plant vogtle landfill #2: design and operational plan. · v2-04 sections and details v2-05 design...

V2-04 SECTIONS AND DETAILS

V2- 05 DESIGN & OPERAllONAL INFORM AliON

Comulrant:Kurt R Batsel, PE

GA PE#16594The Dextta Group, LLC

4665 Lower Roswell Road, #154.Marietta, GA 30068

770-578-9696

INDEX OF DRAWINGS

V2-08 GROUNDWATER MONITORING PROGRAM (I OF 2)

V2-0 GROUNDWATER MONITORING PROGRAM (2 or 2)

V2-06 MElHANE MONITORING PROGRAM

V2-01 EXISTING SHE TOPOGRAPHY

V2-00 lllLE PAGE

V2-02 TRENCHING SEDUENCE

V2-03 FINAL SITE TOPOGRAPHY

V2-07 CLOSURE & POST-CLOSURE CARE PLAN

Property Owner.Georgia Power Company

P. O. Box 4545Atlanta, GA 30302

404-526-6526

Corporate ContactRachel G. Bauman

Southern Nuclear Operating Co., Inc.40 Invemess Center Parkway

P. O. Box 1295Binningham, AL 35201

205-992-7025

Responsible Official:W. F. Kitchens

Pbnt Vogde Geneml ManagerSouthel;l\ Nl1clear Operating Co., Inc.

7821 River RoadWaynesborO,GA 30830

706-826-4278I

Bw:ke Coun •LoC<lrionN.T.S.

Plant Vogtle Landfill #2:Design and Operational Plan

P:&OMA'lL~A/.,,"Uct..."ST&TUzl-2JIUtID~ !QAJ¥Du"Illb:t.5:1i(BobbyJCIDI5Ezpnsftl'llJ0H.J:iJ:l9M,).-hmSSS4. Takr5JI.56IlJUd1.~IlI:lJill::sDsa.nTlibSA 23.-b~6 mil.m f.ba:Jma a-.:h Il.t.t. T_ Wt..e.. a.--r a.ada IIJIIId udPJ~'6mil.1D.____

DErrAIL NU.r.ffiER

V2-00

TIiB DllXI.1VI GROUP,INC.4665 LOWBR llOswm.r. ROAD, /tIS<

MAJUETfA, GEORGIA 30068

Southern Nuclear Operating Co., Inc.Tide Page

Plant Va e Landfill #2i.MV:-,'IJ'J": DAm

10/19/01crmCKm> BYI SCA.LJ:l..

NODI:

lTlUI

REFHRBNCB DRAWING

nm.~.n.PlDPll:l]'Tanll~GIOUP.LLC.AIoi».u.LJNJOIK\ntJN~~.'TO

E IIJIJ"JOOI,mDmmALWV nBaBClP!BJ!oITni9DP ...."mNOT1UE D15Cl.CIlIIlD'TUoiHYO'nUII.1'!II3ON,J'WIIm~W!HOU'T"DJII~'R1t'n!N~noN0I'1H!I~.JJ.L:.nm

CI.Jo~IIIAll.I(O'l'MtmlDDJlBClLYm.~lllX=rL:!IIlarrJl!'4~WlDlnIl.D!IDUoCIIIC{;Y.

tu:~'UJL Al.J.lUOlmu'~D:lf!inl1DI'nOH1lIIlCU*DJiII,.,tiIJ:J&A'IfmtOAui:I£I:I'lli:!i'lLY~''E:DfN

~1JIlI"I)..~,ULUt:JmL,"5'Lw..-'ot~lllf~r,a\'.\l['fM't~l:lt1"t1lll

lJ....~"''¢J~IlI':J.L~,.m1I'lcAT1I»,j1n'T1I1tO~~I~n).~nl;l.Il)u~'UCO,ll"J,.1Dolr.s"tl'OU('If'TQ1]a1~"",ue:

Site Location1" - 1 Mile

~Il

"'-DRAWING# DETAIL IS REFERENCED

DRAWlNG# DETAIL IS SHOWN

ADErrAILNUMJlBR

1V2-1Q

"'--DRAWING# D8TAlLlS SHOWN

SCAlA 3/8"=1'DETAIL

SECTION LETI'ER

SECTION 'A

SEcnON LEITER, ~DRAWING#- SEcnON IS SHOWN -./

SCAtJ~3/B"~I' VUIB vun/

DRAWlNG#SEcnONISSHOWN'-/ /

DRAWlNG# SECTION lSREFEJlENCED~

W"5TH MANAGIiJI{ill,'l' UNIT/BUFl'IlRBOUNDARY MARKE.R

GROUNDW...·L'IIR MONrroRlNG WIlIL

THll DEXTRA GROUP,INC.4665 LOWE.R ROswnu. ROAD. #154

MARlI!Tl'A, GEORGIA 30068

MM.-<S IE

GW"·2/MW-2 ~

•

- -150 - - EXISTING CON'l'QUR

-- ~ -- FENCB

Bcginni.ng at I bcndl'Q1nk for ma IitI:. wblcb it a CCJncr.ca:: rounpcd"0'''"''= ,.;th ." ",we i"", buria.d<.1ocat<d at 10001 Ilrid Nill32.75,E8074,49, aod IICIlt mcnboo 255.07. thcoa:: going N2J 024-'33- E 11.

di>Wla,,>f2J1B.26' 'XlI paUll, ",ell poilll t.dog the I'OtNr OFBllGINNING, tbcnce.gaing N33 1l3Cr.i3"'W a dimncl:: of 926.81' to I pcim;U1C(I(C.,goltIg N560Z9'26-n Q. diltf.r:te.e of 929..46' to ... polDt; tbc.nu going:533°t T23"E.1. dUtulCC of 933.40' to. point'j thmcc.gtJing S56 °S3'S,3-W.disW'IeC: of 925.82" to • poittt. .1.IC:h pelot being die. 'POTNT OFBEGINNING; •.Jd Prop=)' """""",omg 19.81 oau

TRllllLlNE

LANDI'lU. WilSTll MAN"GllMBt'tI· UNIT PROPERTYDllSCRWflON

POWERPOLB

M.p produ=I by Bill AcmJ MappIDg. Pe.clune Uty, GA

BEIPR0J!'£1'#1010805

DKffi 01' PHCYfOGRt.PHY, 8/22/2001

LEGEND

"'''DlA~.n.PllJf'D]TO""IUIIDDTA-GJ;OW.U,(;N-m AU.tMJ'IllIIKol,nortoI CVN1"MlUDnlIaLON.'1O.UI'l'(QrPWllN11Jl,Lln'D&~'DIllIOfAl'lD:l«1J''1U.lXIICWIIID'1UAm'anQIII.ra:IIOM,l'DlM

QI.~'lrrrnotlr'Dl:II~ftrrrDlaNtDIlaAnDNornmD.RrJU,.C&OlIP.u.c.mJl

DU..-JN(lSu.I.LNmMllIHDDllSClL... c..~IIJIC!LTDarrr04OOOl!'U1C1lON'1mUftB~.w:...uJt.AI.1.IIXMtl1UJ'l*!oLCJ,jWllil~Ul~.l!'I'l1ql>llJl. ..-OfOo\IlJiIliCtI..,,'I'I'Jd...~li'Y't,..1MIZ'l'JJI.~.t.Lt.~"'loU.L...'O'I-~jN".,I1UU:!(a~.A&"I'/t)('tkCl'WJltt)ll"lUID....~ItNO~I!J'.t"'lIOM (11'I1I1CAT1QI\ItrVnIltOIllrrllM:iJilU',u.c'l'OIl.lm~"(tlI1lo~ol,II/,DN,4

C(1II'n\.l"GJA(lIII'TO"ilIl~;"".UI'.

I.IW.

Southern Nuclear Operating Co., Inc.Existing Site TopographyPlant Vo e Landfill #2

