ML073300653
| ML073300653 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 11/12/2007 |
| From: | The Dextra Group |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML073300653 (15) | |
Text
{{#Wiki_filter:Responsible Official: Corporate Contact Property Owner. Comulrant: W. F. Kitchens Rachel G. Bauman Georgia Power Company Kurt R Batsel, PE I Pbnt Vogde Geneml Manager Southern Nuclear Operating Co., Inc. P. O. Box 4545 GA PE#16594 Southel;l\ Nl1clear Operating Co., Inc. 40 Invemess Center Parkway Atlanta, GA 30302 The Dextta Group, LLC 7821 River Road P. O. Box 1295 404-526-6526 4665 Lower Roswell Road, #154 WaynesborO,GA 30830 Binningham, AL 35201 .Marietta, GA 30068 706-826-4278 205-992-7025 770-578-9696 Bw:ke Coun *LoC<lrion N.T.S. INDEX OF DRAWINGS V2-00 lllLE PAGE V2-01 EXISTING SHE TOPOGRAPHY V2-02 TRENCHING SEDUENCE V2-03 FINAL SITE TOPOGRAPHY V2-04 SECTIONS AND DETAILS Plant Vogtle Landfill #2: V2- 05 DESIGN & OPERA llONAL INFORM AliON V2-06 MElHANE MONITORING PROGRAM V2-07 CLOSURE & POST-CLOSURE CARE PLAN V2-08 GROUNDWATER MONITORING PROGRAM (I OF 2) Design and Operational Plan V2-0 GROUNDWATER MONITORING PROGRAM (2 or 2) P:&OMA'lL~A/.,,"Uct..."ST& TUzl-2JIUtID~ T lib
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Site Location A 1" - 1 Mile SEcnON LEITER DErrAILNUMJlBR
~ 1 V2-1Q DRAWING#- SEcnON IS SHOWN - . / "'-- DRAWING# D8TAlLlS SHOWN TIiB DllXI.1VI GROUP,INC.
SECTION LETI'ER DErrAIL NU.r.ffiER 4665 LOWBR llOswm.r. ROAD, /tIS< MAJUETfA, GEORGIA 30068 SECTION 'A DETAIL SCAtJ~ 3/B"~I' VUIB vun SCAlA 3/8"=1' ~Il nm.~.n.PlDPll:l]'Tanll~GIOUP.LLC.AIoi>>.u.LJNJOIK\ntJN~~.'TO E IIJIJ"JOOI,mDmmALWV nBaBClP!BJ!oITni9DP ...." mNOT1UE D15Cl.CIlIIlD'TUoiHYO'nUII.1'!II3ON,J'WII
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1Dolr.s"tl'OU('If'TQ1]a1~"",ue: DRAWlNG# SECTION lSREFEJlENCED ~ DRAWlNG# DETAIL IS SHOWN Southern Nuclear Operating Co., Inc. Tide Page Plant Va e Landfill #2 i.MV:-,'IJ'J": DAm 10/19/01 REFHRBNCB DRAWING lTlUI crmCKm> BYI SCA.LJ:l.. NODI: V2-00
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LANDI'lU. WilSTll MAN"GllMBt'tI* UNIT PROPERTY DllSCRWflON Bcginni.ng at I bcndl'Q1nk for ma IitI:. wblcb it a CCJncr.ca:: rounpcd "0'"= ,.;th ." ",we i"", buria.d<.1ocat<d at 10001 Ilrid Nill32.75, E8074,49, aod IICIlt mcnboo 255.07. thcoa:: going N2J 0 24-'33- E 11. di>Wla,,>f2J1B.26' 'XlI paUll, ",ell poilll t.dog the I'OtNr OF BllGINNING, tbcnce.gaing N33 1l 3Cr.i3"'W a dimncl:: of 926.81' to I pcim; U1C(I(C.,goltIg N56 0Z9'26-n Q. diltf.r:te.e of 929..46' to ... polDt; tbc.nu going: 533°t T23"E.1. dUtulCC of 933.40' to. point'j thmcc.gtJing S56 °S3'S,3-W. disW'IeC: of 925.82" to
- poittt. .1.IC:h pelot being die. 'POTNT OF BEGINNING; *.Jd Prop=)' """""",omg 19.81 oau I, BENCHMARK FOR ~'HIS SUE IS A CONCRETI! ,rAMPED MONUMENf WfrH ANGl.!!
IRON I\I\l.\lUCADE LOCA= AT NBB12.75,1l8074.49, EU!Vh"llON 255.07. TIiIS llBNOiMAllK DOBS NOT APPEAR ON THIS DRAWING. I.IW. GROUND WA1'11R WBIJ, AS-BUlI.T DATATABLB i ! THll DEXTRA GROUP,INC.
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;~J 4665 LOWE.R ROswnu. ROAD. #154 MARlI!Tl'A, GEORGIA 30068
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w:...uJt.AI.1.IIXMtl1UJ'l*!oLCJ,jWllil~Ul~.l!'I'l1ql>llJl. ..-OfOo\IlJiIliCtI..,,'I'I'Jd...~li'Y GWC-3/MW-3 8BS5.o-t 21147.39 2.5().41 202.97 't,.. 1MIZ'l'JJI.~.t.Lt.~"'loU.L. D....~ItNO~I!J'.t"'lIOM
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nl0000 Existing Site Topography I'OJloT)'OP BEGINNING Plant Vo e Landfill #2 E800Q 119500
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- 1. BENCHMARK FOR TIllS srrE IS A CONCIlE'I'Il SfAMPI'J) MONUM1Th"I' Wllll ANGLE THII DEXTRA GROUP, INC.
IRON B!\IUUCADEWCA1lID AT N8832,75. E807H9,ElJiVATION 25W7,lHI5 46/;.\ !DWEll ROSWELl. ROAD, #154 BIlNCHMARK DOES 1'101' APPE.'Jl ON nus DRAWING. MARlIrlLA, GEOIlGIA 30068 2.0NSITERO!lDShl\I!CONSTlUJCTEDII\llLOC!lTIlDAS~YTOPROYIDE ACCE.SS*ro THE ACl'lVll DISPOSAl. AREA. "'DL\~.n.f'IQfEU1'anll~.gQW.I.LC..u.">>Al.L~'DQtoiI~n:IaI:IN.ro In JaIJ"l' CO.iJtlloSm1AL.!I'I' nlELAIICIJ'm),'T'mHIOP....-m NOTlO E DDa.OI5IlD'ro ANY0TFmI.1'I'JIIQN,PmM OI.allll'ORA'naN1PJ'fIJOU'T'1HIIDftE&&)'ftInl'N~HlAnaNOf'UBD~,lU:. lRlJ Il"'~IlJlAll.Korlatmmmnx:n.Yc.l:!4DlI!C!I.TImmrJ~~9mI'l:lILDII%ftA.CIDL .... J...I.I:'WlIUt. AU..ll:JQItl1I otl1il!l<<llQl f!W\olfl'tftll!'l'PtIlCUJY:DN'Ililll DlIA'lI'OJO AU b:l;ti;!il\,Ll'Willl;'i'ED1t'I
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Southern Nuclear Operating Co" Inc. E 1oo Trenching Sequence POINrOP BEGINNING Plant Vo e Landfill #2
£8000 B9SOO REFHRENCH DRAWING
STRUCTURAL PRACTICES E8500 1\9500 I! 1oo I CODE PRACTICE DETAIL MAP DESCRIPTION SYMBOL 0 ~ .... =~':n- --
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---- Ikginnil'lg'ill ... lxncbmnk for this "ile ~ich b a (MQCfe stamped monument \I;;lh 211 angle lton barnea.dt:, Jocalo:t 111 local grid N8&lL 5, E8074.49,l1rx1KtIC E1t\'l1tion 255.07. thcncc~ 23 ~'33" Ell din:aocc 0(2318.26' (0 I poior, web poror bci"8 tbe POI r-r OF W\NDI:'ILL BEGIN '1 lG,lhcnugoing f33"3O'SJ"\V"di,,tanccof926.8I'loapoinc:;
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I. .IS 01'11.1' ONF. TRF. 'CH RF.MAtNS '1'0 BE FlIUD IN THE I)E. TRA RO P, I I TIll I_~ I)HU. OI1WVA'nO' ( TllIlTRflNQI 4665 LOWER ROSWEll.. ROAD, # (54
\\'HJLEBEING I'IIll0 W1U.G* 'ERAll..Y8EATOR MARIEITA. .EOR L~ 30068 BELOW SURROU mING GROUNn URI'.ICF. '0
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El0000 Final Site Topography or Plant Va de Landfill #2 1'0 I BRCI" r \lNG
" I DlA~ 8" 1).\1~ ORA\ONG NUMBER V2-03 E8000 ~ 119500 1
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N ...+ MANAGEMENT UNIT MARKER PlNALGRADE SECTION HORZ.5CALfl, 1" = 50' VERT. SCiII.a 1"" 10' l!lClST1NGGRADB LIMIT OP TRENO'IEXCi\v AnON W.4JER TABLE (6/15/04) S~~~~I"_ 50' VERT. SCALE, I" = 10' V2-02 DETAil.. N.T.S 1 V2-04 V2-01, V2-02, V2-03 6" TOPSOIL UIO' STEEL POSTS. 1.3 le/FT MIN 15.00' WIDE Dun MAX SPACING 4'-0" o.e 4.ocr 4.()(1' -+--- ROl\DWAYWIrn - - - - l - - 4.00' 6" CROWN 6"
- 6" '4 OAUGE WIRE eAO'ING 36" SID FENCE fABRIC EXITNOING 18- MIN ABOV( EXISTINC CROUNO SURrACE ROADSIDE DRAINAGE SWALES (AS REQOll\lID)
LANDFILL ACCESS ROAD D~":~ @ V2-ll2, V2-03 FINAL COVER fiLL MATERIAL D~;~ @V2~3 EXCAVATE 6" DEEP , 2" I'll DE TRENCH UP GRAOE Of POSTS, WIRE OR STAPLE MESH AND GROUND LINE fABRIC TO POSTS. NOTE; FENCE SHALL BE PLACED AT ALL lOCATIONS WHERE NATURAL GROUND SLOPES AWAY FROM CONSTRUCTION. fABRIC REOUIREMENTS: 1 TENSilE STRENGTH (LBS ",'NIIlAU PER AST,. 04631). WARP = 260. FILL = T60 2 ELONGATION (l; MAXIMUM, PER ASII.I 04632)' 4{)'1
- 3. APPARENT OPENING SIZE (MAX SIEVE SIZE PER ASTM 0475T): /30
- 4. fLOW RATE (GAL/MIN/SF. PER GOOl-87): 70 THE DI!XTRh GROUP,INC.
5 ULTRAVIOL£T STABILITY (l': REO'O or I IIIAL MINIMUM TENSILE STRENGIH. AFTER 300 4665 WWE.ll. ROSWllLL ROAD. #154 HOUR W£ATHERING IN ACCORDANCE WITH ASTM 04355): 80'l: MAJt1ETr.... GEORGIA 30068
- 6. BURSTlNG STRENGTH (MINIMUt.l PSI PER ASTM 03786): 175
- 7. MINIMUM fABRIC WIDIH: 36 INCHES
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.Ill. aFfctlKnD*)IJlA.L"'7HII.lUIClHllioTTldatlf ....o mNCtr'm 1Il!l1lJlCJ..Cl5il1)'n),!JiI't1ln1lll.1"III!!OK,1'l:I.liII 0ilCI:*J'QL~'TnIOt."DUI~'ftft"I:~!XIfWDiILlo'nl:a.l0ll')t3[)~,~1'I4I 1:l....C1M';SUALu~orIll\Uillfln~.vtllil~C:nItC'" ...'j'~b.I~~Uli'ttI"rtll.fI<<n'U,.(~1'II" u,c...,.lI:.. W.IIJCf01l(Wl)ltiI:GNU1:~~ ... tll~~n*()J.l'lllA'II'r:<<":o(!~.":¢Wn;D''
11A~.ULUClrlK!fJif"\a.h"UTUi'WJOLI(JIJHlI'JD.I!l~'I'AID'Nn'-=nDNOf'l'l1l:!l IlL\'W'D'OGA."'IDNaUli:laiOlt~nn.:DU'mAoGIOJP.1U,'IOUlUIN,"lIIta!o~AMDALL Sll..TFENCE ca'I8I!i'nIlWJl"'lO'IHIl~ItJU'.J.LI:. Southern Nuclear Operating Co., Inc. Sections and Details DETAIL @ Plant Vo e Landfill #2
- h. .hIbelltos--cooblioil)£;wute. ~hdl1x: ditpoltd o£i1.l.tJ.d) :fIllJ.SOo.c::t'-Q Mt to dc:sttoy r:he mtegri:tyoftbc:
a.!o'boc:5tm-am.taitIing material ~ priot to the. phccmcar of 00\1"e:t matcrid. DESIGN & OPERATIONAL INFORMATION 14. A Gro<uxI...... MoWtmins I'mgnm Iw """ m.pt"""M See Dwgo. No, V2-09 ..d V2- t 0 fa< w.!""Il"'" clr:lICrirul)11. In 8dmti.tm., 1lJ.l.fta. ......t~ m..cmitori:cg is oocduam at the P1JInt IltKkr the Plant', Nlotiaml Pcl.Iumm.
