Text

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix E.3 Packer Test Data Part 04 Pages E.3-151 Thru E.3-200
	ML18003B004
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: ML18003B004 (50)
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{{#Wiki_filter:FIF No. 25847*601~Kqi*CY00*00011 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project* Site Subsurface Investigation FIELD INSTftUCTION FORM. Specification Section: 5.3.7.2 Packer resting 1nMP 416 Field Instruction: The following are the four (4) depth zones in which packer testing wfll be conducted ln borehole MP 416: Zone 1: *rs.o to 82.6 foot below tand surface. (Tolerance +/* 0.5 feet) Zone 2: 89.0 to ~.5 feet below land surface. (roler.ance +/~.o.s feet) zone 3: 109.0 to 116,5 feet below land surface.. (Tolerance +I* 0.5 feet) Zone 4: 205.0 to ~,...feet below land surface. (Tolerance +I~ 0.5 feet) 'l.o \\ a*~ l1 '\\ 7 /)/'"~-'/~ ~ The desired pree.~ure ranges that WlU be tesied in each of the four z.ones ere based on the calculation of the test pressures as provided In AMEC Project PrO.Cedure CRP"3;... P.acker Pressure Testlngln f.)oreholes, Attoohment B (Seeht01 Pe-~\\>**er ~nfoV/ork's 2f:B41-S01N14-CYOO- . 0001 a~ao&) or t~test revision at time o.f testing. The test pressures wlJII;le determin~d juet before the -commencement of the tests by measuring the water level at the start oftest aa.sis/Jta$tiflcation for Instruction*:. ©20*13 Bechtel Power Corporation. Contains Controetor_ C<:mfld&ntla/tnformat/on. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-151 of 515 PAGE 1 ClF i

Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 MP~ 41 16-surtace Gage He1ght (tt) !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 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 TOC Number ot Pipe Sections 11engm or stickup above 1 uc (rt) 24.13 25 85 28 57 43 L;enter 1 est Pressures (psi) 53 82 110 68 110 13.29 21.12 84.00 3.98 0.48 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-152 of 515 Test Date n.~;;J'i-' Prepared By Checked By Inflation Pressure. (psi) 103 132 160 118 160

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Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 Boring: MP-416 Zone: 2 89.0 feet to 96.5 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) 15:56:30 0.0 24.88 16:09:30 0.0 15:57:00 0.5 24.85 0 16:10:00 0.5 15:57:30 1.0 42.76 0 16:10:30 1.0 15:58:00 1.5 65.79 0 16:11:00 1.5 15:58:30 2.0 56.37 0 16:11:30 2.0 15:59:00 2.5 54.95 0 16:12:00 2.5 15:59:30 3.0 53.07 0 16:12:30 3.0 16:00:00 3.5 52.48 0 16:13:00 3.5 16:00:30 4.0 51.33 0 16:13:30 4.0 16:01:00 4.5 52.18 0 16:14:00 4.5 16:01:30 5.0 51.77 0 16:14:30 5.0 16:02:00 5.5 56.64 0 16:15:00 5.5 "-16:02:30 ----- -6;0 - --- -- 56:(3"7*. ---~ 0 16:15:30 -- 6:0 16:03:00 6.5 56.15 0 16.:16:00 6.5 16:03:30 7.0 54.78 0 16:04:00 7.5 54.05 0 16:04:30 8.0 54.04 2 1'6:05':00 8.5 53:85' 0 16:05:30 9.0 53.99 0 16:06:00 9.5 53.97 0 16:06:30 10.0 54.20 0 16:07:00 10.5 54.)5 0 SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 16:27:30 0.0 110.53 16:37:30 16:28:00 0.5 94.42 0 16:38:00 16:28:30 1.0 92.24 0 16:38:30 16:29:00 . 1.5 82.76 0 16:39:00 16:29:30 2.0 78.10 0 16:39:30 16:30:00 2,5 77.34 2 16:40:00 16:30:30 3.0 75.09 0 16:40:30 16:31:00 3.5 71.02 0 16:41:00 16:31:30 4.0 70.64 2 16:41:30 16:32:00 4.5 70.55 0 16:42:00 16:32:30 5.0 69.65 0 16:42:30 16:33:00 5.5 69.76 2 16:43:00 16:33:30 6.0 69.80 0 16:43:30 16:34:00 6.5 69.46 0 16:34:30 7.0 69.52 2 16:35:00 7.5 69.58 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-153 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 Prepared by: Checked by: Sequence C (Po) Flow Rate Elapsed Time Pressure (psi) (gpm) Time (minutes) 54.17 16:18:00 0.0 62.30 2 16:18:30 0.5 72.17 2 16:19:00 1.0 72.17 2 16:19:30 1.5 79.10 0 j6:20:00 2.0 78.92 0 16:20:30 2.5 81.25 2 16:21:00 3.0 82.51 0 16:21:30 3.5 82.80 0 16:22:00 4.0 82.71 2 16:22:30 4.5 82.75 0 16:23:00 5.0 82.35 0 16:23:30 5.5 ~--- 82:36 - --"~ - "-- * *2 - 16:-24:00 ------*- 6.0 no reading 16:24:30 6.5 Flow Rate Pressure (psi) (gpm) 69.79 81.46 0 100.39 2 100.55 0 108..27 2 110.07 0 110.00 0 109.69 0 110.21 2 109.75 2 109.84 0 109.96 0 110.04 2 Date: "f--'8~ H Date: k-'l*" /4-Flow Rate Pressure (psi) (gpm) 82.51 95.84 2 97.30 0 98.79 2 104.58 2 109.48 2 111.34 0 111.00 0 111.30 2 111.04 0 111.05 2 111.00 0 .... --**+Hc1-7 "* *---2 111.00 0