I\I\

El0000

nl0000

WA,rn MANAGIIMIlm'UNIT BOUNDARY

GROUND WA1'11R WBIJ, AS-BUlI.T DATATABLB

~~ i ! ~~i ;~J~~ p~ ...

~~~0 .... ",£!:,z CiGWA-2/MW-2 9622.59 11755.95 249.41 200.82GWC-3/MW-3 8BS5.o-t 21147.39 2.5().41 202.97GWIl--4/MW-4 9466.20 11205.4{) 242.40 =94GWC-I1 !MW·11 9089.50 10952.49 227.53 16Ii.lH

E9500

119500

I'OJloT)'OPBEGINNING

",

B8500

.</"

'".-.-/ ./

WAsm MANAC1lMlll:'U /" ,-UNIT MARKIIR (1Y!') '" '"/' /

@ ,- /" ,- //" / '" --/" -/" /' 1 ,-1

,- / ,~-_-...-

,- / _./ ,- ,- __ I/ /' / ,- ...... _--

/ /" /'/ I/ .-.- .- ,- ,-

/ / ./ ,- ,- ---,- .-,-

//

/',- .- .-

/" .- ,-1.- / ,-.- ,- /

/'/ 1 1

,,- /' / /.- / .- ,-/"

_.-- --

E800Q

------------

I, BENCHMARK FOR ~'HIS SUE IS A CONCRETI! ,rAMPED MONUMENf WfrH ANGl.!!IRON I\I\l.\lUCADE LOCA= AT NBB12.75,1l8074.49, EU!Vh"llON 255.07. TIiISllBNOiMAllK DOBS NOT APPEAR ON THIS DRAWING.

/------

-_/

---

>-----

BSOOO

--,,------

,-/'

-~~N 12500 -------------+--------------------------1r-----=-:,___~=~""'-r->.,-_::_--'-~="-~..;;c,_____b,4- =-----,;.#8i;,,____=;=--_::_-'-""'..,..._:_-----_;------------------------t------------N 12500

.- ,-.-

/" ,-1 /

/ /"/

\ I /I I ~ I J

I I , I I 25'.'\ I I I I x\ \ \ \ \\ \ \

\ \ \ "-\ \ \ "\ \ \

NI2000\ \\ .-\

GROUNDIVA'/T.:.R MONfrORlNG WEI.I.

WASTa MANAGEMENT UNITIJlUFPI!RBOUNDARY MARKI!R

THII DEXTRA GROUP, INC.46/;.\ !DWEll ROSWELl. ROAD, #154

MARlIrlLA, GEOIlGIA 30068

•GWA·2/MW·2 ~

DAm

"'DL\~.n.f'IQfEU1'anll~.gQW.I.LC..u."»Al.L~'DQtoiI~n:IaI:IN.roIn JaIJ"l' CO.iJtlloSm1AL.!I'I' nlELAIICIJ'm),'T'mHIOP....-m NOTlO E DDa.OI5IlD'ro ANY0TFmI.1'I'JIIQN,PmMOI.allll'ORA'naN1PJ'fIJOU'T'1HIIDftE&&)'ftInl'N~HlAnaNOf'UBD~,lU:.lRlJIl"'~IlJlAll.Korlatmmmnx:n.Yc.l:!4DlI!C!I.TImmrJ~~9mI'l:lILDII%ftA.CIDL....J...I.I:'WlIUt. AU..ll:JQItl1I otl1il!l«llQl f!W\olfl'tftll!'l'PtIlCUJY:DN'Ililll DlIA'lI'OJO AU b:l;ti;!il\,Ll'Willl;'i'ED1t'I'n1IL~,liLUCA"IIi:~ill\JJ....at~lN"IftIlCU1C1LL'.AETMl1'~(II'''r\OIOU~/lHP~JIQI!'lo(:l/llX(.l'TII!!CA~*"mllf:l;I@:n'Il'\o{lata"'I.tt.11)~11mcu.~~"tl~

~l:""l1~TO'UIIIf~IIl:A••lJ..r.

- -150 - - IlXISTlNG CONI'OUR

MM~ III METHANE WElL

I...'\NDPU.L WJoSrE MANAGEMENT UNIT PROPERTYDESCRJI'TION

BEl PROJECT #tOl08ll5

DATH OF PHO'l'OGRAPHY, SI22/2OO1

LEGEND

Bcgioojog &t .. bcociun&lk for dW .ltc whLcb it .. cooa:etc. BWUpcd""""""",,";11> an "'II!e ;,"" bodcad<.loxo....... locoIgrid NSm75.E80704.49,a.od.sctl.tIDc\'LOoo.255.07. thc:oc:cgoing N2.3 ~'3J·Ea

,""••"",1 231 S.26' ".. po;.... 0U<h 1"'0< bdng "'" POll-.'TOPBEGD\tNTh'G. cbencc.gdtJg N33 "'3O'53""W .. diit&nce of926.Bl" to a point;I..ht:ott going l\~iS"29'26·J! ':iIo disr:anc~ oC929Ati' to a~~ goingS331lo1723-n. II. dimoc.c= of 933.40' 11) • p::lint; thax;c peg S56 °53'53"W II.

d~ of 92.\J12' '0 • po;nt, ,UdJ point bOng tt>< POINT orBEGINNING; uid Propen)'~ 19.51 aacL

POWERPO~

TRlillLINll

-- • -- PIlNCE

0IlV.

Southern Nuclear Operating Co" Inc.Trenching Sequence

Plant Vo e Landfill #2

REFHRENCH DRAWING

EIOOOO

LANDFllLACCE.SSROAD

ML-WBATHERACCE.SSROAD

E ooסס1

..-,

NOTI'&

1. BENCHMARK FOR TIllS srrE IS A CONCIlE'I'Il SfAMPI'J) MONUM1Th"I' Wllll ANGLEIRON B!\IUUCADEWCA1lID AT N8832,75. E807H9,ElJiVATION 25W7,lHI5BIlNCHMARK DOES 1'101' APPE.'Jl ON nus DRAWING.

2.0NSITERO!lDShl\I!CONSTlUJCTEDII\llLOC!lTIlDAS~YTOPROYIDE

ACCE.SS·ro THE ACl'lVll DISPOSAl. AREA.

B9SOO

E9SOO

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

POINrOPBEGINNING

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

-::- ......----- .................... : ..... -- ............

....-- ..... _..... _-~..........................................

E8SOO

:r-_--....--

/,,,,/

/~.-

/.../

//,

""

".,------"------

£8000

E8000

--

N I2SOO -------------f----------------------f----~,..,....-==_~~..:....'""""--"--==.....;-"-*----of,.-''-,,-''-'---'''''''~'"'''____:_=-_<~-''' .....,......~-----I_---------------------_1_----------N 12SOO

,"

,/

/.-

\I/

/ II\ I / I

I I 11 r \I 1 I I 1\ I I I I

\ \ \ \ I \, \ \ \ \\ \ \ / \

\ \ / \ \\, , \ \NUOOO N 11500

\

"-

\\

\V STE M 'AGe I ""I" 'n·/8L1~...R

!lO 'DAR" tARKER

THE I)E. TRA RO P, I I

4665 LOWER ROSWEll.. ROAD, # (54MARIEITA. .EOR L~ 30068

•

LEGEND

- -ISO - - El\lSTI' CO'ro R

-- x -- FENCE

--2S0 -- pROI'OSIID CO ITOUR

81!1I'ROJECTUIOI05OS

DATE OF I'HOTOG]l, PHI': 8/22/2001

u\NOI-ILL WASl 1\1. AGE..\l': IT NIT IJROI>E:Rn'DES Rima

MM-6 1Il ME'rH. 'E WEll..

GW .2/ (W-2. GRO OI\'ATER ~Ia 'm)JU' WEJ.J..

1'REEU E

pm R I.E

Ikginnil'lg'ill ... lxncbmnk for this "ile ~'''ich b a (MQCfe stampedmonument \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" Elldin:aocc 0(2318.26' (0 I poior, web poror bci"8 tbe POI r-r OFBEGIN '1 lG,lhcnugoing f33"3O'SJ"\V"di,,tanccof926.8I'loapoinc:;lha1et~ '56 11129'26-I! • distlU)(C' of 929.46' to. poinr; I~nttgoingS33°1T23-E. dinaocr of 933AO' to I POIOr.lhC'ncc goaog S56 °53'53'1 IdiSl:~_nce:o(925,82' rOI poiru, such point bcil1g the: POll\.lTOFBEGINNlNG: uid propttt)' r:noocnpwing 19.81 acra.

outhern uc1ear Operating Co., Inc.Final Site Topography

Plant Va de Landfill #2

12500

12000

El0000

I! ooסס1

W\NDI:'ILLACCESS RO.\O

DlA~ 8" 1).\1~ ORA\ONG NUMBER

tRJ!F~··:t~~~=t====~~====j~F£OO:;v;;:p,I~O/~19/~OI1 V2-03CtllXKttD .,. SChU:'00<

I-~ OFlUA CESS ROAD

----

I~INALCOVliR

I. .IS 01'11.1' ONF. TRF. 'CH RF.MAtNS '1'0 BE FlIUD INTIll I_~ I)HU. OI1WVA'nO' ( TllIlTRflNQI\\'HJLEBEING I'IIll0 W1U.G· 'ERAll..Y8EATORBELOW SURROU mING GROUNn URI'.ICF. '0~Db\l""TBAS] , IS IlliQUIIlJillI'OR TIllS I.,\NOI·II..1.

---OTES:

1\9500

I

119500

//

//

//

/

1'0 orBRCI" r \lNGI

I1,

".. ~---

- __ -,'- __""':.-",,- .......... ::.I f __ /-- --...... ... ...... ....,.-_ -- ............ --:------~/J --- - -...... - --....................... / "':.."":...--, ------ ...--- - --------,,_-:..-:../ --- ------ .... ~ /'................. -........... ..... ................ _-:::===./" - "..... -............ ----------

E8500

/

VEGETATIVE

E8000

~-

DESCRIPTION

STRUCTURAL PRACTICES

.- /

,,-/ .-

\/ /

/ / I/\ I / (

I I R I \I 1 I I I\ I I \ I\ \ \ \ I \

\ \ \ \ \\ \ , \ 1

\ ,\ \ \

\ \ \ \ \12000 11500

\ \ \\ , '-,

"

CODE

CODE PRACTICE DETAIL MAP DESCRIPTIONSYMBOL

0 S(DIJ,lEHT ~ ~...,...~ .......

.....CR :r.:..~~~.... =~':n-

® :'.~ ILl{) $Il~oONI'lC11Y4........"'"I~ 'trtn. \cIpdto beea-~ fetO/'eOCllcmfl'---- _...

1V2-04 V2-01, V2-02, V2-03

~ SUIISTJT\JTE "r FlU.I '-M.-.NAGEMENl· lINTT IlMU"

AS APPROPRIATE

N.T.S

BUFFER OR LANDFILLMANAGEMENT UNIT MARKER

DETAil..

260

i 209.80 (GWA, !MW/Zj

S~~~~I"_50' @ V2-02VERT. SCALE, I" = 10'

PlNALGRADEl!lClST1NGGRADBLIMIT OP TRENO'IEXCi\vAnONW.4JER TABLE (6/15/04)

SECTIONHORZ.5CALfl, 1" = 50'VERT. SCiII.a 1"" 10'

8+...

F1NALGRADE

g+N

r\ rFX1 n-lNGGRADE

~BESTOSTIlENCH ---ACIlVE~

3 --\ \ 1 --- --- I-- _

I-~r-1~\ '-_ 1------ -- --=-----== 2'10 SLbPE

"I"-------<:------ 209.82 (GWA, !MW.2)I I II I I I I I I I I I I I I I I I I I I I I I

250

6" TOPSOIL

STEEL POSTS. 1.3 le/FT MINMAX SPACING 4'-0" o.e

FINAL COVER

D~;~ @V2~3

36" SID FENCE fABRIC EXITNOING18- MIN ABOV( EXISTINC CROUNOSURrACE

6" • 6" '4 OAUGE WIRE eAO'ING

EXCAVATE 6" DEEP , 2" I'll DETRENCH UP GRAOE Of POSTS,WIRE OR STAPLE MESH ANDfABRIC TO POSTS.

fiLL MATERIAL

GROUND LINE

ROADSIDE DRAINAGESWALES (AS REQOll\lID)

LANDFILL ACCESS ROAD

D~":~ @V2-ll2, V2-03

UIO'15.00' WIDE Dun

4.()(1' -+--- ROl\DWAYWIrn ----l-- 4.00'6" CROWN

4.ocr

NOTE;FENCE SHALL BE PLACED AT ALL lOCATIONS WHERENATURAL GROUND SLOPES AWAY FROMCONSTRUCTION.

fABRIC REOUIREMENTS:

1 TENSilE STRENGTH (LBS ",'NIIlAU PER AST,. 04631). WARP = 260. FILL = T602 ELONGATION (l; MAXIMUM, PER ASII.I 04632)' 4{)'13. APPARENT OPENING SIZE (MAX SIEVE SIZE PER ASTM 0475T): /304. fLOW RATE (GAL/MIN/SF. PER GOOl-87): 705 ULTRAVIOL£T STABILITY (l': REO'O or I IIIAL MINIMUM TENSILE STRENGIH. AFTER 300HOUR W£ATHERING IN ACCORDANCE WITH ASTM 04355): 80'l:6. BURSTlNG STRENGTH (MINIMUt.l PSI PER ASTM 03786): 1757. MINIMUM fABRIC WIDIH: 36 INCHES

THE DI!XTRh GROUP,INC.4665 WWE.ll. ROSWllLL ROAD. #154

MAJt1ETr.... GEORGIA 30068

Sll..TFENCE

DETAIL @

'D"~CI'Jl:fiI'Kll'lZJ1'OI'nlB~.u.c:Nmo!llLlNI'OIll"11OtOCDNI'~'JRDJNII'1U

.Ill. aFfctlKnD*)IJlA.L"'7HII.lUIClHllioTTldatlf ....omNCtr'm 1Il!l1lJlCJ..Cl5il1)'n),!JiI't1ln1lll.1"III!!OK,1'l:I.liII0ilCI:*J'QL~'TnIOt."''DUI~'ftft"I:~!XIfWDiILlo'nl:a.l0l''l')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:!lIlL\'W'D'OGA."'IDNaUli:laiOlt~nn.:DU'mAoGIOJP.1U,'IOUlUIN,"lIIta!o~AMDALL

ca'I8I!i'nIlWJl"'lO'IHIl~ItJU'.J.LI:.

Southern Nuclear Operating Co., Inc.Sections and Details

Plant Vo e Landfill #2

35. l'Iobihi,ed Acts, Th, W>dSIl ohalI be "l="ed md ttlLlolLio<d lO 1"""'" "P'"~ ...vcogiog. otId lho "P'"u\mJ,pJt1g ofwu.tdI.

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

h. .hIbelltos--cooblioil)£;wute. ~hdl1x: ditpoltd o£i1.l.tJ.d) :fIllJ.SOo.c::t'-Q Mt to dc:sttoy r:he mtegri:tyoftbc:a.!o'boc:5tm-am.taitIing material~ priot to the. phccmcar of 00\1"e:t matcrid.

Co All J.an.dfil.t IIcmilies will b.:: c:onductrd in ac:c:oMancC with the Rula for Solid Wane:. M:in:lgc:mmt,~391·14 .00 ''''''''''''' gm=d 1»' IlPD.

32. Consttuerloo Ca:titicu:ioo: WDtiul ~&u:iaD by .. prohaaionaI~ licm.sed to pmcbcC in Gco:rgi:a 'iP'l1l bc=aubmittal to the nPD tl:;) cmify thn the &a';ty lw~0X4I~ i.a uxmrlIl1U:r: willl the .pprln'ed~ :t.1Ua_ oha1l be "1"',«1 f<>r CLCh IO"'''l'''''' _jor co"",,,,,,io,, ;e....1ncludi<lg bu, !lOt Jiltljted to, 0'" ceJb 0<=cllcI, .ddiliooallnOllib:>tillg wclb, octii=ot pootia,lcschate-OJ_~~. """ wlidwute bwdling tmXQ', -nd~ 01 final co..,-er.