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~~flft 2 i. FJlling lnd dOSlOg of the Ubct.fOlI t::e.c.eb will be. conducted in the u:me In:lC\OC;l' u the oon-ubc:ltOl!l trtnd1.t:8.
DiodwK< Iltimim.'on SY'' (NI'DES) p<mili, md ."..,.* .n of the I'1tm't ~. """"..., aocpt for the. tpectaJ 'W'lUc: handling lIIod cover p-r1XCdW"C.l! diC$Cb.bc:d Ilbo\~ The. pc:r:imcter: of the ulJcs1tJl tt'tt1Ch will I. lb, 6lWlg of _ 1 <hrougb 7 "lA<Idfill #2 <OOk pJa<< tbroagb 1990 wi ",.... tod of q;>i<tl """",,,,i<><. dcbti> 1 I of I 'be beaned to pteveot IltOrmWll.ta" Nn-cR &om C;QtC:ring the 111::t:u:h. StemlWUCl' thJt directly c:ntert the ~ fill atell wtthin the :118 ~tof, trtl'lch will bc.l1lcwod to ucwnulau: tnd pc:rcoktc within the trencll. A mJmtnwn of ooc foot of pc:arai duriDg plant oomttueti.an. .Land dCiIing 'WtIItr:15. ~.I!Dt pb.tt.d.in the tlc:J.t.bcs. 'Ih= :R&bcln! ttm.cl:1 hi ml:: D T Il£ETI
'frcd:xnrd' in the aJibc:ltall:ICDCh will be rrWot:a.incd Il.t all time! to.now G.dcg"uatc ..tonge volume for the 2S--)'CU, em}' rnamd}' amvt:: area.. This tn:och is usa! to dispme of a!bmoIs romaining ,,-.:u.tClo from P1aotIl HatdJ:am:l Vcgtk.
16.. Out IQ rfu: ~lX of l..analfill ga.se5 ~d :I.l ~ h.nd.Gll, a 1oog-t~ mtthi.ne gas moailoting ptogftDl ba.t 24-bour <tOm (6.8 iochcr of W>t<< dincdy fLIli"ll iD. th, op<.o treOCb), l"hh iDcl'.ll:liC& wutes Bum u. brokm c.cm.cnt--a.!lbc&tos fill mcem removed from tht cooling 'lOWCRI, WUit.e. PR 11I011' II \\/\ 'E Ii PE 0, OlE KL T CemMt-Qbc./ltoe tr.msit~ boud. we~ l::~m.t-:L¥~ro, piping Im.~ and :lAbes[Ds.~ roofu!g ~ bc:m implemmted. 'fbi.! ~t~ i5 ronduered in aecord.ance 'With Ih.e HID spprtmd.M~au.Monitming Rd'c:r w Item 2.3 £o!' me Pmhihiroi W~IC ?b.n and hem 29 .thr Spccl:al W'ute .H..aodJlng. PtogtLm, dot<d Sel"=ber 2000, """ "'1 up<l>n:o ....ppfiahlc. See Dwf; No. \'2-06 foe pmgrt'" dCl<ripti<J<.. DOl" oflood .od dWlIp iospc:cUon -7"""--------- Londfill 'umbtr #2 0' ~3 (Circle one)
- 17. A bWIdo= (%6 C&t<<piJlu '" "lui"",,,,),.;n be ~<<1 to <1>, 1>nd611 ODd will be uOli=l Ie petfonn..,., W..I1< Trench Numb<t _ _
=eblog """ 6lllo8 pro<<<lw... If "lujl"""" ia oeede<l f<>r ""'" o<ba p"'J'O". k.,,;jJ be obWoed "" 0 =I"""l' Genernl descriprion ofWllStc 10 be I.ken to thol.ndfill _
The: .lite i.& spprtmd fm di!poBal. of the W'J51:e d.csaibed. in IkDI 2J. bu&!* .A wue:I: trUck, portable wate: taDk. or othu 'lfpropAue ~ equipm=t'Clri11 tJao be ...vaibbl.c. as .a.c.cd.ed.
;L
... Total vQlume o(wete -1m! c.avu _~_~_~-_~_~_14,222 C'I
- b. Soil volume for CQV~ _w_w_w _ _ w. 4,Q24 CV P hibiled W.SlCS Obsen'cd Prior 10 dUl.Uping Arter dUfUIling b. A minimum rn-foor vttrlc21.sepantioo shaI1 bemail!..l~l.im:d bttm=en grmmd 'ate' and the wa;str.
- 1. A1jTAiIIl1)le on,ite .__._ _ _R R_R_R 4,[)24 CY
- 2. lro[lO'<W ,.,...,.,.,.,_,.*,., ,.,.,., ,., ,.,.,.,...,., .___ 0 CY 1~. A opoda1, ~ ..be.roo t=<:h wiI1 bepro.ikd" thoW>d6ll. Tho t=<:h ","rt be d=-rly nwkn:!.mh Rl1diQactlw Wutc [he. I I no [J '" [JM Co All J.an.dfil.t IIcmilies will b.:: c:onductrd in ac:c:oMancC with the Rula for Solid Wane:. M:in:lgc:mmt, ~
wuning .igni ilod (.C(US iJ lim:ited to tuti'l(lri}.cd '['I("S00ftcl. A Jigo. "i.n be potted lot lhe Jlu)d,fjJJ eDtn,nc.e to jCldictte. llazardou W8S\, (",lvon: rain.$. !.los I J 00 [1 yeo I}no 391*14 .00 '''''''' gm=d 1>>' IlPD.
-OJ_ ""
- c. Solid to .otum, ("'=t='ed) ,_______ 0 CY t;he dl.!'cctiotl to -me vbestos diI~ t.!'Cll o~ we. utive. tfC..OCh. eIC,)
- d. ....be."'" ...." .otum, (compacted) 10,1!l5 CY Biomedical Waste [J)"" (J no Ill'" I] no 32. Consttuerloo Ca:titicu:ioo: WDtiul ~&u:iaD by .. prohaaionaI ~ licm.sed to pmcbcC in Gco:rgi:a 'iP'l1l bc=
- 20. The. bodfiD will DOt be u.IoCd aftet nor.m&l hOUd. A~ to the la.ndfill II eootIOllod throu;gb Il.utbociz.cd lD:oftbc Indu~lIri.1 W"'!Ie (lig/lI bulb.. balt.n", () y"s IJno lJyes I] no aubmittal to the nPD tl:;) cmify thn the &a';ty lw ~ 0X4I~ i.a uxmrlIl1U:r: willl the .pprln'ed ~ :t.1Ua 1IDdfill f<>r pl"'" opemiDOI ""ly. Th, landfill!> ac=cd t!llouglt .10<10"8 gm ""d .,,,,,.. ., th, bodfill i.I ",ouolled "hemlcal Ctc) _ oha1l be "1"',<<1 f<>r CLCh IO"l' _jor co"",,,,,,io,, ;e....1ncludi<lg bu, !lOt Jiltljted to, 0'" ceJb 0<
<l:otoogb tutlu>tise<l "" of the J~ 10, plt.o, op<:rIl,""" oo1l', phall Roofing hingl.. I I yes llno 11= II no =cllcI, .ddiliooallnOllib:>tillg wclb, octii=ot pootia,lcschate ~ ~. wlid L ')'01>1 "" _. , t~.ll ACRES Purres<>ibl" \ ast. food. food [I '" II no rI yes I] no wute bwdling tmXQ', -nd ~ 01 final co..,-er.
- b. Usable _ " 1.7 ACRES 2t. My wut:c: or litItt dlKXJVend mnsldc of the tn:ndu:1 "iIi':iIl1x placed in a trcnc.h. Pcncing or other lIlC:thoW. Ie conu-uners. refuse.. etC) 51 YBAlI5 COIJtIollitt:r arc flDt: OI::cxla::I bcr..a.i.I5C wind*bIDwn 1i.t:1c" h DOt a problan du.~ ro th.e lack of lim:I produc:::il18 matc::it.t in the W'&Iltt.
il lI,ers or Oil)' Deb';
\ .SlCS c.maining IT.., liquids P<;B \ as,e (oap.cilors. nlJn~nl fly..
[]yes I J)... llno Uno []no [)yes [J yeo rlye< II no I) no I) no 33.. Nt'~: The: li.oo.tm opr:t'Il'ti~ ~m nOt ~l.t.r:t: Uly aPflIiQl.ble ~uiren:'l(:(l~ dltVd.op:d '1J.1'Ii:ler
- Stut Impl..,,,,,,,.,,,,!'lLD (SJl') .pp""cd '" p_ulll't<d by the U.5.IlPA, Qpe<> b.",;"8 ofODOd .........
w.-eq."" ~ of t..d elettios debtit, diooued"... at debtiL &= _ _fat""
....... p "l""-'iOOl, obsll"", be
- 3. Wllnc. it. to be dl#.l'lpcd (rom tf'Ij;e;k1 into the Ill.tld611 ~eI bcgiMitlg A the nOM end of ~ ..e:t1vc: (open) light b.II.. I, OlC) C:QJ'.duetOi
"",eb. Prohibited C&D W.. le (,reated wood, II rJno lh'" t ]no 23, PROHJBJ:rBD WASIB PLAN lead sllcelS. etc) 34. Eoviro.o:mco:tllJ. PtOt<<ti.OQ; The I&l'IdfiIl U1alJ be. opcntcd. iJ1 sw:h o:wlIW -Q! to prevent ralr.1aDd. Ot"'W'lltCt
.,the landfill p<>lh>tioo.""d1"'bli<h..llhho.>.oro.,
U,;"g 0 bWIdozOl CJ!6 Ct"'PiJl&! dO'LCr '" "lui..lem), . . - will be opt<&<! and "'~ into 15-_ tnuimum prohibited wosle ohed<ed .OOv. observed pnor '0 dumping ~, D"'iCtlhe in d<1AiI IlIU ..biIO ~ t !\\IlIQ<:n, slop< "" <be ....'" ' ' '1dog oil<&<<. M&ledW [>I>eed In <be WldllU ~ be 'Bacli load of'W'6!iD: win be inspcct:aI prior W trUlSpon; to me: 1a.ndfi1l.-and aftl:J: p1accmCC:l'tof~b Jo:ad in 'llo ttmcll, m 811)'
- 35. l'Iobihi,ed Acts, Th, W>dSIl ohalI be "l="ed md ttlLlolLio<d lO 1"""'" "P'" ~ ...vcogiog. otId lho "P'"
_pa<ted ., the leut pt=iad roIUOl<, =cpt <hat ..._ ...... will be 1w>d1<<l .. <IoKribed in Item 29. Cl1.lIW:C that probfbitc:l wutC iJ not di$po&cd of ill the. bndfill. An imp<<tioo cbc:r.klilt (Ilim.ilu ro the ooc. bc:bw) will be mc:d to dlXUlllClJI thc.~ u\mJ,pJt1g ofwu.tdI. s, .&mws-oon.t3ining WlI.!itc will be rovcrcd 'With 6 inc.bC5 ui cutb imm.c:diatdy 'Cpoo placcmcnt l.c. tb~ ~bc!.toe ttCZlc.b* .l..arJdfi1l DpUlIotiOD30 will conain of moothly e;d]B. Moodtly OO'\'C' will be: plaad in ooc-foot layc1 mr thc= malb in whir.b ttm£.bra ~-uaal. Dailf OJ¥a' ill not rr.quirLXi bt=c.auac. t.hJ= 'liIr'Ut!= (non-puttalclhl.r. oomtrlldioo d~ Il.. 'l'be: foDowing w:utlc!l an: acaptI.b1e for: di.Ipoul in the 1and6I1 (typi.aDy only :u'bc!!itt16 'Ii\o"Ute wi.Il be di-!pOKd in ob, A.bet"" 1"""'b), Oescnbe to det8Jl an prohibilcd w. '" checked abow observed in tile I ndf,lI cell after dun'ping 36. R.cattd ~ Ja it bccwnC8 1I.valh.b~ the folh::1~ltIg infmtm.tion will be: rcamicd aDd ~ at Iht: VEGP m nc:u_ the 1abd.fiI1 in a.G opc:n.t:ing ~ ut in aD altcmal:ivl:: lClCUion IIopprovai by the Din:ctcr. and o£fi<< walltC) dDe31 OO~ poK potcDdal problCDll with diBcuc: ~ odor, ~ ~ fhe ot a:I.~. 10
- Ldditio:a,. appropriate urpti will be tUcn to a:II:l.'l=o1 dillcase vuto[]5 if needed. Thc:M: ,t;tepII will be appropriar:c far: the
- Inm Wastt - Wuk: l:h.at will DOt a:: b DDt.Lib:ly 10 CiIornle-leachate of fil:nroom.mml amccn. Sm:h w.m:e i.&