.... ~....... ~....... ~.~...................................................... ~..................................................,.. _ MP-416 Zone 2 2.5 0.5 +------------------------~~-----1---+-------------- 0 +---~------~----~------~--~-----*--r-~--+-~~,---'1~*-----~-------~ 0.0 ' 2.0 4.0 ~1/3Po 2.5 2 '"'"'"'"'"""'"""'....... """-'"'""'* ~---, 0 1.0 2.0 --2/3Po Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-154 of 515 6.0 Elapsed Time (minutes) MP-416 Zone 2 3,0 4.0 Elapsed Time (mlmltes) 8;0 10,0 12.0 Notesl Test prEl$SUra approximately 1/3 of the maximum test pressure {Po). Flow ra'te tYplca!ly.rnea;~urecl over a 30 second ln'terval, 5.0 6.0 7.0 Notes! Test pr!SSUI'O approximately 2/3 of the maximum test pressure lPo). rJow t'<'itC:lyplcally measured over* a 30 socot)d 11\\toJVill.

MP~416 Zone 2 o.o 1.0 2.0 3.0 4.0 s.o 6,0 7.0 Elapsed Time (minutes) Notel)l* Test pressure oppro)ChMtoly o.t the maximum test pressure.(Po).*rlow. rate typlcallymeasu*retl over*a 30 soconcJ hltotval. MP~416 Zone 2

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

1.5 +-----------* E Jli ~ J 0 o.o 1.0 2.0 -1/2Po 3.0 4.0 Elapsed Time (mlm1tes) s.o 6.0 7.0 &.0 Notos: T!lst pressure approxlm~toly 1/2 of the maximum test prossura (Po), Flow ratA typically measured ovct' n 30 sac6nd Interval. OM<... </,........................... ~*-*~-~... ~**.. *--*--.. ~-... --*-.. ~.-~