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

34. Eoviro.o:mco:tllJ. PtOt«ti.OQ; The I&l'IdfiIl U1alJ be. opcntcd. iJ1 sw:h o:wlIW -Q! to prevent ralr.1aDd. Ot"'W'lltCt

p<>lh>tioo.""d1"'bli<h..llhho.>.oro.,

33.. Nt'~: The: li.oo.tm opr:t'Il'ti~ ~m nOt ~l.t.r:t: Uly aPflIiQl.ble ~uiren:'l(:(l~ dltVd.op:d '1J.1'Ii:ler • StutImpl..,,,,,,,.,,,,!'lLD (SJl') .pp""cd '" p_ulll't<d by the U.5.IlPA, Qpe<> b.",;"8 ofODOd ........._fat ""w.-eq.""~ of t..d elettios debtit, diooued"... at debtiL &= _ .......p "l""-'iOOl, obsll"", beC:QJ'.duetOi

i. FJlling lnd dOSlOg of the Ubct.fOlI t::e.c.eb will be. conducted in the u:me In:lC\OC;l' u the oon-ubc:ltOl!l trtnd1.t:8.aocpt for the. tpectaJ 'W'lUc: handling lIIod cover p-r1XCdW"C.l! diC$Cb.bc:d Ilbo\~ The. pc:r:imcter: of the ulJcs1tJl tt'tt1Ch will'be beaned to pteveot IltOrmWll.ta" Nn-cR &om C;QtC:ring the 111::t:u:h. StemlWUCl' thJt directly c:ntert the~ fill atell

wtthin the :118~tof, trtl'lch will bc.l1lcwod to ucwnulau: tnd pc:rcoktc within the trencll. A mJmtnwn ofooc foot of'frcd:xnrd' in the aJibc:ltall:ICDCh will be rrWot:a.incd Il.t all time! to.now G.dcg"uatc ..tonge volume for the 2S--)'CU,

24-bour <tOm (6.8 iochcr ofW>t« dincdy fLIli"ll iD. th, op<.o treOCb),

I~~flft

49JOo-C 2

1""""..., I of I

D T Il£ETI

PR 11I011' II \\/\ 'E Ii PE 0, OlE KL T

I ,'oglle tlcclric Gcncr:lting Plant A.

P hibiled W.SlCS Obsen'cd Prior 10 dUl.Uping Arter dUfUIling

Rl1diQactlw Wutc [he. I I no [J '" [JMllazardou W8S\, (",lvon: rain.$. !.los I J00 [1 yeo I}noeIC,)Biomedical Waste [J)"" (J no Ill'" I] noIndu~lIri.1 W"'!Ie (lig/lI bulb.. balt.n", () y"s IJno lJyes I] no"hemlcal Ctc)

phall Roofing hingl.. I I yes llno 11= II noPurres<>ibl" \ ast. food. food [I '" II no rI yes I] noconu-uners. refuse.. etC)

il lI,ers or Oil)' Deb'; fly.. llno [)yes II no\ .SlCS c.maining IT.., liquids []yes Uno [J yeo I) noP<;B \ as,e (oap.cilors. nlJn~nl I J)... []no rlye< I) nolight b.II..I, OlC)Prohibited C&D W..le (,reated wood, II rJno lh'" t ]nolead sllcelS. etc)

,,1-......... 1'"

l. A. Korhtl1

D"'iCtlhe in d<1AiI 811)' prohibited wosle ohed<ed .OOv. observed pnor '0 dumping .,the landfill

DOl" oflood .od dWlIp iospc:cUon-7"""--------Londfill 'umbtr #2 0' ~3 (Circle one)W..I1< Trench Numb<t __Genernl descriprion ofWllStc 10 be I.ken to thol.ndfill _

1~. A opoda1,~..be.roo t=<:h wiI1 bepro.ikd" thoW>d6ll. Tho t=<:h ","rt be d=-rly nwkn:!.mhwuning .igni ilod (.C(US iJ lim:ited to tuti'l(lri}.cd '['I("S00ftcl. A Jigo. "i.n be potted lot lhe Jlu)d,fjJJ eDtn,nc.e to jCldictte.t;he dl.!'cctiotl to -me vbestos diI~ t.!'Cll o~ we. utive. tfC..OCh.

20. The. bodfiD will DOt be u.IoCd aftet nor.m&l hOUd.A~ to the la.ndfill II eootIOllod throu;gb Il.utbociz.cd lD:oftbc1IDdfill f<>r pl"'" opemiDOI ""ly. Th, landfill!> ac=cd t!llouglt .10<10"8 gm ""d .,,,,,.. ., th, bodfill i.I ",ouolled<l:otoogb tutlu>tise<l "" of theJ~ 10, plt.o, op<:rIl,""" oo1l',

2t. My wut:c: or litItt dlKXJVend mnsldc of the tn:ndu:1 "iIi':iIl1x placed in a trcnc.h. Pcncing or other lIlC:thoW. Ie

COIJtIollitt:r arc flDt: OI::cxla::I bcr..a.i.I5C wind·bIDwn 1i.t:1c" h DOt a problan du.~ ro th.e lack oflim:I produc:::il18 matc::it.t inthe W'&Iltt.

23, PROHJBJ:rBD WASIB PLAN

17. A bWIdo= (%6 C&t«piJlu '" "lui"",,,,),.;n be~«1 to <1>, 1>nd611 ODd will be uOli=l Ie petfonn..,.,=eblog """ 6lllo8 pro«<lw... If "lujl"""" ia oeede<l f<>r ""'" o<ba p"'J'O". k.,,;jJ be obWoed "" 0 =I"""l'bu&!• .A wue:I: trUck, portable wate: taDk. or othu 'lfpropAue~ equipm=t'Clri11 tJao be ...vaibbl.c. as .a.c.cd.ed.

'Bacli load of'W'6!iD: win be inspcct:aI prior W trUlSpon; to me: 1a.ndfi1l.-and aftl:J: p1accmCC:l'tof~b Jo:ad in 'llo ttmcll, mCl1.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) willbe mc:d to dlXUlllClJIthc.~

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.tbc:m implemmted. 'fbi.!~t~ i5 ronduered in aecord.ance 'With Ih.e HID spprtmd.M~au.MonitmingPtogtLm, dot<d Sel"=ber 2000, """ "'1 up<l>n:o ....ppfiahlc. See Dwf; No. \'2-06 foe pmgrt'" dCl<ripti<J<..

14. A Gro<uxI...... MoWtmins I'mgnm Iw """ m.pt"""M See Dwgo. No, V2-09 ..d V2- t0 fa< w.!""Il"'"clr:lICrirul)11. In 8dmti.tm., 1lJ.l.fta. ......t~ m..cmitori:cg is oocduam at the P1JInt IltKkr the Plant', Nlotiaml Pcl.Iumm.DiodwK< Iltimim.'on SY''''''' (NI'DES) p<mili, md ."..,.• .n of the I'1tm't~.

51 YBAlI5

1. A1jTAiIIl1)le on,ite .__ ._ _ _R R_R_R 4,[)24 CY2. lro[lO'<W ,.,...,.,.,.,_,.•,., ,.,.,., ,., ,.,.,.,...,., .___ 0 CY

c. Solid to .otum, ("'=t='ed) ,_______ 0 CYd. ....be."'" ...." .otum, (compacted) 10,1!l5 CY

L ')'01>1 "" _. , t~.ll ACRESb. Usable _ " 1.7 ACRES

... Total vQlume o(wete -1m! c.avu _~_~_~-_~_~_14,222C'Ib. Soil volume for CQV~ _w_w_w__w. 4,Q24 CV

DESIGN & OPERATIONAL INFORMATION

I. lb, 6lWlg of _ 1 <hrougb 7 "lA<Idfill #2 <OOk pJa« tbroagb 1990 wi ",....tod of q;>i<tl """",,,,i<><. dcbti>

pc:arai duriDg plant oomttueti.an. .Land dCiIing 'WtIItr:15. ~.I!Dt pb.tt.d.in the tlc:J.t.bcs. 'Ih= :R&bcln! ttm.cl:1 hi ml::em}' rnamd}' amvt:: area.. This tn:och is usa! to dispme of a!bmoIs romaining ,,-.:u.tClo from P1aotIl HatdJ:am:l Vcgtk.l"hh iDcl'.ll:liC& wutes Bum u. brokm c.cm.cnt--a.!lbc&tos fill mcem removed from tht cooling 'lOWCRI, WUit.e.

CemMt-Qbc./ltoe tr.msit~boud.we~ l::~m.t-:L¥~ro, pipingIm.~ and :lAbes[Ds.~ roofu!g~Rd'c:r w Item 2.3 £o!' me Pmhihiroi W~IC ?b.n and hem 29 .thr Spccl:al W'ute .H..aodJlng.

3. Wllnc. it. to be dl#.l'lpcd (rom tf'Ij;e;k1 into the Ill.tld611 ~eI bcgiMitlg A the nOM end of~ ..e:t1vc: (open)"",eb.

~, U,;"g 0 bWIdozOl CJ!6 Ct"'PiJl&! dO'LCr '" "lui..lem), ..- will be opt<&<! and"'~ into 15-_tnuimumIlIU ..biIO~ t !\\IlIQ<:n, slop< "" <be ....'" '''''1dog oil<&«. M&ledW [>I>eed In <be WldllU~ be_pa<ted ., the leut pt=iad roIUOl<, =cpt <hat ..._ ...... will be 1w>d1«l .. <IoKribed in Item 29.

s, .&mws-oon.t3ining WlI.!itc will be rovcrcd 'With 6 inc.bC5 ui cutb imm.c:diatdy 'Cpoo placcmcnt l.c. tb~ ~bc!.toe

ttCZlc.b• .l..arJdfi1l DpUlIotiOD30 will conain of moothly e;d]B. Moodtly OO'\'C' will be: plaad in ooc-foot layc1 mr thc=malb in whir.b ttm£.bra ~-uaal. Dailf OJ¥a' ill not rr.quirLXi bt=c.auac. t.hJ= 'liIr'Ut!= (non-puttalclhl.r. oomtrlldiood~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: theprotecdcl[l of bumao heah:b 'I.Ild t:bl= mvm:mm.ent..

6. .MDmhlY. Iil m.inimm:n ~-fOiJt:"~ ofint~te5O..i1 cove: 'Will bc= p1urd~ thr. aposai wOOciDg sur:&a= ofthe wastr. for thD6t: tTttlchtB used in that.month..

5, Soil A-oo> ll>e =anud =hwill be "oap;Jed oco< <1>, wi", t=<It. Th.., ooiI 'lOCkpile> will be of ,uflieielltq"""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..,;ube: kept within 200 fw: of the. working ,umec or ~r:c= .., .n ti~, iQr fire atiDp~ putpOlJe!l. Silt f'mci:ng W11l ~plac;oj ilQllg thc.ll1W~ dCVltiQfll of tnt. ml)nthlf wil ",tQCkpi.al. SiDCC: 17'C::nr:ket. wi1l \:M=: bRddffio:i 'IiWh only 12 'Ya ofthe. 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~tiofi.

Il.. 'l'be: foDowing w:utlc!l an: acaptI.b1e for: di.Ipoul in the 1and6I1 (typi.aDy only :u'bc!!itt16 'Ii\o"Ute wi.Il be di-!pOKd inob, A.bet"" 1"""'b),

• Inm Wastt - Wuk: l:h.at will DOt a:: b DDt.Lib:ly 10 CiIornle-leachate of fil:nroom.mml amccn. Sm:h w.m:e i.&1iollmI., =th-Iike ptodwD, ooo=.mmrl a>plWt, rock. brlcD,yud <rlmmiogo, '''''''i'',1imbIwI~

... (.Qfl..Jo~Ql':! andDem~ Wl.Jte - W'Q;tC 1i:mitcd to untttatcd lumber, brick,~ wa1Iboud. illJlJ.b.titw\metAl olir.ling. phrmbit:lg~ UlC.l other.inc:n.buUdi.og material.. Thi, 'Wa,te. mal' mull Io:rm buikUng mucrials-.ndouhI>Ie &="""ttU«l=. ...cddIng.«ptk,Ukl_"puul,,"'''''I'',=- ~uiI.li.ogo o.odotherottuaures.

• A.!Ibc./llO!l-Cocn:lic.mg Wa.srt: • Wll.st~ th.u i~ in. put., 01' toWly, o:.r:nposm of :l$berros, :Illoo-bu:mi.ng m.int=:ml.1bu0lXUfII in tibfOU' (Q!"JD a.od i$~d as 'l hazud ~ hca1lb. T.bi.J w:l$tt may include~~te boa:rd, gaUd:_t«W. """ btob:n <=>COt·...bet"', fiJI_ «moved from <be~ ",""", ThiI ""..,;,.t ...;.u be eli,posed of In• =b opeciliadly d.,;g,,«l <Xl =pt"be<",,~........

"'1ncn 1Dd.unclll Solid. Wute • WIl8t:C limited to iAerc mue!iaLJ $Llcl1 U lmu.sabJe .aeb ofco:oc:cu: mi:L• PLckIlIg MI,<tltl • W*,,, ouch .. ..ood, =dbcwd, paP" LI>! poIletI.. Othc.c lIUte::eid· Other wo.uc~ 'IIri1I be Q,ucb.r.a;;iud. by the BnriwnmcGtaJ. Spocci.WI OlD Il ca» b}.... ax

basis.

Oescnbe to det8Jl an prohibilcd w. '" checked abow observed in tile I ndf,lI cell after dun'ping

!fprohlbi'ed wut. obset'\'Cd ,n Ihe I.\ndnll, .n'erdate ofllOlifiauion to Environmentalpetioli" I

/\dditiDnallnfomu't1on _

Ins""clion tOmplctod by _

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

d. Any MSWlJl unit dc:.aign d.ocumcotalioo fur p1aoenm:J[ of 1cach3tr.. or gu coOOo:w.t'C in -a MSWLP' Wlit u[cquim:l undu RuIr. 39 t·3--4,

~ Anr danQllllmltioo,. cmmcatil;m. tiruicg, manitori.cg, k".fting. or 1l.n.1I>'tieal dm. Il.J requim! by R.nIc 391.-3+.110Dd-.12;

£ CJosun, ODd P",,,-<!orut, =< pIam wi aay momtotIDg, ""ling, or...Jytiad do", .. reqohr.d by Ru1< 391-34-.1'10Dd-.12;wI

lea"i I

Southern Nuclear Operating Co., Inc.Design and Operational Information

Plant Voe:tle Landfill #2

1lllV. I DAn I

THE OEJITJ\A GROUP,INC.46/;5 .LOWEA ROSW\lU. ROAD, #154

1ILI.B.IETJ:A, GEORGIA 30068

lUiVtSIDNS:

I'Il.O]RcrNQ.;SM,;.:OC<>=,;.:I'OO:..:..V,;.:""=-- ....:..:flUll=""'""=:.·~","",:.:..:.:o..':O':"':_=::~_--!1

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

I I