protecdcl[l of bumao heah:b 'I.Ild t:bl= mvm:mm.ent.. 1iollmI., =th-Iike ptodwD, ooo=.mmrl a>plWt, rock. brlcD,yud <rlmmiogo, ''i,1imbI wI~
!fprohlbi'ed wut. obset'\'Cd ,n Ihe I.\ndnll, .n'erdate ofllOlifiauion to Environmental
... (.Qfl..Jo~Ql':! and Dem~ Wl.Jte - W'Q;tC 1i:mitcd to untttatcd lumber, brick, ~ wa1Iboud. illJlJ.b.titw\
petioli" I
- 6. .MDmhlY. Iil m.inimm:n ~-fOiJt:"~ of int~te 5O..i1 cove: 'Will bc= p1urd ~ thr. aposai wOOciDg sur:&a= of metAl olir.ling. phrmbit:lg ~ UlC.l other.inc:n. buUdi.og material.. Thi, 'Wa,te. mal' mull Io:rm buikUng mucrials-.nd the wastr. for thD6t: tTttlchtB used in that.month.. ouhI>Ie &="""ttU<<l=. ... cddIng.<<ptk,Ukl_"puul,,"I,=- ~uiI.li.ogo o.odotherottuaures. /\dditiDnallnfomu't1on _
- A.!Ibc./llO!l-Cocn:lic.mg Wa.srt:
- Wll.st~ th.u i~ in. put., 01' toWly, o:.r:nposm of :l$berros, :Illoo-bu:mi.ng m.int=:ml.1bu
- d. Any MSWlJl unit dc:.aign d.ocumcotalioo fur p1aoenm:J[ of 1cach3tr.. or gu coOOo:w.t'C in -a MSWLP' Wlit u 0lXUfII in tibfOU' (Q!"JD a.od i$ ~d as 'l hazud ~ hca1lb. T.bi.J w:l$tt may include ~ ~te boa:rd, gaUd:
[cquim:l undu RuIr. 39 t* 3--4, _t<<W. """ btob:n <=>COt*...bet"', fiJI_ <<moved from <be ~ ",""", ThiI ""..,;,.t ...;.u be eli,posed of In 5, Soil A-oo> ll>e =anud =h will be "oap;Jed oco< <1>, wi", t=<It. Th.., ooiI 'lOCkpile> will be of ,uflieiellt * = b opeciliadly d.,;g,,<<l <Xl =pt "be<",,~........ Ins""clion tOmplctod by _ q"""Otr [0< the lII<>ll<hly iolelmCdiatt cove< owl f<>r Iir, Pfo<<<:<ioc needs. A mioin>w:ll of:l> <Ubi< fUll> of ooll..,;u "'1ncn 1Dd.unclll Solid. Wute
- WIl8t:C limited to iAerc mue!iaLJ $Llcl1 U lmu.sabJe .aeb of co:oc:cu: mi:L ~ Anr danQllllmltioo,. cmmcatil;m. tiruicg, manitori.cg, k".fting. or 1l.n.1I>'tieal dm. Il.J requim! by R.nIc 391.-3+.11 be: kept within 200 fw: of the. working ,umec or ~r:c= .., .n ti~, iQr fire atiDp~ putpOlJe!l. Silt f'mci:ng W11l ~
0Dd-.12;
- PLckIlIg MI,<tltl
- W*,,, ouch .. ..ood, =dbcwd, paP" LI>! poIletI plac;oj ilQllg thc.ll1W~ dCVltiQfll of tnt. ml)nthlf wil ",tQCkpi.al. SiDCC: 17'C::nr:ket. wi1l \:M=: bRddffio:i 'IiWh only 12 'Ya of .. Othc.c lIUte::eid* Other wo.uc ~ 'IIri1I be Q,ucb.r.a;;iud. by the BnriwnmcGtaJ. Spocci.WI OlD Il ca>> b}.... ax
£ CJosun, ODd P",,,-<!orut, =< pIam wi aay momtotIDg, ""ling, or...Jytiad do", .. reqohr.d by Ru1< 391-34-.1'1 the. or.igimJ mat:eml rmlO'olc:d. tloIerc: ~Il &lWt:f1Ilx. .. )~ volume. or tmb::rial Oft Mnd tor lftte:m\cd..iatt: CQ1IC:l" And f;re basis.
0Dd-.12;wI ~tiofi.
- 9. Tht: ~~~Q'y MIl.IJ.qp ~ mJpom.ibk. for ovasn ..~Ilioo of tb.e b.nd.fiD to O)~ pc::noj[ oompu..o~'Wit}, tb~
ea~ 2$~ ofit$ opcntioo. ... Noo*[Qc:rt CotII~c)o II..Od Ocmolitio" w~
.. Noo-Io.c:tt H1d\lJ,uiJ.] Wute:
- B,,,,,,cdlo:sl W""" * ""t* .....,. th<t """"'"'" l"tlu>IDgi<<1 ....... ~ioJO(!i<tl ....... '" dllCL1<lod m<dlCL!
~Ldpmcm,. bw; doer; not include tw:h MJ1C that. hu been. ttibtlized ~ng atIIKllf7.et 1M type tJUtmc:ot !yItc:In.
11, A cliTaJion ~ the: pa:imc:tt;I: of the- aai'ft; tfaI£b will be: cn:a~ IiQ u<<<kd. to mimrniz;1; L"'l.l.tIuff ODtc the: litt:.
- PuJrudblc W&tite. - WUtt.: thilt ,!wdd)' decoD"lpo&U by m~nitiInL Eump}cll cf putteKfulc ...wslc inr.haI~
1be tit, "'All be pded wi dWlt<d ., o:lioitoi:. crooio.o, and '" drlW>. ..."" from <be ....... of the I:otdfiIJ. IJ> bu, ... 00< n<<eIurily 1imitcd ttl, kiIch<ll ....... aniouol ~ reru." desd m!mLlI, gubo.ll"o ""d """'" tb&lll add.itiD.D. to dxx 10camecI w:bcc. water control tn~ O'l'cn"D .site Iour&cc: wa= is ma.tL2ged u=da. sib: sw::&.cc CODtII.miwdcd by.suc.h ID:lItr.n.,h (nu:.b iA WD~from affio:: uta.! c:onmining food COlJlaiccn). AtPIam: V~ WIne
.fU.Cb. all food.liquida, cofftt grounds, md Wlllte &om the 6ik: c:aktI:r:i.Il. uxI offiCI: :IIt:U mun be di!5poacd. of i.o .stpU"Il.tI:.
""'" _ _ pi"'- Fi&d _ " ODd dls1mbed ...... tbaIl be gmlCd c=pt I", ru.do LDd o<tlve.....-.beo, clumpeteIlJ that Il.lC NO'1 diHpo!IaI of in ~ site 1a.ndfill. 12 All piS !ecd 'Will bc.l.welcd i.n u~ with U.s. OcpcttnCIJt of Agtk:uJtmc: rWQ- -ux:I RgW~t:iow. r.mdc:r the '"HIIZaI'I.iouBW":I!ll:' 26, All ""ploy<< fL<iIi'" 'oiU be p<<Mdcd ",." VEGP, Employe, f<<ilitj .. incl..Jc "" """",-driO<illg..-. ~ F~ s= &to PJautiug to cm.bIiIrh n:ga:ativc; arrc;t will og;;w- witbW two \\o~ of fuW pdiDg oftIx::
- Radiol.aivc Wut<<=
'" Fmc. Liquid WaIlb=:
relepbooe, lin, Lid wi ollicc 'I"'" tI'C:Qeh ground cover. or in ilirtw:bed. area! that will rema.io apo&Cd for More. thAn t:b:rcc rnotl.th.8. The: £ollowlng ptoecdurcs win be ~ .. PCB-Canmining W-a",tt:
- Sacitsry ("""ll') w...,.
L 1he fallDwiDg u=m.iDg !chrouk wi.lI be I:M minimum -ama.ml!i ~ tD a12blish vqct2rlan 00. tt:u= doeo:l ,.. Non-hurt kdDsttial. Wa,stc - 'W:l!IIte= mc.b 'H apirm chl=m.i.c:i.ls and producm, .spmt light 00lbs., !opelt b:iI:tt:I:!iC!o, 28. No onlin ao.I"id wa.stt proc.asiog dur.h Il.5 .shraldfog will bc:. pc:rfol1m::d. ttcm:bcI and ather dL!turbcd U'CI.lI: oshsUlted d""""",,,..u, =l =bon. mJ d ..... up debrl~ cb<mia.1.piIl clcu>up debtio. >Dd opeot cit =l hyd<sclJ< 61..... 29, SPBCIAL WASTIl HANDlING,
- 1. Bet..<= April 1 and "'"11""31.,40 p<>UD<!o ol&rl<<< Lapod_ 20 p<>UD<!o ofPemocol. B.Jn.lI""'.20 .. Otha: WaJjte= * !ILlc:h as uphalt ,_ _gies, ekcfrome cirr;.mt boud.e-, s.el:ap lim., and ~ or CRT ~
poundo of IIttmwh pOI, and 50 pound. of """,,,-tap millet p . pet " ' " L ABbc3tu!i 'ili"6.litc. ~ at l:hc l:wdfiIl ~ill be dcsiptm fur: :I5be5tD:'!i WIIo.!itl: culusivdy. 'The ttcndtes d be
~ If l""bibit<d ....tI: ia -.d in * !Old ptiot to diIpooal io tho J>nd5lI, it.,,;jJ be ",,"oved ODd the ",pomlble marked with wamlng rJgm -and aa:cHI!' will be limited ta aul:bothed. pc:nunnd..
- 2. Bet..<= Scpt=1= I ",d Much .11, 8() pouodo cfSdc.. ~... 50 paund.o of ""D<tIl ')", o.od 112 p"'t>llIId will be tlOliIied pollcdi of AbL12Zle !j'e per aae. b. A.slx:IUD! 'lIo"'lUte v,-ill be: covcr:cd with *1: leut 6 itlebCll of Cluth imm::d:ilttcly after CIl.dl ~M i11to the IIIdbd1:ol d_ Tf'prot-.dbited M . I tC ill D"'~od in th.e.1md£i]1 tr~ch II.il:r:r: dispoaal, thc::WQ~ '1:1."I11 be runcwm &om me trrflcl'I =od>. lea"i I b, 'Ih~ ground !1U.flur I.bDUld be shapM. if ncc:C5'!!iary. BO thu cqWpmm.t can ~ uam ufdy -and d1i.cimdy dn.rlng -and ~e feJpotIsibk: personnel Mll be notiBed immedat:e!y (prohibtcd W'JJiI!:C dispoocd Qf in tM 1uId&Il may re.qu:ire 1lllV. I DAn I
!erd..bo:l pn=p:ustion. fati1iz:.:n:ion, !e=oililg, mulch.iDg a.nd ~ Dft:hA= ~tian. NodopnwiII be §~ 000<'",,,,,, t<> EI'O). lUiVtSIDNS: t:.htn 3 ~ 1 ~ An:"OOl$.JXJ Joox: ~ tbtt ~'cmW im;etfc:tewUh Kedi~ O~ mt.il)tt~occ:Il'IAII be f.tOl..Oi'ed
- o. The Si", Ett-koome.w Sp<d>.liI, wlJI be conb<ted .;,Jt"'y q-u""", about ....'" W, ""y be ptoblbit<d fto<n do M..t<tial ......miog ..betroI .ball be hmdled, ,,,,,mer!, WDtked ...d dilpoocd of io SOOOLd..", with 29 (]'It I'Il.O]RcrNQ.;SM,;.:OC<>=,;.:I'OO:..:..V,;.:""=-- ....:..:flUll=""'""=:.*~","",:.:..:.:o..':O':"':_=::~_--!1
&= tho oud'><< p*" '" ~ dio...... 1n <bebod.5ll. 1926,1101 ODd Plam l'ro=I=00265-C.
~ Ifoeed<d,. 60dr groo.od ogti<UltutLIlin>e<tooe ob:olJ be 'P'"'d cvCllly otl tb.<groo.od ....... II the "",of I 2 THE OEJITJ\A GROUP,INC.
-=
<Xl 46/;5 .LOWEA ROSW\lU. ROAD, #154
_t<d '0l1I P" ptiot .,.~ the g<oUod io ~ of 1COiIng. £ IA 1l<COtdaoc, ..ith re=-d k"l'illg -"-"",<.0" (... Item :l6)
- SlIng 'I-.r"" ..,;u be uLed (",-",<til or de<:rJotI>:) ~~ 'Drc li.nd£ll epemtor 1I.lJ..d pe:nocncl kwJ.dI:l..cg UJd dispo-dDg of :ubc5tD!li .a.IJd u.bc:lI'tm cumaining matc:ial mu5l: 1ILI.B.IETJ:A, GEORGIA 30068
'" "Dto =otdt, illcludillg th, lotp<cioo."Il<c.kIiIT. fDr lc!po:6oo by BPO _poD request- ~ _ , . and n,u".. teqUiecmcntI of 29 OR t 926, II 01 """ I'1Lm P.o<<d= 00265-C.
