKE MAl INTO SlOt NO'I'f.& I.CONCEN'Tl.ATI:'.O J'LO'fl AJU:.AS. AU..SLOP&S STUiP1:.k ntAN 2J,k;IV AND umt A H£ICtrrOPTh~ Pll,OR CI\\&\\i"l:.RA.""'O ans AND FlU.S WlTHL~ S1"'REAM BUFF!!I.S SHAU.8ESTA8llJZJ:.D WITH nt..eA99R.OPlUATE eROSIO+ ro~TROt.MAT'l'JXCOIt. 81..11 OO:rs. UlWPARE SOlL BfJIOlW INSTAUJ."'K; BUNKE'TS, lNa.u:Dll'IlG APPUCA11O:S Of' UME. PEl1UJZER.sc SEED.
1. 8hliiN ATTOP OP SLOPB BY AM:HORlNC 8V,t't.tKB'T IN A6-a '-'1"JWNOi. BACXFU.LAJoIDCOMPACTTR£:NOt AP'T"ERSTAJIUNG.
4.Nl}o..'1MUNTO\\"elUP
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~STA.PLbS108H pv,a.o AT 12" INn:JtVALS. ~.MAll\\"'I'ENANC&All.£ltOSlO. CO Oln1ANKI:..,-.sANOMA1T1.'lCSHOUU>j)£l.~P'E(."t"eD~OOlCAU..Y~ l~A1J..AT1ON. PM11QJLARLV Afl1'HR RAlJ't'STOR.\\ISro OiBCK POl eROS10. AND lR'to'O~1 t."JG, ANY DISLOCATK). OR fAlUJkE SHOULD Be llEPAlRt;O iMX£DlATELY. IJI WASH UTS Ok Bl\\BA.KACBOCOJkS. R£J1\\'SiAU.me MATElUALAf*1"l!Jl REPAlRL~C D~IAGE TO mE SLO OR Dn'CH. co~usTO MONrTOI nlt$ti AREAS 1."N11LTH.6Y 8F..CO..\\I£ Pl:JlMANa..'11.V STAIlI1JZllD. e £ROSIO CO 'IXOL MAlTING AND BLANKFIS TRANSVERSE CHECK SLOT 6" STEP ). STEP' STEP 4 BAC-:flll AND PROGRESS UP$lllEAM PUll OU1 l(lr,lPORAFlY STAKES WHEt! NO LONCER N((OED FOR T(NStOttONC STEP 2 2" STEP 2. SNUG MAT INTO SLOT UPSTREAM TERMINAL STEP 3 A. Sf,6.K£ MAl MO SLOT e IJSE '*lCJ'" PRESSUR[-TRE,lT[O BOARD TO BRACE loUoT ACAJNST vtRtlCAl CUT C. aACKF'llL AND COMPACT ~'--"':.~~:L_ STEP 4: A.. REVERS( t.4AT ROLl. OI.RtCTJON TO OVERLAY CHCCK SLOT
9. STAKE
~T 1'0 ANCHOR TERUINAl ,"-r I 1~ STEP 1: Cut TERl.4;~ SlO!....-~*
6-70 11I111~~ 1/l1!f~'J I I 'v S£DIIr,jEfo{J SHAll NOT BE W"5HEO iNTO THE INL£T. fl 'SWILL 8£ aD.lO'VEO fROt,4 THE 'S[DlhlHH TPAP,ANO DISPOSED OF AND STABILIZED so T>>AI IT WILL NOT EHlER TH[fl[1 AGJ\\IN. WH(N THr CONTRIBunNC DRi'IWloCE }.R£.A H.A.'S BEHl P{Rt.IAH[t((LY ST.....BILIZED. ~U "'A1ERw..~ AND MIT' SEDlt.lENT SH/l1.L 13£ R"[PlKW(O AND SALVAGt:O OR' OISPOSED or PROPERLY THE OISl~O ~[,o\\ SHAl.L BE: ElR04.JQI-fT TO PROPER G~. IHrt SUOOIHCO AND COlAPAC1E;P. APPPQPRIATCLY ST.-all.ll( ALL DISlIJReEO iIl.R[A$
.ROutoO THE INLCT 3'
min T 1 Figure &-14,1 - Fabric and supponlng frame for Inlet prorecllon 2x.. wood frame @> INIl!T SEDn.mNT TRAP-FILTI!R PABRIC WITH SUPPOB.TING PRI\\I>ill T 1.5
max 1

To provide nooded stability tothe inslallation, fJame with 2 x 4 inch wcxxl str~s around tho crest of the overflow atea a maximum 0' 1.5'eet above the drop lnlet crest.