26, All ""ploy« fL<iIi'" 'oiU be p«Mdcd ",." VEGP, Employe, f«ilitj.. incl..Jc "" """",-driO<illg..-.relepbooe, lin, Lid wi ollicc 'I"'"

~~jl~~~~=tl====~~=====jD ....~_~'''''~.~O~A1~'''~ DRAWlNGNU1lllERV2_05lUlF, I DWG,NUMllJlll I 'I'I'nR 10/19/01CfmcKBD BY~ SCAUlr

REFERENCE DRAWING NoDe' I-

~~ 'Drc li.nd£ll epemtor 1I.lJ..d pe:nocncl kwJ.dI:l..cg UJd dispo-dDg of :ubc5tD!li .a.IJd u.bc:lI'tm cumaining matc:ial mu5l:n,u".. teqUiecmcntI of 29 OR t 926, II 01 """ I'1Lm P.o«d= 00265-C.

L ABbc3tu!i 'ili"6.litc.~ at l:hc l:wdfiIl ~ill be dcsiptm fur: :I5be5tD:'!i WIIo.!itl: culusivdy. 'The ttcndtes d bemarked with wamlng rJgm -and aa:cHI!' will be limited ta aul:bothed. pc:nunnd..

E.V'.l5ibIe: mrl!!.iD:llJl m thr. out!dde Ur ue pmhi.bi~dwing em: c.atlca:inn, pmerssiDg. packing, [DflSparting ordc=po!1i.tion of ll.'!Ibc:!Ito! aJIll2.inicg Jll2rtti2l.

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

=od>.

29, SPBCIAL WASTIl HANDlING,

g. A.sbc:!to! mctai.ni.Dg wa.srr shaI1 N- Inkd ic.leak.proof eonmmen. aod l.a..bili:d with. tht W'Cltth ~Uucicm """'"" Albetto< £%en • Maid 0pe0Ing or Bt<iliog Coo"",,, .I\ea.<tdog Aobet,oo ;, Huudooo OJ Your H.<oI"'.or otkr similar word.i:ag &, tpea£i.o:l in Plant Proccd~00265-C.

do M..t<tial ......miog..betroI .ball be hmdled, ,,,,,mer!, WDtked ...d dilpoocd ofio SOOOLd..", with 29 (]'It

1926,1101 ODd Plam l'ro=I=00265-C.

£ IA 1l<COtdaoc, ..ith re=-d k"l'illg -"-"",<.0" (... Item :l6) • SlIng 'I-.r"" ..,;u be uLed (",-",<til or de<:rJotI>:)'" "Dto =otdt, illcludillg th, lotp<cioo."Il<c.kIiIT. fDr lc!po:6oo by BPO _poD request-~_,. and<btl !h<ctt _t<d hom tbe _tt1mooltmins oftbelwlllll> will be~d., CIl=i>Uy~ SpecWit, """., D<><uIn<lltCoottd f<>r lil'n;,ne """'....

~ If l""bibit<d ....tI: ia -.d in • !Old ptiot to diIpooal io tho J>nd5lI, it.,,;jJ be ",,"oved ODd the ",pomlblep"'t>llIId will be tlOliIied

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

d_ Tf'prot-.dbited M ..ItC ill D"'~od in th.e.1md£i]1 tr~ch II.il:r:r: dispoaal, thc::WQ~ '1:1."I11 be runcwm &om me trrflcl'I-and ~e feJpotIsibk: personnel Mll be notiBed immedat:e!y (prohibtcd W'JJiI!:C dispoocd Qf in tM 1uId&Il may re.qu:ire000<'",,,,,, t<> EI'O).

... Noo·[Qc:rt CotII~c)o II..Od Ocmolitio"w~

.. Noo-Io.c:tt H1d\lJ,uiJ.] Wute:• B,,,,,,cdlo:sl W""" • ""t· .....,. th<t """"'"'" l"tlu>IDgi«1 ....... ~ioJO(!i<tl ....... '" dllCL1<lod m<dlCL!

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

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

bu, ... 00< n«eIurily 1imitcd ttl, kiIch<ll ....... aniouol~ reru." desd m!mLlI, gubo.ll"o ""d """'" tb&lllCODtII.miwdcd by.suc.h ID:lItr.n.,h (nu:.b iA WD~fromaffio:: uta.! c:onmining food COlJlaiccn). AtPIam:V~WIne.fU.Cb. all food.liquida, cofftt grounds, md Wlllte &om the 6ik: c:aktI:r:i.Il. uxI offiCI: :IIt:U mun be di!5poacd. of i.o .stpU"Il.tI:.clumpeteIlJ that Il.lC NO'1 diHpo!IaI of in~ site 1a.ndfill.

'"HIIZaI'I.iouBW":I!ll:'• Radiol.aivc Wut«='" Fmc.Liquid WaIlb=:.. PCB-Canmining W-a",tt:

• Sacitsry ("""ll') w...,.,.. Non-hurt kdDsttial. Wa,stc - 'W:l!IIte= mc.b 'H apirm chl=m.i.c:i.ls and producm, .spmt light 00lbs., !opelt b:iI:tt:I:!iC!o,

oshsUlted d""""",,,..u, =l =bon. mJ d .....up debrl~ cb<mia.1.piIl clcu>up debtio. >Dd opeot cit =l hyd<sclJ<61.....

.. Otha: WaJjte= • !ILlc:h as uphalt ,__gies, ekcfrome cirr;.mt boud.e-, s.el:ap lim., and~ or CRT~

L 1he fallDwiDg u=m.iDg !chrouk wi.lI be I:M minimum -ama.ml!i~ tD a12blish vqct2rlan 00. tt:u= doeo:lttcm:bcI and ather dL!turbcd U'CI.lI:

d. Seed ,ball be tpp1i<d ill the quatl<iDeo to obowtlln thcl.~ dodug til, _ pIo.otiog "'"""'"FertiliUf .h:ill ~ IlPfllio:i otthe 10-tl)-10 p~w;thin.iltUg.C of 600 to 1200 pow"~e~ 1l(:1'C. '1lu.ft:ttilittr$hocld

be 'l""d "'"" ... ~u1""" ",cdo~, ""'1"<"<'''' om" 0l'l""pN'" "l'-"p"""l

9. Tht: ~~~Q'y MIl.IJ.qp ~ mJpom.ibk. for ovasn ..~Ilioo of tb.e b.nd.fiD to O)~ pc::noj[ oompu..o~'Wit}, tb~

ea~2$~ ofit$ opcntioo.

e. N(ll;t-KO:l beui"S hi)' muJch .hllll be ~prc:1lrd Attbc: ~te of2 tOm peff,(:(e. Mu1eb. nhll,]l betlpp6(d with1tl24hcul1l diet &c:eding. Muk.h lib:irJl be appllr:d. ....1Jh bkn,."CI: Imllchint;~ 01" otbc:I: spn:ading cqllip;nc:nt dcsignc:dfor 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" ptuncmcsh/~ or 1~'DtD.ttic tlIcI::ifi.cn or bi.od~

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

~ Ifoeed<d,. 60dr groo.od ogti<UltutLIlin>e<tooe ob:olJ be 'P'"'d cvCllly otl tb.<groo.od ....... II the "",of I <Xl 2'0l1I P" -= ptiot.,.~ the g<oUod io~ of 1COiIng.

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

f. SuffiO=m Wlltt!' dun ~~ ,Jowly O'-"t:l'. thrtt'ftU period af'tco the _pplicarioD eft mulch '0 e&t:l.bli6h a good8tand 01~s. SiioTj'daJfJ alter. the. aPr'tkarioo nf IICol=d a.nd mLlld!.. 100 to 300 pound, olll.mmonium nhnte sball be!pr~mreCKcltICrr..

12 All piS !ecd 'Will bc.l.welcd i.nu~ with U.s. OcpcttnCIJt of Agtk:uJtmc: rWQ- -ux:I RgW~t:iow. r.mdc:r the~F~ s= &to PJautiug to cm.bIiIrh n:ga:ativc; arrc;t will og;;w- witbW two \\o~ of fuW pdiDg oftIx::tI'C:Qeh ground cover. or in ilirtw:bed. area! that will rema.io apo&Cd for More. thAn t:b:rcc rnotl.th.8. The: £ollowlngptoecdurcs win be~

b, 'Ih~ ground !1U.flur I.bDUld be shapM. if ncc:C5'!!iary. BO thu cqWpmm.t can~ uam ufdy -and d1i.cimdy dn.rlng!erd..bo:l pn=p:ustion. fati1iz:.:n:ion, !e=oililg, mulch.iDg a.nd~ Dft:hA= ~tian. NodopnwiII be§~t:.htn 3 ~ 1~ An:"OOl$.JXJ Joox:~ tbtt ~'cmW im;etfc:tewUh Kedi~ O~ mt.il)tt~occ:Il'IAII be f.tOl..Oi'ed&= tho oud'>« p*" '"~

11, A cliTaJion~ the: pa:imc:tt;I: of the- aai'ft; tfaI£b will be: cn:a~ IiQ u«<kd. to mimrniz;1; L"'l.l.tIuff ODtc the: litt:.1be tit, "'All be pded wi dWlt<d ., o:lioitoi:. crooio.o, and '" drlW>. ..."" from <be ....... of the I:otdfiIJ. IJ>add.itiD.D. to dxx 10camecI w:bcc. water controltn~ O'l'cn"D .site Iour&cc: wa= is ma.tL2ged u=da. sib: sw::&.cc""'"__pi"'- Fi&d _" ODd dls1mbed ...... tbaIl be gmlCd c=pt I", ru.do LDd o<tlve.....-.beo,

Methane Gas Monitoring Program:

1. Objeal... 4. Quality As8urance and Cootroll'rocerbttco

SCREEN IN1'BRVAL PROMAPP1\OXIMA'11lLY 5 PlIllT TO2.5I'EF:1'BLS.

1'--

-

1t-1--t-f_L

I'MIN,

i

PVC CAP

DETAIL

TIPICAL METHANE WELL

THE DBXTI\A GROUP, INC.4665lDWER ROSWELL ROAD, #1S4

MARlIrlLA, GEORGIA 30068

N.T.s

BENrONT1llGROur~-

LOCKING srnm.PRO'J1JcnvE c.-.stNG

t"DIA.5CH.'1OPVC,"'lWRATED //PAO'ORY PABRlCAlllD SCREI!NSWIU. .-./

BE INS1:IIl.UiD WITH 0.010" TO O=,"SlDTS

1/4" MIN, PEAGRAVBL /~7'~~--!._-----_...l..END CAP ~I---~-l-4" MIN. BOlU!HOLBDIAMB1llR

6. Methane Gao Safety Guldclioeo

• Collccrcd 8" from • 0lCCIwti0IIIy~ .)".." oboWd """'"l" be elcao<d to miolmi>.c air poIlUlioo-uuI my potmriJ.I op1oeive: or fire l'lI.ttrd.

All~ ....,rn"g on • bndfiIl will be p«mdcd <r.;";,,g.~ rbc dmga poo<d by bndfiIl_.PCDOfJIlc1 opcnting lIafety~cm :ntMlIlli the. w-.dfilI wiD be tbaroughly tmiDcd in ita lI5C a.nd. ha~ a clcII:ru.odcn.tAnditIg of !be: mwbng of ob!uvt:tioo.& m:td.e w:itb d=Jc motIitotiqg eqyjpoxnt. Mooftotiog cquipro~J

mutt be periodia.Dy cs.libmed ro CMUfC eaaciaucd 'ceut:lCf in the mula.

-. Metban.:. gu iD .. cnoa:m:n.tioo of5 to 1.5 pcn:cm. 11 tit aplo.ivc mmw:e. Gu .ccumuluioos ,bowd bemoDitom:i.iQ.~ Ifttl.l~ (0 in!w:c:- thlt~cc:o~mc- ,vo.iQcd tnd,ifdctClCtCd...p~ne _c:rioa il~ to"Oid .. SQU:l'((: ofigto-JboG!I.tld to \iC1:lttbts~

• SlUnpliog will GOt be: pttfonned if COL'IdiuOJ.U condlolCiTc. 'to dcct'CUlDg gu COOCUlttltlioOS .te pttSC:Qt (e.elUbe"",,, Il" pru>"'" Jess <!wl ",,",'phclic pc..""")' Irl .... <»<. _!iog will be dchycd =il5I>Chcondic~ pus.

• S=plit>g ""'" b< roodoe>cd 'O'b"'8" 1""""""'" I< amWo>um. So,b<wfacc p _Ira...wW'fll.1 C)« and geoc:uDy uc • I. muimum dLL-ing the.rtcmoon. 'l"hc:tdott. o-.mpling wiII. be:maiuc:wI :aftu 12=00 mxm...

I1m.!p~wio:D. ot QuArrttly Smtp1iog far Mcbmr: Gu

- Methane pi c:otK:CrltfuioDll aha.ll OO~ nett..! 2S perez=K ofdlc knn:r~ dmh CLEL)~(125 ,_) (or_Inc.&q""""",,-

• No pe11000 will mr:er a ,..Lilt. Off. ttench on .. iAndSIl without first (bed:ing few the pretenee ofmdhI.ntp. 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 toufcty. Anyone imlalling wdh.iD a.lan.dfil.l wi..II W'C2t' • a.:a!ay rope. rD prcn:nt f:aIIioR in the: bore bolc.Open holco "ill b< .".,.cd ...... tbcf "'"left_

• SrnoIiog will be p,obibiwl 011 rbc iondlill wte<e ddIllng. ",canting. .,. inoalWioo of "lWprncor " tal<ingp1acr. (JJ' wbct=: gu i. vmrlng f'mm thr.1.&ndfiD.

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

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

l\eponiog of Qua<t>:dy MonlO>Jillg E"",u

MeiIlaoe mOllitDri08 ""u1lS will be reported 00 EPD I'onn SWM-t 9/Rcporr aDd oigocd by a ProlCul_Eogio=: n:gi>r<t<d ;., rile S.... of~ The rcporc will be ",brnin:d '" EPO fthio /if_ (IS) dal' ofta1ing~ eornplett:d in ..ecord~ wiUt rile ine,trUCl:iont conWned io 1!P.D Goidutee doomtcnt. dated 'MAr23. 1995 and o!k,d, MBTHAN.£ MONITORJNG AT MUNICIPAL SOLID WASTE ~ACIllTJES_ ThofacilrtrJ"'D"il rnmlbc. (017-006DCQ(l) will beinclrodcdin rile hcadiog<ofall~ "!""". If"!"",,a.rc: taOtt.lCd frotn EPD tbat uc: ineomplete 01' i",pI'Opc(1y prc:puc:d.. com:.cted report wUl be: fC:lUbro.~,..;,m., thictr(:l(lJdo)...

Ro.po"" co Va!Jdattd Pioding of1lI<r!w>e Gu MJpOOo

If. -aIldat<d Ilodlog of Il1CtIw>< 8" milJcatiOll """"" a «>CIiogcIley pbJ> will be impI=<atod o:<>cWtiog of<he IOlIowiog_,

1be eon"""'8 guiddine> will be eou~ b). (>Cf'OIlJlcl ""hal ....pIiog at tbc hodfilJjn ..... wirb coofimlcdlevel. of p.>t<OtioIIy d""8"'O"' f;"""