- d. Seed ,ball be tpp1i<d ill the quatl<iDeo to obowtlln thcl. ~ dodug til, _ pIo.otiog "'"""'" <btl !h<ctt hom tbe _tt1mooltmins oftbelwlllll> will be ~ d., CIl=i>Uy FertiliUf .h:ill ~ IlPfllio:i otthe 10-tl)-10 p~w;thin. iltUg.C of 600 to 1200 pow"~e ~ 1l(:1'C. '1lu.ft:ttilittr$hocld ~ SpecWit, """., D<><uIn<lltCoottd f<>r lil'n;,ne """'.... E.V'.l5ibIe: mrl!!.iD:llJl m thr. out!dde Ur ue pmhi.bi~ dwing em: c.atlca:inn, pmerssiDg. packing, [DflSparting or be 'l""d "'"" ... ~u1""" ",cd o~, ""'1"<"<' om" 0l'l""pN'" "l'-"p"""l dc=po!1i.tion of ll.'!Ibc:!Ito! aJIll2.inicg Jll2rtti2l.
- e. N(ll;t-KO:l beui"S hi)' muJch .hllll be ~prc:1lrd Attbc: ~te of2 tOm peff,(:(e. Mu1eb. nhll,]l betlpp6(d with1tl24 g. A.sbc:!to! mctai.ni.Dg wa.srr shaI1 N- Inkd ic.leak.proof eonmmen. aod l.a..bili:d with. tht W'Cltth ~Uucicm -
diet &c:eding. Muk.h lib:irJl be appllr:d. ....1Jh bkn,."CI: Imllchint; ~ 01" otbc:I: spn:ading cqllip;nc:nt dcsignc:d """'"" Albetto< £%en
- Maid 0pe0Ing or Bt<iliog Coo"",,, .I\ea.<tdog Aobet,oo ;, Huudooo OJ Your H.<oI"'.
Southern Nuclear Operating Co., Inc. hcul1l for WI V.upose. Of b}' bJ.nd. ]f r1cce!1W)',1l.l'lc:hot Inr.rJUI uring "lJAde1" di.llk~ 0.1' ditk twrow eql.liptne:ot" ptunc or otkr similar word.i:ag &, tpea£i.o:l in Plant Proccd~00265-C. or 1~'DtD.ttic tlIcI::ifi.cn or bi.od~ Design and Operational Information mcsh/~
- f. SuffiO=m Wlltt!' dun ~ ~ ,Jowly O'-"t:l'. thrtt'ftU period af'tco the _pplicarioD eft mulch '0 e&t:l.bli6h a good 8tand 01 ~s. SiioTj'daJfJ alter. the. aPr'tkarioo nf IICol=d a.nd mLlld!.. 100 to 300 pound, olll.mmonium nhnte sball be I I Plant Voe:tle Landfill #2 I DWG,NUMllJl l I .~_~~.~O~A1~~
. DRAWlNGNU1ll ERV2_05
~~jl~~~~=tl====~~=====jD
!pr~mreCKcltICrr.. lUlF, 'I'I'nR 10/19/01 CfmcKBD BY~ SCAUlr REFERENCE DRAWING NoDe' I-
Methane Gas Monitoring Program:
- 1. Objeal... 4. Quality As8urance and Cootroll'rocerbttco
.... moni..,;"g F"8""" .. f<qUit<d by tbc G<<>rgio Jll1_
This Mc:I;b~(: Gu Monil:06Gg P~ bAs bceo d(:y'dop::d for 1%1(. ptiv2t(. solid .....'Ute ~ #2 opc:rucd 1:, Soulh"" Nud= 0pct0008 Coml""f 1<1'lo", Vogtle ill W.",,,boro, ~. (ll""'c Cowlty), The obiccti>-e of Proteaioo Pioisioo (EPO).;' '0 _ the
- SlUnpliog will GOt be: pttfonned if COL'IdiuOJ.U condlolCiTc. 'to dcct'CUlDg gu COOCUlttltlioOS .te pttSC:Qt (e.e-
_Ira... lor.....,,,,,,.,,,,,,, of p"'",oolly cspJrni.. 8"" ;., the ,ob><:i.l ODd alocg mao-lllOde .UOl1 P"b-l" ......d lUbe"",,, Il" pru>"'" Jess <!wl ",,",'phclic pc..""")' Irl .... <>><. _!iog will be dchycd =il5I>Ch nttr:by oo-du. Itnll%llf'QI. 'I'b=: informtltioo gadxraf From W gQ mom~ lIwiooa wilt be. uta! to ~L.tl.tC. the condic~ pus. pcm:ntW aplotive ha.zan:I t.~ociat~ ~-itb. the ll.C'.ClltDuWion of tnl:I:haM gas 10 COD~ betwtt:o thl: mttha.o.e PVC CAP 8" fl=mo.biliry liali.. (5 '" 15 pcttCll' by _ ) ,
- S=plit>g ""'" b< roodoe>cd 'O'b"'8" 1""""""'" I< amWo>um. So,b<wfacc p wW'fll.1 C)<< and geoc:uDy uc
- I. muimum dLL-ing the.rtcmoon. 'l"hc:tdott. o-.mpling wiII. be:
LOCKING srnm.
- 2. Mollirorlng System Design and Ccoo1ruction maiuc:wI :aftu 12=00 mxm...
PRO'J1JcnvE c.-.stNG
,. Gaa prodr.Jr;;tiv,n ~:ill va;ry with c.1wJgd 1n.llCa.5om uu:I dinwiI; ~ Ead15ampli.cg l:'l'CDJ: mwt be
""cw COO<!.ClO! .....J<r che 'om< c.ooolitioo.o, u ....... pouihIc. .. Ihc prc<<dU>g ""'" 'l1><odO<c.1hc Givm dx= rdnfvd)' high .. bill!}' of th~ lIballow &Oil unim to n:ad.i.lj-' Il'alWni:r: I.fi)'ao:;umulattd laadfill g:l'. ~ "P""'oc will tbc log of lIIc .... aDd """'"""" Tb.icll ezisted clnrillg tbc p=<diog ,,""l'tiDg
_..n. 0==1 rom afl""'i=tdy 5 fm bI> to 25 £oct blo ....oosidc=l adcq..", for ldoD<ifyiDg..". C'lCflt a.cd utt=mpt r:o ~ tbo~ mrulitiont :I.e: aurl)' .e, pouible during m'bKqumt C'O'CIQj. 1atttJl,p5 m5plioo. No ma.o-made pi mip.tioo pathway! ue lamwn to aist at tbr: 1andfiII...
- 5. Bval.uatloa...,d Qcponlng ofMODitodng ReouJ..
_....u. 'The. monllorlng IY'tan c.onaistll or 5 tlC'W monitor 'WC1llI (dcaiglJIlOON ~(.1.A thro.IBh MMaSA) plus the cDsUng MM-I throogb 1dM-6. &i>tiog _ MW-I <hroogb MW-5 do no, provide rbc ""l"i<cd 3Q foot ~Wl:l from ~'Qte.od Ilf(: eoolide:rod to be 1;00 dole: to the. UI;QA1 W'IlIlte: cdlt to f-il'O'tide r:neutingful I1m.!p~wio:D. ot QuArrttly Smtp1iog far Mcbmr: Gu
- Methane pi c:otK:CrltfuioDll aha.ll OO~ nett..! 2S perez=K of dlc knn:r ~ dmh CLEL) ~(125 ,_) (or
_Inc.&q""""",,- 1'-- imamwion 0" the degrtt D( Wua1 ~ c! W:td5U gues; bow~ th~r: 'Sd.! will comiour: m be manimred 1 Do ~UC!Itrd by nPD, I!arit D~ wd1 kula .. ~m~ intena1at IlpproDmatdy ,) tteT: btl tD 25 lett b1B. DmwiDs V2-02I~ tbe 10Clrio.t11 Clfthc oc:w tnaro.tm"wclI ~ tharwlll bc.UKd fur the. mooitoring progr,un. BENrONT1llGROur ~- l\eponiog of Qua<t>:dy MonlO>Jillg E"",u oe-m MeiIlaoe mOllitDri08 ""u1lS will be reported 00 EPD I'onn SWM-t 9/Rcporr aDd oigocd by a ProlCul_ t-1--t-f_L _wdh.. Prim to ImWlicg the: nrw ~ wd..I!, n:u=~ ~ ~ bar pui!Ch bala was candnc1r.d to asmt in t.clcaing finllllOCltiOl:1!l for I:hc. Dew ","Clh. Tbe objcaive of dx: saccDiog was tD pn::vcnt ~ (Jf the Eogio=: n:gi>r<t<d ;., rile S.... of ~ The rcporc will be ",brnin:d '" EPO fthio /if_ (IS) dal' of ta1ing ~ eornplett:d in .. ecord~ wiUt rile ine,trUCl:iont conWned io 1!P.D Goidutee doomtcnt. dated 'MAr rnonitot 'WdJJ .i.nro "onUe oc1Js -and cmu.te that suit2bJc locuio.D.l! +c:nt to the 'WaSte cell! were !CJcaed..All beW I'MIN,
"""""..00 ofmmmcn:idly ,..n.hIc, I-inch"",,", <IWn=, lluoh-~Sch<dolc40 PVC C&.'!IUJg and Number 1()"20 .lm~. The!oaecD Iccgtb i.. five frcr: and !let. m monioor an r::lc:vation of
- 23. 1995 and o!k,d, MBTHAN.£ MONITORJNG AT MUNICIPAL SOLID WASTE ~ACIllTJES_ Tho facilrtrJ"'D"il rnmlbc. (017-006DCQ(l) will beinclrodcdin rile hcadiog<ofall ~ "!""". If"!"",, - i a.rc: taOtt.lCd frotn EPD tbat uc: ineomplete 01' i",pI'Opc(1y prc:puc:d.. com:.cted report wUl be: fC:lUbro.~
appmDmate1}* 5 feet to 25 f=t Iili,. Matetb.1 Wicd to OObStIUtt die: filter pad;: cxmU!.md of COIllIDClci&IIy nailah1c,
,..;,m., thictr(:l(lJdo)...
cbaniaJJ,. il'\,e:rt, wcJ] I'O:Undcd. d.tmet1lioo&JJ,. ~blc., ~ gravel The: rvcl r:-cl: C1tuldl to the top of t!:e 'WdI -w" '?' abo.. rbc 61tc< po'" = Kf<Cfl, foUowed br ,is icc"," of cou>< O>lld. Ooe foot of cbcmicaIll' il>m beIlrooi1e p<l1coo "= """' ...... rbc 10 Ii'< f"" of ",,,,,,,, ODd beorr:clirc mi=rc '=' f'I-d <bov, the lxntonirt: &eal.. A. IDO\lfitkd 00lI.C~ pad wid:l. :l minimum cdilJA o( two feet \1lU piKed at the Iu..mCC. Each wd Ro.po"" co Va!Jdattd Pioding of 1lI<r!w>e Gu MJpOOo If. -aIldat<d Ilodlog of Il1CtIw>< 8" milJcatiOll """"" a <<>CIiogcIley pbJ> will be impI=<atod o:<>cWtiog of t"DIA.5CH.'1OPVC,"'lWRATED PAO'ORY PABRlCAlllD SCREI!NSWIU. .-./
//
SCREEN IN1'BRVAL PROM APP1\OXIMA'11lLY 5 PlIllT TO 2.5I'EF:1'BLS. hal 110 pl"OltCCtivc 8teC1 ~aup c:over with a proteaivc:: cap Ilncllcdl. to prevent ~dcg. Dec:all S (Dvr'!- No. BE INS1:IIl.UiD WITH 0.010" TO O=,"
<he IOlIowiog_,
V2-06) !how> a rypialal<l!wle 1l>Olli..,;"g well ODd moniO>Jillg poinr - . . A lOb!< rhu .1lffIl:lIa<iu.1Il<<1wI< SlDTS wd! Q-bcilt conat:N.ctiotl inror.m.ation it. f1f'Qvided below.
- t. Vcrl6auia.D of gploUvc gu ooncc:o:i:Wiam by 1mmc:diJ.~ rctl:Itiog.
MEl'HANI! METHANE MONITOR WEU. AS-BlJILT DATA TMU.Il BOLT 'l'O'l'AL
- 2. Upon ~c:ri:6c:t.tioQ of ~ ~ cbovc 25 pc:tQe(lf of the: t.E1.. in &ealit:)t st::I:Ud:u.<<:S ()t' bow>rhrieo, """""",,, noti6ca<ioo of om ond loW porblie o&ry .nrb<>riIka such u tbc loW I=hb the: r..m.. ~ &oli:ty 1/4" MIN, PEAGRAVBL /~7'~~--!._-----_...l..
and"'""
~I---~-l-MONITOR N B EL DEPl'H EL diorri<t, fire dcpanmoot, cnl'on==l.m.n be giYm, u .~
WE1L h mol h m>I END CAP 4" MIN. BOlU!HOLBDIAMB1llR MM-1A 1:1D9<S.8010 6942"'436 245,01 220.01 3. The IllOflimaog &<queoey of dle <Ubj"" monitoriog ...oons will b< io<rco>cd from q-er.1)' ~ MM-2A 111127.9617 6621.6326 237,49 232.49 to momhly monfroring until ~ocb. rime thst me: Foblan n ~ cr. dcrcmin~ DIX to pote: a
~ tln<at .. tbc cnvirornncot. publi< heath aDd ,aIrty.
