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Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix E.3 Packer Test Data Part 07 Pages E.3-301 Thru E.3-350
	ML18003B008
Person / Time
Site:	Clinch River
Issue date:	12/15/2017
From:	James Shea; Tennessee Valley Authority
To:	; Office of New Reactors
	Fetter A
References
	TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
	Download: ML18003B008 (50)
	v • d • e

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rate typically measured over a SO second \\hterval.

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DOUBLe PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, PROJECT NAME: Clfncb Siver SMR Project Boring No fJI.\\Z>-41~ Borehole Dlamelet, ln.:~ Total Boring Depth, Ft. '3 2. (/J Pa~e ~of 2 c.::;_~, ':/. ! l-1 '3 DATE: ~-t\\- \\_3 Gnd Elev, Fl: J-<;:)';2, ~* Casing Height above ground, Ft:~~ TEST ID: Mf'* 4-\\~ ~ ~ Test length: Elev, Top of Casing, Ft. (Gnd Elev + Casing Helght):,.1.99,]- =Datum ~ 5 *. Test Section Depth (from Datum): From I 2.¢, *3 To JZ.::ha___ (A) Depth to Water Table From Datum, Ft: 'Z..S. ~3 (B) Surface Gage Height Above Datum, Ft. _g..Ct:>$ Test Water Tem.p: i";:!"'t::. BaroPressure, psf: I 4 * '1> (., Depth to Center ofT est Interval From Datum, Ft: l 04; (/)5 (C) Distance Water Table to Center ofT est Interval Ft. ~Z Static water pressure at center= (C*62.4/144) + Baro = 510 MAXIMUM TEST PRE~SURE, Po-= ([At8*1] + c*0.57) [Po= :55 1 'Te6t Pressure sequence;: 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID: A B C D 5 Po Values: 113 Po=* P~ ; 213 P9.=--~ -: 1/2 Po= 4 3 bdd_l>o.pptoptlateJ~-?-Value-to&tatlcpresstJre~at-oentar-of-test-lnterval---- ** --**- -*- -- _:__.c_:___:_c:_c_c==. ~~:.. '3.- \\\\- \\3 TE!ST NO. MI?A\\':l 1:.1-Sequence No. ~- A.._, Planned CenterPressure: 6* ~ Transducer Readings Before Packers Inflated: Top Z, l, *'3 ~. : Middle 5 '5. ~ l : Bottom: 5 5l, I ! Transducer Readings After Packers Inflated~ Top p\\. ~S ; Mtddle r::>L\\ * ~B Bottom: 1:5' 8 * <D Z. ~"?~ 4\\9 -e-.o 5&(!)ut5' )..l("g" A FLOW METER READING, Gallons Middle

Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference

'B~6ft,N ' ~~~ '?_,'1>* *:;,(/> \\\\\\SCO ?""~---* '5J.v:;,c. .<ZS }tv<!tao!l'4S (f' 1-""t.ot.<.J \\ Q)' ~A' 1/H~ * \\\\ \\'5'::'> \\\\\\.~~ C6. ~ *_Lell' oA * '3(/) * \\\\\\S~ \\\\\\~CO \\<b~ 1S \\f/JrfJ '\\ \\l,.(J) \\\\U.tJ~ ld>' '3'S' '3*f.l \\ \\.\\_(.,. t \\.\\ ' G> \\ rp LCb', ~~\\t!Jcfo \\\\\\~\\ \\\\\\l,.,s""Z._ \\\\!)', ?>to' *~(J \\\\ \\.<... 'Z. \\\\\\ (p'L (/> \\c.tl~ '1-::...\\(/JdJ ' \\ \\\\L.o"'1...- \\\\\\~~ \\Sf)\\ ~t t ]L6 \\\\ \\t,,,'::\\ \\\\\\L'~:, cb l qJ *, 'jtJ' dX!> \\\\.\\L. 3 \\\\\\ (R!J. \\<1>~ 3'0\\~~ \\ \\\\~t\\ \\\\\\(.., 1.\\ cfi \\ (/)\\ ~~ ~ lP4 \\\\\\iRA \\\\\\(o'S \\ q> ' ':)<.::> '."M \\\\\\ L>S \\ '\\.(.,"5 (/) W \\ 4cf)4ff)tl \\\\.\\U.S \\\\\\4C;. \\ ([J ~ A$* )(/) \\\\\\(o<.u \\\\\\ c.c.. 0 t (/) ~ t\\\\ \\_(/,)$ .\\. \\\\ (.o(.., \\\\\\ ~ ':\\- \\(/) ~ 4\\ ~'?)lP \\\\\\t_p':\\ \\\\\\C..."::\\ ¢ ~ (p... f-...{ <J 'R.~;; /-l.r.;l(t-:'6-t. ~~. c...

From Preliminary Boring Layout survey

':1-l~-n I 1¢, 4'2.~¢' r¢!4'31~£11 Form Approved for' Use on Clinch Rlver.SMR Project - J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-303 of 515 58.85 \\¢ 8A,~2... 2.(/J g4,1"3 ~(] e4.zs 2.//J BA.we. 2-(JJ 1?..141:"} 2c./) 9J\\ :\\-{ Z.al Bl\\- ~~ Zr/J T'A.::}(-". 2(/) .84:=IcP z'c(; 64~ Z0 BLt.Jr3 ZCI --fh.Jo* _2 8A <";) /..,. Z~~5 C-C,J f'A i3 ZI/J ~{\\.~ \\ 2 fA Form Rev 0- Reviewed by 5;fl.- f'?.-{/c /IJ

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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Pa~e ~of 2 c:r ~. 1
1 \\ _ 13 DATE:$-\\ t- \\:)
PROJECT NAME: Clinch River 8MB Prolect JOB.NO. 6428*13-1 072 Boring No Mt->,4\\"} Borehole Diameter, ln,:;Q.Ji Tota.t Boring Depth, Ft. '32-(b Gnd Elev, Ft: 9~9, t:\\-*
Casing Height above ground, Ft:~
';) TEST ID: Ml'* [\\.\\~ 'i?. "e> Test length: Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 199,]: =Datum 1-, '5 Test Section Depth (from Datum): From I :C.¢.*~ To 12 :?. a (A) Depth to Water Table From Datum, Ft: ~8. <1>3 (B) Surface Gage Height Above Datum, Ft. ~,(i)5 Test WaterTem.p:.3_u:: Baro Pressure, psi: \\4. ]l (.,. Depth to Center ofTest Interval From Datum, Ft: \\ !QA-l £b5 (C) Distance Water Table to Center of Testlnterval Ft. 9Cc//JZ Static water pressure at center= (0*62.41144) + Baro = 5!0 MAXIMUM TESl" PRESSURE, Po"' ((A+B*1) + C*0.67) IPo = 8'5 ] Test Pressure sequence:= 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D E Pp Values: 1/3 Po== ~; 213 Pg= ~; 112 Po= 4 3 Add Appropnate P<,> value to static Qressure at cenler_ottestlnte~Yal __ ec~- "':1_-:0'*\\-,--;:-r3 TEST NO. M~**W:>?:. "3sequence No. J:§q~ B Planned Center Pressure: --..Uw'r,L....._ Transducer Readings Before Packers Inflated: Top ~ t, '3 '2...*; Middle 5~ *;)!
Bottom:
5 S, *1 l Transducer Readings After Packers Inflated: Top f? ~
t.~ ; Middle
~A * '?S Bott~m: _ '56,G.'Z.. ""'\\=> - 4 ' 9 -e* S~!Q~S;;: ~c::!i! FLOW METER READING, Gallons
Time, FLOW, gpm Minutes Initial Final.
Difference ~IPi L\\S1"~(,J \\\\\\':\\'a_ ~--- I l/>: AC>I¢<1> \\\\\\ "':\\.*"'2... I \\ \\ "i\\."'\\
~I
1¢: A~~"BW \\\\\\:t':) \\\\\\ 8cb 1 t/J ~ t;)tfY, wa \\\\ V?l/J \\\\\\ 'D~ II/! ; '5 (/J : '3( \\\\.\\'8\\ \\\\\\ Bl. lt/J', ~\\'.(~ )-'--"-----; __ ___}.\\\\..~?_ \\\\\\ 8Z... (/) r t/): "5 \\.. ~u '\\\\\\~'2... \\\\\\ B3 -* 1¢' 52\\{f)lJ) \\\\\\~~ H\\ 8A t¢: sz ;lis /r,/J I 5;3 ( '3~
Prom Preliminary Boring Layout Survey Fmm Appi'Oved for\\Jse on Clinch Rlver,SMR Project" J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-304 of 515 Middle Transducer Surface Gage REMARKS Reading, psi Pressure, psi
)'5.~~ ~(/) '13t:U:nll'"' /P<.!.,e.ll'-45 G= Ft-13~ 9G.lQ.lA s<LJ \\ v~.'59 50 \\\\t\\,,\\\\ 5dJ \\ \\'~ S3 5(/) \\ \\t\\ \\'-\\ f5¢ \\\\L\\.~9 5¢ .l \\4.~i 5(/J - \\ \\A,c;>8 10¢ \\\\S2"' .:St:b \\ \\L\\,(o 1: '?.)c/J \\\\.A,~ 5tl'1 \\ \\ "5.I'DL\\- '50 \\ \\1..\\A.'l ':)(/) Gur.:> "Bc.*r7'~,v., 0?A.J.JS G. ¢.'5"1 T(:>)-:7 7A!Afi.l$
2>\\. ~4 Form Rev 0- Reviewed by Sj'l.- (-t,.({~ (p.
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DOUBLE PACKER BOREHOLE PI::RMEABlLITY TEST DATA SHEE.T AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Qllo)<IJ River SMR Pro!ect JOB.NO. 6468*13-1072
Page 1 of 2 '::;_ ~
, 1 _ 1 l-1 "'3 DATE: 1 ~ l ~~ \\) Boring No ~~::.~41 '7 Borehole Diameter, ln.: *o, B Total Boring Depth, Ft. 3 ~ 92 Gnd Elev,Ft: '1:9'2, ~* Casing Height above ground, Ft:~5 TEST ID:MS'* t~\\<:1 ib ~ Test length' Elev. Top ofCaslng, Ft. (Gnd Elev +Casing Height}: 19':3>,]; "'Datum ~I co.. Test Section Depth (from Datum): From, I;::.¢, '3 To JZ..;t. a (A) Depth to Water Table From Datum, Ft; Z.. B, <l> 3 (B) Surface Gage Height Above Datum, Ft. 'P.CoS TestWaterTem.p: 13°1: Sara Pressure, psi: 14u ~ L Depth to Center ofT est Interval* From Datum, Ft:_t ;Qt\\; l))S (C) Distance Water Table to Center of Test Interval Ft. _ c;x..,JfJZ. Static water pressure at center= (C*62.4l144) + Baro:: /56 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*{),57) [Po= 8",5 I Test Pressure sequence"" 1/3 Po, 2i3 Po, Po, 1/2 Po, Po $equence JD: A B C D E P,o Values: 1/3 Po= P~ ; 2/3 P9~... ~ ..;_ 112.Po= 4 '3 __Md_ARRfOPil.. ateJ~.u_v.alue_to_statlc_pressure-aLcenter-of-test-lnterval ~~~ '3_-\\\\- \\3 TEST NO. N\\fA\\':J e J.sequence No. ~ c;__ Planned Center Pressure: \\ L\\..\\ Transducer Readings Before Packers Inflated: Top*
o \\. "3 '1. ; Middle 5 '5 * ~ \\

Bottom:
5 9 1 'll Trsnsducer Readings After Packers Inflated: Top ~ \\., *~,<<:;;, : Middle "'A * <::J8 : So\\tom: 591<o *z. M'\\:>* 4\\9 "E.".O 51'1i'<Olll!=.l.lr" r.: c FLOW METER READING, Gallons
Time, Minutes ln!Ual Final Difference
\\(1)', '5"5\\ ~(() \\\\\\ '9 \\ ~-"5<... \\ C(JdJ \\ \\ \\'T>\\ \\\\\\ ~'Z. \\

\\ <1> ~ '5(, \\ ~

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\\1 2~4' \\ \\~ tpfP)IPU \\ \\ '2. (t!U \\\\'V.O\\ \\ \\ \\ OJ(J)l :)(J \\\\ '2,.(J)( \\~?.,}:/)?_ \\\\~ cPl',~(J "2.. \\ \\'Z-1/J 1{ \\\\'2.,.p~ \\.\\ t <P\\ '3((> \\\\ ?...¢) \\\\ -z-.<Z>A t \\ t C/TL \\ (ft( \\ ' '2,(/) ~~ \\ \\2.<DS H I (/JZ '.__'3/Q \\\\L_(L}c:;) \\ \\"2.. (/) "4

From Preliminary Boring Layout survey Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-305 of 515 Middle FLOW,gpm Transducer Surface Gage REMARKS Reading, psi Pressure, psi

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\\A\\,'Z-3 ":::f'S \\ AZ,;5'1- "::1-t:; \\A?.-~1\\ -::ts (')~. ~~tt-n \\ f\\.\\..1 (/)'J. ~'5 {_ \\L\\\\,8'1- '-1-S \\A,\\_,(,~ -:ts \\t\\'2..rz 1-"5 E'l~l} Jl: 1#'3' Zt/J . '13c:~77e>M MA,u.S G, /, 3<,. 11:~4'1/1¢ toP Ttei\\.US 21~ 3., DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, PROJECT NAME: Clinrd) River SMR Pr.oject JOB,NO. 6468-13-1072 Pa~a ~of 2 C::Z ~ , 1 _ \\ \\ _ 1 *3 DATE: B -l \\- l3 Boling No ~F>-4\\"1 Borehole Diameter, ln.: *3, 5 Total Boring Depth, Ft. Q 2- ~ Gnd E!ev, A: 9:~9, :\\-* Casing Height above ground, Ft:~'J TEST ID: Ml"* ~\\'2 >!. ~ Testlength: Elev. Top of Casing, Ft. (Gnd !::lev+ Casing Height): 799,"} =Datum 1,'5 TestSectlonDepth(fromDatum): From 1~¢, 3 To 12';1.$ (A) Depth to Wale!' Table From Datum, Ft: ~ 8, Gl3 (B) Surface Gage Height Above Datum, Ft. g..Ct>t;. Test Water Tem.p: i':l"' r: Baro Pressure, psi: \\4, 3 L> Depth to Center ofT est Interval From Datum, Ft:~'S (C) Distance Water Table to Center of Test Interval Ft. ~.Q.Z Stallo water pressure at center"' (0*62.4/144) + Baro = 56 1 Test Pressure sequence:= 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D E M.AXJMUM TEST PRESSURE, Po:= ([A+B~1] + C"D.57) [Po= 85 ____.:._Pp Values: 1/3 Po"~; 2/3 Pg~sP 4- _;___112_£o= 4 3 . *cz .:...,:3,-\\~- \\3 8.ddApproprtateg9-Value.to-statlcpressura-al-Genter-of-test-lnterval--- TEST NO. N\\1'?-'-W':l 7: "3sequence No. ~"D Planned Center Pressure: 9~ Transducer Readings Before Packers Inflated: Top*

z, \\, ?> '2.. ; Middle 55 * ~ \\
Bottom:

Transducer Readings After Packers Inflated: Top Z I. "2-'S ; Middle .'5' 4,9 8 Bottom: 15 S,.t, 'Z... N\\.~~ L\\-\\9 ~ 5&-<ai.!,IE' )...)r',;';" T.) FLOW METER READING, Gallons Middle

Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, p~l Pressure, psi Initial Final Difference

\\ \\\\ ltl& ~ (/Jd> \\ \\'2, \\~ I 4 ~Jtl1- ~"';) k?.fall-o-) I:::J~u&-ta-S<:P; H<>I..J t I \\<PCP\\ 7, (.() \\.\\1-\\hr \\\\ '?... (S t '2. \\,Z~ L\\S ll. I (/Y1. "... (j) r.{J \\ \\'-1. en \\\\z.v:; \\\\~,(.;t. ~s 'i,;) (§. C/e.i!?--A-"S ~ 1-"'c..t..::o<.., n ~ W'-::f l 3LP \\\\'Z..\\S \\\\'1. \\ (,.., \\ \\'3 j 'Z. :t-L\\.:S n ~ ~f):{J)(j) \\\\?..\\~ '\\ \\'Z.\\ '"::1-I W':l, QJS h,{f) t! \\ 11>i::l' '"btl \\\\'Z.. \\~ \\\\"2.. \\7). I (fj,3'5 /J.Cb 1;;> Iff C. t!...BA $ If f-J,_ u w rl : (P~ttptjl \\ \\1.-VB \\ \\"'t.... \\ ~ \\dY5, -~'5 3~ It \\ WI?', 3U * \\\\'2\\.'1 \\\\ L.. ~(j) \\ tfA S":\\-- '3':\\ II : \\(/}\\ 1/){11 l\\"L \\ l~ c.),":\\\\ ~*+ ..\\,.\\-.\\. 2l() \\\\"'L 2(/J O<;.CklG'ASG pc..o~v