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

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

3. The IllOflimaog &<queoey of dle <Ubj"" monitoriog ...oons will b< io<rco>cd from q-er.1)'~to momhly monfroring until ~ocb. rime thst me: Foblan n~ cr. dcrcmin~ DIX to pote: a~ tln<at .. tbc cnvirornncot. publi< heath aDd ,aIrty.

.c. The~ for mrc::thmc p o:aouollYJ"tcmI wiLl be iiSla.5Cd ~poo .uKbtc:d. &d1ogJ ofm~gasmigurion ond~_cndrioo. Unplemcnt<d. Thio ...",,,,,,,,aDd -.odo:I =cdrwill Ix !.ubm.itt~ to EPD in the fatm ora rmuiliarlan plan within 60 dap of. n.1idartd iindir:ag ofmtthanc pi! migration.

MM-1A 1:1D9<S.8010 6942"'436 245,01 220.01MM-2A 111127.9617 6621.6326 237,49 232.49MM-:lA 11403.1741 6657.4921 239.41 214,41MM-4A 11053.0012 9227.7626 229.28 21)4,25MM-'iA 112195738 9478.0017 241.(12 216.02

3. Goo Monitoring Procedures

MEl'HANI! BOLT 'l'O'l'ALMONITOR N B EL DEPl'H EL

WE1L h mol h m>I

METHANE MONITOR WEU. AS-BlJILT DATA TMU.Il

Monitodng in Omite Sttw::mml

for an Itl"Uetl;ll(8 within :.mo fCC1 of l.bc: IudfiJ1 boUllduy, m.tIJ:w)e tcfCaliog of indoot iIJr will be. c:ocd"lle1.oJ. For\be Vog1k 1or>lQlI # 2, It>loo< olr .<=Iliog will be pc<fon:norl u U>e 5<"";" T~ Fldog~!loildiog. whichi3 :app!"QDmatdy 26CI fett from me voatem lu..dfill #2 boll.CrWy.M~ in onaitC- RrUl;%1lI'tI. wi1I be cooductttIat 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 highc5tconcentration,. 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.sbeen W'Cf or fro.zco for .teveral da,.,.

Givm dx= rdnfvd)' high ..bill!}' of th~ lIballow &Oil unim to n:ad.i.lj-' Il'alWni:r: I.fi)'ao:;umulattd laadfill g:l'.~_..n. 0==1 €rom afl""'i=tdy 5 fm bI> to 25 £oct blo ....oosidc=l adcq..", for ldoD<ifyiDg..".1atttJl,p5 m5plioo. No ma.o-made pi mip.tioo pathway! ue lamwn to aist at tbr: 1andfiII...

'The. monllorlng IY'tan c.onaistll or 5 tlC'W monitor 'WC1llI (dcaiglJIlOON ~(.1.A thro.IBh MMaSA) plus the cDsUng_....u. MM-I throogb 1dM-6. &i>tiog _ MW-I <hroogb MW-5 do no, provide rbc ""l"i<cd 3Q foot~Wl:l from ~'Qte.od Ilf(: eoolide:rod to be 1;00 dole: to the. UI;QA1 W'IlIlte: cdlt to f-il'O'tide r:neutingfulimamwion 0" the degrtt D( Wua1~ c! W:td5U gues;bow~th~r: 'Sd.! will comiour: m be manimredDo ~UC!Itrd by nPD, I!arit D~wd1 kula ..~m~ intena1at IlpproDmatdy ,) tteT: btl tD 25 lett b1B. DmwiDsV2-02I~ tbe 10Clrio.t11 Clfthc oc:w tnaro.tm"wclI~ tharwlll bc.UKd fur the. mooitoring progr,un.

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

'* Bubmooi~c:TCtI1 will ind\l.de~ (Of 5ttetso:l "egetatioo. due to medw:l.e- gas movcmcm.

... Mcnitcring in,. benwh, am around &W= &1rtIr::~ will be:- a part of eidJ saucing e:RD.L "Tb.c=: c:mly~;:;~;~" .. U>e PIu" Vogde Iaodfilli. lbe Sccwiry ToUning I'lring~BWldin8 located adj= m the

This Mc:I;b~(: Gu Monil:06GgP~ bAs bceo d(:y'dop::d for 1%1(. ptiv2t(. solid .....'Ute~ #2 opc:rucd 1:,Soulh"" Nud= 0pct0008 Coml""f 1<1'lo", Vogtle ill W.",,,boro,~. (ll""'c Cowlty), The obiccti>-e of.... moni..,;"gF"8""" .. f<qUit<d by tbc G«>rgioJll1_ Proteaioo Pioisioo (EPO).;' '0 _ thelor.....,,,,,,.,,,,,,, of p"'",oolly cspJrni..8"" ;., the ,ob><:i.l ODd alocg mao-lllOde .UOl1P"b-l" ......dnttr:by oo-du. Itnll%llf'QI. 'I'b=: informtltioo gadxraf From W gQmom~ lIwiooa wilt be. uta! to ~L.tl.tC.thepcm:ntW aplotive ha.zan:I t.~ociat~ ~-itb. the ll.C'.ClltDuWion of tnl:I:haM gas 10COD~ betwtt:o thl: mttha.o.e8" fl=mo.biliry liali.. (5 '" 15 pcttCll' by _),

2. Mollirorlng System Design and Ccoo1ruction

Prim to ImWlicg the: nrw~ wd..I!, oe-m n:u=~~~ bar pui!Ch bala was candnc1r.d to asmtin t.clcaing finllllOCltiOl:1!l for I:hc. Dew ","Clh. Tbe objcaive of dx: saccDiog was tD pn::vcnt~ (Jf thernonitot 'WdJJ .i.nro "onUe oc1Js -and cmu.te that suit2bJc locuio.D.l! +c:nt to the 'WaSte cell! were !CJcaed..All beW_wdh ..."""""..00 ofmmmcn:idly ,..n.hIc, I-inch"",,", <IWn=, lluoh-~Sch<dolc40 PVCC&.'!IUJg and Number 1()"20 .lm~. The!oaecD Iccgtb i.. five frcr: and !let. m monioor an r::lc:vation ofappmDmate1}· 5 feet to 25 f=t Iili,. Matetb.1 Wicd to OObStIUtt die: filter pad;: cxmU!.md of COIllIDClci&IIy nailah1c,cbaniaJJ,. il'\,e:rt, wcJ] I'O:Undcd. d.tmet1lioo&JJ,. ~blc., ~gravel The: rvcl r:-cl: C1tuldl to the top of t!:e 'WdIKf<Cfl, foUowed br ,is icc"," of cou>< O>lld. Ooe foot of cbcmicaIll' il>m beIlrooi1e p<l1coo "="""' ...... rbc-w" '?'''' abo.. rbc 61tc< po'" = 10 Ii'< f"" of ",,,,,,,, ODd beorr:clirc mi=rc '=' f'I-d <bov, thelxntonirt: &eal.. A. IDO\lfitkd 00lI.C~ pad wid:l. :l minimum cdilJA o( two feet \1lU piKed at the Iu..mCC. Each wdhal 110 pl"OltCCtivc 8teC1~aup c:over with a proteaivc:: cap Ilncllcdl. to prevent ~dcg. Dec:all S (Dvr'!- No.V2-06) !how> a rypialal<l!wle 1l>Olli..,;"g well ODd moniO>Jillg poinr-.. A lOb!< rhu .1lffIl:lIa<iu.1Il«1wI<wd! Q-bcilt conat:N.ctiotl inror.m.ation it. f1f'Qvided below.

"'DL\~.n.f'IQfEU1'anll~.gQW.I.LC..u."»Al.L~'DQtoiI~n:IaI:IN.roIn JaIJ"l' CO.iJtlloSm1AL.!I'I' nlELaBCIJ'tB),'T'mHIOPA."m NOTlO E DDa.05IlD'ro ANY0TFmI.1'I'JIIQN,PrDI

g-u~~~1HB~~~~~~~~.u.c'WOiJ(.Al.J.lUOtmO,.~oo:~!tnONblll(UJijtl)t!'oI·"'IIIlIitlJL'IIffiIO,\;U~'tte!l..,,'£DJi'r'n1IL~.u.r:..UCA"IIi:~ill\JJ....at~lN-.'tIlCU1C1LL'.AETMI'r~(II'''r\OIOU~/lHP~JIQI!'lo(:l/llX()'TII!!CA~*"mllf:l;I@:n'Il'\o{lata"'I.tt.11)~11mcu.~~-'tl~

~l:""l1~TO'UIIIf~IIl:A••lJ..r.

I I

Southern Nuclear Operating Co., Inc.Methane Monitoring Program

Plant Voe:tle Landfill #2

REFHRENCH DRAWING

CLOSURE PLAN TABLE 1MUNICIPAL SOLID WATE LANDFILL

CLOSURE CONSTRUCTION QUALITY ASSURANCE REQUIREMENTSPOST-CLOSURE CARE PLAN

The owner of this disposal site, Georgia Power Company, shall close this site in a manner that minimizes theneed fot further maintenance and minimizes the post-closure release of leachate to ground Ot surface \Vatersor other pollutmts to the exteDt necessary to protect human health and the environment. At a minimwn,closure will consist of.

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

* Grnding of the site to minimize runoff onto the disposal site to prevent erosion and to dmin water fromthe surface of the site.

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

1. FINAL COVERUpon closure, all waste received at the site shall be spread, consolidated and covered in accordance with thecover and capping system specified in the Design & Opcrationalal Plan to prevent the attraction ofdiseasevectors, minimize the production of odors and prevent blowing litter. Should the site be closed prior toattaining the final grades, all uncovered disposal areas shill be capped in the manner specified in the Design &Operational Plan, aDd an as-built plan of the site w.ill be submitted to the Georgia Department ofNattmllResources' Environmental Protection Division (EPD). Final cover, gntding, su:tface water managcrnentcontrols and erosion and sedimentatioD controls will be constructed for individU2.l. trenches as they are filled,no later than one month following placement ofwaste within the final lift ofeach trench.

The site and final cover shall he graded to prevent erosion by diverting runoff a.-way from the disposal areaand draining water from the site. All minimum slopes sluill maintain a mte ofgntde greater: than 3 % on thetrench caps and the maximum slopes will not exceed a tate ofgrade of33 %. Thus the maximum slopegradient shall not exceed 1 vertical to 3 horizontal Silt fenciog shall be located llIound distuJ:bed areas duringcap construction activities.

For cclls closed prior to June 27,1993, the placement ofa final cover consisting of a compacted layer ofcleanearth cova not less than two (2) feet in depth over the final lift ofwaste. Por cells closed afterJune 27,1993,the final cap cover will consist of the placement of one foot ofcompacted clean earth overlain by at least 18inches of compacted,low-penneability soil (minimum 10 ·5 em/s) and a minimum 6-inch vegetative topsoillayer not later than one month following placement ofWllste within the fioallift of each trench. The finalcova will be compacted to preclude any excess infiltration of surface watcr, prevent attraction of diseasevectors, minimize production of odor, and prevent blowing litter.

ITEM TESTING FREQUENCY

BORROW SOURCE GRA!NSIZE 2,OOOCY(ASTM D-422) <OR=3/4INCH

MOISTURE CONTENT 2,000 CY(ASTM D-2216)

ATTERBERG LIMITS 5,OOOCY(ASTM D-4318)

MOISTURE-DENSITY CURVE 5,000 CY AND AIL(ASTM D-698 OR D-155?) CHANGES IN MATERIAL

PERMEABILITY (remold) 10,OOOCY(EM 1110-2-1906, < OR = 1.0 x 10-5 CM/SECAFFENDIX 7, SECTION IOR ASTM D-5084)

CLAY LAYER DRY DENSITY I TEST/lO,Ooo SF/UFTDURING CONST (ASTM D-2922 OR D-1556) I TEST/UFT/2oo LF OF

SIDESWPE

MOISTURE CONTENT 4 TES1S/40,ooO SF/UFT(ASTM D-2216)

CLAY LAYER *PERMEABlLl1Y I TEST/4O,Ooo SF/UFTLAB TESTING (ASTM D-5084) < OR = 1.0 x 10-5 CM/SEC

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

*DRY DENSTIYI TEST/4O,Ooo SF/UFT

(ASTM D-2922)I TEST/UFT/800 LF OF S.S.

*MOISTURE CONTENTI TEST/40,000 SF/UFT

(ASTM D-2216) I TEST/UFT/800 LF OF S.s.

Post-Closure Care will be conducted after completion and certification of closure to p3:otcct human healthand the environment, In addition, the owner will submit an as-built plan to the EPD. Post-Oosurc Care willcontinue for a mioimum of thirty years unless appropriate demonstration is made by the owner, and approvedby the EPD, to reduce the Post-Closure Care period, Such demonstration may be based on the nature of thelandfillcd WlI.ste and on environmental monitoring results. Post-Closure C:arc shall consist ofat least thefollowing;