MM-:lA 11403.1741 6657.4921 239.41 214,41 MM-4A MM-'iA 11053.0012 112195738 9227.7626 9478.0017 229.28 241.(12 21)4,25 216.02
.c. The ~ for mrc::thmc p migurion ond ~ _cndrioo.
o:aouollYJ"tcmI wiLl be iiSla.5Cd ~poo .uKbtc:d. &d1ogJ of m ~ gas Unplemcnt<d. Thio ...",,,,,,,,aDd -.odo:I =cdr will Ix !.ubm.itt~ to EPD in the fatm or a rmuiliarlan plan within 60 dap of. n.1idartd iindir:ag of TIPICAL METHANE WELL Monitodng in Omite Sttw::mml mtthanc pi! migration. DETAIL for an Itl"Uetl;ll(8 within :.mo fCC1 of l.bc: IudfiJ1 boUllduy, m.tIJ:w)e tcfCaliog of indoot iIJr will be. c:ocd"lle1.oJ. For 6. Methane Gao Safety Guldclioeo N.T.s \be Vog1k 1or>lQlI # 2, It>loo< olr .<=Iliog will be pc<fon:norl u U>e 5<"";" T~ Fldog ~!loildiog. which i3 :app!"QDmatdy 26CI fett from me voatem lu..dfill #2 boll.CrWy. M~ in onaitC- RrUl;%1lI'tI. wi1I be cooductttI 1be eon"""'8 guiddine> will be eou~ b). (>Cf'OIlJlcl ""hal ....pIiog at tbc hodfilJjn ..... wirb coofimlcd at timc& wbo:J dlliJticn of iIJJ:JCJor air: ill mln.im.izcd aDd tlu:: ooc.cc:r:J:iDalll1 of roil. ps l.!. apectrd. to br at its highc5t level. of p.>t<OtioIIy d""8"'O"' f;""" concentration,. lucb lUi aftc.r II. b.r.il~ 1w beta cloIlcd. fot the we:c:lw1d or. overnight and when the .!ioil tur:&o:: ha.s been W'Cf or fro.zco for .teveral da,.,.
- No pe11000 will mr:er a ,.. Lilt. Off. ttench on .. iAndSIl without first (bed:ing few the pretenee of mdhI.nt
- p. The. ~an will ma W'Clf' '8. ukty hamr:M wil:h J. sea:un pe=ncD.mnding by to pull him or lu=r to
- 3. Goo Monitoring Procedures ufcty. Anyone imlalling wdh.iD a.lan.dfil.l wi..II W'C2t'
- a.:a!ay rope. rD prcn:nt f:aIIioR in the: bore bolc.
Open holco "ill b< .".,.cd ...... tbcf "'" l e f t _
- SrnoIiog will be p,obibiwl 011 rbc iondlill wte<e ddIllng. ",canting. .,. inoalWioo of "lWprncor " tal<ing p1acr. (JJ' wbct=: gu i. vmrlng f'mm thr.1.&ndfiD.
- Well> will be Oloniror<d 'l'.wtedr Olllila dcmoo,tnoon ... b< Ill'dc 10 El'O thor .,othooe rni;ltatioo &om the: Plant Vogt:Ie Ill.:ndfill pra~~ DO ~
- Collccrcd 8" from
- 0lCCIwti0IIIy ~ .)".." oboWd """'"l" be elcao<d to miolmi>.c air poIlUlioo
-uuI my potmriJ.I op1oeive: or fire l'lI.ttrd.
'* Bub mooi~ c:TCtI1 will ind\l.de ~ (Of 5ttetso:l "egetatioo. due to medw:l.e- gas movcmcm.
-. Metban.:. gu iD .. cnoa:m:n.tioo of 5 to 1.5 pcn:cm. 11 tit aplo.ivc mmw:e. Gu .ccumuluioos ,bowd be
... Mcnitcring in,. benwh, am around &W= &1rtIr::~ will be:- a part of eidJ saucing e:RD.L "Tb.c=: c:mly ~ moDitom:i.iQ.~ Ifttl.l~ (0 in!w:c:- thlt~cc:o~mc- ,vo.iQcd tnd,ifdctClCtCd.
;:;~;~" .. U>e PIu" Vogde Iaodfilli. lbe Sccwiry ToUning I'lring ~ BWldin8 located adj= m the ..p~ne _c:rioa il ~ to"Oid .. SQU:l'((: ofigto-JboG!I.tld to \iC1:lttbts~
All ~ ....,rn"g on
- bndfiIl will be p<<mdcd <r.;";,,g.~ rbc dmga poo<d by bndfiIl_.
PCDOfJIlc1 opcnting lIafety ~cm :ntMlIlli the. w-.dfilI wiD be tbaroughly tmiDcd in ita lI5C a.nd. ha~ a clcII:r u.odcn.tAnditIg of !be: mwbng of ob!uvt:tioo.& m:td.e w:itb d=Jc motIitotiqg eqyjpoxnt. Mooftotiog cquipro~J THE DBXTI\A GROUP, INC. mutt be periodia.Dy cs.libmed ro CMUfC eaaciaucd 'ceut:lCf in the mula. 4665lDWER ROSWELL ROAD, #1S4 MARlIrlLA, GEORGIA 30068
"'DL\~.n.f'IQfEU1'anll~.gQW.I.LC..u.">>Al.L~'DQtoiI~n:IaI:IN.ro In JaIJ"l' CO.iJtlloSm1AL.!I'I' nlELaBCIJ'tB),'T'mHIOP A."m NOTlO E DDa.05IlD'ro ANY0TFmI.1'I'JIIQN,PrDI g-u~~~1HB~~~~~~~~.
u.c'WOiJ(.Al.J.lUOtmO,.~oo:~!tnONblll(UJijtl)t!'oI*"'IIIlIitlJL'IIffiIO,\;U~'tte!l ..,,'£DJi'r
'n1IL~.u.r:..UCA"IIi:~ill\JJ.. .. at~lN-.'tIlCU1C1LL'.AETMI'r~(IIr\OI OU~/lHP~JIQI!'lo(:l/llX()'TII!!CA~*"mllf:l;I@:n'Il'\o{lata"'I.tt.11)~11mcu.~~-'tl~
~l:""l1~TO'UIIIf~IIl:A ** lJ..r.
Southern Nuclear Operating Co., Inc. Methane Monitoring Program I I Plant Voe:tle Landfill #2 REFHRENCH DRAWING
CLOSURE PLAN TABLE 1 MUNICIPAL SOLID WATE LANDFILL POST-CLOSURE CARE PLAN CLOSURE CONSTRUCTION QUALITY ASSURANCE REQUIREMENTS The owner of this disposal site, Georgia Power Company, shall close this site in a manner that minimizes the need fot further maintenance and minimizes the post-closure release of leachate to ground Ot surface \Vaters Post-Closure Care will be conducted after completion and certification of closure to p3:otcct human health ITEM TESTING FREQUENCY and the environment, In addition, the owner will submit an as-built plan to the EPD. Post-Oosurc Care will or other pollutmts to the exteDt necessary to protect human health and the environment. At a minimwn, closure will consist of. continue for a mioimum of thirty years unless appropriate demonstration is made by the owner, and approved by the EPD, to reduce the Post-Closure Care period, Such demonstration may be based on the nature of the BORROW SOURCE GRA!NSIZE 2,OOOCY
- For cclls closed prior to June 27. 1993, dIe placement of a final cover consisting of a compacted layet of (ASTM D-422) <OR=3/4INCH landfillcd WlI.ste and on environmental monitoring results. Post-Closure C:arc shall consist of at least the clean earth cover not less than two (2) feet in depth over the final lift of waste. For cells closed afterJune 27, following; 1993, the placement of one foot of compacted clean earth overlain by at least 18iochcs of compacted, MOISTURE CONTENT 2,000 CY low-permeability soil (minimum 10 ~5 an/s) and II minimum 6-inch vegetative topsoil layer Dot later than one (ASTM D-2216) 1_ POST*CLOSURE USE OF THE PROPERTY month following placement of waste within the fuullift of each trench.
ATTERBERG LIMITS 5,OOOCY At this time, no specific post-closure use of the property is identified. Post-Closure use of the property shall
- Grnding of the site to minimize runoff onto the disposal site to prevent erosion and to dmin water from (ASTM D-4318) not be allowed to disturb the integrity of the final cover or any other components of the conminment system the surface of the site. or the function of the monitoring systems, unless the EPD determines that:
MOISTURE-DENSITY CURVE 5,000 CY AND AIL (ASTM D-698 OR D-155?) CHANGES IN MATERIAL
*- The establishment of a perm:tnent vegatative cover. a. The activities will not increase the potential threat to hU!IllUl health or the environment.
PERMEABILITY (remold) 10,OOOCY
- 1. FINAL COVER (EM 1110-2-1906, < OR = 1.0 x 10-5 CM/SEC b. The activities are necessary to reduce a threat to hU!IllUl health or the environment.
Upon closure, all waste received at the site shall be spread, consolidated and covered in accordance with the AFFENDIX 7, SECTION I cover and capping system specified in the Design & Opcrationalal Plan to prevent the attraction of disease OR ASTM D-5084) 2. GROUNDWATER MONITORING SCHEDULE vectors, minimize the production of odors and prevent blowing litter. Should the site be closed prior to CLAY LAYER DRY DENSITY I TEST/lO,Ooo SF/UFT attaining the final grades, all uncovered disposal areas shill be capped in the manner specified in the Design & DURING CONST (ASTM D-2922 OR D-1556) Groundwater Monitoring will take place on a semi-annual basis. For a complete description of the I TEST/UFT/2oo LF OF Operational Plan, aDd an as-built plan of the site w.ill be submitted to the Georgia Department ofNattmll Groundwater Monitoring Program, see Dwgs. No. V2-09 and V2.1O. SIDESWPE Resources' Environmental Protection Division (EPD). Final cover, gntding, su:tface water managcrnent controls and erosion and sedimentatioD controls will be constructed for individU2.l. trenches as they are filled, MOISTURE CONTENT 4 TES1S/40,ooO SF/UFT 3. ROUTINE INSPECTION no later than one month following placement of waste within the final lift of each trench. (ASTM D-2216) Throughout the Post-Cosure CllIe period, the site shall be inspected on a quarterly basis to ensure that the The site and final cover shall he graded to prevent erosion by diverting runoff a.-way from the disposal area CLAY LAYER *PERMEABlLl1Y I TEST/4O,Ooo SF/UFT integrity and effectiveness of the fin:U cover material is maintained as required by EPD Rules for Solid Waste and draining water from the site. All minimum slopes sluill maintain a mte of gntde greater: than 3 % on the LAB TESTING (ASTM D-5084) < OR = 1.0 x 10-5 CM/SEC Management, Chapter 391~3-4-.07{i), 391-3-4-.12,:lOd the facility's permit conditions. Any areas in which the trench caps and the maximum slopes will not exceed a tate ofgrade of33 %. Thus the maximum slope I TEST/UFT/800 LF OF S.S. slope of the final cover is not encouraging runoff of surface waters will be repaired. Any llIens of the final cap gradient shall not exceed 1 vertical to 3 horizontal Silt fenciog shall be located llIound distuJ:bed areas during noted to be damaged from the effects of erosion, vehicular traffic, etc., will be Tepnired immediatdy. Cover cap construction activities. I TEST/4O,Ooo SF/UFT
*DRY DENSTIY must be substantially free of rock fragments grc:1ter than six inches in diamcta.
I TEST/UFT/800 LF OF S.S. (ASTM D-2922) For cclls closed prior to June 27,1993, the placement of a final cover consisting of a compacted layer of clean Throughout the Post-Qosure Care period, all ditches, pipes, culverts, rip-rap, silt fence and other drainnge I TEST/40,000 SF/UFT earth cova not less than two (2) feet in depth over the final lift ofwaste. Por cells closed afterJune 27,1993, *MOISTURE CONTENT structures shall be inspected and maintained according to this Design and Opemtional Plan. Erosion control I TEST/UFT/800 LF OF S.s. the final cap cover will consist of the placement of one foot of compacted clean earth overlain by at least 18 (ASTM D-2216) st:ruetu!'es shall he maintained so as to prevent damage to the final cover. Such struetuIes shall include, but inches of compacted,low-penneability soil (minimum 10 *5 em/s) and a minimum 6-inch vegetative topsoil will not be limited to silt fence, haybales, and rip-rap. layer not later than one month following placement of Wllste within the fioallift of each trench. The final cova will be compacted to preclude any excess infiltration of surface watcr, prevent attraction of disease Throughout the Post-Oosutc CllIe period, all areas lacking propcr vegetation shall be grassed and maintained vectors, minimize production of odor, and prevent blowing litter. according to the vegemtive cover procedures outlined on Drawing V2-05, Item 12. It should be noted the wastes disposed of at this facility are construction and demolition debris :t.nd f. Upon extraction of an undisturbed sample, the sidewalls of the remaining hole should be scored. and the hole properly filled with clay or a soil/bentonite mixtw:e and band tamped A density test should be 4_ NOT USED* SEDIMENT POND MAINTENANCE non-putrescib1e office waste materials which are not susceptible to the aforcmentioDed hazards. Material to be used for final cover will be obtained either from a borrow area on the Plant property, or from outside sources performed at the sample location. The repmed hole should also be void of any £laws detrimental to permeability, such as gaps, cracks, rocks, roots and miscellaneous debris. 5. LIMITED ACCESS as needed. Cover must be substantially free of rock fragments that are greater than 3 inches in diameter. For a detail of the final cover see Detail 4 on Dwg. No. V2-04.