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'.llP~ '3CI \\ \\ 'Z. (_(/) \\\\ 1.. 2.\\ I {,IJZ,A3 3Ll-I ( ; l'\\ l t;(/J \\\\'Z.."Z..\\ \\\\ -z.., z;z_ I ~l,ljf 35 \\\\: \\ \\~ "$(JI \\ '-z.:z:z_.. \\\\?. 23 10Z,2S "5<:::. ,, : 1'2-' lfr.(l) \\ '\\?.. "Z.-~ \\ \\1... 2.~ \\ltH.~t-- ~'S \\.~~t>I{J \\ \\'Z-'2,~ \\\\ *z.:z.L\\. \\ tll \\,49 3S IH ~ \\"") \\ ~41 \\ \\"(.;Z..lt \\ \\Z.. z:5 \\!tJZ !(;J 3S \\\\ ~ \\'~\\'W ' \\ \\'2..-z_~ \\\\ '-- '1--c. t llli;'>l '>5 \\\\ .. \\ (}., \\(/)JJ \\\\'2...';?. (. \\\\2 'Z..L.. \\£P2.J{.I) 3":;. ...l\\ ~ ll\\~'3~ \\\\ "l..2.. L, \\\\22-1 \\ ~'2.. '59 3'5

From Preliminary Boring Layout Survey

\\ Fonm Approved for' use on Clinch RlverSMR Project-J. A. Tlce, Technical Lead __ F.orm.Rev_o~Reviewed.by *:Sik 11L/L(,U1~-- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-306 of 515 l I i f ' I l -- I DOUBLE: PACKER BOREHOLE PERMEABILITY TEST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Pa~e~of2 c::c~.-:r-l\\-!'"3 DATE:$-\\~-\\) PROJECT NAME: Clinch RlverSMR Protect JOB.NO. 6468-13*1072 Boring No t.AP**41:> Borehole D\\ameter, ln.: *o, 8 Total Boring Depth, Ft. "3 '2- (}J Gnd Elev, Ft: :1:9 9, L\\-*

Casing Height above ground, Ft:g'.i TEST ID: M'P* 4\\") a; 0 Test length:

E:lev. Top of Casing, Ft. (Gnd Elev +Casing Height): 7'2::7,"1: "'Datum ":t,5 *, TestSectionDepth(fromDatum): From I:G(,LI.~ To t2;t.B (A) Depth to Water Table From Datum, Ft: t.. '2., ~ 3 (B) Surface Gage Height Above Datum. Ft. ~.G>~ Test Water Tem.p:-.3.3.:f Baro Pressure, psf: \\A,";> <:.. Depth to Center afTest Interval From Datum, Ft:J 2..>0.; (/)5 (C) Distance Water Table to Center of Test Interval Ft. ~.!/2.?- Static water pressure at center== (C*62.4/144) + Baro c .56 MAXIMUM TEST PRE~SURE, Po= ([A+B.1] + C*0.57) EPo::: 8"5 J Test Pressure sequence;: 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence IP: A B C D E ___,_P!J Values: 1/3 Po"' ~;~oC:::_'S!;:5 ' _;_112_~0"' ~3..MdAppropriater:;!~-value-to-sta\\l~pressure-at-centel'-oftest-lnterval 2.:__'3.,~\\\\* \\3 TEST NO. M\\'>A\\':l c 'sequence No, ~ Planned Center Pressure: Transducer Readings Before Packers Inflated: lop

z, \\' '?> "?., ; Middle 5 '3 * ':? l : Bottom:

5 ::>, ll Transducer Readings After Paokers Inflated: Top ~----; Middle ___ .., __ Bottom: t-1\\'?~ 4\\9 1£",0 S&.OUt;=.:~C.Iii 1:) { C.ol-l"t'l't:> FLOW METER READING, Gallons Middle

Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, pel Initial Final Difference t\\~ \\"5 \\ u>UJ

\\\\'2.2'1- \\\\'Z-'2..'0 \\(!)\\~ '?>CS \\\\'~ \\S'...;:,!fl \\\\2.2.8 \\\\ -z. ")_ c:l \\ qrz.,z*c. .~ a~*, =I-\\\\* \\~ ~ \\\\, 'L \\(.p\\ (p[/) \\ \\'Z.Z~ \\\\"Z."'3(/) \\ (j) \\. ":) (Jl "&S \\\\ ~ \\G.\\. '3!W \\\\"Z.~c) \\\\1...~(b \\ liJ I It\\- '3'S \\.\\.\\ \\'\\\\ rpc). \\\\ ?.. :~~ ., \\(..~\\ \\ct>\\~\\1- "3'5 /Edr::;> I I ! l':} ; ll*!P '"'E?o"7"7C.OM.. /,<!AIJ :> f..,(/J, 8'*l I\\\\\\8!.JS /of" '7kll/.J.!.

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From Preliminary Boring Layout Survey Form Approved for'use on Cllncll Rlvar.SMR Pro1ect-J. A. Tlce, Technical Lead c._ 0 f

{~"~ l' ( J J _ Eorm.Rev_Q:_ Reviewed-b.y -~J~ -"'- :\\1~. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3*307 of 515 l DOUBLE PACKE:R BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 C:t ~, ~ _ I t _ 1 :;, DATE:~- \\\\-l) PROJECT NAME: ClinCh Rlyer SMR Protect

JOB.NO. 6468-13-1072 Boring No IJI.r.>-4r~

Borehole 0\\ameter,ln.: *3, 8 Total Boring Dept!\\, Ft. '3 2.~ Gnd Elev, Ft: 9':39,4* Casing Height above ground, Ft:~') TEST ID:M9* 4\\'9 ~ ~. Testlength: Elev. Top of Casing,.Ft. (Gnd Elev +Casing Height): ':Z99,]= *=Datum

5.. Test Section Depth (from Datum): From I Z,¢. *~ To l2 ;t. a (A) Depth to Water Table From Datum, Ft: Z, S, <:1!3 (B) Surface Gage Height Above Datum, Ft. 'P,CPS Test Water Tem.p: i :r" I~ Baro Pressure, psi: I 4. *~ <...

Depth to Center ofT est Interval From Datum, Ft: l ;;:A; l./>S (C) Distance Water Table to Center ofT est Interval Ft. ~2. Static water pressure at center= (0*62.41144) + Baro = 560 MAXIMUM TEST PRESSURE, Po= ([A+B"1] + 0"0.57) [Po= 8'5 ] Test Pressure sequence:: 113 Po, 2/3 PO, Po, 1/2 Po, Po 0 Sequence ID: A B C D E P_o Values: 1/3 Po"' P.o ; 2/3 P~~ . q. ; 1/2. Po= 4 3 Add Ap2!:Q!Jrtate Po value to static Rfll....S.SUre...atoenter_ofJesUnterval ~~-,,- -~ .:J..-,;-*\\\\-r-3 TEST NO. N,r,>.il,\\'J e ;Sequence No. J§9~ li:i: Planned Center Pressure: 14~ Transducer Readings Before Packers Inflated: Top

0 \\ 1. 3 "2.. ; Middle 5 '3 * ?>* \\ : Bottom:

5 "7 1 I l TransducerReadlngsAfterPaokerslnflated: Top '2..\\ * 'ZS ' Middle '54-.SJ3 : Bottom: 58.G."Z.. N\\,_\\>- 4\\ g t,".O 51"'C<i:ll*to;: 1-.)r ::- - FLOWMETER READING, Gallons Middle

Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi lnltlal Final Differeflce t v 'Z (/): {/)¢

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From Preliminary Boring Layout Survey 2/.40 Fom1 Approved for' usa on Clinch Rlver.SMR Project-J. A. Tlca, Technical Lead

_______ form _Rev o _Reviewed by_ 'fl.. t"Z. -flt-11 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-308 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 BORING: M P~4l t> DATE: ':f- \\\\- \\~ DATACOLLECTEDBY: TcrM... )v\\c.GH... J..... /Jik G<H::>r::>A../Z~ SHUT~lNTESTl"RESSURE: IJ {ft S6V n/l~:f:1ps1 TIMEj SURFACE GAGE

minute PRESSURE; psi

-t\\~ ----- I

--r N;

::...:---

EQUIPMENT USED ,{):5 S~tot A(p)Jtu h A II ~c. 3 TtsV s.r-z... r""b-1 ~~I J CENTER~ . PltESSt

Sl Transducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6!12/13; 315381/R24039 (intermediate) 6!20/i3; 141142/R20367 (deep) 6120/13; 315380/R24038 (spare) 6/20/13-...,...----------

Surface Pressure Gage: (Both *wnm 213.53)- MW-3 (at pump); MWM4 (at fotalizer) 6!11/13 ____ _ Barometric Probe: JBaro Troll) 121315!R22669 6112/13 Flow Mete.r: (l.V(aster Meter 1~4;')- 882478~8 field checked 6/25113 Stop Watch:..(S:gortline 220)..:.. L286/2786 6!10113 Date of Calibration:: Dates in italics after equipment serial numbet* Calibration due: Post Testin =------- Ft L.EF'f::, INC..LUo&: ALL S <E'<i?LII£1-IC.CS: Jv\\?~4\\9 Z:.3 (6) ~(,2)\\~~ ar:J-~ t\\ \\\\~'1,c;)~'ZS l'-.1\\? -4~t;) £" (6) R,..(bt3~ q>:t-l I t\\.~~~zs MP~~\\Sl c"S (1') 'R.>Cb \\ ~ ~ crJ.-.~ 1 1 \\\\' 3((.J.St\\ l'v\\P-4\\'1 Z'S (\\') £-Cf, v~ -.(fl"":-J-'- 1*1 \\\\.*~((J~%4 1\\t\\P~ L\\\\~ ~-~ (~) 2,(/J l '3-tPi- ~ ll t\\.'t;",S' jV\\. p~ A \\':J Z) (J,A J ~¢1 3 - (07- - II ~~.*z.z..s' M'P ~ 4\\'?.Z5 (L) ~c,D!s-qr+ -II I \\ o *~4, * (t)ta ~?- L\\-\\c;) 'l) (~) R,(t}(?, ~ (~1*- ~ ll \\ \\~ 34~0(.. Form Approved for Use on Clinch River SMR Project-J. A. Tice, Technical Lead \\,1-j :s I.-, t!E'XCG:'L w "'D L, E: >(c_EL V--l '5L EXCE'l W"t>L EXCEL.. EormJSey_O-=..Reviewed_by S:J'k. 1'1--ll.r.-J} Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-309 of 515 Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 IB=Surtace Gage He1ght (ft) !Max Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi) Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 ~equence E 1.0 Pipe Check (Estimate Only for Field Guidance)) Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOG Number of Pipe Sections length ot stickup above 1 uc; (tt) 84.82 51 79 26 53 40 Center Test Pressures (psi) 77 104 130 91 130 13.29 21.12 103.50 4.90 2.10 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-310 of 515 Inflation Pressure (psi) 127 154 180 141 180 Test Date Prepared By Checked By Clinch RiVer SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 Boring: MP-419 Zone: Z4 109.0 feet to 116.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) 11::1apsea 11me rlow rate 11::1apsea Time Time (minutes) Pressure (psi) (gpm) Time (minutes) 12:35:00 0.0 51.08 12:48:00 0.0 12:35:30 0.5 51.04 2 12:48:30 0.5 12:36:00 1.0 82.02 0 12:49:00 1.0 12:36:30 1.5 78.55 0 12:49:30 1.5 12:37:00 2.0 78.22 0 12:50:00 2.0 12:37:30 2.5 78.17 0 12:50:30 2.5 12:38:00 3.0 77.99 0 12:51:00 3.0 12:38:30 3.5 77.39 0 12:51:30 3.5 12:39:00 4.0 77.33 0 12:52:00 4.0 12:39:30 4.5 77.03 0 12:52:30 4.5 12:40:00 5.0 76.54 0 12:53:00 5.0 12:40:30 5.5 76.87 0 12:53:30 5.5 12:41:00 6.0 76.66 0 12:54:00 6.0

rr:-41 :31)'

6.5 1 6:46 0 12:511:30 ' 6:5 12:42:00 7.0 76.88 0 12:55:00 7.0 12:<t2:30. I :5. I6;8I -
-* 0 t 2:55:3D.
I.5 12:43:00 8.0 76.75 0 Pressure (psi) 76.63 76.96 101.19 101.05 105.29 104.59 104.06 105.68 105.09 104.22 10p.04 104.94 104.57 104:57 104.15 - JOB'.M. - 12:43:30 *- ---- - ---8.5 76.IL 0. 12:44:00 9.0 76.60 0 12:44:30 9.5 77.28 0 12:45:00 10.0 77.04 0 Sequence D (1 /2 Po) Sequence E (Po) 1 t:lapseo 11me It-low rate Time (minutes) Pressure (psi) (gpm) Time 13:09:00 0.0 128.50 13:27:00 13:09:30 0.5 123.62 0 13:27:30 13:10:00 1.0 . 103.55 0 13:28:00 13:10:30 1.5 103,77 0 13:28:30 13:11:.00 2.0 103.38 0 13:29:00 13:11:30 2.5 99.42 0 13:29:30 13:1 2:00 3.0 95.79 0 13:30:00 13:12:30 3.5 94.37 0 13:30:30 13:13:00 4.0 93.68 0 13:31:00 13:13:30 4.5 93.01 0 13:31:30 13:14:00 5.0 93.26 0 13:32:00 13:14:30 5.5 93.00 0 13:32:30 13:1 5:00 6.0 92.78 0 13:33:00 13:15:30 6.5 92.02 0 13:33:30 13:16:00 7.0 92.39 0 13:34:00 13:16:30 7.5 91,79 0 13:17:00 8.0 91.03 0 13:17:30 8.5 91.58 0 13:18:00 9.0 91.08 0 13:1 8:30 9.5 90.91 0 13:19:00 10.0 90.29 0 13:19:30 10.5 90.59 0 13:20:00 11.0 90.38 0 13:20:30 11.5 90.54 0 13:21:00 12.0 89.93 0 13:21:30 12.5 90.59 0 13:22:00 13.0 90.13 0 13:22:30 13.5 90.35 0 13:23:00 14.0 90.10 0 13:23:30 14.5 90.40 0 13:24:00 15.0 90.34 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-311 of 515 1 t:lapsea 11me (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 Pressure (psi) 90.29 133.75 130.43 130.51 130.80 131.58 132.08 130.74 131.51 131.92 130.60 132.25 130.35 130.69 131.53 Prepared by: Checked by: Sequence C (Po) I f low rate t:iapsed 11me (gpm) Time (minutes) 12:58:30 0.0 0 12:59:00 0.5 2 12:59:30 1.0 0 13:00:00 1.5 0 13:00:30 2.0 0 13:01:00 2.5 0 13:01:30 3.0 0 13:02:00 3.5 0 13:02:30 4.0 0 13:03:00 4.5 0 13:03:30 5.0 0 13:04:00 5:5 0 13:04:30 6.0 0 '13~05:00 6.5 0 -Q -
Jowrate (gpm) 0 0
0 0 0 0 0 0 0 0 0 0 0 0 Date~tl'- /4' Date: 4-'~'f).., (tJ,- 1r1ow rate Pressure (psi) (gpm) 104.21 103.98 0 129.85 0 129.67 0 128.44 0 129.31 0 129.96 0 129.29 0 127.77 2 129.90 0 128.94 0 128.02 0 128.62. 0 129.5'4 0 --~- -

~ --

r---~----~-~-------- MP~419 Zone 4 2.5 " """""'"'"'"""""""""'""""'"'"'"""""""'"'"""'"'"'"""'""""'"'"'"'"""""'"'"""'""""'"'"'"'"""""""""""'""'-*"'"'""":"'"'"'""'"""'"--"'"""'"'"'"'"""'""'"'""'"'"'-'"'"""'"""""'""'""""'"'""""'"'"'"'""'"'"""'"'"'"'""'""'"'"""""""""'"""'"'"'"'"""' '? 1.s* gg ~ ~ 1.-r---~-------------------~----~------------------------------- 0.5 +-----+-----------'-~------* 0 *~---~--~-r----------~~~~-----+-~r-------~--r-----~------*~---------~ 0.0 .2.0 4.0 6.0 8.0 10.0 12.0 Elapsed Time (minutes) -*-1/3Po Notes: Test pressure approximately 1/9 of the maximum test pressure (Po), Flow ~----------------~--------------------------------r-*t_e~ty~p-lca_ll~y-m_*a_s_ur_e_d_ov_a __ ra.30_s_a_co_n_d_ln_ta_rv_a_l. _______________ ~ MP-419 Zone 4 2.5
---*---* *-----*-----*---*--**--*-------~---------**-*
... ~--~------.--... **-... ----***----*-~----,.;,-*-*----
---....... ------+-------tt--~--.. -~------i'..... ------*--
..... --""""'t--------*-, 2.0 3,0 _,_z/3 Po Prepared by /Date: __....-.J.:;~!r-~'-'-7'-'-- Checked by/Date: ---:~~~L!--- Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-312 of 515 4.0 5,0 6.0 7.0 8.0 Elapsed Time (minutes) Notes: Test pressure approxlmitely 2/3 of the ma~mum test pressure (Po), Flow t*ate typloally measured over a 30 second ll1tetval.
MP~419 Zone 4 11.5....................................................................................................................................................................................... -.................................................................................................................................................................................................................................................................. ~
J
,.9
u.