1_ POST·CLOSURE USE OF THE PROPERTY

At this time, no specific post-closure use of the property is identified. Post-Closure use of the property shallnot be allowed to disturb the integrity of the final cover or any other components of the conminment systemor the function of the monitoring systems, unless the EPD determines that:

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

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

2. GROUNDWATER MONITORING SCHEDULE

Groundwater Monitoring will take place on a semi-annual basis. For a complete description of theGroundwater Monitoring Program, see Dwgs. No. V2-09 and V2.1O.

3. ROUTINE INSPECTION

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

Throughout the Post-Qosure Care period, all ditches, pipes, culverts, rip-rap, silt fence and other drainngestructures shall be inspected and maintained according to this Design and Opemtional Plan. Erosion controlst:ruetu!'es shall he maintained so as to prevent damage to the final cover. Such struetuIes shall include, butwill not be limited to silt fence, haybales, and rip-rap.

Throughout the Post-Oosutc CllIe period, all areas lacking propcr vegetation shall be grassed and maintainedaccording to the vegemtive cover procedures outlined on Drawing V2-05, Item 12.

PRO)RCTNO"SN::O;:C-<J;:I::_OO:::.;.V..:.Q2=-- ..:FILEN=::""""=.::V;:2-:...07..:0::"==":::...PC:.:P1=>l=:':""':".....11

THE DEXTRA GROUP, INC.4665 WWER ROSWEU. ROAD, #154

MARIETIA, GEORGIA 3OO6B

TIllS DMwrnC lS nm i'l'.Ol'Ull:rv OI'TIm: DI.'XTA-Cl\OUl'. UCAND AlL INFORMATION CO""'AJh'nDTIffiRON IS'IOIIU Kll.I'TCONtIDIlh'TlALB'lTIIllll1!ClJ'lllN'I'TIlllll.OI' AND NOT'IO Btl DlSC1.OSIID TO ANY O1llllltl'ellSON, I1RMOll.COJIPOMTION WlTIiOUTTIlEBXI'lW!i5mlWlUTJ1!N CONSIDl:RAnONOl''nillDnx:ntA-GROUP.u.c. nru;DRAWING SUA1.1,.NOl'BU UtID DllillCTl.¥ Oll.L"D1RllC'l1.¥ exowr IN CONNIlCT.!ON wrntTIlUDllX'IRM:lllOl.,'l',u.c WOl\K. AlL lUmmi OPOUSIGN Oil rn'>l1HI'lON D1SQ.OSl:lD ill TIm DMWJNG AlUi !iXPlUl.'I.~I.Yll.ESmWED BY1'fll! OI!X1'KA·Cll.OUl'. u.c. llEClPIm."TSHAll.NGr Rm'll.ODIJa! IN WHOLe. Oil 'l'.o,nT /l...",,"Y sceno» Ol'nmDIlAWlNGANDAClWlSUPONNOTll'1CATIONDY1HBDIlX1RA.CnOlJ'l'.UCTOlllTItrll.... nmOll.AWrNCANDAll.COPlESTIlEll.OI'TOTIWDIDITltA-GROUP.llC.

-V2-07

REVISIONS,

DESCRIPTION

I-

3 I 12/31/04 IUpcbtai ProcedU1Ql

REV. T DAmT

Southern Nuclear Operating Co., Inc.Closure and Post-Closure Care Plan

Plant Voctl.e Landfill #2

SUPERSEDES:

DRAWN BY, DATE: DRAWING NUMBERF 10/19/01 I-

CHECKED BY: SCAill

None

I IREF. I DWG. NUMBER I TITLE

REFERENCE DRA\VING

6. METHANE GAS MONITORING

4_ NOT USED· SEDIMENT POND MAINTENANCE

Access to the landfill will be limited to personnel required to pcrform the Post-Oosure Care.

7. POST·CLOSURE CERTlPICATION

I I

The Methane Gas Monitoring Program will be maintained. See Dwg. No. V2-06 for program description.

PLANT VOGTLE LANDFILL In POST CI..OSURE COSTS

8. POST·CLOSURE CARE COSTS

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

5. LIMITED ACCESS

The Post-Oosure Care costs for the fucility are estimated below. These costs will be updated yearly forinflation as reflected in the facility's Financial Responsibility documentation. The Post-Oosure cover repaircosts are based on 10% of the tom! area of the sitc per: year. The total area of the site is 19.8 acres, thus 10 %is 1.98 acres. 'Ibcgt'lISsing estimate assumes the grass seed, mulch, and fertilizer will be appliedsimulnaneously by hydroseeding.

ITEM ANNUAL UNIT COST ANNUAL DURATION LIFETIMEQUANTITY TOTAL COST TOTAL COST

Final Covcr 400 cuyd $3.50/ cuyd $1,400 30 years $ 42,000Mmntenanee

Vegetation 1.98 acre $1,500/ .cr. $2,970 30 years $89,100Additional E & S 2 events $2,OOO/event $4,000 30 years $120,000Control

Inspection 4 events $300 $1,200 30 years $36,000

Methane 4 events $1,500/event $6,000 30ycars $180,000Monitoring

Gmundwater 2 events SlO,OOO/event $20,000 30ycars $600,000Monitoring

Groundwatcr 1 event $2,OOO/event $2,000 30 years $ 60,000AssessmentMonitoring

TOTAL $37,570 $1,127,000

ITEM QUANTITY I UNIT COST TOTAL COST

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

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

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

g. If in-situ density tests do not meet the minimum requirements, additional tests should be performed todetermine the extent of the failed atc:1. The failed area will then be re~compaeted. The area should then beTetested to demom;t:rate that the specific requirements llIe met. This procedure may have to be repeated, asnecessary, to demonstrate that the minimum requirements are met.

9. NOTIFICATION OF CLOSUREWithin 30 days of final lift placement in the final waste trench and prior to closure, the EPD will be notifiedof the date of the projected closmc. Signs shall be posted as to the date of closme. The EPD will beprovided with a certification signed by a. ProfClisional Engineer, Tegistered in the state of Georgia, to verifythat compliance with the closure requirements have been satisfied, as stated in the Rules for Solid WasteManagement, Chapter 39t-3-4-.11(6). The closme certification will be completed on forms provided by theEPD. Ifcertification is accepted by the EPD, the director will issue the Oosure Certificate and establish thebeginning of the post-closure care period, as stated in the Rules for Solid Waste Management, Chapter391-3-4-.11(7). Upon closure, the property deed and legal description shall be filed at the Burke CountyCourthouse in accordance with the Rules for Solid Waste Management, Chaptcr 394-3-4-11 (4) and (S). Anaccunte legal description of the fina1landfill waste management unit boundary will be included in the noticeof closure and property deed.

6" Topsoil 1,370 cuyd $ 4,795

18" Compacted Oay 4,1l0cuyd $6.00/ cuyd $24,660l2It Soil 2,740cuyd $3.50/ cuyd $9,590CQA 74,050,f $0.04/ ,.ft $2,962

Silt Pence 600ft $3.00/ ft $1,800

Vegetation 1.7ao:e $1,500/ acre $ 2,550

Refuse Limits $6,000 $6,000Survey

AddicioruU E & S 0/. $2,000 $2,000Control

Enginect's $5,000 $5,000Certification

TOTAL $ 59,357

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

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

5. NOT USED. SEDIMENT POND CLEANOUT

6. EROSION & SEDIMENTATION CONTROLSUpon closure, all ditches, diversion henns, culverts, rip·rap, silt fence, and other drainage serving disturbedareas, but not aheady built, shall. be constructed and placed. All drainage pipes shall be cleaned to allowunobstructed flow of storm water.

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

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

8. CONSTRUCTION QUALITY ASSURANCEThe following items present the minimum cover installation and testing procedures that will be implementedduring construction ofthe final covcr and closme features at the landfill

a. The compacted soil, low-permeability soil and topsoil cover layas llIe to be free of rock, debris, organicmaterial and other foreign matter. The maximum rock size is not to exceed 3 inches in diameter fm thetopsoil (erosion) laycr and 3/8 inches in diametcr for the low-permeability (infiltration) laycr. Installation ofthe low-pcrmeability layer should be accomplished by systematically placing and compacting the material inno more than 6-inch lifts. The moisture content of the lowwpettnca.bility material should be controlled at thedttcetion of the enginecr, to ensure that the material meets the required density.

4. EQUIPMENT NEEDEDNecessary equipment will be made available to ensure that closure requirements are executed COtIect1y andefficiently.

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

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

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

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

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

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

GROUNDWATER MONITORING PROGRAM

The: ground water monitoring system is based on the following characteristics of Plant VogtlcLand6Jl#2,

'" TIle waste stream has a low pollution potential

* The underlying sediments contain water~bearingzones that occupy confined, semi·con.6.aed, andperched hydtogeologic units zones of low hydraulic conductivity. The sediments consist of sands,silty sands, clayey sa.ncls and mad limestone intenll.ces,

* The landfill is located within the northeastern portion of the secure Plant site, which comprisesover 3000 acres.

1. Monitor Well Nctwotk

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

2. Monitor Well Constmet:ion

The October, 2001 Site Suitability Report details the well construction materials and development,including:

~Drille:rs

~ Date/time ofconstructionDrilling method

~ WelllOCltion (nearest 0.5 ft)~ Borehole diameter and well cUng diameter- WclI depth (n=cst 0.5 ft)~ Drilling and lithologic logs~ Casingmatcrials

Screen materials and design~ Casing and screen joint type~ Screen slot size/length- Filter pack material/size~ Filter pack volume- Filter pack placement method- Sealantmatcrials~ Sealant volume- Sealant placement method- Surfuce seal design/construction~ Well development procedure- Protective well cap- Top of casing and ground surface elevation (ncucst 0.01 ft)- Detailed well drawing, including dimensions (see also Dwg. No. V2-1 0, DecUI 6)

Well Abandonment