- g. Ifin-situ density tests do not meet the minimum requirements, additional tests should be performed to Access to the landfill will be limited to personnel required to pcrform the Post-Oosure Care.
- 2. VEGETATION METHODS determine the extent of the failed atc:1. The failed area will then be re~compaeted. The area should then be Upon closure, all disturbed areas shall be grassed within two weeks of final cover placement in accotdancc Tetested to demom;t:rate that the specific requirements llIe met. This procedure may have to be repeated, as 6. METHANE GAS MONITORING necessary, to demonstrate that the minimum requirements are met.
with the vegetative cover procedures outlined on Drawing No. V2-05, Item 12. The Methane Gas Monitoring Program will be maintained. See Dwg. No. V2-06 for program description.
- h. If a permeability sample fai1s to meet the minimum hydraulic conductivity requirements, at least five 3_ SOURCES OF FINAL COVER samples should be obtained in the immediate vicinity of the failed test. Should the repliCllte samples eonfum 7. POST*CLOSURE CERTlPICATION The one-foot soil layer will be provided by trench excavation, or from an approved borrow ttea on the Plant failure of the clay, the llIea of failure should be localized and reconstructed. This area should then be retested.
property. The low~petmC2.bilitysoil layer may be obtained from outside sources, if needed. Following completion of the Post*Qosure Care period, the EPD Director will be notified that certification,
- 9. NOTIFICATION OF CLOSURE signed by a GeOlogia registered Professional Enginecr verifying that Post~Qosure care has bccn completed in
- 4. EQUIPMENT NEEDED Within 30 days of final lift placement in the final waste trench and prior to closure, the EPD will be notified accordance with the Post*Qosure procedures, has been placed in the operating record.
Necessary equipment will be made available to ensure that closure requirements are executed COtIect1y and of the date of the projected closmc. Signs shall be posted as to the date of closme. The EPD will be efficiently. provided with a certification signed by a. ProfClisional Engineer, Tegistered in the state of Georgia, to verify 8. POST*CLOSURE CARE COSTS that compliance with the closure requirements have been satisfied, as stated in the Rules for Solid Waste
- 5. NOT USED. SEDIMENT POND CLEANOUT Management, Chapter 39t-3-4-.11(6). The closme certification will be completed on forms provided by the The Post-Oosure Care costs for the fucility are estimated below. These costs will be updated yearly for EPD. If certification is accepted by the EPD, the director will issue the Oosure Certificate and establish the
- 6. EROSION & SEDIMENTATION CONTROLS inflation as reflected in the facility's Financial Responsibility documentation. The Post-Oosure cover repair beginning of the post-closure care period, as stated in the Rules for Solid Waste Management, Chapter costs are based on 10% of the tom! area of the sitc per: year. The total area of the site is 19.8 acres, thus 10 %
Upon closure, all ditches, diversion henns, culverts, rip*rap, silt fence, and other drainage serving disturbed 391-3-4-.11(7). Upon closure, the property deed and legal description shall be filed at the Burke County is 1.98 acres. 'Ibcgt'lISsing estimate assumes the grass seed, mulch, and fertilizer will be applied areas, but not aheady built, shall. be constructed and placed. All drainage pipes shall be cleaned to allow Courthouse in accordance with the Rules for Solid Waste Management, Chaptcr 394-3-4-11 (4) and (S). An simulnaneously by hydroseeding. unobstructed flow of storm water. accunte legal description of the fina1landfill waste management unit boundary will be included in the notice of closure and property deed.
- 7. SURVEY CONTROL All areas within which waste has been disposed shall be located to the best of the owner's ability and surveyed 10. CLOSURE CERTIFICATION PLANT VOGTLE LANDFILL In POST CI..OSURE COSTS by a licensed Surveyor. 'Ibis survey showing the limits of waste disposal shall be shown as an "As-Built" on Upon completion of the final closure construction, written certification that the landfill's closure is in ANNUAL ANNUAL LIFETIME the Design and Operational Plan. An accurate legal description of the landfill waste management unit aceordance with EPD's Rules for Solid Wastc MnnagCttlent, Chapter 391-3-4 shall be provided from a ITEM UNIT COST DURATION QUANTITY TOTAL COST TOTAL COST boundary will be included in the notice of closure and property deed. Professional Engineer rcgistcrcdin the State of Georgia, as specified in Chapter 391-3-4-.11(6), to verify that compliance with the closure requirements have been satisfied. The closure certification w.iIl be completed on Final Covcr 400 cuyd $3.50/ cuyd $1,400 30 years $ 42,000 Mmntenanee
- 8. CONSTRUCTION QUALITY ASSURANCE The following items present the minimum cover installation and testing procedures that will be implemented forms provided by the EPD, according to Chapter 391-3-4-.11(7).
Vegetation 1.98 acre $1,500/ .cr. $2,970 30 years $89,100 during construction ofthe final covcr and closme features at the landfill 11. CLOSURE COSTS Additional E & S 2 events $2,OOO/event $4,000 30 years $120,000 Closure costs for the facility are listed below. These costs were estimated for closure at the most expensive Control
- a. The compacted soil, low-permeability soil and topsoil cover layas llIe to be free of rock, debris, organic point in the life of the facility and based on the construction to be accomplished by a third party. The grassing Inspection 4 events $300 $1,200 30 years $36,000 material and other foreign matter. The maximum rock size is not to exceed 3 inches in diameter fm the estimate assumes that the gtllss seed, mulch, and fertilizer will be applied simultaneously by hydroseeding. The topsoil (erosion) laycr and 3/8 inches in diametcr for the low-permeability (infiltration) laycr. Installation of final cap unit price includes the cost for materials, transportation, placement and gnding of the final covcr. Methane 4 events $1,500/event $6,000 30ycars $180,000 the low-pcrmeability layer should be accomplished by systematically placing and compacting the material in Monitoring no more than 6-inch lifts. The moisture content of the lowwpettnca.bility material should be controlled at the dttcetion of the enginecr, to ensure that the material meets the required density.
Gmundwater Monitoring 2 events SlO,OOO/event $20,000 30ycars $600,000 3 I 12/31/04 I Upcbtai ProcedU1Ql PLANT VOGTLE LANDFIlJ- #2 CLOSURE COSTS AT REV. T DAmT DESCRIPTION
- b. A maximum of 5 acres shall be worked at anyone time. An area of this size shall be fully completed, with MOST EXPENSIVE POINT (1.7 acres) Groundwatcr 30 years 1 event $2,OOO/event $2,000 $ 60,000 SUPERSEDES: REVISIONS, the erosion layer, prior to commencing cap construction activities in the next area. Sequencing of construction Assessment should be established to ensure the efficient progression of construction activities.
ITEM QUANTITY I UNIT COST TOTAL COST Monitoring PRO)RCTNO"SN::O;:C-<J;:I::_OO:::.;.V..:.Q2=-- ..:FILEN=::""""=.::V;:2-:...07..:0::"==":::...PC:.:P1=>l=:':""':".....11 6" Topsoil 1,370 cuyd $ 4,795 TOTAL $37,570 $1,127,000
- c. Visual inspections of the materials entering the site should be performed for changes in color or texture, in THE DEXTRA GROUP, INC.
18" Compacted Oay 4,1l0cuyd $6.00/ cuyd $24,660 addition to any foreign debris, organic matter and rocks. 4665 WWER ROSWEU. ROAD, #154 l2It Soil 2,740cuyd $3.50/ cuyd $9,590 MARIETIA, GEORGIA 3OO6B
- d. If necessary. clay will be mixed by disc hartowingor an equivalent method to provide a homogenous CQA 74,050,f $0.04/ ,.ft $2,962 consistency_ Clod sizes should not exceed 3 inches in diameter prior to compaction.
Silt Pence 600ft $3.00/ ft $1,800 TIllS DMwrnC lS nm i'l'.Ol'Ull:rv OI'TIm: DI.'XTA-Cl\OUl'. UCAND AlL INFORMATION CO""'AJh'nDTIffiRON IS'IO IIU Kll.I'TCONtIDIlh'TlALB'lTIIllll1!ClJ'lllN'I'TIlllll.OI' AND NOT'IO Btl DlSC1.OSIID TO ANY O1llllltl'ellSON, I1RM
- e. Density tests on the clay layer and moisture tests will be conducted as shown on Table 1 below for each Vegetation 1.7ao:e $1,500/ acre $ 2,550 Oll.COJIPOMTION WlTIiOUTTIlEBXI'lW!i5mlWlUTJ1!N CONSIDl:RAnONOlnillDnx:ntA-GROUP.u.c. nru; DRAWING SUA1.1,.NOl'BU UtID DllillCTl.¥ Oll.L"D1RllC'l1.¥ exowr IN CONNIlCT.!ON wrnt TIlUDllX'IRM:lllOl.,'l',
compaeted lift on a maximum 200-foot grid pattcm. Undisturbed samples using a thin-\valled tube sampler u.c WOl\K. AlL lUmmi OPOUSIGN Oil rn'>l1HI'lON D1SQ.OSl:lD ill TIm DMWJNG AlUi !iXPlUl.'I.~I.Yll.ESmWED BY Refuse Limits 1'fll! OI!X1'KA*Cll.OUl'. u.c. llEClPIm."TSHAll.NGr Rm'll.ODIJa! IN WHOLe. Oil 'l'.o,nT /l...",,"Y sceno>> Ol'nm will also be taken at a min.imum frequency of one sample per 40,000 square feet per lift on a 200-foot grid $6,000 $6,000 DIlAWlNGANDAClWlSUPONNOTll'1CATIONDY1HBDIlX1RA.CnOlJ'l'.UCTOlllTItrll.... nmOll.AWrNCANDAll. Survey COPlESTIlEll.OI'TOTIWDIDITltA-GROUP.llC. pattern. A decreased sampling frequency may be applied based on the variability and overall quality of the borrow soils. LaboTatory tests on the resulting undisturbed samples are to be performed by an independent tcstinglab. AddicioruU E & S Control 0/. $2,000 $2,000 Southern Nuclear Operating Co., Inc. Enginect's Certification
$5,000 $5,000 Closure and Post-Closure Care Plan TOTAL $ 59,357 I I Plant Voctl.e Landfill #2 I I DRAWN BY, DATE: DRAWING NUMBER I DWG. NUMBER I F 10/19/01 I-REF. TITLE REFERENCE DRA\VING CHECKED BY: SCAill None I-V2-07 -
Equipment Assembly 3. Sample delivery to the laboratory will be in the shortest possible time after collection. If delay is 6. Reporting GROUNDWATER MONITORING PROGRAM incurred it will be entered in the field logbook along with the time increment.
- 1. Place a plastic sheet around the well as a work area. Uclock protective well casi.og. All results shall be submitted to the Georgia Environmental Protection Division at The: ground water monitoring system is based on the following characteristics of Plant Vogtlc 4. Trip Blank ~ One of each type of sample bottle shall be filled at the laboratory with Type II reagent
- 2. Place the steel measuring tape and electronic water level indicator on the pl:astic sheet. The wnter grade water, transported to the site, and returned to the laboratory for analpis. One trip blank pcr EPD Commercial & Industrial Solid Waste Land6Jl#2, level indicator and tape shall be pre-cleaned and wrapped in foil sampling event is recommended. The sampler shllll not open trip blanks. 244 International Parkway, Suite 104 Atlanta. Georgia 30354
'" TIle waste stream has a low pollution potential 3. Don new disposable,latex, surgical gloves. Unlock and remove well cap and place top-down on a 5. Equipment Blank - To ensure that a non~dedicatcd sampling devicc bas becn effectivcly cleaned (in Phone, (404) 362-2696 corner of the plastic sheet. the laboratory or field). the device will be filled (or pumped through) with Type II reagent grade
- The underlying sediments contain water~bearingzones that occupy confined, semi*con.6.aed, and water, transferred to the sample bottle(s). and returned to the laboratory for analysis. At a minimum, perched hydtogeologic units zones of low hydraulic conductivity. The sediments consist of sands, Water Level Measurement onc cquipment blank will be prepared during each day of sampling.
silty sands, clayey sa.ncls and mad limestone intenll.ces,
- 1. Use the electronic water level indictor or the steel tape to measure the distance from the Any item which contacts either the inside of the well casing or the well water will be kept in a clean
- The landfill is located within the northeastern portion of the secure Plant site, which comprises measurement point to the top of the water in feet (nearest 0.10 feet). container rod handled only with bands gloved with disposable, latex. surgical gloves. All equipment over 3000 acres.
used for evRCUlltion and purging will be decontaminated prior to use in each wcI1 When applicable,
- 2. Use the steel tllpe to measure the distance from the measurement point to the bottom of the we1l sampling will begin with the least contami.nated well.