- --*-*-*~*"*"---*~*-*-*~*...-----~--~*~* -**---*----*-**--***-----.. --..,--~--OHOOOM<...,, ____..........,,.. _

Clinch River Data Report Re Page E.3-155 of 515

MP-416 Zone 2 0.0 1.o* '2,0* 3.0 4,0 Elaf}sed Time (minutes) -***-Po s.o 6.0 7.0 Notes! iast pressure apt~rox!tnat~\\y at tho*m&l(lmum tllSt pressure (PO), Flow rate typically mea~ured over a 30 second Interval, M"~*w*-*~~~"~'.,'"""-'"'"-'"'-'"~""""'~.... WO o MM*<********""'""'."""'""~'~'",;_,._,,,,..,.,,..,._,,,.,.,,..,..._.~.,,.,,_..,.,,,.,..,~,..,,,.,,..,.,,.,,.,..... """'-"'"'"'"""""'""""'"'-'"'"'"""""' **-**"~--""'.. '" ' """"'""'"'"~"""'"'"'""""""'"'""... '-"'""..,_,,.,,,,,..,,,..,.,,o.,..,~,,.,,, ~.,.,,.,,...,.,..,,.,,.,..,,,., Prepared by/Date: _ ___,.,....,.;.-___,--.:....,..'-'-- Checked by/Date: --P""'-".!.--L.J.-=+_L.;;l.-- clinch River Data Report R Page E.3-156 of 515

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I I*, I. I I I I \\ I DOUBLE PACKER BOREHOLE PERMEABILITY TEST PATASl-lEET AMEO ENVIRONMENTAL &'INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: CI!Q'ch RlverSMR Prefect JOB.NO. 6~68*13-1072 DATE:i~ i."- ~ (3 Boring No MP~ 4\\*\\St-Borehole Diameter, In,:* '3, & Total Boring Depth, Ft. '3'C!.¢' Gnd Elev, Ft; 8<.!>";1 A * . Casing Height abov~ ground, Ft: 1/),1

Elsv. Top of Casing, Ft. (Gnd Elev +Casing Height): 8 I(/), I 9 "' Datum.
r:.ft n t1b TESTID:l-AS?*~\\t... * ~1-- Testis glh:

1,'5 TestSectlonDeplh(fromDatum): From 89,'9-5 To 9~.2.'3 (A} Depth to Water Table From Datum, Fl:~~~ . (B) Surface Gage Height Above Datum, Ft. 1.'1-~ .-*--**-(C)DlsranooWaterTaiJleroCSfiterofTesnntervai Ft. 2k.l1i static water pressure at center= (0*62.4/144) + Baro = --":::;..;::.- l? ,..-z,'V MAXIMUM TEST PRESSURE, Po= ([A+B*1] + 0*0.57) [Po= [35 J Teet Pressure sequence~ 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence' ID: A B C D E Po Values: 1/3 Po = 2-8 : 213 Po=.......5.3:: 1/2 Po= A'"?> Add Appropriate Po value to static pressure at center oflest fnterval ~L. 11-(11/l'~ A r:::..*..:t. TEST NO. tJ..?*L\\\\k !1. Sequence No. ~ Planned Canter Pressure: _*.:::::.....:~~~L--- Transducer Readings Before Packers Inflated: Top I~'(/)/ ; Middle. Transducer Readings After Packers Inflated: Top i Middle g.4, f/J 4-:. Bt>ttom:.e*+, 8 9. ZA, '9 8: Bottom: Z'1-.'9'5 M?-.4\\l. ~'(.!., Se~u *eNC75

6.

FLOW METER READING,* Gallons Middle

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Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial

. Final Difference REMARKS I.:;)) 5{ct36' z~ *z 4-c.P -~ 211..813 (/)

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'5th (f) 4-H./} lt. : rt~s: ¢1.1 Z>-z.4'5 n Z4'5 ¢ dJ 5'3,8'5 1¢ . *From Prellminaty Boring Layout Survey Perm Approved for'use.on Clinch River SMR Project. J, A. Tlce, Technlr.al Lead Form Rev 0- Reviewed by Yf- ~ 1,;{/1/tJ. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-157 of 515