Space stakes evenly around the perimeter 01 the inlet a maximum of 3 teet apan, and securely drive them Inlo the round, apprOi<imately 18 inches deep.

Place the bottom 12 inches of the feb<ic in a trench and backfill the trench with alleast 4 inches of crushed stone r 12 inches of compacted soil.
5. Fe.sten fabric securely to the slake< and freme. Joints "..,,<1 be overlapped to the nexi stake.

6. The 'opotlhe l1"ame el1d fabric m"st be well belowthe ground elevation downslope Iromthe drop inlet tokeep runoft from bypassingthe inlet.!\\ maybe necessaryto b"i1d elemporarydikeonthedown slope sideollhestructure10preven!
bypessnow. MAINTENANCE REOUIREMENTS: 1H[ TRotoP SHIoll BE INSPECl£O P£RtOOICAllY A.~O REPAlR$ MAOE }IS; NEED£D. S£OIU.£IIIT SHIoll BE RE"'OVEO WHEN lliE S[DIMEtfT HAS ACCtJJ.llAATEO TO HALf 11-1[ HEICHl or TI;[ TRAP. srOllolOlT ~l BE REJ,lOVEO fROU COOB It [T PRQ1[CllOO ll,cu£()fAl[l'Y. FOR £XCAVATEO INt.(1 5£011.100 TRAPS. SEOttlENT SHMJ,. B( RO,lMO WHeN HAlF Of 1H( SEOII.lEH'T SlO~GE CAP~ly' tQ.S BEEN LOST 10 SE[IIMENI ACCua.nVliOH.
1. For stakes. use 2 x 4 inch wood (p<e'erred) or equivalent melal with a minimum ler>gth of 3 feeL Boetgy Di~ U'e ofteo coOltt\\llCttd U1 the form ofrip ~ burie:r:I ovu
&lYe" &..bric. A IS-inch grwvd sDbbue is dairal*: to pn:vmt the Dr n.p 6Qm puocmring the filta" &hdc. 1b.c thU:.k:ncu ofthe cip l:Sp tbould be no ~s than. 13 bm($ the di:uneter of ~,tone. ~ _proc,hould ~ QIl1 bq>ood tbr: an af ~ ootid: fm a &sanae of4.5 (m) rlmr:a tU diamttc:" af th.c= pip=: (1Ochc;). Ifthe.cloatyis gtUt,. gcogrid CLD be imtdcd as UJ.p.roe CO\\'d: CO lUInc.e lip Clp 5C.OllC and didoca.r:ic:n. Othc% cx:rgy diuipatl=nl include Saps bingm 0'9'C" the top ofthe dawodmin, a Jc:c." Of,gt.bioo bu~. ~ OiBllipli.tt=r I:n= instllllM A.t tht= wrlcm ordawndNios., roi.rl mlvct:I., uxI paved dwwd 5CCd~that tOlivc)' ntC[ thatw crod~ vdodty. "I'bc: cncgy dinipmr:absorbl tIu= ~ ud ~s mrvuer wi.r:h a Iawc-~ potential. OUTLET DETAIL ISLAND OVER lNLET 4'.MIN OJVll:RSION DIKE 8 PERMANENT n DOWNDRAIN TOPOP HI1ND-COMPACTI!O I'Ill. (ISLAND) OllTUlT PTPIl PT~C COlUlUGA1'ED I'D'E 'fOPOP IlTVnRS10N Mu"""", D..m.gcA=. !';p. Dlarnctc. paJ>;pc(>=) (10_) n, tn Jnsprct inlrt Btrucmre aftt=r nr:ry n:i.n ttl i.mur~ th.:J.t eM: iDkt: u nat: dcggm. with b't-Ib. lmpect 1;h~ Q'Ll.det,tr'~ I:() inJure "'!t,t etO/Jiof:! uound (If' beIcJ,;v uu: ripnlp i! not tak::UJg ptaa:. Mah rqWn u mx:dai. 1b. bom:l of the <!own<lraitl '"" be oritat<d diIoctIy <lowosJopc, !Nt..... bendicia1 iJ to,.lam the ~dm.o. rJ the. ban:cl ~ptiet dim:tt1 into. .......wg._ adjwt !he
10.. <lOt to l=<cep' lit. 9O-<lcs= acgIc.