- 1. Monitor Well Nctwotk in feet, or use total depth data provided by the operator.
- 4. Field and Laboratory Quality AnsUl'llncc/Quality Control The ground water monitoring network consists of 4 pc:nnanent monitor wells located along the 3. Subtract #1 from #2 to obtain the height (h) in feet of water in the welL boundaries of Landfill #2 (Dwg. No. V2-01). The wells are located outside o~ but as close as Quality assurance/quality control data will be collected to help evaiUllte the monitoring program practical to, the waste disposal areas. The wells are screened within the uppermost water-producing 4. Clean the steel measuring tape and clecttonic water level indicator by rinsing with isopropanol.,
results. An equipment blank will be t::lken at least once each day that ground VJater monitor wells are zones underlying the landfill. The wells were constructed by a driller that lus a. valid and CUttent hexane or other site suitable rinse followed by distilled water. Wrap in clean foil for use on the next sampled. Distilled \vater will be transported to the site and handled like a sample. The water will be bond with the Water Wcll Standards Advisoty Council, and wcll installation was performed under the well. Do not use isopropanol or hexane ifit is a suspected contuninant. poured into the sampling equipment, and sample bottles will be filled using identical techniques used supervision of a professional geologist registered in Grorgia. to collect and prepare the ground water samples. Analysis of the blank can be an indication of Well Evacuation rod Sampling Procedures sampling error. The blank test results will not be used to correct the sample results, but will be
- 2. Monitor Well Constmet:ion reported. If contarnimnts are detected in the blank. the source of conuunination shall be identified
- 1. Attach and secure polyethylene tubing to the low-flow pump. & the pump is slowly lowered into and corrective measures. including re-sampling, shall be initiated.
The October, 2001 Site Suitability Report details the well construction materials and development, the well. secure the safety drop cable, tubing, and clcctricallines to each other using nylon stay~ties. including: A trip blank will also be prepared by the laboratory, transported to the site with the other sample
- 2. Pump, safety cable; tubing, and dectricallines should be lowered slowly into the well to a depth containers, and returned to the laboratory for analyses for volatile organic compounds. The trip blank
~Drille:rs corresponding to the center of the saturated screen section ofthe welL The pump intake should be will be handled in the same manner as the samples. ~ Date/time of construction kept above the bottom of the well to prevent mobi.l.i.zation of any sediment that may be present in the Drilling method bottom of the well.
All field instruments will be calibrated in the field daily prior to use and at the conclusion of e:u:h
~ WelllOCltion (nearest 0.5 ft) sampling event ~ Borehole diameter and well cUng diameter 3. Measure the wata level again with the pump in the well before starting the pump. Start pumping - WclI depth (n=cst 0.5 ft) water from the well at a mte of 100 to 400 milliliters per minute (mL/min). Avoid surging. Obscrve The selected analytical laboratory will use procedures to adequately evalUllte the useability of the data. ~ Drilling and lithologic logs air bubbles displaced from discharge tube to assess progress of steady pumping until water arrives at These will include QC analyscs and use of statistical procedures to monitor and document ~ Casingmatcrials the surfuce. The pumping rate should cause little or no water level drawdo'WO in the well (less than performance, :and to implemcot effective corrective measures (e.g. instrument maintenance.
Screen materials and design 0.2 ft) and the water level should stabilize. Water level me:wurcments should be made continuously. calibration, operator training). Data from QC samples (e.g. blanks. spiked samples) will be used as
~ Casing and screen joint type Precautions should be taken to avoid pump suetion loss or air ent:rain.m.ent Pumping rates should, if measures of paformance or as indicators of potential sources of cross-cont:ami.nation. but will not be ~ Screen slot size/length needed, be reduced to the minimum capabilities of the pump to avoid pumping the well dry and used to alter or correct analytical data. The laboratory report will identify and discuss the significance - Filter pack material/size ensure stabilization of indicator parameters. If the recharge rate of the well is very low, purging of any QA/QC analyses that exceed perfoonance criteria. These data will be submitted to thc EPD ~ Filter pack volume should be intertupted so as not to cause the drawdown within the wcll to advance below the pump with the ground water monitoring sample results. - Filter pack placement method intake but the operator should attempt to maintain a steady £low rate with the pump to the extent - Sealantmatcrials practicable.
Custody and control procedures will be implemented for sample collcction and analyses activities. As
~ Sealant volume few people as possible will handle the samples. The sampler(s) will be responsible for collected - Sealant placement method 4. While purging th9"wen. monitoring of in~line water quality indicator parameters sbould t>: samples. and will be able to attest to the integrity of samples until transfer. The sample containers will - Surfuce seal design/construction performed for pH, conductivity and turbidity whieh must be collected every three to five nunutes be kept in a secure location during storage rod transportation to the laboratory. A chain-of~custody ~ Well development procedure until all parameters have stabilized.
form will be used to document the handling of samples from the moment of collection until reedpt
- Protective well cap at the laboratory. The form wiI1include the facility name, date of sampling, the name of the - Top of casing and ground surface elevation (ncucst 0.01 ft) 5. Once stabilization has been documented, volatile organic compound (Voq p:rn.meter samples sampler(s), the sample In number and a word description of each sample. Several bottles collected - Detailed well drawing, including dimensions (see also Dwg. No. V2-1 0, DecUI 6) should be immediately collected first and directly into pre-preserved and pre-labeled sample for different parameters Illlly have the same ill number if they contain samples from one sampling containers. In genttal, 24 hours shall be allowt:d for well water Stllbili2ation prior to sampling.
point (well). Each transfer of custody will be recorded on the form with an appropriate signature, Well Abandonment However, this period Illlly be dccre:lSed ifrecharge is rapid and W:il..ter is clear of sediment. All sample date, and time. The samples will be sealed if they are shipped. The shipping entitywill sign the containers should be filled to the top without headspace by allowing the pump discharge to flow custody fann and a bill of lading will be secured. The procedures in the "Manual for Groundwater Monitoring, September 1991" will be followed for gently down the inside of the container with minimal turbulence. Do not leave samples in the sun abandonment of groundwater monitoring wells. They should be placed in the ice chest as soon as possible. Proper handling and preservation
- 5. Groundwater .Analyses Evaluation procedures are provided in Table 3.
- 3. Detection Monitoring Sampling and .Analyaes To detenni.ne if ground water quality has been adversely affected by the land£i.ll, the monitor well If a sample is to be collected for dissolved metals, collect this sample next:" also without hcadspacc.
samplc results will be compared to the background sample results. Sevenl inhaent variabilities may Sampling Frequency and Analyses be considered. For samples with preservatives take great care that the acids and salts in the bottles do not cont:llct Sampling frequency will be semi-annual (June and December each year). A minimum of four the gloves and thus pass to other caps and bottles. Do not allow the bailer to touch any sample independent samples from each well will be collected and analyzed for the Chapter 391~3-4-.14
- The sampling technique will vary somewhat from event to event even under ideal conditions.
bottles. or allow roy rope end or gloved fingers to contact the sample well water while poudng. Appendix I constituents (fable 1, Dwg. No. V2-10) duriog the first semi*annual sampling event at
- The aquifer will contain a certain quantity of pre-existing elements.
approximate 6 to 8~wcek intervals. One sample from. each well will be collected and analyzed during 6. Carry all remaining s2JI1ple bottles to the ice chest where they should be labeled, placed in zip~loc
- The laboratory analyses can vary slightly.
subsequent semi-annual sampling events. In accordance with Chapter 391-3-4, the parameter list and bags, and iced down. Within a reasonable period of time after completing sampling and analyses. Southan Nuclear future sampling frequency may be adjusted based on the sampling and analytical results. Any Operating Company, Inc. (SNq will determine whether there has been a significant increase in proposed changes in sampling frequency or analyses will be submitted to EPD for approval. 7. The labels shall contllin: constituent concentrations in down gradient, or compliance, well samples over samples representltive Name of facility of background wata quality using one of the following statistical methods. The stltistica1 test will be Ground water clevations shall be measured in each well immediately prior to purging each time Date and time of sample collection conducted separately for each constituent in each welL SNC will specifY in the operating record ground Wll.tcr is sampled. Ground water cIevation measurements shall be taken within a period of Sample description (monitor well ill) which method was used. time short enough to avoid temporal variations in ground water flow, which could preclude accurate Samplers' name(s) detenninarion ofground water flow mte and direction. The rate and direction of groundwater flow Parameters of analysis will be evaluated for eaeh sampling event, and a potentiometric surface map that reflects these
- A parametric analysis of variance (ANOVA) followed by multiple comparisons procedures to identify statistically significant evidence of contamination. The method must include estimation and measurements sball be submitted with the sampling and analyses results. This map shall be prepared Each samplc bottlc shall be marked with an identification number using media resistant to water.
testing of the contrasts between each compliance well's mean and the background mean levels for and sealed by a qualified ground water scientist. each constituent...
- 8. Mter collection of the samples, the tubing from. the pump should be properly discarded or Sample Collectionse res dedicated to the well for re-sampling by handling the tubing inside the well.
- An analysis of variance (ANOVA) based on ranks followed by multiple comparisons procedures to identify statistically significant evidence of contamination. The method must include estimation Well Evacuation and Purging 9. Replace the well cap. Lock the protective well casing.
and testing of the contnlsts between each compliance well's median and the background median levels for each constituent. All aspects of sampling and analysis will conform to the EPD Rules for Solid Waste M1l.nagement, 10. Any used material (used gloves, rope, tubing, etc.) should be rolled up and placed in a large Chapter 391-34. The following sections are based on the EPD document "Manual For Groundwater containa for proper disposal.
- A tolerance or prediction interval procedure in which an interval for each constituent is Monitoring," (September 1991). which outlines the appropriate procedures for evacuation and established from the distribution of the background data, and the level of each constituent in each sampling of wclls. Prescrvation procedures and handling times for ground Wll.ter samples are listed in 11. Proceed to the next well. Repeat all steps.
compliance well is compared to the upper tolerance or prediction limit. Table 2 (Dwg. No. V2-10). All field :activities including well evacuation and sampling procedures will be recorded in a dedicted field logbook. Extra sets of sample bottles will be provided in case of breakage or accidental contamination,
- } 112/31/04 I Updated Proo::dures
- A control chart approacb that gives control limits for each constituent. REV. I DAm I DESCRIPTION Well PreparatioD Split Samples
- Another statistical test method that mects thc performance standards of Clupter 391-3-4.~14 SUPl!RSEDES: REVISION$:
paragraph (19). SNC will place a justification for this alternative in. the operatingrccord and request PROJEcrNO.:SN~O~C-.:.OI~-DO:.:.;.V.Q2.::.. PJLEN_"_""""_"_V_~OS_G_W_M_orn_""'_rl-'-~''-----j1 Static water level will be measured and recorded at each monitor well prior to purging for each In cases whc:re split samples are needed for comparative analysis, the following procedures will be approval from the EPD prior to using it. The justification will demonstrate that the alternative sampling event. The measurements will be made with either a clean steel tape, or an electronic water used The parallel splitting procedure will be used to minimize sample handlinlf. method meets the perfomiance standards ofChapta 391-3-4-.14 paragraph (19). level detector. Water levels will be reported to the nearest 0.10 fect: based on a fixed point on the top THE DEXTRA GROUP, INC. of the well casing which has been surveyed to establish vertical and horizontal control (top of casing). 1. line up the two sample bottles for a given analysis and remove caps. 4665 WWER ROSWELL ROAD, #154 If SNC detcnnines that there is a statistically significant increase over background for one or more MARlETfA, GEORGIA 3006B If changes in the water levels indicate a change in the groundwater flow direction, the monitoring analyzed constituents, a notice will be placed in the operating record within 14 days. The notice will plan will be reviewed to detcnnine wbether modifications to the plan arc required. 2. Fill one sample bottle approximately 'h full. then fill the sccond sample bottle approximatcly liz indicate which constituents have shown statistically significant changes from background levels. SNC full, alterna.ting until the two sample bottles are completely filled. Cap the bottles as usual, will infoon the Director that this notice was placed in the operatiog record. In addition, SNC win a) 7l*nSDllAWU-1GlSWJ1Pll.OI'EIl.T\'OPTHl::Ds=....aWUl'.ll.CAND.hll.mrol\1lhnONCONl'AINlID1'Bm!.m115TO Groundwater samples will be collected after the wclls are properly purged according to the EPA Ill! KEPTCONnnllNTlALllYnm ItllQP1l.lNl'TIWltOl' AND NOT'I'O Ill! OlSCLOS!.lD 10 ANY OTIilllt 1'1ll!SON, I'll1M establish an assessment monitoring program meeting the requirements of paragraphs (20) through Oll, CORPOltATION WlnIOUTTIill lIXFlWSSllD wan:nm CONSllJllRAnON OP TIm DnxTRA.Gll.OUP.lLC. TIm; document entitled "Low-Flow Purging & Sampling of Groundwater Monitor Wells (Bulletin 3. Repeat this procedute until all sample bottles for a given well are filled for both parties. DMWINGSllAUNOTDElffilIDDlRECILYORlNDIllEC'n.YUXCllPTmC01'<"Nl1C11ONWITlJnmnm."ffiA.GllOt.'I'. (33) of Chapter 391-3-4-.14 within 90 days, b) demonstrate that a source other than the landfill unit u.cWORK. AlLlI.lGllIS OFDIl.SlGN Oll.INVIlt.'TlON DISClDSllDJNnmOltAWlNGAJUlllXl'lUlSSLYllE.m!\VnoUY AQD023)". Thewclls will be purged and sampled using low flow pumps (QED Sample Pro or nm Otne11l.l>-CROUi' uc. li.Et:lI'Jm.TSHAU. NOTIl.ID'RODUCII m WHOLR Olt PAlll' A."lY sncnoN OPTfJ15 caused the contamination. or c) demonstrate that the statistically significant increase resulted from an nMWlNG AND ACHJlliS UI'ON NOTIFICATION 1lYTIJ::!! O!!X11lA-{iROUI',LLC TO lUl1lIIUl TI!l5 OMWlNC .......' O AU, equivalent) equipped with Teflon bladders. Purge rates will be matched to the recovery rates of the Sample Handling and Preservation COI'IES11llUl.OFronmOlrX'J'll}.-GROUi'.u.c. error in sampling, Imalysis, statistical evalUlloon. or natural variation in. groundWll.ter quality. In the wcl.ls, verified by periodic depth to water measurements to determine draw-down during putging. Purging will be conducted until at least three consecutive stable readings of pH, conductivity, and turbidity are recorded. Groundwater samples will then be collected directly into pre-preserved sample
- 1. Samples prepared for metals analyses will be acidified as outlined in Table 2 using pre-prcse:rved sample containers provided by the laboratory.