1. c**-*-*---*
0.5 -~-----~....;..,-------------* 0.0 1.0 2.0 3,0 4.0 Elapsed Time (mlhUtes) ....... :,...... po MP~419 Zone 4 1 r------ *--- 0.9 ------. -~-*~-------------~--- 5.0 6.0 7.0 0.8 "..... ~.. ~.. ~~.. *****-~.......... ~~..... ~...................... ~.... ~....................................,.,..............................,,_,...... ~.;-............................. ~****~............................. ~.................. _........... -.....................................................,.................... ~*.....,..............,...,,.......................... ~...,,.......... ~,........,............................ 0.7 +------------ 8 0.6......... -----*-****-*-***"'-*""-""""""'"--"*-***"""""""-*---*"-"""-"""-"'"'"'_" gg ~ 0.5 "....................................,...................,.........................................................................................................................................................,............................................................................................. -......................... -....... _.......................................... ~
u. 0.4 *+----------~*
0.2 +------------------- 0 I*OOOo<oi<-Oj-,_**ll"""""'""~~~-*~~--~~~~..........._~~......,..........._,lfw-......_,_.........,....~... ~/M ............ jt*-r~..,..,.... i/**"""'"'"l\\-"'""'.. ~~'"'""'~"\\'""-.,._~fj~*.. W._.,tl-<o-*-~--*-'t"----~~',....,......,II"K'0" 0"-*"K-O**-Ko1 o.o 2.0 4.0 -*-1/2Po Prepared by/Date: rt \\-l L t fi// Ll Checked by/Date: yAJ-fjit/tl Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-313 of 515 6.0 8.0 10.0 12.0 14.0 16.0 Elapsed ilme (minutes) Notes: Test pressure approximately 1/2 of the maximum test pressure*(Po), Flow rate typlcolly measured over a 30 soaond Interval,
I i. i DOUBLE PACKER BOREHOLE Pfi!RMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch Rlv!3r SM!:$ proleot JOB NO. 6468-13-1072 DATE: 1.- 11-r~ Sorlng No M{P-41;> Borehole Dlam~ ln.:.a...a_ Total Boring Depth, Ft. 3B<ll
Gnd Elev, Ft: 1'9~, *4

Casing Height above ground, Ft:~:l.~ '?
'Et~."t~p ~f6aslng, Ft. (Giid Elev +Casing Height): 9 9 ~. 7: "'Datum TEST ID~ MP*4t'7 E. 4: Test length:. 7
5 Test Section Depth (from Datum): From I¢<;~, 3 To l.l.Se:.~.1 -""l\\J,!.......-_
(A) Depth to Water Table From Datum, Ft: /2*ez, Q./2-(B) Surface Gage Height. Above Datum, Ft.,8, Go'S Test Water Temp: 7? f.! Baro Pressure, psi: 14 1 ;:1(01 Depth to Center*ofTest Interval From Datum, Ft: \\ \\1>*, illS (C) Distance Water Table to Center of Test Interval Ft. ~ Z.... Static water pressure at center;. (C~62.4/144)-~' Baro"' *5 \\ . I MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*0.67) (Po= ':f j) I Test Pressure sequence= 1/3 Po, 2/3 Po, Po, 112 Po, Po Sequen~ ID: A B C D E Po Values: 113 Po"'~: 2/3 Po:. _53_: 1/2 Po= 4¢ Add Ape_r_:Jpl'late Po value to static pressure at center oftes~ interval P A Jq
TEST NO. ~A. -'\\:\\ 9 "b,L\\ Seque11ce No.

Planned Center Pressure:

<( ~,.'f ~ (( *I;)
Transducer Readings Before Paokers*lnflated': Top *.S IJ 54. i Middle 5¢, 44- : Bottom: 54~ Z8 Transducer Read lngs After Packers lntlated: Top /9 I.,A S : Middle 5 l. '7'1 Z, : Bottom: 54 * ~G. MP* Ll 19
~ 4 S1H:nJG'A.J Ct'P A FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer Surface Gage REMARK$
Minutes Reading, psi Pressure, psi Initial Final Difference I~' ?.1'3\\ r;S C/J I Td<!!'?4t~ 1Jo.Jcf2<i;,A.siti F-<1'-~ \\'(,' *o~' \\\\L..~ \\_,\\'?.;._~~ t
z.
~\\.(Jlt.\\ ~ ~ \\ ~\\ "~(, \\ {p(IJ \\\\L.S~ \\\\~S~ (}) (/) ~~.~"'L Z.,d> \\~\\ iJ(.,.~ "2>1.1 \\ \\ "'L l'.;)G, \\. \\. '- S(.o ch 0 +~.ss \\~ . \\2',1>":\\~I.Pr.P \\ \\?...~t. \\ \\"L t;(.,. {/J cp' '::!?\\ z-z.. ~~ \\'?,\\ "3";\\(~(j \\\\ 'Z..SL. \\ \\ "Z-z;)c, t/J ¢ '.:H~~\\\\. \\~ ~~ \\?,:.\\ ,[piP' \\ \\'t.Sw. \\\\ "1-su. (,}l ¢ '::f 1- ~ '1 \\":') \\ '2..'
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=t&. B"l-.
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<16
-:::t".~g v~ \\ '2. ~ t\\7...\\ 31~ H 'LSI.P \\\\"L, t5<'o ¢ ¢ '::l-~.8"1- \\~ \\'2.! A'"!I\\IJl~ \\~?....~(.... \\\\ "L~ $(.~ ¢ CJ.S it.:.:~s \\'? \\2.~ 4~l3<P \\\\"l..t5{p -* \\\\"'t- ~1.:;. ¢ f/J '=tt..,; :':\\-'l. \\"3
From Preliminary Boring Layout Survey Form App'roved for'Use on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-314 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Prnlect JOB NO. §468*13-1072. Page 1 of2 DATE: :Z- !1-13 Boring No M{P-:d,l'? Borahol~ Dlame.~er, ln.:JLJL Total Bating Depth, Ft. 3B<.O
Gnd Elev, Ft: 199,4 *
~ 29 ('")~, :j~~\\*\\', Casing Height above ground, Ft~ "( Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): X 9 9. r ::;: Datum TEST 10: MP*41'2 'l. 4: Test length: 7 *5 Test Section Depth (from Datum): From I ¢'31, ~ To !\\<..., g (A) Depth to Water Tabla From Datum, Ft: 2* B. Q /2.. (B) Surface Gage Height Above Datum, Ft. b.§5 Test Water Te~'p : J.?"'t: Baro Pressure, psi: 14.,3(9 Depth to Center ofrest Interval From Datum, Ft: \\ \\ ~ *,05 {C) Distance Water Table to Center of Test Interval Ft. ~ 'Z-. Static water pressure at center;. (C~62.4/1 44) + Baro"' 5 \\ MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*0.67) tPo = 9:.l2: ] Test Pressure sequence:" 1/3 Po, 273 Po, Po, '1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po=~; 2/3 Po= ____5_.:3_; 1/2 Po" !1 ¢ Add Approprtate P9 value to static pressure at center of test interval TEST NO.. ~A.P4\\91,.4Sequence No. A Planned Center Pressure: 7./--g.. ?*h, 1-1( -1~ Transducer Readings Before Packers* Inflated':. Top
Bt, 5tl
Middle 5

0~44 : Bottom:
54.Z8
?,/, 45 Transducer Readings After Packers Inflated

Top --'--~....:.....::'--: Middle 5 l, ':! '2. : Bottom:
51, {j}(d MP*419 ~ 4 S tEe u6".u CG' A {CoJ..>-/r::.) FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer
Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference t'Z..~ t\\.A, \\ fP l1!
\\\\"l..C54 \\\\L. ~(p (/> (/> '::\\~.to() \\~ \\ *z.: 4.1.\\ \\ '};(/}. \\\\-z:.Su. \\\\ (._.li~* t/> cP '-=\\ ':\\ ;t.. co \\~ I. 2. ', A ~ \\ (IXP \\\\!.~(.. \\\\?... c;)Lo (/> rP 4;-::h(l14 \\., G.'J.Jr.:::. l'l.: 4-s; 3/,tl *-g <>7 7' cY*"- fti,A/..>5 53.~5 tz.: 4t:v/¢rl toP 'TICAIJS 21.43
From Preliminary Boring Layout Survey Form Approved for.~~e.o~~~nch ~~er SMR Project* J. A. Tlce, Te-~hn~~~~a~- __ _ _ __ E.ormJ~e_v_ o__.. _He.viewed.by !Jfl - J 2:: -/6* j.J Clinch River Data Report Rev. 4 CRP*1112.16 Page E.3.. 315 of 515
OOU13L.E PACKER BOREHOLE PERMEABILITY TEST bAT A SHE!E:T AMEC ENVIRONMEN'fAL& INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Projegt JOB NO. 6468-13-1672 Page 1 of2 DATE:_:Z-11* n Boring No /1.1{1;>-419 Borehol~ Diam~er, ln.:J.iL Total Boring Depth, Ft. 3Z (/J
Gnd Elev, Ft: 7 99.-4

q;, 29 l'1--h*
-=~.. ~,-\\.., Casing Height above ground, Ft~ '( Elev. Top of Casing, Ft. (Gnd E!ev +Casing Height): 99 9. 7- '"'Datum TEST ID! MP*4t';l ~ 4: Test length: ? *S Test Section Depth (from Datum): From I ¢<3>,?:! To.\\\\ t., l5 (A) Depth to WaterTable From Datum, Ft: pf?. Q /2.- Test WaterTe~p: :J.9°P Baro Pressure, psi: /4,/it.* (B) Surface Gage Haight Above Datum, Ft. _63~ Depth to Center ofT est Interval From Datum, Ft: \\ \\ ~
, ibS (C) Distance Water Table to Center of Test Interval Ft. ~,8
'L.. Static water pressure at center"' (0.62.4/144) + Baro"' 5 \\ MAXIMUM TEST PRESSURE, Po = ([A+I3*1] + C*0,67) {Po= 7 ?.l 1 Test Pressure sequence;- 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po"' ~0, ; 2/3 Po=~; 1/2 Po= 4¢ Add Appropriate P? value to static pressure at center oflest interval TEST NOJ..\\\\-'-(y\\9 "l:.L\\Sequence No. 1;2 Planned Center Pressure: l Q')*~. <(-~. +-11-1'5 Transducer Readings Before Packers: Inflated': Top
BL* 54
Middle __..'1

~-44 : Bottom:
54.. ZB. Transducer Readings After Packers Inflated: Top IC.J\\,.i\\S
. Middle

5. {
b '3 7_ Bottom:
54. a <.a MP-tj 19

z. 4 SiE"~Ut.f't...JCG R FLOW METER READING, Gallons Middle

Tlme, FLOW,gpm TransdUCEll'
Surface Gaga REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference 73cnJ.ot.t~-J I'Z.I45L(.l<tl I \\'L~C.,
~------ q~, (.,3 1$ h c.~t.,b-.t!,f) <f-P't..o~ I'Z.l 410 ~ '?J{j) ' \\\\'V5l.-> I i'? 'V (.. ~ 0 12\\ 4'7) ~ ¢~ \\\\L.~(p \\ \\~~*1-1 I 'Z.l 4 9 ~ 3_LP \\ \\'1.."0-.:t- \\ \\Z. r:;;';\\- (/) "/Zl '5~(/j(/ \\\\'LS"':\\ \\\\"2-,:;~ ¢ t_~l "f>CPl31P \\\\6S"':\\- \\\\L'S'~ 0 I Z! "5 \\ l (/)@_ \\\\"Z.~"":\\- \\\\L.IS"".l-d> 1"2: 51: 311 \\ \\ 1.. 'S '::} \\\\'2. '54 {/) 12.-l '5'2..~1/V \\\\C..S+ \\ \\Z. s ".::) \\6 tz..~.:;;z:~o \\ \\ '-"D '\\- \\\\'- s~ ¢ t z : '5 JJ ; (/}[p \\\\'"Z-S '=I \\\\1. <;;.'::j. ¢ Vz.. : S3~~rt \\\\. 1...S""1 \\\\ 1.., <;) ':!- (/) 1'2..~t;)4tf/)IJJ \\\\ "l...C:S:":\\- \\\\1. 'S'"T 0 \\ 7_ ', "54'.31.. \\\\'Z..S~ \\ \\.(_ "5~ 0 tV %'5 ~ fPLi \\\\2S1* \\\\'Z..S "t-tl> l"Z-: 6'5:3('f \\. \\. 'l_<;):'.:l- __lU._,t..ir (/J
From Preliminary Boring Layout Survey Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-316 of 515 0
';;t(,. ~G. \\'V
z
\\iP\\.\\';) l+d:> J 1-JUZ&-. (j} \\!p\\,.tP'S 4:fj (:).:b ~=j~lt-t;. r}) \\¢S,Z' (_ 4S {f) \\ ~~A5"' 4'5 ¢ \\fPA IPL 4S d> \\ ((JS,&1S 45 (Ll I {~'7>.1r'i AS r/J \\Q)4 *z.-z 4'5 (/> ll~f:'6.t})4 4S ¢ \\IJJ4,94 4'5 ¢ \\ (/){},.~"':\\- AS ¢ 'f~14 As Ct_~- J- ~~* t -s (.6. f,(fi4, IS 4S ¢ I 0t5.tfto:; 4S /.:F/..11':) I Z: f)G,) ZIJ /3t:>77'oJA. 7',:e.ti.;.,$ SJ. :5>~ /2' 5~US ro,.,. '7;e_t~,u~ ~I, 41
DOUBLE PACKER BOREHOLE PERME:ABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch RlverSMR Project JOB.NO. 646§-13-1072 PATE: 1.- II *t"3 Boring No.o\\1{P*41'3 Borehole DlamG,!er, ln.:rt Total Boring Depth, Ft. 3B0
Gnd Elev, Ft: ?5JS,-4

I1,Z9 (":u:::,..
":!-~\\-\\~ Casing Height above ground, Ft~ ( Elev, Top of Casing, Ft. (Gnd Elev +Casing Height): 9' 9 ~. 1- "' Datum TESTID:MP*41'::l Z 4: Testlength: 765 TestSeotlonDepth(fromDatum): Froll) 1¢9, '?> To \\\\(..,g (A) Depth to Water Table From Datum, Ft: gt6. Q;?., Test Water Tar~p: 97"'P Baro Pressure, psi:.Jd.~ (B) Surface Gage Height Above Datum, Ft...&!.M Depth to Center of Test Interval From Datum, Ft: \\ \\ ~
, il>S (C) Distance WaterTabie to Center ofTestlnteM!l Ft. ~'Z.... Static water pressure at center;, (C*62.4/144) +Bare"'.5 I MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + C*0.57) !Po"' 7 '[) 1 Test Pressure seqUence::< 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B C D E Po Val~tes:. 1/3 Po=~; 2/3 Po= _53_; 1/2 Poo:: 4¢ Add Appropriate Po value to static pressure at center of test interval

TEST NO. ~A.P-(\\-\\9 J.L\\ Sequence No.