All ~ s.c=cdCIIJ~ mast bI= watt:ttighL The b:m.d fIlll5[ bl= ~ ~ to 1b.c eateh at1lJ1i.ntc:zval.c.ot to Il:1Cft:!d 10~fcct. 1'1x: mn1er must cnet1d :II dl~nuJa:. of t1-fu:t, in
Je:vc1 plane bcyoad the. alopc:.
If lhc <!i3clwg< oulkt uGOt...10.,_'" _ <1i>~p"" (S~ U""lu.it<.l to puvc:nr KXJW:' bok faanarl.oo... Rcnov~ mr= tanpcr:a:ry dawnd.mi.n :Iftt:r mnatrDll::l:ioo i.t completed aOO the ~ 11mbiliz.cd. 11x: inlet 4 U!lIwl,. Il.t... dq..ft:"ion poiat in II. ~ or at ~ o(~ bonicn (Sd!). The wtlc:t 'proD mUl' be to l10pcd to mloimU.c ctOIIon IOd ClOt. to form ICOW' pocl.:.c:b Ilt ~It di~mil oI the: pipe. 1lIc.inletit often connmcttd of.sh<<t meo.I, A -J'a:" Q[ an OIL" it o~ WIled. 1'bc bean O\\'c: the iola 01LL$f bf.<< diJ:neQtf(J(.ll u; 18 itlehc:l d.erth OVct tbe top of the: pipe.. -4 feet top width uxl), I Ildc.Iopco.If........,.. add. tn.oh rar.k '" _ the inl<tftom~";"'dci>QI.. 8!>o>w<1dt1it1(p""""cnt) ~ ate; WUCtW'et. u&ed 1;0 ufcJy convey sw"&.a: tuQoff fK:Im _hp: '0,lowel: posidoo "" l!lc dope. T__ ~ ore=IIlr pl=d GO W,-.., of 01<=1..... 0< wdl-<<>mp>=d "'"" =1= than <Dtt<nclllng th= into rho ooil"" the dopc.l1...,;.,y of-.c.Io "'" be ""'" !he "",n =moo unon*pedi""....~ pa,tic or a..,1>Ic tubing. 0_ rn:a,l:Critl, such III Tri.wgle Silt; Dill: et or Othel:' opeo c:bt..n"d mll:t:c:rl.b ~ tho be: oonflgum:J tD 8CfVC a.t d.owodm.in.I, Conatructioo ~ THB DIlXT1VI GROUP, INC. %<is lDWF.R ROSWIlLL ROAD, #154 MARlJrITI1, GEORGIA 30068 DAID n.I:&\\~.nB~(;IlI"nll~~.~~AU.DiIQIK\\lJOlQ~l'-lIaI;Jt'II.W ~COI'mDUm.'\\L.In"'rHII &>>aPm!fJ'n-.ap >>0"]) l'UTMNgQQDbDMMT"O'n"'fU.lIFJN,1'lI>> caco~W'J1HOUf'nll!l En'UBIIDftJTJlIN IDNIlDEUrJON OPft!I!l~.uc.". CAAwn<<J IIBlLN<n'E 1a5D DlUK:ft:.TOI.n.'DIIlEILYaa:PTlNDJf,J'i]lCTQf'WmI'mB ~.O"** ~~.uLAtQlm(l#DUiiCefOlLt!I'\\'b'nDHtwa£I!I!D:tH'tlt3[)L11.WlNOAaI:~'t~1IT ,....~,uc.l.Ilf:lZ'iDt1jflULIIU't~lN""IICI.I!CIllP......,A1fT~(Ill*J'ial 1J.U~.u<<J~lJ.ti$I.!o(l)c~ ......"Tl(:l)iIDTl.I.~""',I.J.C*n)mfi\\lDilnUj;tIL'SIIt;(;""'bJLU, ~"lJQjIII(."",T1~ou:tI~,~.e &IlI'. REPHRBNCH DRAWING Southern Nuclear Operating Co., Inc. Erosion & Sediment Control Details Plant Vo e Landfill #3 BXCAVA7B'-DllI!JI..,,-WIDB 'JlIXNCRlIl'GlADBOP~ WTRTJ O. stllPl.8l1f6.5fl.uro t1aBiUl:"m~ 8 1YPICAL Sll.T FE!"CE NOTE: ~ S.H!.LL DB PlAC!'D.AT.AU. LOCa:nON9'W'1IElB NA.7UJ.ALGJ.OUNDSL0PB5/1WA.Yl'll.OM coNS11J..JC1o."".