case of b) and c) above. a report documenting either demonstration shall be submitted to the Director for approval Southern Nuclear Operating Co., Inc. containers supplied by the laboratory. Final measurements of pH, conductivity, and turbidity arc SNC will notify the EPD of any measurement. sampling or analytical deviation documentation that Groundwater Monitoring Program (1 of 2)
' I performed to verifY that these parameters remained stable during sampling. All field instruments are 2. All sample bottles will be filled to the top, capped with a Teflon@seU. and be placed on ice Plant Vogtle Landfill #2 has been placed in the operating record calibrated in the ficld daily prior to use and at the conclusion of ~h sampling event. EV2.ruation and purging equipment that is reused will be decontlminated with 11 non-phosphate detergent wash immediately after sampling. On arrival at the laboratory they v.-i.I.I. be transfcr:rcd to 11 refrigerator. I I Samples for volatile othrarnc analysis will be filled to the top without hcadspace. Special vials with (Alconox or equivalent), followed by a tap water rinse, and a final distilled water rinse. The septum caps will be used. DRAWNDY; IDAm: ~RAWlNGNU11BER following step-by-step instructions will be followed.
~RE~F~"t ID~W~G;"NU1~~1B~ER~tl=====JTI~TL~E======~Cl~Fffi;;;a<ED::KEj"DiB;yYt"1 '~s~8/1~9/~OlYI V2-08 REFERENCBDRAWING INom: I- -
TAHU,1 TA8U!.1 TA81..H2 Appendix I tD Pan 40 CPR Part 25& <:omtlt=nts rm Appeodix I tD Pan 40 CPR 1'= 25& Comtiw=t> rm Ground Wale" PrcI~doo:J.Dd IlandIIng Deteeti"" Mo.oiroring (1) Dete<tion Mooirorlog (I) PI>nr Vogilio, Bwlr.e County, Goelgi> Plant Vogtle, Bwlr.e Count)'. ~ Pet Vogtle, Bwlr.e County, Geotgia INORGANIC CONS'ITIU&'ITS BPA MEn-IOD ORGANIC CONSlTIUBNfS BPAMinliOD Digestion Vol Rtq. Collection Volume Preservative/Holding Por=eta EPA Method (mL) (mL) 1-llDC Antim""y 7040/7041 Il,hjlbem""" 8260 An.ci< 2-Haam;mc; Methyl butyi Itt'tJ;lnl:: 8260 Toool Ilet=tnhIc 6010",7000 nNO. ro pH <2, 7060/7061A 100 600 MtnIs S<Iies 6 mo.oth. Barium 7080/7(181 M<thyl Broroide; Bromamd!w>e 8260 6010",7000 600 Filtfion d:tc; 6lDC1dl.lh.s: Betylli= 7090/7(191 M<thyl Chloride; Cblc~ 8260 [);,s<>IvcdM..... S<Iies 100 wm. tD pH <2 Codmrurn 7130/7131 M<thyknc bromide; Dibromomellun< 8260 S",pcodcd 6010",7000 100 600 Filter on lite; 6 montbJ Chromium 7190/7191 8260 Soda Mothylene Chloride; Di~ 6010",7000 100 600 HNOJ. to pH <2; Cobo.lt 7200/7201 Methyl elh)'l ketone; MHK; :1r8ccmone 8260 Tow 6mocth> S<Iies Copper mO/7211 Methyl iodide; lodotnetInllo 8260 N", AppliClLbk Cccl4°C; 7-14 VoWiIeO.tgaeics GJa.s, TdIoo-1incd "P'" 69 mL for""" daY' (exlm" in 5 <kyo) I..eod 7420/7421 4-MeIhyl-2.-pcoWlOtle; Metilyl oohGtyl kerooe 8260 8260 or eap' m:onun. acaIjIiJ Nickel 7520 Styreoe 8260 SclcniuJn 7740/7741 1,I,1,z..'J'em.ehlcroctbaoe 8260 Silver 7760Am61 1,1,2,z..""",ehIoro<thace 8260
'l'b.al.liun:> 7840/7841 T<U'OChI.oroetb)'lene T""",ebloro<thel>e; P~rchlorod:hJi~ 8260 Vllnadinm mOml1 Zitlc 7')50/7951 Tot~ 8260 n'!'ICAJ. MONITORING POINT LOCKING CAP 1\1~~-~~
ORGANIC CONSTITUENTS BPAMKTHOD l,I,1-lri<hloroetll2tle; M<Ibylehloroform 8260 ON STflELSTAND UPPlpll 8260 1,1,z..aieb1oroelbaoe 8260 LOCKINGS1'1illL Ae"""'" PROT8CTIVE CASJNG Aaflo- 8260 T_ylece;'I~ 8260 Il<nzetl< 8260 TrichlorcfluommctlwJc=j Q<C-l t 8260 S11lJll., ST"10 UP PlP V iI/40WBBPH01..B 8260 1,2,3-Tri<h1oroproone 8260 Brorooehlcroti.mdbane B!'umodldlll)f"CU]chtme 8260 VlIlJ'la= 8260 PFAGRAVEL~~ Bromoform, TdbranomtilAAe 8260 Vrnyl Ch1Qride 8260
~.mxm.,~~ ::1: 1!;i nllCKCONCRlITllPAD
- 0(>
~I~
Carbon disolSde 8260 Xylento 8260 2'~"
~;;
Carbon Te<m<hlori<le 8260 (1)'rm. &t cooWn' 47 volarile <>>g=k. fut wbkhl""'sihIc amIyticalpro=lu= ;i:g Cll1orn~ Chlorocth~c; Bthpl OlIoridc 8260 8260 P~ in EPA Rqx>rt 5W-846 "T... Moth",", £0< Evohwing So&! Wa..,,", _ cditioo, NOVC:lDbcr 1986, &.a rcviKd Ika:.tnbcr ~9871 include Method 8260:; IlDd 15 -.. .- - :--_~7 l' metal. for which 5W-846 peovid.. either Method 6010 oeametilod fran the 7000 Chlorof"",,; T ~ o _ 8260 seriea of metllod.. Nl!AT CHMIlNTGROI.rr ~7-DiblOtiloeblocOllletlwle, CbIo.r~ 8260 (2) Common names are lho~ widely used in govcmment ~timsl scic:nrific "-.- ,- 2! 1,2-Dibrom<>-3--<hloroptopan DBCP 8260 pUblia.aot\l, IlCId comme:tCC'; -sftlooym& e:05E for man, chemicIls. '. -- 1,2-Dibromoethane; Ilthy1e4e dibrotIlide;!!DB 8260 BENTONnllOlIPSD~ ,' I 60 o-D\eblorob<:""ene; 1,2-Dkh1""""""ene 8260 SAND~ ~, ~~1 l'bJN. p-Oichloroheaz=; 1,4-Oiehlorohenz<ne 8260 ~: .:.K: I tt'IIlu-l,4-Dil:bloro-2-lnuclC: 8260 -~ 1,1..lleblo1oethlwe; .a"',llilece chloride 8260 GROUND WA1ER WELL AS-BUILT DATA TABLE 1,2-dich1oroed>ane: Ethylene diehIcride 8260 SCRIlIlN INIl!RVAL
> 2" DIA. SCH. 40 PVc, NSF RATIID TYPIcA1.LY 10 FEET
~
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~I
, ,1-<llchloro<thlcru::; 1,1-Dieh\ooced>cne; ~ 1=<!;0' FACfORYFABRICA1EDSCREIlNS 8260 o,,-~:l<
'" ~.~~
V<nyUdene chloddc
~ INS1.'.AILED WITH 0.010" SLOTS ci>-1,z..DI<hlnroothjlene: ci&-1,z..Diehloro<thcno 8260
~~ 0 z ~ g~£ ~~~
< i=!:
_,-I,z..I);chJ~e; U "",,-1,2-Oi-' 8260 1/4 0 MIN. PBAGRAVEL
~f>:
I GWA-2/MW-2 %22.59 11755.95 249,41 2(19.82 GWC-S/MW-3 8885.04 12047.39 2,0-41 '1Ji2.97 1,2-<lichJo,prop>De; pt<>pyIeru:: dlehloride 8260 GWB--4/MW--I 9%6.20 11205.40 242.40 202.'14 END CAP 9" MIN. BOREHOI..B DIAME1ER 8260 GWC-II/MW-1I 9089.50 10952.49 227.53
, 1,>/>1/04 111pduoi"""""
ea-l,3-.deb1orpropeoe 166.84 tmnI5-1.3-Ditbl~ 8260 IGl....1 I
&IlI'*1 DAII! I DG'iCM'tt"" I ., I-=jt.m TYPICAL GROUNDWATER MONITOR WElL SU>'IlIWlIlBSo 1lIM!l">;;
fll.O,IRCrll.'0.5NOc.ol.OOV-ea r~V2rOSlGW~:II¥ DETAIL N.T.S @V2-10 THE DIIX1'RA GROUP, INC. 4665 lDWF.R ROSWIlLL ROAD, #154 MARlEIT.!., GEORGIA 30068 n.I:&\~.nB~(;IlI"nll~~.~~AU.DiIQIK\lJOlQ~l'-lIaI;Jt'II.W
* ~COI'mDUm.'\L.InrHII &>>aPm!fJ'n-.ap >>0']) l'UTroNgQQ,[lbD1'OMT"O'n"'fU.lIFJN,1'lI>>
c a c o ~W'J1HOUY'nlI!I En'UBIIDftJTJlIN IDNIlDEUrJON OPft!I!l~.uc.". CAAwn<<J IIBlLN<n'E 1S5D DlUK:ft:.TOI.n.'DIIlEILYaa:PTlNDJf,J'i]l('TQf'WmI'mB ~1aiB'. 1.!J::~ .uLAtQlm(l#DUiiCefOlLt!I'\'b'nDHtwa£I!I!D:tH'tlt3[)L11.WlNOAaI:~'t~1IT "f't:M~,u.c..l..Ilf:lZ'iDt1jflULIIU't~lN,,"IICI..I!CIllP"""'A1fT~(Ill"J*ial 1J.U~.u<<J~lJ.ti$~~ ......"Tl(:l)iIDTl.I.~""',I.J.C*n)mfi\lDilnUj;tIL'SIIo;(;""'bJLU,
~"IJQjIII(.,,",T1~IJIP:l"I~,~.e Southern Nuclear Operating Co., Inc.
Groundwater Monitoring Program (2 of 2) I 1 Plant Vogtle Landfill #2 I I DIAWNIJ'I": DAm. DRAW'ING NUMBmt. I D"G. NUMllIlR I P 10/19/01 R.llp. REPHRBNCH DRAWING lTnJ'. OiBCKEOBYt SCA.I." N .... V2-09}}