C.
Planned Center Pressure:
i 'o*¢
. <(' ~, + ~ 1 1
1'5 Transducer Readings Before Packers* Inflated': Top B I. 54. ; Middle 5'¢* 44 ~

Bot1om:
54. Z B.
Transducer Readings After Packers Inflated: Top ~ \\.4 'S.; Middle . S t;:rz... Bottom: ts4~ (Zlfe MP-Lj /9 6.4 S ~ -~tl t;'-.' CG' c FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer
Surface Gage REMARKS Minutes Reading, psi Pressure, psi*
Initial Final Difference '131Ft!!* I 1-' ~l"&Bt~¢ j{ZS1_ o~o...._...,. __ /_f!/&2{ 4s /f.J(!_f2.<£4:S<E 1-""t.....,<.I.,) tZ.\\%~;$lP \\ \\"--~ ~ 1\\ZS'::l-(Lj (f) l'Z..t S"J ~ ~.:1 .. 11J : f/Jtlr* \\\\"Z..S::\\- \\\\'"L- '5":\\- Cb (JJ u,¢{,0\$()lfl ~ \\Z..'51 \\Vt... 5+ Cb c/J \\~~ dJIPq(! \\\\ (..,<1:, '1*. \\\\"2.- ~'l-('/> a ( I"> \\ \\'Z..'D'l-- 15~ rt> (j)
~; (JJ! \\ (,6~
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From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project-J. A. Tlce, Technical Lead
- --~- ---- - - Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-317 of 515 I <if3,9r';. 4S I ~'?\\'8~ '":l0 \\ ?...~.G.l-..
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\\ '2;~ 44 ":.\\~ \\~93\\ ';:)-(JI \\ ~ ~,'S)(., -=lCP \\'~'1 ~~ ~(/J \\ 'Z..4:?i1 ~(() \\ ?..';3.91.8 '::jQ) 1'2,8 ~~~-- '=l-((l t-z.~.mz. ':((f) \\'2.8 (.,Z. 71* C/J \\ '-91,cy}
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DOUBLE PACKER BOREHOLE PERMEABILI'TY TEST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Q.!iQQh RlverSMR Project JOB 1'!0. 6468-'13-1072 DATE: :Z-11* n Boring No M/P-419 13orehol~ Diam~ ln.:.:a.JL Total Boring Depth, Fl 3£(/J
Gnd Elev, Ft: 9;>9,-4

Casing Height above ground, Ft.J;# C(
'EI~t.f~p ~faaslng, Ft. (Gnd Elev +Casing Height): 9 9 9.1- =Datum TESTID:MP*41'7 it 4~ Testlength: '165 TestSeotlonDepth(fromDatum): From 1¢9,~ To~g__ (A) Depth to Water Table From Datum, Ft: &B. Q /2., (B) Surfac:e Gage Height Above Datum, Ft. ~ Test WaterTe~'p: qr.(';:; Baro Pressure, psi: l4~,"i_(<a Depth to Cenler of Test lntervaJ From Datum, Ft: \\ \\ ~ *,1/) S (C) Distance Water Table to Center ofT est Interval Ft. ~z__ Static water pressure at center;, (C*62.4/144) + Baro"' 5 I MAXIMUM TEST PRESSURE, Po= ([A+B*1] + Ck0.57) [Po= '::/- £> J Test Pressure sequenc:e::: 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequen~ ID: A B C D E Po Values:. 1/3 Po=~ 2/3 Po= ~: ; 1/2 Po"' 4¢ Add Appropri~_lo va~~:_tati~~~~~_l:lf~ at centeroftes~._ fn_ terv_a_ l __ TEST NO.I-A.~-~ 9 1;.4 Sequence No. JV
Planned Center Pressure:
..f-3.r$-
?:~, 1-r ( *1'5 TransducerReadlngsBeforePackers*inflated': Top ZIJ 51_; Middle
'$¢.44 ~*Bottom: 5!/,.28. Transduber Readings After Packers Inflated: Top 21 A '5 ; Middle S \\.OJ- "Z. : Bottom: 54 (b_(.. MP-419
z.
S I£GUG'I.>C6'. f.} FLOW METER READING, Gallons
Time, Minutes Initial Final Difference J* '?, ~ lf'>C) l O)(ZS
\\ \\Z..c:;)~ l'?:>, ~:2: '3¢ \\\\'Z'DS \\\\?.<?g (tJ I 3 ' I Q) ' (/H/J \\\\ 1:.~ s \\ \\'l.. '58 (/; v~ '. \\ lfJ i ~cJ \\ \\ "L c:;) '6 \\\\'l..S8 cb \\\\\\ {jJ(~ \\ ~'L~'t. . \\\\2. '5~ (2) \\\\I *;,(} l \\ Z'S~ H'l..SS aS \\ z. \\ (/J<J \\\\L..."VB \\ \\'L '58 ¢ \\:Z.l ?J(j) \\ \\'Z.S8 \\ \\l.58 ¢ t--* l'~\\ (f'r) \\ \\'2.'58 \\ \\1.. 58 ¢ \\)\\.3[/) li~<;B HZ-58 <1J \\A'tQ>(./l \\ 2. ?'8 \\ \\'Z. sg \\A~ ?:4 \\\\ "Z-"51) \\\\?..S8 r(J \\"5 ~ f}J/) l\\ '-.15~ \\\\L58 (/j \\?\\3~ ~ \\ "ZC:S<O \\ \\Z.. c:;;B (/> \\C...: I\\L..f5B \\\\t '58 ¢ Hul3CO \\\\ "2."58 \\ \\'2....'i)8 ¢ \\'~'.IP!b \\ \\"Z. '5'8 \\ L<58 d5 \\{\\)!1 '\\ 'Z'~'6 \\\\2~8 (/)
From Preliminary Boring Layout Survey Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-318 of 515 Middle FLOW, gpm Transducer

Surface Gage Reading, psi Pressure, psi
/'2.8, SQ) ':.t¢ I~ ~.(p'2. '1 (,tl I !h'3 *,COS l+t/J \\fils,**1-J 4¢ \\ tJ>:s,;;,~ 13'5 ~~A'L 35 <7<5 { *q. ~
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DOUBLe PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Cliocl1 SIVer SMR Prolec\\ JOB.NO. 6468-13-1072 Page 1 oi2 DATE:.f~ 11*1) Boring No M[P~tW? BoreholeD\\amEI!er, ln.:~ Total Boring Depth, Ft. 3(.30.
Gnd Elev, F!: 79~,4 *.
(,.?, 29 l">._h, ':j-\\\\*\\~ Casing Height above ground, Ft:~ Y Elev. Top of Casing, Ft. (Gnd Elev + Ceslng Height): 9 9 9
1- "'Datum TEST ID: MP-4 I:.> 2. 4-Test length; 7 ~ 5 Test Section Depth (from Datum): Fro01 I ¢S>, 3 To l\\ lo, g (A) Depth to Water Table From Datum, Ft: p B. 0 ~
Test Water T~*p: t ~:t',J:! Baro Pressure, psi:.J!L..JL.. (B) Surface Gage Height Above Datum, Ft.~ Depth to Center of Test Interval From Datum, Ft: \\ \\ ~ *,05 (C) Distance Water Table to Center of Test Interval Ft. ~ 2-Static water pressure at center;, (C"62.4/i44) + Baro = '5 \\ MAXIMUM TEST PRESSURE, Po= ([A+B~1J + C*0.57) [Po= 'f 'V 1 Test Pressure sequence= 113 Po, 213 Po, Po, 112 Po, Po SequenC!)IO: A 8 C D E Po Values: 113 Po c ~; 213 Po= _5.3_; 1/2 Po:. 4¢ Add Appropriate P9 vai!Je to static pressure at center oftes~ fnte.:...:.rv=al __ TEST NO. p.,y:::>-(\\\\_ 9 e4 Sequence No. 1:::> Planned Center Pressure: 9 ~. . ?~ ' 1-I ( *1'5 Transducer Readings Before'Packers*tnflatecf: Top fa 1. 54. ; Middle 5' ¢, 44 :' Bottom:
54. Z 8.
TransducerReadlngsAfterPackerslnfl~ted: Top 2(, 45 : Middle 5f.'=1'Z : Sottom: 54.~G. MP- '-ll.2_
~ 4 5£f.G(Jt5~...JCt;:-
b (CoP*r'o) FLOW METER READING, Gallons Middle
Time, FLOW,gpm Transducer
surface Gage REMARKS Minutes Reading, psi Pressure, psl I nina\\
Final Difference n\\~~t(fltJ \\\\:.Z..~6 \\\\:"Z.. "58 (ffi (p
~l.t1l5 7;,(/)
\\';, : \\ t) \\:~(fl \\\\ '-'<'i>'b \\\\"Z-158 (/) (/) '?Jd>\\9\\ 3LO I y, \\ <=;> \\ ¢'U>. \\ \\'t.'t>CO \\\\7...158 (/) dJ cyjJ Z9 3t/J \\')\\ \\'?\\'~(;1 \\ \\'2'3~ \\ \\"2.. t58 d.> d> ~t/J I co 'ZJ '],(/) n \\ Z.(J) '_{QLP \\ \\-z....<;;S \\VLS8 d> dJ 9(~.38 ~0 \\'">\\ 7.£/l\\ 1\\ \\\\ 'Z.1>l)> \\\\ '- '5'8 ¢ rp ~1/J)St\\- ~(/) \\"">'\\. ~l \\ rpr..p \\\\ -z..~s \\\\ L. ':>8 ('/; d> 8':::l,c;rs 3¢ \\)~ '2..11 '?J(/ ~ ~ <-?'3 \\\\ -z.. '5B ¢ q, o.>w.s 7> 3¢ \\";I 22.~ (lrp t t Z..S'B \\ \\ "1--- '5'5 C/J ¢ ')4).13 3<tl_ r--- \\) l zz: "?:,rj \\ '?:515 \\\\,~58 Q5 (/) 9~ '35 3tP )3d t 1\\ (P(/J \\\\ Z!5'8 t \\ -z._ ss ¢ (/> <;.)t)J,((b 3(1) .~ \\?'.. 211-~tf \\\\ *z. 7>'5 \\vz... 5:B d> ¢ 9/fl/JrCP. 3(t/ \\'?: 2.4-'tfiJ~ t\\L.Sg \\\\'7..- %8 (f) ¢ ~ @, ~4 3(j) [;'ND I?> \\ '--4-'3 (/) lt-61 2'5,' f){)
From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-319 of 515
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFFZASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Q!!!)ch River SMR Projeg! JOB.NO. 6468-13-1072 DATE:_.:Z-11-13 Boring No.M(P-419 Borehole Diam~ ln.:ll Total Boring Depth, Ft. 3Z,~
Gnd Elev, Ft: 199.-4

Casing Height above ground, Ft:t:f:t. C(

EI~.-1~P 6faaslng, Ft. (Gnd Elev +Casing Height): 99 9. 7= =Datum TEST ID~ MP*4 I '7 i! 4:
Test length: ? ~ 5 rest Section Depth (from Datum): From I ¢9, ~ To \\\\ <..,, g (A) Depth to Water Table From Datum, Ft:. pf), 2, /2.. (B) Surface Gage Height Above Datum, Ft. ~ Test Water Te~*p: Tf'~j:. Baro Pressure, psi:.Ji/.~ Dep!h to CenterofTest lnteNal From Datum, Ft: \\ \\~*.05 (C) Distance Water Table to Center of Test lnteNal Ft. ~ '2.... Static water pressure at C61iter;.. (C"62.4/144). +Bare= ..;...\\ _ MAXIMUM TEST PRESSURE, Po= ([A+B"1] + C"0,57) [Po= f 'V J Test Pressure sequence= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequen~ ID: A B C D E Po Values:. 1/3 Po = ~ 2/3 Po= --..5.3....; 1/2 Po"' 4 ¢ Add Appropriate Po value to sta\\lc pressure at center of test interval TEST NO. 1-A.P-=DN? 1:.4 Sequence No. IS Planned Center Pressure: . 1-3 fiJ Transducer Readings Befor<l'Packers*lnflated': Top B /. 5.4. ; Middle 5 @, 44: ;. Bottom: . <(~. 1!-((*J~ 54#28. Transducer Readings After Packers Inflated: Top 2 i ~ 4 S ; Middle
51 * "=1* "Z.. ; Bottotn: S'L\\.. (J(p MP-41"3
£ 4 S~c;()(ii'r..JCG' FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer
Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference IZ5(£&,1.U 1~\\ ~"':\\'.. I{J(JJ
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DOUBLE PACKER BORif,HOLE PERMEABILITY'TEST DATA SHEET Page 2 BORING: M p ~ill 9 DATE: ":J. - 1 \\ - I '?? DATA co:t,LECTED BY: 70.1'-'\\. !\\1( c G'Lt...h77~-~ Gt.,P:o 4£1~ SliUT -lN TJ.:ST PRJlSSTIRE* ld &. S~' ps~ r 1"\\:I~I/J TIMEl SURFACE GAGE minute PRESSURE; psi , \\ L. t>< I? ----* I .",.( 1,.,-1,;:::..-- \\'1.:::-:-- EQUIPMEN1' USED ~~ i ri g,cC(.I Aft/t"tJ. /, ,t/1 ~ ll Teih @l tt-/1,/13 CENTER~ PRESS Sl Transducers: Level Tr.oli'700 Serial Numbers: 335896/R24844 (shallow) 611.2/13; 315381/R24039 (intermediate) 6120113; l41142/R20367 (deep) 6/20113; 3153SO/R24038 (spare) 6/20/13......,.. _________ _ Surface.Pressurc Gage: (Both Wika 213.53) - MW~3 (at pump); MW-4 (at totalizet*) 6111113 ____ _ Barometric Probe: (Baro Troll) 121315!R22669 6/12113 Flow Meter: (Master Meter 1344) - 8824788 field checked 6/25113 Stop Watch: (Sgortline 220).:. L286/2786 6/10/13 Date of Calibration~..Qntes in italics after eguipment set*ial number Calibration due: ]ost Testin"'-----~~ PtL£"6 ! NCL.U 0 G,i' ALL s Ci~L/t=l...fC5 ~ MP-4V3 z:.l+ (6) ~ (/) I ~ ~ 01: ~ I \\ . 1"5, 4~.S'B ('<\\"? -4\\~ :z: q. (6)
.

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t*~~ L\\?. ~sa MP~t.\\\\1~ c. A:- (\\) ~fb\\ "3' [{ii-.~ \\\\ ~~~?J814\\1'3 l'v\\P,A\\~ z4 (""r) . £.(,6 \\ 3 -({J'::( "' l \\ (~I '381 tZJ8 MP"" L\\\\ej ~4. (N\\) ?_,(f) 1 '3 -(/)':/ ~ I t I '?1 ) L\\. <t? l ¢JLI )v\\ p~L\\\\1:) ?.. 4-li'A) ~<bl 3 ~ d>':J- - I I l~lL\\(t),fl4 MP~4\\'? Z4 (L) ~$1'3- (/)':/- - II 1'~., 4 \\ -4'0 lv\\i?- 4\\t;} 'l4 (~) R..(JJC3 ~ ¢1- - I \\ r~.L\\\\AIZ1 Form Approved for Use on Clinch' River SMR Project ~J. A. T!Ce1 Technical Lead \\/-1 $1...., r:EXC&L \\f..!(') l_ ~X:C:EL vu*'5L_ E.X:C.E:'l \\O~L t::'XCE'L _____ ~-~-- . _ FormRev. O.~Reviewed by S'JL.l1--f'pJ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-321 of 515
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 !Max Test Pressure (Po) (psi) 1/3 Po (psi) 2/3 Po (psi) 112 Po (psi) Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 SequenceD 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance)) Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOG Number of Pipe Sections engtn or stickup above 1 u~; (Tt) 70.79 45 81 27 54 41 center 1 est Pressures (psi) 72 99 126 86 126 13.29 21.12 99.00 4.69 6.60 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-322 of 515 lnllatiOn Pressure (psi) 122 149 176 136 176 Test Date Prepared By Checked By
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC. Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 Boring: MP-419 Zone: Z5 104.5 feet to 112.0 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) t:lapsea 11me rlow rate t:*lapsea 11me Time (minutes) Pressure (psi) (gpm) Time (minutes) 8:46:00 0.0 44.23 10:09:00 0.0 8:46:30 0.5 44.23 0 10:09:30 0.5 8:47:00 1.0 46.47 22 10:10:00 1.0 8:47:30 1.5 55.25 30 10:10:30 1.5 8:48:00 2.0 58.74 36 10:11:00 2.0 8:48:30 2.5 61.87 46 10:11:30 2.5 8:49:00 3.0 63.38 50 10:12:00 3.0 8:49:30 3.5 65.50 60 10:12:30 3.5 8:50:00 4.0 66.11 60 10:13:00 4.0 8:50:30 4.5 65.50 60 10:13:30 4.5 8:51:00 5.0 65.00 70 10:14:00 5.0 8:51:30 5.5 64.51 60 10:14:30 5.5 8:52:00 6.0 65.59 56 10:15:00 6.0 - 8:52:30 -6:5 65:67 --64 ro:1 5:3o ---o:5 8:53:00 7.0 67.10 70 10:16:00 7.0 Pressure (psi) 44.61 no reading 44.61 53.87 58.17 58.92 59.73 60.25 60.57 60.73 60.92 61.03 61.20 - 6P\\2 61.48 8:53:30 7.5 . 6723 80 =-1Q;i_Q:3Q ---'7;_5_ --- - 6J:.fi1 8:54:00 8.0 66.68 70 10:17:00 8.0 61.65 -*** 8:Q__4:3_Q. 8.5 ..6.6J8 -- .80 j _0:1.7:30. 8.. 5 6.1..65 8:55:00'