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r..bIir:w:. SOD.. TmTSsrIOUlDHBL'SED TO DJ>I'I!JllIIDI,"Bl1ffi pH Of TIm SOIL WJmB.B nmpJl QF'nm.SOn.. r:s SD Oil ll!SS OR OO~ or Jnu..vvaJl'Y$, IIGRICULTIlRAL LIME5TONE SflAIJ.. BB 5i'RE.ItD AT THE RATB OF llIl POt1NOS PBR l1lXl5oJl'. UM:B ~ BI:!. O!TIPJ5l1T'&> UNWO:R1llLY OVER 085IGNATED It.!lEASiLNOWORKED DfIt)T1fI!solLIJt,i CONjUNl."TION WInI"IlUj,GK OPERATIONS AS oEiClUD8D B.HLOw.
t. 'rn.UNG~AYI'EI. THE All&AS TO DE TOPSOlLED KAVEnE>>{ BIDl!GKl' TO CRAnn NO n.BrnDlA.nu.v mo:e.1'0 o...~ A..'ID SPRl!.A!>INGnom TOP5OIL,.nmSU1lCBAOI!.SJt.I,ll.:81! LOOSrn:BY OlSCI:Jt,;C ORSCA:RII"YING1O A OEml OF AT 1J!A'S7'3 INO,msro PI!RYITBONOllt.'G opnm TOPSOn. TO nffiS1JIISOIL.
~_ wlm.~ TO:PSOillNG.MANrAlN A1LNBROHD BAOSrON rnN'd.O.L P&ACItCn TOf'SOn..pH _1f pfil'S <6A l:.DdB SHALL BE AfItILmO......-m %Jt."CO.RPORAl'ED W'ITIln"m TOPSOn.TOAOJl:5T'rr[Bptll'O iU01lmctmR. TOPSOhS CON'T~CSOWaI.BSALTSCiIlE.Ame.TItA:...;r 500 ppmSUAlLl.'OTaI!L"SED. STOXPJ:t..m
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APPt.Y1NGTOPSOJL
TOP'iOa. SJIOULD'8SJW.'DI..W ONLYWIWN rrlSDRY eNO"GIITO WORK WlTJIOUT DA)lAGlNG SOIL rt'Ulc:J'T,;tlW. A 1,;1'.1JlOlW A.PPIICAnoNOF 5INCms (UNSS'T'TU!.D) IS RECO;)UIl1!.""U)2!D,.8111':xAYBE ADJt.'ISTUD AT,.,.:w. DISaUmON OP nlElINGINlmll. Oi.lANDSCAPI!.
N1U1I'mCl'. ~TI!1lIAJ.!,* TOPSOIL SItOtJIl)8n nlA!.l.n A."m LOAYV, I'B.I!:H 01' 0EaR.l\\ 08JOC'nONil\\BLB WImtJS A:.-..m 5'rONBS II.:.-..m CONLmil NO 1'OIlCSL"6STANOi ntA'T MAY EmHAllMPLn..1'0 PLANt'GlO"'iC'T'H.. AflH MNGSOFs..a-75lS ACCEPTA8l..P. SOlL'lUASM.'1'5SHOULDNOTRXamJ}!lI:Jppn n:snNG
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TOPSOlUNG
I\\. SUIlS11TIJTE "LANDFIll. I '- MANAGEMENT UNIT lJMO"' AS APPROPRL'\\.TIl I (UINIMUM4".4" PlU!SSUlUl-TRE.Al'ED !'On pAfNTEJ) ORANGE ~ 6' B FFER OR LANDFILL MANAGEMENT UNIT MARKER DETAIL @ 246-00 248.00 2.44.00 24().oo PBRlIlANE!!{r POOL t--~245.7 I~ I1OJTOM F POND