The procedures in the "Manual for Groundwater Monitoring, September 1991" will be followed forabandonment of groundwater monitoring wells.

3. Detection Monitoring Sampling and .Analyaes

Sampling Frequency and Analyses

Sampling frequency will be semi-annual (June and December each year). A minimum of fourindependent samples from each well will be collected and analyzed for the Chapter 391~3-4-.14

Appendix I constituents (fable 1, Dwg. No. V2-10) duriog the first semi·annual sampling event atapproximate 6 to 8~wcek intervals. One sample from. each well will be collected and analyzed duringsubsequent semi-annual sampling events. In accordance with Chapter 391-3-4, the parameter list andfuture sampling frequency may be adjusted based on the sampling and analytical results. Anyproposed changes in sampling frequency or analyses will be submitted to EPD for approval.

Ground water clevations shall be measured in each well immediately prior to purging each timeground Wll.tcr is sampled. Ground water cIevation measurements shall be taken within a period oftime short enough to avoid temporal variations in ground water flow, which could preclude accuratedetenninarion ofground water flow mte and direction. The rate and direction ofgroundwater flowwill be evaluated for eaeh sampling event, and a potentiometric surface map that reflects thesemeasurements sball be submitted with the sampling and analyses results. This map shall be preparedand sealed by a qualified ground water scientist.

Sample Collectionse res

Well Evacuation and Purging

All aspects of sampling and analysis will conform to the EPD Rules for Solid Waste M1l.nagement,Chapter 391-34. The following sections are based on the EPD document "Manual For GroundwaterMonitoring," (September 1991). which outlines the appropriate procedures for evacuation andsampling ofwclls. Prescrvation procedures and handling times for ground Wll.ter samples are listed inTable 2 (Dwg. No. V2-10). All field :activities including well evacuation and sampling procedures willbe recorded in a dedicted field logbook.

Well PreparatioD

Static water level will be measured and recorded at each monitor well prior to purging for eachsampling event. The measurements will be made with either a clean steel tape, or an electronic waterlevel detector. Water levels will be reported to the nearest 0.10 fect: based on a fixed point on the topof the well casing which has been surveyed to establish vertical and horizontal control (top ofcasing).Ifchanges in the water levels indicate a change in the groundwater flow direction, the monitoringplan will be reviewed to detcnnine wbether modifications to the plan arc required.

Groundwater samples will be collected after the wclls are properly purged according to the EPAdocument entitled "Low-Flow Purging & Sampling of Groundwater Monitor Wells (BulletinAQD023)". Thewclls will be purged and sampled using low flow pumps (QED Sample Pro orequivalent) equipped with Teflon® bladders. Purge rates will be matched to the recovery rates of thewcl.ls, verified by periodic depth to water measurements to determine draw-down during putging.Purging will be conducted until at least three consecutive stable readings ofpH, conductivity, andturbidity are recorded. Groundwater samples will then be collected directly into pre-preserved samplecontainers supplied by the laboratory. Final measurements ofpH, conductivity, and turbidity arcperformed to verifY that these parameters remained stable during sampling. All field instruments arecalibrated in the ficld daily prior to use and at the conclusion of~h sampling event. EV2.ruation andpurging equipment that is reused will be decontlminated with 11 non-phosphate detergent wash(Alconox® or equivalent), followed by a tap water rinse, and a final distilled water rinse. Thefollowing step-by-step instructions will be followed.

Equipment Assembly

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

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

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

Water Level Measurement

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

2. Use the steel tllpe to measure the distance from the measurement point to the bottom of the we1lin feet, or use total depth data provided by the operator.

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

4. Clean the steel measuring tape and clecttonic water level indicator by rinsing with isopropanol.,hexane or other site suitable rinse followed by distilled water. Wrap in clean foil for use on the nextwell. Do not use isopropanol or hexane ifit is a suspected contuninant.

Well Evacuation rod Sampling Procedures

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

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

3. Measure the wata level again with the pump in the well before starting the pump. Start pumpingwater from the well at a mte of 100 to 400 milliliters per minute (mL/min). Avoid surging. Obscrveair bubbles displaced from discharge tube to assess progress ofsteady pumping until water arrives atthe surfuce. The pumping rate should cause little or no water level drawdo'WO in the well (less than0.2 ft) and the water level should stabilize. Water level me:wurcments should be made continuously.Precautions should be taken to avoid pump suetion loss or air ent:rain.m.ent Pumping rates should, ifneeded, be reduced to the minimum capabilities of the pump to avoid pumping the well dry andensure stabilization of indicator parameters. Ifthe recharge rate of the well is very low, purgingshould be intertupted so as not to cause the drawdown within the wcll to advance below the pumpintake but the operator should attempt to maintain a steady £low rate with the pump to the extentpracticable.

4. While purging th9"wen. monitoring ofin~linewater quality indicator parameters sbould t>:performed for pH, conductivity and turbidity whieh must be collected every three to five nunutesuntil all parameters have stabilized.

5. Once stabilization has been documented, volatile organic compound (Voq p:rn.meter samplesshould be immediately collected first and directly into pre-preserved and pre-labeled samplecontainers. In genttal, 24 hours shall be allowt:d for well water Stllbili2ation prior to sampling.However, this period Illlly be dccre:lSed ifrecharge is rapid and W:il..ter is clear of sediment. All samplecontainers should be filled to the top without headspace by allowing the pump discharge to flowgently down the inside of the container with minimal turbulence. Do not leave samples in the sunThey should be placed in the ice chest as soon as possible. Proper handling and preservationprocedures are provided in Table 3.

Ifa sample is to be collected for dissolved metals, collect this sample next:" also without hcadspacc.

For samples with preservatives take great care that the acids and salts in the bottles do not cont:llctthe gloves and thus pass to other caps and bottles. Do not allow the bailer to touch any samplebottles. or allow roy rope end or gloved fingers to contact the sample well water while poudng.

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

bags, and iced down.

7. The labels shall contllin:Name of facilityDate and time of sample collectionSample description (monitor well ill)Samplers' name(s)Parameters ofanalysis

Each samplc bottlc shall be marked with an identification number using media resistant to water.

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

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

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

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

Extra sets of sample bottles will be provided in case of breakage or accidental contamination,

Split Samples

In cases whc:re split samples are needed for comparative analysis, the following procedures will beused The parallel splitting procedure will be used to minimize sample handlinlf.

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

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

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

Sample Handling and Preservation

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

2. All sample bottles will be filled to the top, capped with a Teflon@seU. and be placed on iceimmediately after sampling. On arrival at the laboratory they v.-i.I.I. be transfcr:rcd to 11 refrigerator.Samples for volatile othrarnc analysis will be filled to the top without hcadspace. Special vials withseptum caps will be used.

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

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

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

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

4. Field and Laboratory Quality AnsUl'llncc/Quality Control

Quality assurance/quality control data will be collected to help evaiUllte the monitoring programresults. An equipment blank will be t::lken at least once each day that ground VJater monitor wells aresampled. Distilled \vater will be transported to the site and handled like a sample. The water will bepoured into the sampling equipment, and sample bottles will be filled using identical techniques usedto collect and prepare the ground water samples. Analysis of the blank can be an indication ofsampling error. The blank test results will not be used to correct the sample results, but will bereported. Ifcontarnimnts are detected in the blank. the source of conuunination shall be identifiedand corrective measures. including re-sampling, shall be initiated.