g,(j 65.87 76 10:18:00

!:Hi 61.76 8:55:30 9.5 65.56 94 10:18<30 9.5 61.79 8:56:00 10.0 65.26 54 10:19:00 10.0 61.82 BREAK--Thunder 10:19:30 10.5 61.85 9:22:00 26.0 45.00 10:20:00 11.0 61.63 9:22:30 26.5 50.13 56 10:20:30 11.5 58.53 9:23:00 27.0 55.00 70 10:21:00 12.0 57.04 9:23:30 27.6 59.00 84 10:21:30 12.5 56.19 9:24:00 28.0 60.18 110 10:22:00 13.0 55.56 9:24:30 28.5 61.94 60 9:25:00 29.0 62.66 70 9:25:30 29.5 62.99 80 9:26:00 30.0 63.19 80 9:26:30 30.5 63.08 80 9:27:00 31.0 63.16 80 9:27:30 31.5 63.17 90 9:28:00 32.0 63.03 70 jrlow rate (gpm) 30 100 70 70 60 80 84 80 86 90 70
r oo 74 6.6.
80 Prepared by: ~ OT Checked by: ~J_ Sequence C (Po) 1 t:lapsea 11me Time (minutes) 10:50:30 0.0 10:51:00 0.5 10:51 :3.0 1.0 10:52:00 1.5 10:52:30 2.0 10:53:00 2.5 10:53:30 3.0 10:54:00 3.5 10:54:30 4.0 10:55:00 4.5 10:55:30 5.0 10:56:00 5.5 10:56:30 6.0 - ro:57:oo
s:s 10:57:30 7.0
1:0.:.5.8:.0.0. -
-z.5 10:58:30 8.0 Date: Date: Pressure (psi) 46.1 1 54.56 56.58 57.66 58.54 59.00 59.38 59.68 59.92 60.19 60.41 60.57 60.72 60:9'1 61.07 . 6.t23_ 61.29 .80. 1.0.:59:00 .8.5- . 6.1.30 90 T0:59:30 9.0 61.37 70 11:00:00 9.5 61.38 90 11:00:30 10.0 61.44 72 11:01:00 10.5 61.46 84 11:01:30 11.0 61.56 60 11:02:00 11.5 61.52 56 60 54 Sequence B: 11.5 minutes: may be pulling air from first tank SequenceD (1/2 Po) Sequence E (Po) t:lapsea 11me r1ow rale Time (minutes) Pressure (psi) (gpm) Ti_me 0:00:00 Not Tested 0:00:00 0:00:30 0:00:30 0:01:00 0:01:00 0:01 :30 0:01:30 0:02:00 0:02:00 0:02:30 0:02:30 0:03:00 0:03:00 0:03:30 0:03:30 0:04:00 0:04:00 0:04:30 0:04:30 0:05:00 0:05:00 0:05:30 0:05:30 0:06:00 0:06:00 0:06:30 0:06:30 0:07:00 0:07:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-323 of 515 t:lapsea 11me (minutes) Not Tested jrlowrate Pressure (psi) (gpm) 1r1ow ra1e (gpm) 60 80 90 80 70 90 80 80 80 80 80 80 80 80 8.0. 80 80. 80 80 80 80 80 80
'E ~ ~ Ol .9 JJ.. MP-419 Zone 5 120 ~------------------------------~------------------------------------------------- 100 ~--------------------------------------------------------------------4*~--------------- 80 "*----* ---~-~. 40.. ***********-**** 0.0 s.o 10.0 -- 1/3Po 15:0 20.0 25.0 30.0 35.0 Elapsed* rime (minutes) Notes: Test pressure approximately 1/S*of the maximum test pressure (Po), Flow rate typically maosured ovol' a 30 second int~rv&l. MP~419 Zone 5 120 ' '"'"""''''""""""'"""'""'""'"'""'"'"'""""""'""'"'""""""'"""'"'""""'""'"""'" """'"'""'"'""'"""'"'""-""""'"'"'""'""'"'"'""""""'"""""""-*"'"'"""'""'"'""""""'"""'""'""'"""'""'""'"""""""""""'""'"'""" ""'"""""""""'"'"'" 60 40 ---- -* ~~~---~*-~~---*~-----*--.... *H-~*~*-*-...__ ________ HO _____,........._., _________,__, ____ ~-------- 20 .. -*---------------*-----.. ---*--"*-*-*-----**-*-"'-"--****--*---------------*-*-*-------~--- 0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Elapsed Time (minutes) ........... 2/3 Po Notes: Test pressure opproxlmately 2/3 of the maximum test pressure (Po), --*--*... *----*-:.... _, _______.,_ ________________... ______________________________, __ F,I~~!~!".~YE!~~!IY... ~~-"-~"!!~~~:.. ~.. ~~!!:C:~.d.. l~~e.~:............... ___________ _ Prepared by/Date: t:-l-lL '?(/// c~~cked by/Date: ptJ-J, :;;u /d Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-324 of 515
100 *~----------------------------------------------------------------------------~----------- 90 *1---;*'1<.,\\"-----*7\\ 80 +------f-----1'(---+---1~*~~~"""*""'-""'Jtt.oo*-~-'"..-w....,.,.._,.._.N-'--..j\\-~~~-A**-"'-,...._"<o/fo-*'""'<ii-*------------- / \\j 70 t----r---------4----~----~----------------------------------------------~--~---- 60......... L ~.. ---*----.. -*-*******-***-*****-.. -... ------**--*-- 1 ~ 50 +----------------------------------------*----------------------------------------- .9 u.. 1 40 -----------**--*--*-*** .. -... ---.-~----*-**-*-* *-*--**-*-----*-* ------.. **-*-"'*-**---*-***------... --. 30 20 +--------------------------------------------------------------------------------------- 0 +-----------.----------r-----------,-----------,-----------r-----------r--------~ 0,0 2.0 4,0 --Po 6.0 8.0 10.0. 12,0 14.0 Elapsed Time (minutes) Notes: Test pressure approximately ai the maximum.test pr*essure (Po), Flow rate typically measured over a SO second Interval. MP-419 Zone 5-Not Tested 1.2. -*---*------~----------------*-*----- ---~-----.. -*~----*------*--*--*-*-----------~ 1 0.8 +---------- -----------*--__, __________________________ _________ _ ~ 0.6 -.. -.. - *- .. **.. - **-*-------*-""*---'"'""'-'""'-*"-- ""'"'""-"-"'"""'"- '"-""'-"""""""'"-""""""';,.... __,..., ____..., _____._,. __.............................................. _ ___, ___ ~--....... - ~ 0.4 +--------------- ----*----------------------'------*- -*-------- 0.2 ______................................................. _ _, _____, ___,.._, ______............................ - 0.. ~*M *.. -*.... - .. ~~........... ~- *.. -*~--*- *~r"*~"'* *--.. *-k_.... _..,....,..... _,_...... - 1.................. --........... - .. ~-.... - .. 1..... -~..... -............ -............. -..................... r".... -............................. -... -.......,_.... _.. r-..... ---....... -b..... - M ~ M M M ~ U Elapsed Tlmo (minutes) Notes: Test prassure approximately 1/2 of.tho maximum test presstrre (Po), Flow l'ate typically measured over* a 30 second lntarval. ~-------------------------------*---------------------~*----*-------------- Prepared by/Date :_---7-riC._l-\\..,...l....,..... "T' /_(7e/.....,1 t,-{ _ Checked by/Date: ---J-7. c..h<<!!:J~-~,_,V/._.,11f-</l~¢.!::........_ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-325 of 515
DOUBLE PACKER BORBHOI..E PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR Prolec~ JOBNO. 6468-13-1072 DATE: ':f.- I f.D~/3 Boring No MP-41~ Borehole Dlameter,ln.:~~a_ Total Boring Depth, Ft.,27.:..¢ Gnd Elev, Ft: -=199.-;f
Casing Height above ground, Ft:~ ':l Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): :1-99. 3-
"' Datum TEST 10: M P
4 \\9 Z..:S Test length:
';f=, 5 Test Section Qepth (frorn Datum): From I 04
8 To l VZ..

3
'iFt*-::e?... ~~..\\.. ~-lu!'~"l (A) Depth to Water Table From Datum, Ft: -%~ ~ Teet Water Temp: '0~ 1':!. Baro Pressure, psi: \\A,, c;, '2-(B) Surface Gage Height Above Datum, Ft. /?.. * (o"'.:) Depth to Center of Test Interval From Datum, Ft: \\ ¢ 8.5~ (C) Distance Water Table to Center of Test interval Ft. 3..!/L.!cip Static water pressure at center= (C.62.4/144) 1* Baro"' 4 5 MAXIMUM TEST PRESSURE, Po= ([A+S*1] + C*0.57) [Po"" Jll.._j Test Pressure' sequence ;o 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D E Po Values: 1/3 Po ::: ~ '3:...: 2/3 Po=~: 1/2 Po=> L\\-\\
Add Appropriate Po value to static pressure at center of test inteNal TEST NO. J>t\\P~.~11'3 -:zsi;:~ce No. - --A Planned center Pressure:
~n~S~,. ~.- tlJ.:.~ \\~~ Transducer Readings Before Packers Inflated: Top f? 2., 2.ta.; Middle $4. 4 e, : Bottom: 4 8. 3¢ Tral'\\sducerReadlngsAfterPackers Inflated: Top (.?,g., tl \\
Middle
44. M: Bottom:
48, \\~ /VlP-4.t;r ~'5 s 6/J2 (..( l$ A.) C. if: A. FLOW METER READING, Gallons Middle
Time, FLOW,gpm
.Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference WL I:J,§&Jifo..J .p B \\ *-" \\ ({J(J .44.0.3 ¢ +\\~~; S'Zl ./1 j"'.t:J-:n*."'d"' 1-"L...::.w ~~ \\ Ll,t.. ~ ~Q? \\ \\L..SB _ _D"Z;_~B ({) cj) ¢8 \\'J.\\.. ":\\;-\\(bCf \\ l7.'55 \\ \\Z...(od.y ~ t 21.. !~8 iA-":.\\IJ(/1 \\\\Z..~~ \\ \\Z.54- \\~ ?,(j ¢81 l\\S~<PiP \\ \\Z.84 \\ \\:,(i)'2.. \\8 ~{., ILl$ l J\\8 \\ *~ql \\ \\"':>IP'Z.. \\~£,[5 z:~ 4(.. $'[!, ', /Jvo:J \\ I(JfJ \\\\~ 1'5 \\ \\1>SCP
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From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project* J. A. Tlce, Technical Lead Clinch River Data Report Rev."4 CRP-1112.16 Page E.3-326 of 515 4L\\,?,.::,
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DOUBLE PACKER BOREHOLa Pl:!RMEAB!L.ITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch RlverSMR Prolect JOB NO. 6468-13-1 072 DATE: 1Z-IC.,-13 Boring No MP*419' Borehole Dlametet, ln.: 8,8 Total Boring Depth, Ft._;2i£:~ Gnd Elev, Ft: ':?99,4
Casing Height above ground, Ft: ¢, ~
~ Elev. Top of Casing, Ft. (Gnd Elev +Casing Helght):"t'?S>. ':\\ "'Datum . "TEST 1~: M P-4 \\ 9 'Z. '5 Tesliength: ':f, s Test S<;lction Depth (from Datum): From I tb4, 8 ra t l z. '3 (A) Depth to Water Table From Datum, Ft: '0'1-, 'i-S 1 (13) Surface Gage Height Above Datum, Ft. g,' Co '5 Test Water Temp: 'e;; r:l>" I~ Baro Pressure, psi: \\ 4 1 t;) "2.. Depth to Center of Test inteNal From Datum, Ft: \\ gj f), 55 1 (C) Distance Water Table to Center of Test Interval Ft. ~\\f;j Static water pressure at center"' (C*62.4/144) + Bare" 4 5 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*0.57) [Po"' Test Pressure sequence:" 1/3 Po, 2.13 Po, Po, 112 Po, Po Sequence ID: A B C D E. Po Values: 1/3 Po==_,... __ ; 213 Po"----'----'; 1/2 Po::: Ad~~p_!"o_priate_P?~~e to static pressure at ~ntar oftes~ln~e_ rv_ al_

~EST NO. M--p-4~'£s~uen~ -No.-*-* A Planned Cenlel' Pressure:

f 2.. Transducer Readings Before Packers Inflated: Top & ?, ?:.lo.; Middle 4A, 4 B :. Bottom: 48.3¢ Transducer Readings After Packers Inflated: Top ---~-; Middle ------ Bottom: __ MP-4tY e'S S (!S~I,.lCSiJC.C::: /~ FLOW METER READING, Gallons
Time, Minutes Initial Final Difference 08; ffi\\ IP£1) i \\ '=\\* \\ cs
\\ \\ -=l:C5 3 38 ¢8: S<;a; '3(1 \\ \\ ':\\<;;, ~ \\\\ 8/P<.P 4+ ¢8: !{)&, trPLI I.\\ 8CO \\ 2'3l3W \\~VS'3 \\ l.~ ~"'S
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From Preliminary Boring Layout Survey

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-327 of 515 (CM,T't:> ~

Middle FLOW, gpm Transducer Surface Gage REMARKS Reading, psi

Pressure, psi 1-G.o G. s,.S-:t G,S

<:JL\\ . (p s /:z)(., <!>S -5~ (p<;), 20; G;'S ........ ~- 4-CS,tMP \\<,:6 23 ( 11-'t:.tZ~d$ e ) <!'Oil~ P:t. t:l'-> 54> _5(J),1 '3 Z.C, /I.J C/2.(;-4 S (f' Ft..ow l (/J '65 !J{j <oR.~ 84-59,/P(J c,.'5 I\\ aJ (p{];>, \\ '0 '=!-S ALL OpetJ 4,/j} (;, t, ~~ 1-C:S ':{(L) c;z., L.f.t, ~s -- SCP G;2.,'?'7. ':t"5 B(l) (o'~, \\~ '-1'5 8~ (o~.ae -=\\CO 8

'Z. Depth to ('..enter ofTest Interval From Datum, Ft: \\ ¢8.;}5 (C) Distance Water Table to Center of Test Interval F\\..:J.f/;..,.f/(/;j Statlc water pressure at center"' (C"62.4/144) + Baro = 4 5 MAXIMUM TEST PRESSURE, P'o = ([A+B*1] + C*0.57) [Po= 8 \\ 1 Test Pressure sequence;:> 1/3 Po, 213 Po, Po, 1/2 Po, Po 1>. Sequence ID:
A B

C D E. Po Values: 1/3 Po= '?..J '::\\

213 Po=

'5.\\ : 1/2 Po= ~ \\ Add Appropriate Po value to static pressure at center oftest Interval I. - -----r;::-------- TEST NO. AAP~4t9 ~~quence No. '8 Planned Center Pressure: $* ~ Transducer Readings Before Packers lnfialed: Top & &;, ?..to.; Middle Transducer Readings After Packers Inflated: Top &Z * ~ \\ ; Middle tf-4, 4B :. Bottom: 48,'3¢ 4L\\. *z.t\\--: Botto~;

48, 15 Jv't p ~ 4. (';)-

~:5 S C.f't$2UI:SIV C.c:f.= FLOW METER READING,. Gallons

Time, Minutes inlllal Final Difference

\\!PI, <O":J I ~(/) l'Z?.5 'OCS )-w- ~~ N_ 6 '"R "(Ji' cP~ \\((). tist. \\~'7>8'5 \\ ~(Q(/)(j) ~s ( *, <ll ~ UP\\. f,ti> \\'?..Lbl/JCP I"Z.L:.StP S<P "'\\(j.l~ \\ \\\\I.PrP \\CJ.o<:j¢ \\'l.<..,t)c.:) '?:l'::s \\ (/)~ \\\\~?,(?I \\?v!oBS I 2. ~Z<fJ -os \\{j)~ \\~*.(bif) 1z ~rz~ 1- ~Slfl ~(/J ~!PI\\ ~V5</) * \\2..':\\:'5(/) \\ '2:.. 1-SJCJl A,(/J \\(~\\ n~

tft'/J

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From Preliminary Boring Layout Survey Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-328 of 515 Middle FLOW,gpm Transducer Surface Gage REMARKS Reading, psi Pressure,. psi L~l\\~ I

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[5(/J <.a"* ~s ':{. '""2... (3(/J & l_.~:; ";:\\-'"Z_ DOUBLe PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1. of2 PROJECT NAME: Clinch River SMR !?roiect JOB NO. §468*13*1072 DATE: ':jl-ll.a-13 Boring No. MP* 4!~ Borehole Diameter, ln.: <3,8 Total Boring Depth, FL :2 :C¢ Gnd Elev, Ft: 199.4

Casing Height above ground, Ft:~ c;,

Elev, Top of Casing, Ft. (Gnd* Elev + Casing Height): '!799. ':t = Datum 'fESTI~: M P-4 ~ 9 Z &) Test length:

<

. 5 Test Section Depth (from Datum): From I 1Zl4
B To ll Z., 3 (A) Depth to Water Table From Datu~, Fl: ~~.1-S' (B) Surface Gage Height Above Datum, Ft ~

Co ':1 r

Test Water Tam:p: 'D~" 1:z. Baro Pressure, psi:.J..:b~ Depth to Center ofT est Interval From Datum, Ft: \\ <Jl8.f;2S (C) Distance Water Table to Center of Test Interval Ft. 3.. 1/l.. !ll/j Static water pressure at center., (0~62.4/144) + Baro = 4, 5 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*0.57) [Po= 8/ J Test Pressure sequence;:: 1/3 Po, 213 Po, Po, 112 Po, Po Sequence ID: A B C D E. Po Values: 1/3 Po '"..li_: 2/3 Po:o '54- ; 1/2 Po" 4\\ Add ~pproprlate P9_yal!:!_e.!_o ~!atlcup~~SIJre __ ~_l_9~nter ~ t~t _ID_t~~al _ _ .. - - - ~ES;~~.-At\\~ =4~9-%i~u-e~ N~~ ----:-Jo- -. --~anned Center Pressure: cy:p Transducer Readings Before Packers Inflated: Top &! iC, C.f-a.; Middle $4

4 e :' Bottom:

48.-3¢ 4'6, \\S Transducer Readings After Packers Inflated: Top ZZ * *~1 : Middle L\\-4

Z 4-.: Bottom:

MP*4fS ~"5 s ~ t:2 C..( 1:S A.) c. e:: 5 C..~IJ'T 'o FLOW METER READING, Gallons Middle

Time, FLOW,gpm Transducer Surface Gage Minutes Reading, psi
Pressure, psi initial Final Difference

\\Cl)) \\ s \\. <Jl(jl \\ ~\\ '7S \\ *~,) Z...A<O 4CS <4dJ 4>\\,"~(.. .:::{-z.... ,m; \\B;~ctl ~ ~~/Jift ~ *~ ?->'::\\5

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\\ '">:J~~ ~~ ~SB '30 =I-?: (o ~I <BS l.c>8 ~ cp ~ '?.- tP UP ¢ ~~1>S8 \\ '~l\\<DW Ll 84 (o \\. <.s>*s A:(/J tcP ~ '2.-({J ', 3@ ~ ?I\\$(Q" v~ L\\ ~(/) ?:>rt> ~() SB,'5".)