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\\ \\ \\ '-- BXlSTING I:JRl.nE I / 11l-fOOTWIDBACCESS ROAD - BLEV 252.0 \\ ,---..---r.,.-L'\\----.---,---..---'I-f---..>......,..---./S2.00 \\..._.._\\ -"'1 I // 252.00 242.00 236.00 240.00 238-00 2+WO 1\\ rI'INAL GRADB 1\\ I P.XlSTfN GRADE} / BClTI'OMO POND/ EL V2J3.1 \\ r lllO-Y POND 1ilE'i 24lI.9B \\ / lll-POQTWIDE ACCESS ROAD* BLEV 244.0 ~ 234.00 232,00 UI,OO 230,00 230-00 23800 218-00 ()o+OO 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 ()o+OO 0+20 0+40 0+60 0+80 1-+00 1+20 1+-40 1+60 SECTION THROUGH POND LF3-01 SECTION iE\\ HORZ. SCALE: 1" - 20' \\ V3-14) V3-03 VERT. SCALE: 1" = Z ""---./" SECTION THROUGH POND LF3-02 S~~~~::~ @V3-03 LANDFILL ACCESS ROAD D~"~~ @ V3-01, V3-02, VJ.03 lIN I"""'~"'" V3-14 THE DIlXTRA GROUP, INC. 4665 WWEJ< ROSW1lLL ROAD, #154 MAJllETI'A. GEORGIA 30068 lrDIaAWJNGa:'IlEftDl'ElaYOP'l'UBIlIm'tlloCam..U£.AND.uLINI'ICIBlolA1]Qq~'JR!IIQNII'1U .lll!;1l:IlF1~'lUJorOIJlAL""7HIl~-rTl~A.:.-mNO'l'mIll!lWlCL.ailf1)'!D'A1NonlHl.l"a!OtC,l'!Il.III 0:l~"TnIlCJt."'DN~ftft"l2NctIeWD&aAnoHQf~i3D~,~'TI4I 1:'I.....~$..iAU_~01I1/\\I:IlI1f!lI'J~."tlII.~IU"(:r....,lb:I>>tD.lt'l"D.Pill)l,.""l)l)t:.l1Il'nI(l.~'lAJ'Jl~ 1,.I.(:-..:-iC..~.IIJ(:;l'm1orl)ltil,GMnt:~))ln.~ltofn*tJII.(Jl!.A..,nrc;"*t~.1'JIUUil\\t~W 11A~.U£.UClJK!'(JiH.\\U,...vrlJ:i'lOal()ll""IJfJO..ll~'I'iIEI'ANY~~'l'IIII DL\\~A.'G)MJUElIUiO!'tKOnPlC.\\noHn-a.D~.1U"1OlIm1IN'JJ:IIIDL!o~AMD,,", ca'IBl!i1HlWJl"1O'IHIl~IDU'.J.U: Southern Nuclear Operating Co., Inc. Miscellaneous Details Plant Vogtle Landfill #3 PWJBCrND..lSN_OG-<I_'-OOv -o:l I'lU'>l_"""" ._~I_*""'"' ___"_____11 MEGA CAST, INC. M'CWT k~ 8Od'~ ,.~.. SWr..ulT I;oIsr ~ ~tU.lOrs SPECiflCATl(INS. S1EEL: B:ASt:" stNJ--f4 "2~ Ole EA. WA.T WAU.s l1li '2-Ole U. 'N"Y TOP SLAB I~ 0 6-Ole EA. WA.'t AU. RD"FORONC; A.StV M1S. G~ 60 J.. CASllNG By On-lERs TOP 'WAU TOC" £!Lv. __ OIR PIPE Ik\\l£Rf t-la.E H<:l.I:: ITS RAIst HOl.£ 5;;2£ SIlt I~V. £Ltv. A80,,: 5 I I PC ~o, PC. D£SCIUPllON O.TE R'EMARKS P<ltlR£lJ REPllI\\l!NCE DRAWING I I DM..,.,' IN; D. f-lUlP-,-+-n-wc-.NUMB--BR-+-I-----'rTIlJl---------1J=F 10/19/01 STANDARD GRA1'[ INLET Cli 10"20'. fll!U F.A1 OUIUHU ~ 1-- loj PLAN \\'lEW I I DROP INLET D:;~ @V3-11 sPEcw. ..,t(S'_--~r~ ~OIJC PC No. ""- O£SCf<iPn", OAT( ~ POURED OArr rc ",C ,,"w__ SPEeACAm;**s: '. ~ 8~ SlA9--TD et;: RElNrORct:D
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ML073300654

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