A trip blank will also be prepared by the laboratory, transported to the site with the other samplecontainers, and returned to the laboratory for analyses for volatile organic compounds. The trip blankwill be handled in the same manner as the samples.

All field instruments will be calibrated in the field daily prior to use and at the conclusion ofe:u:hsampling event

The selected analytical laboratory will use procedures to adequately evalUllte the useability of the data.These will include QC analyscs and use of statistical procedures to monitor and documentperformance, :and to implemcot effective corrective measures (e.g. instrument maintenance.calibration, operator training). Data from QC samples (e.g. blanks. spiked samples) will be used asmeasures ofpaformance or as indicators ofpotential sources ofcross-cont:ami.nation. but will not beused to alter or correct analytical data. The laboratory report will identify and discuss the significanceofany QA/QC analyses that exceed perfoonance criteria. These data will be submitted to thc EPDwith the ground water monitoring sample results.

Custody and control procedures will be implemented for sample collcction and analyses activities. Asfew people as possible will handle the samples. The sampler(s) will be responsible for collectedsamples. and will be able to attest to the integrity ofsamples until transfer. The sample containers willbe kept in a secure location during storage rod transportation to the laboratory. A chain-of~custody

form will be used to document the handling of samples from the moment of collection until reedptat the laboratory. The form wiI1include the facility name, date ofsampling, the name of thesampler(s), the sample In number and a word description ofeach sample. Several bottles collectedfor different parameters Illlly have the same ill number if they contain samples from one samplingpoint (well). Each transfer of custody will be recorded on the form with an appropriate signature,date, and time. The samples will be sealed if they are shipped. The shipping entitywill sign thecustody fann and a bill of lading will be secured.

5. Groundwater .Analyses Evaluation

To detenni.ne ifground water quality has been adversely affected by the land£i.ll, the monitor wellsamplc results will be compared to the background sample results. Sevenl inhaent variabilities maybe considered.

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

Within a reasonable period of time after completing sampling and analyses. Southan NuclearOperating Company, Inc. (SNq will determine whether there has been a significant increase inconstituent concentrations in down gradient, or compliance, well samples over samples representltiveofbackground wata quality using one of the following statistical methods. The stltistica1 test will beconducted separately for each constituent in each welL SNC will specifY in the operating recordwhich method was used.

* A parametric analysis ofvariance (ANOVA) followed by multiple comparisons procedures toidentify statistically significant evidence ofcontamination. The method must include estimation andtesting of the contrasts between each compliance well's mean and the background mean levels foreach constituent...

* An analysis ofvariance (ANOVA) based on ranks followed by multiple comparisons proceduresto identify statistically significant evidence of contamination. The method must include estimationand testing of the contnlsts between each compliance well's median and the background medianlevels for each constituent.

* A tolerance or prediction interval procedure in which an interval for each constituent isestablished from the distribution of the background data, and the level of each constituent in eachcompliance well is compared to the upper tolerance or prediction limit.

* A control chart approacb that gives control limits for each constituent.

* Another statistical test method that mects thc performance standards of Clupter 391-3-4.~14paragraph (19). SNC will place a justification for this alternative in. the operatingrccord and requestapproval from the EPD prior to using it. The justification will demonstrate that the alternativemethod meets the perfomiance standards ofChapta 391-3-4-.14 paragraph (19).

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

SNC will notify the EPD ofany measurement. sampling or analytical deviation documentation thathas been placed in the operating record

6. Reporting

All results shall be submitted to the Georgia Environmental Protection Division at

EPD Commercial & Industrial Solid Waste244 International Parkway, Suite 104Atlanta. Georgia 30354Phone, (404) 362-2696

:} 112/31/04 IUpdated Proo::dures

REV. I DAm I DESCRIPTION

SUPl!RSEDES: REVISION$:

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THE DEXTRA GROUP, INC.4665 WWER ROSWELL ROAD, #154

MARlETfA, GEORGIA 3006B

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Southern Nuclear Operating Co., Inc.Groundwater Monitoring Program (1 of 2)

I I Plant Vogtle Landfill #2'I DRAWNDY; IDAm: ~RAWlNGNU11BER

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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 IlandIIngDeteeti"" 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 BPAMinliODPor=eta EPA Method Digestion Vol Rtq. Collection Volume Preservative/Holding

Antim""y 7040/7041 Il,hjlbem""" 8260 (mL) (mL) 1-llDC

An.ci< 7060/7061A 2-Haam;mc; Methyl butyi Itt'tJ;lnl:: 8260 Toool Ilet=tnhIc 6010",7000 100 600 nNO. ro pH <2,MtnIs S<Iies 6 mo.oth.

Barium 7080/7(181 M<thyl Broroide; Bromamd!w>e 8260Filtfion d:tc; 6lDC1dl.lh.s:[);,s<>IvcdM..... 6010",7000 100 600Betylli= 7090/7(191 M<thyl Chloride;Cblc~ 8260 S<Iies wm. tD pH <2

Codmrurn 7130/7131 M<thyknc bromide; Dibromomellun< 8260 S",pcodcd 6010",7000 100 600 Filter on lite; 6 montbJChromium 7190/7191 Mothylene Chloride;Di~ 8260 Soda

Cobo.lt 7200/7201 8260 Tow 6010",7000 100 600 HNOJ. to pH <2;Methyl elh)'l ketone; MHK; :1r8ccmone S<Iies 6mocth>

Copper mO/7211 Methyl iodide; lodotnetInllo 8260 N", AppliClLbk Cccl4°C; 7-14VoWiIeO.tgaeics 8260 GJa.s, TdIoo-1incd "P'" 69 mL for""" daY' (exlm" in 5 <kyo)I..eod 7420/7421 4-MeIhyl-2.-pcoWlOtle; Metilyl oohGtyl kerooe 8260 acaIjIiJor eap' m:onun.

Nickel 7520 Styreoe 8260

SclcniuJn 7740/7741 1,I,1,z..'J'em.ehlcroctbaoe 8260Silver 7760Am61 1,1,2,z..""",ehIoro<thace 8260

'l'b.al.liun:> 7840/7841 T<U'OChI.oroetb)'lene T""",ebloro<thel>e;Vllnadinm mOml1 P~rchlorod:hJi~ 8260

Zitlc 7')50/7951 Tot~ 8260 LOCKING CAPn'!'ICAJ. MONITORING POINT

1\1~~-~~ORGANIC CONSTITUENTS BPAMKTHOD l,I,1-lri<hloroetll2tle; M<Ibylehloroform 8260 ON STflELSTAND UPPlpll

Ae"""'" 8260 1,1,z..aieb1oroelbaoe 8260 LOCKINGS1'1illLPROT8CTIVE CASJNG

Aaflo- 8260 T_ylece;'I~ 8260

Il<nzetl< 8260 TrichlorcfluommctlwJc=j Q<C-l t 8260 S11lJll., ST"''10 UP PlP

Brorooehlcroti.mdbane 8260 1,2,3-Tri<h1oroproone 8260

PFAGRAVEL~~iI/40WBBPH01..B

B!'umodldlll)f"CU]chtme 8260 VlIlJ'la= 8260 VBromoform, TdbranomtilAAe 8260 Vrnyl Ch1Qride 8260 ~.mxm.,~~*' 1!;i:0(>Carbon disolSde 8260 Xylento 8260 nllCKCONCRlITllPAD ::1:

~I~~2'~"

~;;Carbon Te<m<hlori<le 8260

(1)'rm. &t cooWn' 47 volarile <»g=k. fut wbkhl""'sihIc amIyticalpro=lu= ;i:gCll1orn~ 8260 P~ in EPA Rqx>rt 5W-846 "T... Moth",", £0< Evohwing So&! Wa..,,", _ -

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

Chlorocth~c;Bthpl OlIoridc 8260 metal. for which 5W-846 peovid.. either Method 6010 oeametilod fran the 7000Nl!AT CHMIlNTGROI.rr~7-Chlorof"",,;T~o_ 8260 seriea of metllod..

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. '. --

BENTONnllOlIPSD~ , ' I1,2-Dibromoethane; Ilthy1e4e dibrotIlide;!!DB 8260 60

o-D\eblorob<:""ene; 1,2-Dkh1""""""ene 8260 SAND~ ~, ~~1 l'bJN.p-Oichloroheaz=; 1,4-Oiehlorohenz<ne 8260 ~: .:.K:

tt'IIlu-l,4-Dil:bloro-2-lnuclC: 8260 -~1,1..lleblo1oethlwe; .a"',llilece chloride 8260 IGROUND WA1ER WELL AS-BUILT DATA TABLE1,2-dich1oroed>ane: Ethylene diehIcride 8260 SCRIlIlN INIl!RVAL

> 2" DIA. SCH. 40 PVc, NSF RATIID TYPIcA1.LY 10 FEET, ,1-<llchloro<thlcru::; 1,1-Dieh\ooced>cne;

8260 ~I ~~ "-~O' 1=<!;0' FACfORYFABRICA1EDSCREIlNS

V<nyUdene chloddc ~ o '" ~.~~ INS1.'.AILED WITH 0.010" SLOTS,,-~:l<

ci>-1,z..DI<hlnroothjlene: ci&-1,z..Diehloro<thcno 8260 ~~ 0 ~ g~£ ~~~ i=!:z < ::::_,-I,z..I);chJ~e;

U -0-8260 ~f>:

"",,-1,2-Oi-' GWA-2/MW-2 %22.59 11755.95 249,41 2(19.82 1/40 MIN. PBAGRAVEL

I1,2-<lichJo,prop>De; pt<>pyIeru:: dlehloride 8260 GWC-S/MW-3 8885.04 12047.39 2,0-41 '1Ji2.97GWB--4/MW--I 9%6.20 11205.40 242.40 202.'14 END CAP 9" MIN. BOREHOI..B DIAME1ER

ea-l,3-.deb1orpropeoe 8260 GWC-II/MW-1I 9089.50 10952.49 227.53 166.84

tmnI5-1.3-Ditbl~ 8260 , 1,>/>1/04 111pduoi""""" IGl....1 I&IlI'·1 DAII! I DG'iCM'tt"" I ., I-=jt.m

TYPICAL GROUNDWATER MONITOR WElL SU>'IlIWlIlBSo 1lIM!l">;;

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DETAIL @V2-10 THE DIIX1'RA GROUP, INC.N.T.S 4665 lDWF.R ROSWIlLL ROAD, #154

MARlEIT.!., GEORGIA 30068

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Southern Nuclear Operating Co., Inc.Groundwater Monitoring Program (2 of 2)

I 1 Plant Vogtle Landfill #2I I DIAWNIJ'I": DAm. DRAW'ING NUMBmt.

R.llp. I D"''G. NUMllIlR I lTnJ'. P 10/19/01

V2-09OiBCKEOBYt SCA.I."REPHRBNCH DRAWING N....

plant vogtle landfill #2: design and operational plan. · v2-04 sections and details v2-05 design...

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