,~ ~

"'P**S:ftJ;?t.. 'I P~t..L.U*-'4 Au~ t:teo,..._ p!r£5 "?' ~

~A~cp V'?>L\\W Z..Zl s*i. $4

rAt..JI<:.

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From Preliminary Boring Layout Survey

. ~_o-~ ~~proved ~o~'us~~~-~~~~~~~~Jvor SM_~ ~~oJ:_ct-J._~*--T~~~~echnlcal_ Lea~ _-- -**--~ _form Rev O-Reviewed by.fib: ('2.-{(~((~L __ *_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-329 of 515 DOUBL:m PACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORING: M p~ 4 \\ '? DATE:. ] - t l.o-I '3 DATA COLLECTED BY: *io.....,_ M c..6JLI....I J7 M., a dDDA.rcD SIWT-lNT:ESTPRESSUR:E: N/A ~z.. vtL\\\\~liJ psi

TIME, minute SURFACE GAGE PRESSURE; psi Page2

~i.J. 9,c d A fp)l'l".) f, ~{I :C-o., e. 5 ..,.--r5ts ~~,. ~ I. Zf>'"'V yjl-. tvll' (0 CENTER TRANSD~ . PRESS __!.l.l:Yllfl}st ___:_,;..~- -- ---- EQUll'MENT USED Transducers: Level Troll 700 Se:rial Numbers: 335896/R24844 (shallow) 6!12113; 315381/R24039 (intermediate) 6120!13; i41142/R20367 (deep) 6!20113;. 315380/R2403B (spare) 6/20113.,_.,..., ----------- Surface Pressure Gage: (BothWikn 213.53)

M\\V*3 (at pump); MW-4 (at totalizer) 6!11113 _____ _

Barometric Probe: (Baro Troll) 121~15/R22669 6/12/13 Flow Mete:r: (Master Meter 1344)- 8824788 field checked 6125/13 Stop Watch: (Sportline 220).:.. L286/2786 6/10/13 Date *of Calibl'ation: D.ates in italics after equipment sedal numbe1*

Calibration due: _Post Testin.g_~----

FtLc'f::, /Ncu.-~o,;;: ALL. S -.0. '"~s ~ 8"-i::-L/1£1...,~ N\\ P~41-, Z..'S 1'-<\\? ~4tt) ;l:l:) MP-4V? c. (-5 lv\\.\\:>, 4 \\C) zs lv\\P~ 4\\9 t'S i'v\\ p~ 419 C.'S M'P-.4lCJ t.S IV\\~- 4.1Sl -cs (6) (6) (-r) Ct) (\\'A} (\\\\A') (L) (~) '2; (,6 I ~ - tP':t " f e,. ~¢ \\ 3- ¢>? - f (p f:,Cb \\0. (jlt-.- /lp . 12-.C/i \\'?> - (/)1.. I(,., ~ (,(J 1'3 - ¢';/ ~W\\ 3-il>'r - fl.,

Cctl I '3 - all- - /*(,..

~(1)1'3 ~ (/1-:J- - I G.. I <P, 2 4. tj.(.. I r./J. *z-4, LJ<.... I (/), Z'S I '3£;., l <'.tl. 2. t;;.., S4. t¢, 2-~: 14 I' (/), z.-,.1 14-I()}. Z 8,4 2. I(,/), 28,42.- Form Approved for Use on Clinch' River SMR Project-J, A. Tlce, Technlca I Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-330 of 515 V-IS(...., 1!:3)<.0£'L Wi:>L, E:)(<:E'L y.j '5 L E.>CCt;:'L. \\}'...)"t;.t_. 'EX.C.E;L.. DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Proj~ JOB.NO. 6468-13-1072 DATE:~- ~~-13 Boring No MP-419-Borehole Diameter, ln.;a,g Total Boring Depth, Ft..3 ~.¢ Gnd Elev, Ft: ~~994

Casing Height above ground, Ft: ¢, ~~

Elev. Top of Casing, Ft. (Gnd Elav +Casing Helght):'!i'99. ':t

Datum

....c TESTID:MP~4~9 e.'Jrastlangth: -::;z:.s TestSectlonDepth(fromDatum): From ltb4,8 To LlZ.'3 (A} Depth to Water Table From Datum, Ft: ~~. ':.}- S 1 (B) Surface Gage Height Above Datum, Ft. h~.? Test Water Tem.p: ~~.. J:!. Baro Pressure, psi: \\ 4, 5?.. Depth to Center of Test Interval From Datum, Ft: \\ ¢ 8, 5 S t (C) Distance Water Table to Center of Test Interval Fl. ~f/5 Static water pressure at cente1*= (0"'62.4/144) + Baro = 45 MAXIMUM TEST PRESSURE, Po= ([A+El*1] + C"0.57) !Po= 81 1 Teet Pressure sequence= 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A B 0 D E:. Po Values: 1/3 Po '"' :0 ':f ; ?13_P~= 5 4- _;_j/~o" 4 I 6_d_g_~ppj_QprJ~tE}}'o_yalut:tN...matlo pr§~~ute_aLcenter_of tesUntervaL___ _ - - --.. -- --- -..;.-e; TEST NO. MP~41'? O:ZS"i?quence No. C Planned Center Pressure: I'PG:, Transducer Readings Before Packers Inflated: Top fJ 'i-. 2../.o ; Middle $4, 4 B :. Bottom: 48.3¢

46. l5 TransducerReadlngsAfterPackerslnflated: Top z-z.. *~I; Middle L~4d 2A : Bottom:

~) GJ:62Ut:EIV C.C,::: c FLOWMETER READING, Gallons Middle

Time, FLOW, gpm
Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference REMARKS

\\¢', c:;.,Cfl! 3({J \\*~~t;;S 4tol\\. \\ lo'2. lila:&tAI t A~ 'P<Ii4P,':;,/f.' \\ IP l S \\ \\ {fi(j) \\ 'b<'S 5S \\'3>? BS ot.P ' {jJ \\ *s \\ ~. *? l/ \\'~SSS \\."~<..:. '?.J'i':! 4tJ \\ IJl \\ c& ZHM \\'7>~6S \\'3 ~7ft{) l\\c.::, \\ ?>~ \\ (j> ~ "5:3 l ~il \\ '~ ':\\'l.\\'3 \\"S *~~ 1.\\-~ \\t(> ~ r:;A \\ 1/JID ~-:l..)~-S)(/) ~'"?:. 6~<0 br(./) \\ iP l ~t\\t'3~ \\'~'6~

;)'&'::\\qJ V3 SJ U/J L\\(.1) \\ /p( C0'51 '3~ \\ ~\\ l/) \\~ <?> Sf(J IJ,rj 'cP t <04\\1./J~ \\~~':)qJ ~ ":> 991/) 4ul \\ltl\\SG>l~q ~ ~C)<j(p n t/J7J(f) IJ.dJ \\!P i '5't-\\ t.p¢ \\A({>~d -B.o:tw L\\(j) - .\\ qJ ~ q; '::) / '?>~ \\A cO'=l,cp \\L.\\U(J) 4ilJ \\lP \\ '5 B U{J(J) ~4.. \\1.</) \\A \\CSf.# 4lll \\Ul t 55~ 3<0 \\A-~~{/} \\L\\\\9lt1 4t0 W: CS'?'t$ul \\ A\\C)lP \\,/}, 2.31/) 4tD
From Preliminaly Boring Layout Survey Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-331 of 515 1/.../lt;><;; OP&=/..J)

(,{f) SLI..~CD (oc.;) B(P 'i)(Q 1'55 '-'>CS 9tP '5~,G.L. G.>8 8lftA.e 158 f~4 ":\\cD 'i<b ?S),U) {II "t<P 9f1 ':)~ :~z;

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't(Jl 8(f) l.D~.I~

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~ $(1.) C.OLZ"::).
qq 8¢

~t.*;.w ~:[.(0 DOUBLE PACKER BOREHOLE Pll!RMSABILITY TEST PAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: C!loch River SMR ProjQCt JOB NO. 6468-13-1072 DATE: 9-llr I 3 Bortng No MP*4!'3' Borehole Diameter, ln.:*5 18 Total8orlng Depth, Ft. ;3 ;c.¢ Gnd Elev, Ft: -:r994

Casing Height above ground, Ft: ¢,-a.. ':l Elev. Top of Casing, Ft. (Gnd Elev +Casing Heigh!); '199. ':\\-

=Datum .....c. TEST ID: M P ~ 4 t 9 Z. 'J Test length: ":f. 5 Test Section Depth (frorn Datum): From 104,8 To ll Z * '3 .,~,-::~e.:l (AJ Depth to Water Table From Datum, Ft:.~OJ;.....~;;..:*;.....r:.....~ (B) Surface Gage Height Above Datum, n. ~

Co '::I I

Test Water Tem.p: <r.,QS" t:!. Baro Pressure, psi:_\\ 4, ~ '2 Depth to Center ofTest Interval From Datum, Ft: \\ (j)S.SS (C) Distance Water Table to Center of Test Interval Ft..3.1/l..,.fi~f;j Statio water pressure at center= (0*62.4/144) + Baro., 4 '.) MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + c*0.57) [Po"' ---1 Test Pressure sequence:" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B C D E. Po Values: 1/3 Po"'_; 2/3 Po=_; 1/2 Po= . Add (\\ppr9prl~!E>_Po_v_gl~e to_~a_!lo_[lr!7s~~r~_~I_Qe_nJer_Qfl§s\\ illi~!.V~L ___.

~~~~~~A~P~4t9%~~e~~~

-- - ~--

- P;a~nedCenterPressure: ----- Transducer Readings Before Packers Inflated: Top f;- Z.1 G(q_; Middle 4.4, 4 e :. Bottom: 4 8, '3 ¢ Bottom:....._.::::::___ 5 e e P".t e.. 1-Transducer Readings After Packers Inflated: Top _____ ; Middle ----- J0P

41$-

=e;~ s cstJ:u.. ( ($.v c.c;:. FLOW METER READING, Gallons

Time, FLOW,gpm Minutes Initial Final Difference

!lb:S~'<~lP l J. '2-1,.1.() \\ A'?.. ;-; CfJ 11 *(/) BlP \\ \\\\. l/J(/) t {j{/} \\A 'a, '"::.I,(/) V\\ "l \\ !J..(j) a*f/J \\\\\\ ¢'2'./Jt./J \\M~w \\ ~ 471.(/) lJ.(j) B¢ \\\\\\ tiz.~ ]{j t/J'5 L$(} \\\\\\(11;,~0){1 ttl ¢14: 4-S

From Preliminary Boring Layout Survey Fonn Approved for'use on Clinch River SMR Project-J. A. Tloe, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-332 of 515

$.17.-- r 1.. -I {-*IJ Middle Transducer Surface Gage REMARKS Reading, psi Pressure, psi (., l, ";~)1* ~4) . (o l:~g ~(j.i ~\\,tV\\ ~(J) U.\\.,,A(..

~(,0 C...l.C$</

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~

'52.Z.cJ toP ?;v.i.u:;.., Z..?,/8 1----.. -- I ..FormRev.O-Reviewed by SQ'--: - ~~~(~!?. DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2

BORING:. MP ~11 2 S"{;

DATE:_ 111, jp DATA COLLECTED BY: -JYn, GoJ J.,.J n~--.. Me~l/ SHUT~IN TEST :PRESSURE: tf/A psi

TIME, SURFACE GAGE CENTER TRANSD~

minute PMSSlJRE; psi .. PMSS~*ps1 '1\\.L-*0 ~ .I ....( .LA_::--- l~ EQUIPMENTUSED Transducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6/12113; 315381/R24039 (inte1*mediate) 6!20!i3; l41142/R20367 (deep) 6120113; 315380/R24038 (spare) 6/20/13_.,... __________ _ Sul'face Pressure Gage: (Both Wil{a 213.53) ~ MW~3 (at pump); MWw4 (at' totalizer) 6/11/13 ____ _ Barometric Probe: (Bat*o Troll) 12131S/R22669 611?113 Flow Meter: !Mt:!ster Meter 1344)- 8824788 field ch.eclted 6/25113 Stop Watch: (Sportline 22Q)...:.. L286/2786 6/10/13. Date of Calibi*atlon: Dates in italics after !ilguipment serial number Calibration d~1e:

_post Testing*-~----

Ft L.o'& J NCLUO (£'_ ALL N\\P~ll,.\\:> _ z. se. \\'-AS:>~ 4\\9 Z S C I\\1\\P-4\\'9 C.SC IY\\P-4t') ZSC IV\\P-4l9 't~C /V\\P~A\\'9 z.5c MP~ 4\\9 "l. 5C l'-1\\~::. ~ 4 I 9 c CSC (6) ('5) ("l) Cr) (N\\) (1\\A) (L) (L) S t.U'i;!.LIGI-/C5 ~ ~(,2) I~, ¢1- * ~~ ~¢ t 3 ~ ({)1 - I~ "e tb \\ "3 * (J)?**.~ It.. .?,. (.b v~.... ern "' ~ <-<> ~(/.)I '3- (i)1* -./{,. ~¢1 3- (/J"f - 14 2,q:w3-qJ1, - It,.. R.-(JJ n - rp"1r - rt... II. (/)':/,/ tJ I I. t/P'1./ 8 t L' 415A8 H. Y7'5,L)g -t\\1 (/J';J/~9 II. QJ','3Sl \\ \\. \\4~ l.IP ll. l4 d /J Form Approved for Use on Cllnch.River SMR Project-J. A. Tice, Technical Lead '\\1-.I:)L... r5XC6:L. VJ t> \\_ f2)(t:E'L \\U ':SL.. E>CC..E:'l. W"SL. EX.Cl;;;L Form Rev_o,Reviewed by_ Sfl:-. IZ ~/,~(?__ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-333 of 515 Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 IMax Test Pressure (Po) {psi) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi) Sequence A 1/3 Sequence B 2/3 Sequence C 1.0. SequenceD 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance)) Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOG Number of Pipe Sections ength of strckup above TOG (ft) 23.01 24 52 17 35 26 Genter r est Pressures (psi) 41 59 76 50 76 13.29 21.12 49.50 2.34 13.86 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-334 of 515 Inflation Pressure (psi) 91 109 126 100 126 Test Date Prepared By Checked By

- -*-- -~-

Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13c1072 Boring: MP-419 Zone: Z6 55.0 feet to 62.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po)

Elapsed Time Flow rate Elapsed Time Time (minutes)

Pressure (psi) (gpm) Time (minutes) Pressure (psi) 12:59:30 0.0 23.57 13:18:30 0.0 24.55 13:00:00 0.5 23.57 0 13:19:00 0.5 24.51 13:00:30 1.0 23.57 0 13:19:30 1.0 24.47 13:01:00 1.5 23.57 28 13:20:00 1.5 28.80 13:01:30 2.0 28.23 26 13:20:30 2.0 31.91 13:02:00 2.5 29.94 70 13:21:00 2.5 33.07 13:02:30 3.0 31.91 40 13:21:30 3.0 33.86 13:03:00 3.5 32.93 64 13:22:00 3.5 34.31 13:03:30 4.0 34.70 54 13:22:30 4.0 34.64 13:04:00 4.5 35.47 96 13:23:00 4.5 34.85 13:04:30 5.0 35.75 80 13:23:30 5.0 35.06 13:05:00 5.5 35.79 60 13:24:00 5.5 35.27 13':00:3'0 6.0 35:98 70 13:24:30

5:0 -

35:-46 13:06:00 6.5 35.95 80 13:25:00 6.5 35.57 13:06:3.0. -- z.o. *- 36.01 9.0. 13:25:3.0. Z.Q. ~ 13:07:00 7.5 35.97 84 13:26:00 7.5 35.79 ... 13:07:30 --------.8.0 -- -*- 35.82 -*........ 86 13:26:30 .8.* 0 35.86 13:08:00 8.5 35.91 68 13:27:00 ~5 35.8"2 13:08:30 9.0 35.92 92 13:27:30 9.0 35.80 13:09:00 9.5 35.90 60 13:28:00 9.5 . 35.81 13:09:30 10.0 35.76 80 13:28:30 10.0 35.78 13:29:00 10.5 35.67 13:29:30 11.0 35.70 13:30:00 11.5 35.63 13:30:30 12.0 35.70 Sequence D ( 1/2 Po) Sequence E (Po) 1 t:lapsea 11me II"IOW rate Time (minutes) Pressure (psi) (gpm) Time 0:00:00 Not Tested 0:00:00 0:00:30 0:00:30 0:01:00 0:01:00 0:01:30 0:01:30 0:02:00 0:02:00 0:02:30 0:02:30 0:03:00 0:03:00 0:03:30 0:03:30 0:04:00 0:04:00 0:04:30 0:04:30 0:05:00 0:05:00* 0:05:30 0:05:30 0:06:00 0:06:00 0:06:30 0:06:30 0:07:00 0:07:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-335 of 515 i t:iapsea 11me (minutes) Pressure (psi) Not Tested Flow rate (gpm) 0 0 72 80 80 80 80 90 70 80 90 90 70 70 80 ... - 8_0 8"0 100 100 80 70 60 70 90 r 1owrate (gpm) Prepared by: t!.J) 'T Checked by: ~().. Sequence C (Po) 11=.1apsed Time Time (minutes) 14:16:00 0.0 14:16:30 0.5 14:17:00 1.0 14:1 7:30 1.5 14:18:00 2.0 14:18:30 2.5 14:1 9:00 3.0 14:19:30 3.5 14:20:00 4.0 14:20:30 4.5 14:21:00 5.0 14:21:30 5.5 14:22:00 6.0 14:22:30 6.5 14:23:00.

7;0 14:23:30 7.5

.H:.24:00 -* 8.Q '11+:24:3'0' 8:5 14:25:00 9.0 14:25:30 9.5 14:26:00 10.0 14:26:30 10.5 14:27:00 11.0 14:27:30 11.5 14:28:00 12.0 Date:~ - /if Date:. .~ v* .I 4 "- .,.,. (q.,.. Flow rate Pressure (psi) (gpm) 24.38 28.75 72 30.89 84 31.7.7 80 32.38 80 32.69 90 33.01 70 33.30 80 33.52 80 33.72 80 33.90 80 34.00 90

34:08

-84 34.22 76 34:35 -- -90 34,32 90 34.39 70 3<1:56 76 34.62 80 34.66 78 34.72 62 34.81 74 34.. 86 80 34.96 100 34.97 60
MP~419 Zone 6 80.. '5 ~ 8! 60 ~ u: 40 0 +-~--~------~----------~~------*---~--~------------~------------~------------, 0.0 2.0 4.0 -1/3 Po 120 6.0 Elapsed Time (minutes) MP~419 Zone 6 8.0 10.0 Notes: lest pressure measured at 1/9 ol the maximum test FloW rate typlaal[y measUred over*a 30 second Interval. 1.00 *1------~-----------~----'---------~r-"\\':-------*------~~- e ~ ~ 60 +..................................... 1.. **"""""'"""'""'"""'""""'""'"""'""'"""'""""'"""'""'""'"'"""'"'"""""'""""'"""'"'"'"'"""""'"'"'""""""'""""'"'"'"""""'""'""'""""'"""""""'""""'"""""""""'""""""""'"""'"""'"'¥"'""""""""""'""'""""'"""'"'"""'"""""'""""""""""""'"'" ~ 20 *l---*--**--.. 1-*--*--------*--.. -*--*--"""""-------*-*-----........... _...... _, __, __...... -..... _, __,, _______,,.,_, _ _, ___, _____,..,...... _, ___, __,.,_... _, _____., __ o.o
1..0 4.0
.....,_ 2/3 Po Prepared by/Date: /Ut1-l I Lf /lLt Checked by/Date: Jh..l* ~/iid*et Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-336 of 515 6.0 8,0 10.0 n.o M.O Elapsed Time (minutes) Notes: Test presslll'e measured at 2/3 of the maximum test pressure (Po), Flow rate typically meaSUI'ed over a SO second Interval.

*-*"'*--~~--***-----*---~-*-**--.. ----*--*------*-"-***--~-~--

MP~419 Zone 6 J,20 T; ---------------~-~---------------* 20,, '"""'"'"""""'"""''"""'"'"'""""'"""""""'"""""""""""""'""""'" "'"'"'""'"'"'"""'""'"'""""'""'"""'""""'"'"""'"""""""""""'"'"'""'""" "'""""""""""'"'"'"'"'""'"""'""'"""""""'"'" o.o 2.0 4.0 6.0 8.0 10.0 12.0 14.0 Elapsed. Time (minutes) -Po Notes: Test pressure measured at the maximum test pressure (Po). Flow rate typically measured over a so second Interval. MP~419 Zone 6~Not Tested 1+*-"'""""'"""'""'""""""'"'""'"""""'"""""'"""""""'""""""'""""'"""""'""""""""'"""'"""""""'"'"""""""""'"""""'""'"'"'""""""'""""""'""""""'""""""'""""'""'""'"'"""""""""""""'""'"""""'"'""""""'"'""'""'"""'""""""""""""'-"""'""'"'"""""" 0.4-1"""""""'"""""'"""""'""""""""""'""""'""""'"""""'"""""""""'"""'"'"'"'"'""""""'""'"'"""'"'""""""""'"'"""""""'"""""""""'"'""""'"'""""""'""'"""'""""""'"""'"'""'"'"'"""'"'"'""""'""""""'"""'"""""""""""""'"""""'""'"'""'""'""""""""'"""'""'"""""""""'"'-""' 04---------*---r*-------*---,------------r-------~~-"-~-----*------*-*~---------*~ 0.0 0.2 0.4 Prep a red by /Date :_--"'~7')t1L'h1Lr::_t{"':-f-'-lf--"-;(r-/ L-;,{ _ Checked by/Date: -~-#9 .. ~-=s!-14-~f/L.:;,.::L/i..r:..*.e..!'_ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-337 of 515 0.6 0.8 1.0 F.lapsed Time (minutes) Notes: l'est pressure measured at j.f2 of the maximum test prassUI'e rate typically measUI'ed over a 30 sec<>nd Interval.
DOUBLE PACKER BORE: HOLE PERMEABILITY lEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURt, INC. Page 1 of 2 PROJECT NAME: Clinch RIIJerSMR ProjecJ JOB.NO. 6468-13-1072 DATE:'::!- ICo-!'3 Boring No M P-410' Borehole Diameter, ln.:*B, 8 Total Boring Depth, Ft. :2 ~.¢ _ Gnd Elev, Ft: 1S>5>f\\.
Casing Heigh! above ground, Ft:~
';) Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): f99, "::\\- " Datum TEST ID: M P-1 \\9 E=G:.rest length: ':f, s Test Section Depth (from Datum): From 5'5', *o To (; z' a (AJ Depth to Water Table From Datum, Ft: '!;, Cs:,.<f) '3 Test Water Tem.p: 8¢ "'P Baro Pressure, psf:.I :5* 0 *~ (B) Surface Gage Helgl1t Above Datum, Ft. ~ .* G5 Depth to Center ofT est Interval From Datum, Ft: 59.¢ 5 (C) Distance Water Table to Center of Test interval Fl. ~.~,1.2>2 Static water pressure at center::: (C*62.4/144) + Baro = f4 4 MAXIMUM TEST PRESSURE, Po"' (i:A+B~1] + C*0.57) fPo = ;/.K._ I Test Pressure sequence:= 1/$ Po, 213 Po, Po, 1/2 Po, Po Sequence lb: A B C D E
Po Values: 1/3 Po"'...l.3:..__; 2/3 Po=~; 1/2 Po= Q ~
AddApproprlate' Po value to statiQ_pressure at center of test Interval TEST NO. J./!, P -4l9 'tSequence No. A Planned Center Pressure: 4 \\ Transducer Readings Before Packers Inflated: Top Z..~A'Q. ; Middle R.>:?> * -q--=\\- :. Bottom: 5 (/). ~ -z. f08, -~A-Transducer Readings After Packers Inflated: Top ZA * \\L,
Middle
~":>,':\\~ : Bottom: &'~ 1..1 IS I<J e.G-:: FLOW METER READING, Gallons
Time, FLOW,gpm Minutes Initial Flnar Difference ll.J:"":.')"::\\3£/)
tt\\LI,~I...p 114 --* \\%\\ (flf.P :tf)fJ \\t\\A.CJG. lAl\\Sll.. 0 tl>

\\:, ~ *,p(j): ({J

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From Preliminary Boring Layout Survey Fom1 Approved for'use on Clinch River SMR Project-J. A. Tice, Techntoat Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-338 of 515 Middle Transducer Surface Gage REMARKS Reading, psi Pressure, pf?l

/0~,:}1 (/J '81.1.-.rN C :57'41f1 /""u,.._,. A-r {=!..... t-1.... f='......,..._.) . ?.. ~.%=! (zj ie..~. '5=1 o'5 ~7:>,'5'i- \\(2) 28."2.3 (.!) e~.~L\\ o<o ~\\.~\\ ~<;) ~~.~-:, 4Ci>

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~"5.8~ 5(/) 3'51S)l S4? . Eorm Rev o. Reviewed.. by ~n_ /:V ({,_/1.1_* . I DOUB!..E PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Cllngh Rlver§MR Proies;;t

JOB NO. 6468-13-1072 DATE: 'f~ l4>~t3 Boring No MP-41~

Borehole Diameter, ln.:5,8 Total Boring Depth, Ft. :2~¢ God Elev, Ft: -:r9S>4

Casing Height above ground, Ft:*¢.1..~

Ele1.1. Top of Casing, Ft. (God Elev +Casing Helght):'rf99, ':\\: "'Datum ~EST ID: M P~4 v~ ZG:.rest length: f-, 5 Test Section Depth (from Datum): From 55,';) To (e 2, a (A) Depth to Water Table From Datum, Ft: 'n ~.Q)_'3 (B) Surface Gage Height Above Datum, Ft. 16. GS Test Water Temp: 8¢ "'1;::- Baro Pressure, psi: 14ri5Z. Depth to center ofT~st Interval From Da;um, Ft: '5 9. ¢ 5 (C) Distance Water Table to Center ofTeatlnterval Ft. Jo ~,t2J2 Stallcwate~ pres*sure at center= (C*62.4/144) + Baro = 2t 4 MAXIMUM TEST PRESSURE, Po;, ([A+B*1J + c*o.67) (Po= '5.2. l Test Prsssure sequence:" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID: A B C 0 E. Po Values: 1/3 Po=~ 2/3 P-o= _ll_; 1/2 Po= Q G:. Add Appropriate Po.valua to stat_ic pressure at center of test in~ryal - *----- ~-

--L;,- -

-~ *-* *------- ---- -**-***--

-- ~-

~- - ------

TEST NO. f./1 f-'~4t '? "7!Saqi.!ence No. A _. Planned Center Pressure: 4\\ Transducer Readings Before Packers Inflated: Top 2! Z,, 4 ~ Transducer Readings After Packers Inflated: lop __,24=-..,_'_..:._\\ -"'(,'-- A ($(~-u l$ ('...) c:._ c;:. FLOW METER READING, Gallons

Time, Minutes Initial Final Difference 13~ 4!8\\"?>ltl

\\t.\\S>'7>L\\. \\?(f}i\\W L\\G~ _1_'2>', ~\\ 1/JIJ \\ S(j)l),f./J 1 rs. Jh. -=tf(J '3(k

Middle * ~3 * '

\\ '1-MiddJe*

Z,S, ::\\ z_ ~ Bottom: 5(/?,[p?... Z,8,3L\\. Bottom: (C JJ<'cJ 0 Middle FLOW,gpm Transducer Surface Gage Reading, psi Pressure, p~l ' 9'2. '"3':1, 'V2 5@ GO* '. -~~.~<fl 5dJ REMARKS r~: C/J'?".. ~& \\ ~I.P'~(j) \\c;, \\\\(/) 40 . 80 351-:tc. ~(/) E;vt;;,..(t-1, Gt.)

From Preliminary Boring Layout Survey Fcnn Approved for'use on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-339 of 515

~ Form.Rev 0 -_Reviewed by _ J~.£ ( "(,_{ (,_((!

DOUBLE PACKER BOREHOLE PERME!ABILITYTEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of2

PROJECT NAME: Q!!OOl.R!ver SMR Project JOB.No. 6468"13-1 072 PATE: 'f-1 G:. ~ f 3 Boring No M fO* 41;1.

Borehole Diameter, tn.: *B, 8 Total Boring Depth, Ft.~-* Gnd Elev, Ft: T3~.4 " Casing Height above ground,Ft:.. 2S1/2:l Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 'q.'7J9, ':\\- "'Datum TEST ID: M P ~ 4 ~ 9 ZG,Test iength:

t. S Test Section Depth(frorn Datum)

* From SS, 'i) To (., 2. 8 (A) Depth to W~ter Table From Datum, Ft: '.0 Co,<2)'3 (B) Surface Gage Height Above Datum, Ft. ~. E>'5 TestWaterTem'p: B¢"'p Baro Pressure, pal:

14,5~ Depth to Canter ofT est Interval From Datum, Ft: '59. 0 5 (C) Distance Water Table to Center ofT est Interval Ft..,&ll2 Static water pressure at center:= (C.62.4/144). + Baro = 2t 4 MAXIMUM TEST PRESSURE, Po= ([A+B~1] + c*o.57) {Po= 5"Z. ] Test Pres$Ure sequence!" 1/3 Po, 213 Po, Po, 1/2 Po, Po. Sequence 10: A B C D E : Po Values; 1/3 Po=.J3_; 2/3 Po=~

1/2 Po= Q Co

_Add ~p~r~p~~te Pa_~alu~_ to ~!Ia pres_sur~~ ~nt~-~~~stlntary~~ _ _ -~ ---:--- -CD**---- --- - - TEST NO. ).1\\ P -4l :> ~equence No. 13 Planned Center Pressure: _..,2"- '?::... __ Transducer Readings Before Packers Inflated; Top 2J ~, 4 '0 _ ; Middle ~0, :.\\"':'\\-

. Bottom

Transducer Readings After Packers Inflated: Tap ~4, \\ lA

Middle 10 CO, '

'4 2.... : Bottom:

fVlP~ 4f9- ~(p S tS~c...IG/IJC.(j:. 'B FLOW METER READING, Gallons Middle 5¢.~"2.. Z8;~L\\-

Time, FL9W,gpm, Transducer 8Uiface Gage REMARKS Minutes Reading, psi' Pressure, psi Initial Final Difference

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From Preliminary Boring LayoutSurvey Form Approved for'Use on Clinch River SMR Project

J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-340 of 515 "3L\\;8S

'51 '3"5,tJJG. ~( 3S,21-. '5! 35,L\\C. ~I 3:5,'51-.. 61 3'5,~4 5 f ._3'5,'~' 5f 55,86. 5( ~ CS,B"L S\\ Form Rev o o Reviewed by.S'£: __ (-v({!t{IJ . t** I I DOUBLE PACKER aOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME; Clinch River ~MR ProleQ! Page 1 of2 DATE: ':jX-/G>-/3 Boring No MP-419' BoreholeDiameter,ln.:B,S TotalBorlngDepth,Ft. 31:.¢ GndEiev,Ft: ":199,4

Casing Height above ground, Ft: ¢. 1-~.

. Elev. Top of Casing, Ft. (Gnd Etev +Casing Helght)::l:3.9, ":\\- =Datum TEST ID: M P* 4 \\9 Z.G;,rest length: ~L __ Test Section Depth (from Datum): From 55, '3 To (.P Z' 8 (A) Depth to W~terTabte From Datum, Ft: '.O~.!,tl_'3 (B) Surface Gage Height Above Datum, Pt. ~. ~'5 Test Water Tem.p: 8¢ "'p Baro Pressure, psi: 14' ~ 2. Depth to Center of Test lnt~rval From Datum, Ft: '59.(/) 5 (C) Distance Water Table to Center of Test Interval Ft. ~2 Static water pressure at center"' (C"62.4/144). *~ 13aro "' ©.4 MAXIMUM TEST PRESSURE, Po"' ([A+B*1} + c*o.57) (Po= !5£ 1 Test Pressure sequence;= 1/3 Po, i/3 Po, Po, 1/2 Po, Po Sequence 10: A B c D E

Po Values: 1/3 Po=.J..J:_; 2/3 Po=~; 1/2 Po= B w Add Appropriate Po value to static pressure at center ofiast Interval

--- -~ -~*-**-

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TransducerReadingsAfterPackersinflated: Top ZA, \\0.> ; Middle
~'5.'::(7_ Bottom; JVt P * ~ 4 f:;} ~~ s (3' (:2 U ($ i<..H!.C:: 13 (CoM'T'D FLOW METER READING, Gailons Middle
Time, FLOW,gpm Transducer Minutes Reading, psi lniUal Final Difference
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From Preliminary Boring Layout Survey Fonn Approved for'usa on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch-River Data Report Rev. 4 CRP-1112.16 Page E.3-341 of 515 Surface Gage Pressure, p~i
?I CSI Sl '5\\ ~$:(./) '5 (~ 5~ '-... Tt.et./...> $ _EAJJ:J £'Po ~
REMARKS
..(II. 41.) 3/P i 7. z.s. ~ 9
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 * . PROJECT NAME: Clinch Rly~r SMR Proie.g! JOB NO. 64§8-13c1 072 DATE: 9~ I Co -13 Boring No MP-41~ Borehole Diameter.,ln.:*5JS Total Boring Depth, Ft *..?~C.¢ Gnd Elev, Fl: 1994
Casing Height above ground, Ft: ¢,-a.<:>
Elev. Top of Casing, Ft. (Gnd. Elev +Casing Height): j!99, "::\\- = Datum TEST ID: M P~.:\\ ~ Sl ZG:, Test length: ';f. '5 Test Sectton Depth (from Datum): From SS~ *o To (p 2
6 (A}
DepthtoW~terTableFrom.D£1tUm, Ft: ?>C!>.Q)~ (S) surface Gage Height Above Datum, Ft. ~. 65 Test WaterTem'p: B¢"'P 'Baro ~ressure, psi: 14*'5~ .Depth to Center of Test Interval From Datum, Ft: '59. f/:J 5 (C) Distance Water Table to Center ofTesth1terl/al Ft ~ ~,$2 Static water pressure at center::: (0.62.41144) + Baro = ?< 4 MAXIMUM 'TEST PRESSURE, Po"' ([A+B*1] + 0*0.57) [Po= ';)'R_.. 1 Test Pressure sequence:" 1/3 Po, 2/3 Po, Po, 112 Po, Po Sequence ID: A B C D E ' Po Values: 1/3 Po = ~ 213 Po=~
1/2 Po=> Q G?
Add Approprtata Po value to static pressure at center of test fnterval
e;
--- -*- --TEST NO.-tA*P-~4(9-'?S~q~e~ce No. C Planned Center Pressure: 96
Transducer Readings Before ~ackers I nfiated: Top Z 2, 4 0
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DOUBLE PACKER BOREHOLE! PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INPRASTRUCTURE,.ING. Page1of2 PROJECT NAME: Clinch River SMR Project
JOB NO. 6468-13*1Q72 DATE: 'rf.- I w
~I 3 Boring No MJO~ 419' Borehole 0\\ameter,ln.:S,S Total.Borlng Depth, ~t. 3~¢ Gnd Elev, Ft: i1994:
Casing Height above ground, Ft:$l::l Elev. Top of Casing, Ft. {Gnd Elev +Casing He!ght):'i99. ':\\-
=Datum !EST ID: M P ~ 4 \\ 9 Z.G:. Test length: 1'-* 5 Test Section Depth {from Datum): From 55: '3 To (p '2
8 (A) Depth to W~ter Table From Datum, Ft: ~Cr,,([;'3 Test Water Tem.p: 8¢ "'p Baro Pressure, psi: 11,'0 ~
(B). Surface Gage Height Above Datum,* Ft. ~
E> '5 Depth to Center of Test Interval From Datum, Ft: '5 £:). (/,) 5.
{C) Distance Woter Table to Center of Test Interval Ft. ~'2 Static water pressure at center= {0.62.4/144) + Baro " 2t 4 MAXIMUM TEST PRESSURE, Po>= ([A+B*1J *~ c*0.57) [Po"' 5'R,. 1 Test Pressure sequence:" 1/3 Po., 213 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D g
Po Values: 1/3 Po"'.Jl: 213 Po= __3_5....; 112 Po:c Q (a Add Appropriate Po value to static pressure at center of test interval
--- (¢--- - -- ___ Cc- - TEST NO. M P-41., ~equence No. C, Planned Center Pressure: ':ICe Transducer Readings Before Packers Inflated; Tap IQ Z, 4 '0 ; Middle ~0. '=\\ "1- : Bottom: 5 (/), ~ '2. Tmnsducer Readings After Packers Inflated: Top ---~-; Middle _. ____
Bottom: ___
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Time, F.LOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, Psi Initial Final Difference
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DOUBLE PACKER BOREll OLE PERMEABILITY TEST DATA Silll:ET BOlUNG: M ?- 4 \\ '2 DATE: 1,~ I C... - I '3 DATA.COLLECTED BY: foM. }.-/(e... Q ft.L.I.:tiM.. {; o"OQ!Jro?o uiA. ~ l SHUT -IN TEST PRESSURE:~~=<-"-t+-p.:..-h.-t-r-i'"l'"':"~_...psi \\iJ.,\\0 SURFACE GAGE PRESS'UJ.lli; psi Page2 il-r{; shtd ArrlfrJ -/1 ~-e- ~ A -G-s~ 1v/lc.,./t:J CENTERTRANSDUC~ . PRES~ - --;...~-- *- *-------- ttL..t:<V ~ EQUIPMENT USED T:ransducei's: Le.vel Troll700 Serial Numbers~ 335896004844 (shallow) 6112/13; 315381/R24039 (intermediate) .6/20/i$; i41142/R.20367 (deep) o/20113; 315380/R.24038 (spai*e) 6120/13~. ----~~------ Surface Pressure Gage: (BothWika 213.53)- MW-3 (at pump); MW~4 (at totalizer) 6111113 ____ _ Barometric Probe: (Baro Troll) 121315/R22669 6112113 Flow Mete~*: (Master Meter 1344)-8S247S8 field cbecll:ed 6125/13
Stop Watch: {Sportline 220)..:. L286/2786 6/10/13 Date of Calibration: Dates i i a lies after e ui ment serial number

Calibration due: _Post Testin 9
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14-* ~4,l/3(.. Form Approved for Use on Cllnch.River SMR Project-J *. A. T!Ce, Technical Lead VJ '5.L. E.X.C.E:"l \\J..J~L. 'EXCEL. Form Rev 0 - Reviewed by 5 7Z-- * ["t)/' /17 ~,. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-344 of 515
PACKER TEST FLOW RATE GRAPHS Boring MP-420 Packer Test Intervals: (below ground surface) (below top of casing) MP-419 Zone 1: 60.0 feet to 67.5 feet Not Tested MP-419 Zone 2: 79.0 feet to 86.5 feet: 79.66 feet to 87.16 feet MP-419 Zone 3: 100.0 feet to 107.5 feet: 100.66 feet to 108.16 feet MP-419 Zone 4: 132.5 feet to 140.0 feet: 133.16 feet to 140.66 feet MP-419 Zone 5: 166.0 feet to 173.5 feet: 166.66 feet to 174.16 feet MP-419 Zone 6: 186.0 feet to 193.5 feet: 186.66 feet to 194.16 feet Graphs of flow rate (gpm) vs time (minutes) have been created from Excel sheets containing data from field data sheets. For clarity, individual plots for each sequence within a tested interval are presented. Generally, plots are not provided if the field data sheets indicate no flow during a test sequence. Bechtel Field Instruction forms are provided. AMEC field data sheets are provided following the graphs for each zone. The AMEC field data sheets use top of casing as a field measurement reference. Assigned test interval depths below ground surface were converted to depths below top of casing by adding the casing height to the assigned test interval depths. Transducer data file names are listed on the last field data sheet of each test interval. Transducer data files are furnished as electronic files in a data supplement submittal. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-345 of 515 ame
I - FIF No. 26847-601*KOI.CY00.00022 BeCHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project* Site Subsurface Investigation FJELD INSTRUCTION FORM Spoclflcatlon SectJ,on: 5.3.7.2 Packer Testing in MP 420 . Field Instruction: The following ere the six (6) depth zones In which packer testing will be conductedlnboreholeMP420. : ':1~ V..IAr~Jtl'2 t.fllVtlf'l-1, 4-T S'~.¢l~ 4:""1" .. r::::-.-*,..
_, __... (TOC)
Wi-ll c.~ r S tsdri. a 1>J Tl.f t:J. Zone 1: 60.0 to 67.5 feet below land $Urfaoo. (Tolerance +f.. 0.5 feet).,.c:d* ot=.,.H.,.. r:ac:.4/(4ll'te. Zone 2: 79.0 to 86,5 feet below land surface. (Tolerance+/* 0.5 feet)
A,.
Zone 3: *100.0 to 107,6 feet below land surface. (Tolerance+/* 0.5 feet) l3t/ =~ 13 (. 'i
r.,~M-rlol.t~t..-r:cro Zone 4: 132.5 to 140.0 feet below land $Urface. (Tolerance +1- 0.5 feot}
c I.$ G-. ro p 7'/t'..A.N s Pl.(<.:~ Zone5: 186.0to 173.5feetbelowlandaurfacc. (Tolerance+/-1feet) IW.O.$ 4 ~VCI w4-1:"4'1'l.. Tt.I'J(.<Fo, Zone 6: 186.0 to 193.5 f~ below land surface. (Tolerance+/* 2 feet) 11/ ?"/!!J The desired pressul'e ranges that Will be tested In each of the six zones are based on the calculation of the test *pressures as provided In AMEC Project Procedure CRP.. 3 - Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 26847..$01~V14-CYO().. 0001a.. ooiS) or latest revision at time of testing. The test pressures will be determined jUst before the commencement of the tests by measuring the water level at the start of test. Basls/Justlflcatlon for Instruction: The depths or the above zones were selected based on fracture zones identified from DRAFT geologic core logs, ROD analysis and from the aOQustic televiewer logs. The bottom depth for packer testing ls*iimtted to approximately 250 feet due to the packer test assembly and ~mum transducor cable length Of approximate,ly 285 feet. The justlfloatlon of the prmure ranges that will be te$ted will be based on AMEC Project Procedure CRP~3 -Packer Pressure Testing in Boreholes, Attaohment 9 (Bechtel Power lnfoWorks 25847..S01-V14-CY00~0001S* 006) or latest revision at time of teetlng. Prepared By:. /-J 2.t.>Jt-c;'vlffrr ~()13 &w:htel Power Corpomtion. Conlaln$ contractor confidential Information, PAGE 1OFt Clinch River Data Report Rev. 4 CRP-1112,16
Page E.3-346 of 515
DOUBLE PACKER BOREHOLE PERMI::A81LITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTUHE, INC, Page 1 of2 PROJECT NAME: Clinch RlyarSMR Pro[ecl JOB.NO. 64§6-13-1072 DATE: ":1 * ~¢" I* ';I Boring No MP** 42¢ Borehole Diameter, ln.: 3,g* Total Boring Depth, Ft. 3 ~~ Gnd Elav, Ft: e (A 2.$ * . Casl~g HGight above ground, Fl:~4. Elev. Top of Casing, Ft. (Gnd.Eiev +Casing Height): 80S, r4 "-'Datum. TESt 1;: ~-<\\~* 41..5?' ~ \\ Test length: ':f S Test Section Depth (from Datum): From t..D¢.&. ~ To G.B, I<..; (A) Depth to Water !able From Datum, Ft: (B) Surface Gage Height Above Datum, Ft. ~ \\, 9r;/J Test Water Tem.p:~ Bare Pressure,!si:._ V..Ir~LL tUATEt'rl. ltZMP L C:) I Depth to Center ofT est Interval From Datum, Ft: Static water pressure at center= (C"62.4/144) + Baro "' --- MAXIMUM n:ST PRESSURE, Po"' ([MB*1J + C*9.67) (Po= Test Pressure sequence:" 1f3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po"~ 2/3 Po=>_; 1/2 Po= ___ Add Appropriate P9 value to staUc pressure at center oftesl interval TEST NO. t-A.I"-4z,t-a \\ Sequence No. Planned Center Pressure:----- Transducer Readings Before Packers Inflated: Top ____ *...,.. ; Middle _____ Bottom: ----- Transducer Readings After Packers Inflated: Top -~---!; Middle
Bottom: ___ _
n~. ':1-.... '\\lt*\\.-, -*"'"'P.Ac.~GI'L As.:str-St..Y JS.c./Sen;<<:- WAT&'I'<' M?~ 42.~ Z\\ '"i. t..l!fLV: a 1. A 7"£r,Z M ~ 'r /S-"1 S&:QUENC.l! ~'!.. t...* '.;:::! 1'11-lli!.~t>'. LV
0 I IV
&A:> ~* '=-;$" ~12,..\\11; -f!\\Grl.~- _t~_'I'S.I FLOW METER READING, Gallons
Time, Minutes :
FLOW, gpm Initial Final Difference
From Preliminary Boring Layout Survey Fom1 Approved for' Use. on Cllnch River SMR Project* J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-347 of 515 Middle

Transducer Surface Gage REMARKS Reading, psi Press1.1re, psi
~ Form Rev 0- Reviewed by 5:rz-;* 1-l-*{/ (a ( (1.
Clinch RlverSMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13~1072 Boring: MP-420 Zone: 2 79.0 feet to 86.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) Elapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time (minutes) 13:28:00 0.0 27.26 13:38:30
0.0 13:28:30 0.5 27.25 D 13:39:00 0.5 13:29:00 1.0 27.25 0
13:39:30 1.0 13:29:30 1.5 27.28 0 13:40:00 1.5 13:30:00 2.0 36.89 2 13:40:30 2.0 13:30:30 2.5 49.57 0 13:41 :00 2.5 13:31 :00 3.0 49.34 2 13:41:30 3.0 13:31:30 3.5 50.82 0 13:42:00 3.5 13:32:00 4.0 51.39 0 13:42:30 4.0 13:32:30 4.5 51.27 0 13:43:00 4.5 13:33:00 5.0 51.55 2 13:43:30 5.0 13:33:30 5.5 5L36 0 13:44:00 5.5 13:34:00 6.0 51.34 - 0 13:44:30 6~0 13:34:30 6.5 51.28 2 =f3~5;0D' T.<J. 51~16 0. 13:35:30 7.5 51.53 0 Flow Rate Pressure (psi) (gpm) 51.55 61.77 2 75.68 2 75.77 2 75.99 0 76.12 2 76.23 0 76.18 2 76.07 0 76.38 2 76.16 0 76.32 2 :29 2 SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 13:57:30 0.0 98.57 14:05:30 13:58:00 0.5 71.93 0 14:06:00 13:58:30 1.0 68.10 0 14:06:30 13:59:00 1.5 65.56 0 14:07:00 13:59:30 2.0 63.88 0 14:07:30 14:00:00 2.5 63.99 2 14:08:00 14:00:30 3.0 63.85 0 14:08:30 14:01:00 3.5 63.85 0 14:09:00 14:01:30 4.0 63.91 2 14:09:30 14:02:00 4.5 63.70 0 14:10:00 14:02:30 5.0 63.88 2 14:10:30 14:11:00 14:11:30 14:12:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-348 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 Flow Rate Pressure (psi) (gpm) 64.02 83.09 4 100.22 0 100.67 2 100.93 2 100.62 2 101.39 0 100.81 2 101.70 2 101.28 2 101.35 0 101.54 2 101.33 2 101.20 2 Prepared by: Checked by: Sequence C (Po) Elapsed Time Time (minutes) 13:48:30 0.0 13:49:00 0.5 13:49:30 1.0 13:50:00 1.5 13:50:30 2.0 13:51:00 2.5 13:51:30 3.0 13:52:00 3.5 13:52:30 4.0 13:53:00 4.5 13:53:30 5.0 Date: Date: r:r-B-ICf k---ff""l/1.. Flow.Rate Pressure (psi) (gpm) 76.11 100.49 4 107.92 0 98.52 2 98.38 0 98.63 2 98.29 2 98.42 0 98.44 2 98.73 0 98.72 2
MP.-420 Zone 2 2.5 -*--------**------*-*-*-**----*-------***--*---------------**--~*---- 0.5 +--~- 0.0 1.0 . 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Elapsed Time (minutes) -+*-1/3 Po Notes: Test pressure approximately 1/3 of the maximum test pressu1*e :(Po). Flow rate typically measured over a SO second rnterval, ~............................................................ ~............ ~..................... ~................................ ~..........,..,;;,-............................,;............................................. ~...... -......................................................... _........................................ "".""'"'".'"'"... "'"""'""'""'""'"""'-""'""'"'""'""'":................. -.~..................... ~.... -............ r----------*------------------- MP~420 Zone 2 2.5................................................................................................................................................. _.................................................... ~--2/3Po Prepared by/Date: L~ >(Y~}J Checked by/Date:
, ~)... rf.t. '/¢ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-349 of 515 Elapsed Time (minutes)
Notes: Test pressure approximately 2/3 ofthe maximum test prossme (Po). Flow. meastlred over a SO second Interval,
MP~420 Zone 2 4.5,-----------....-'----- 4. -*-****--**** ***--*-**--*-**--*-******----.. ----*-**'"*"***-***-*-*****'"""""'""-*-**-.................... ____, __..,, ___, __,, ___,...................... -._-*--*-***-*-**--"-*"'"'"' 3,5 +--~-r-------------- 3 1-------~~----------------------------------------------------------------------------- 8 ~ 2.5................................................................................................................................................... i ~ 2 " 1 "............. 0.5 *1----- 0 1-------~-----~~---------~---~----~---~~---r------~ o.o l.q 2.0 ra a.o 4.0. s.o 6.0 Elapsed Tline (minutes) Notes*! Test pl'es'sute approximately at the maximum test prossure (Po), ~low rate typically measured over a SO second Interval, MP-420 Zone 2 2 ~---------------------~-----------~-------r-------- 81,5. ~ ~ ~* it
L 0.0
-**-**1/2 Po 3.. 0 2.0 Prepared by/Date: _
_,J,~**IA,...,L,. ___,1 /-:7-Lt!_,l,_~7*_ checked by/Date: ---,;;,z...:)c=~-*""re_.i;,_._tc.r.J('i4-'-F_ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-350 of 515 3.0 4.0 5.0 6,0 Elapsed Time (minutes) Notos: Test pl'essure approximately l/2 of the maximum test pressure (Po), Flow rate typically measured over a 30 second Interval. ---}}

ML18003B008

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