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DOUBLE PACKER BOREHOLS PeRMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC; PROJECT NAME:.Q!lnQt1 River SMR Protect JOB )'lO. 6168-13-1Q72 Page i of2 DATE:::t~ z_rz.. ~ 1'3. Boring NoMP** <\\.u..,.. Borehole Diameter, ln.:* 5,& Total Boring Depth, Ft. ~*c?< Gnd Elev, Ft: 8¢~.4 * . Casing Height above ground, Ft:~'Sl* Elev. Top of Casing, Ft. (Ond Elev +Casing Haight): 8 U.b. I~ "' Datum * .. Sf!.- ,,..,/I*~ /1' TEST !D:l'A£*0..\\.~...o * ~ t Test lertgth: 'J,l5 Test Section Deplh (from Dat~m): From 89,jl;? To 9-=t-, &9 ~A~ Depth to yYater Table From Datum, Ft: l.o '2

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. (B) Surface Gage Height Abov~ Datum, Ft.1.3~ - *.. ~--*-(C/Dista:ITcewaterTaolemCffirefOfl-*""es=t-r.::ln=te~ rvdai_,..F.. t.---9'M~.In1;t--:---,..str::arr:tlc:-cw:::::a.::te~rp=re=:s~sue:::re=-a=<t-=ce=-=n;::te~r=~(;;:;C:.;;:.6"'2.'4fl.i:14"4") 7 +;:;:Ba=ro::-:,~-.:e:T."'='5t-MAXIMUM TEST PRessuRE, Po"' ([A+B*11 + c*o.57) [Po= *as 1 Test Pressure $equence :- 1/3.Po, 213 Po, Po, 1/2 Po, Po. Sequence ID: A B C D E Po Values: 1/3 Po= 2. S ; 2/3 Po= _a; 1/2 Po= A'3 Ac!d Appropriate Po value to static pressure at center oftestlnterval $1Z t'Zh~l/1 1\\ TEST NO. \\J...P-1.\\\\t, ~ !- Sequen~ No. _ Planned Center Pressure: 0 3 Transducer Readings Before Packers Inflated: Top . 1'9 1 0 I

Middle

~4, 0 4- :. Bottom:. 1:-"f

8 9 Tratisducer Readings After Packers Inflated: Top
. I <;?' ll-- ; Middle. 2..4,9 8 : Bottom:

?.-1-, 95 ~ v... s E:G:'J lfENCJE: A (c. o.u7 ;o FLOW METER READING, Gallons Mlddle Tlme,. FLOW, gpm

Transducer Surface Gage REMARKS Mlnutes Rea'dlng, psi Pressure, psi Initial

. Final Difference ((.,~,P'5l'3.1P g_~ 245 ?-s 24*'5 (/j ¢ 5'3,'3:9 t (' !le ) ll>k \\ IP~ '2-~ Z-45 2"5 '?-45 (/) c,P 53,9':t ll/J (lp \\ ip(.. \\ "!d).. z, "1 Z-tl-5 23 Z.tt'\\ C/1 ¢ ?LI,Zf/J f(j) f~,p \\ ~7 \\ (/)(J ~3 '2,4? 2-) e4s C! cJ '54,15 tC/J t::i~o-J 'b

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~ z:;,9c, /(oJffieJ /liP foR r'.A:.4N'S I 9/ZC/J . *From Preliminary Boring Layout Survey Form Approved for'Use.on Clinch River SMR Project-J, A. Tlce, Technical Lead Form Rev 0- Reviewed by '1£2: r-z,{(J,, 7 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-158 of 515 j.

OOUBL5 PACKER BOREHOLE PERMEABILITY TEST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAM!=; Clinch River SMR Prolect JOB.NO. *6428-13-1 072 Borfng No &\\P~.6..-\\lp Borehole Dlametet,ln.:*o,t> Total Bol'lng Depth, Ft. "?>c¢ Page 1 of2.

DATE:::('~ 2,'2.. ~13 Gnd Elev, Ft: 8¢<;),4
Eiev. Top of Casing, Ft. (Gnd Eiev + Casing Height): 8 I t.J>, I 9 = Datum.

1/5 TestSectlon Depth (from Datum): From 89,1 S> To 9~. 2.'2._ <¥ ~. r* Z<--~> tA)* Depth td vya!er Table From Datum, Ft: (..:, SJ

41 Test Water Tem.p:~':- Baro'Pressure, sl: 14, Z.~

Casing Height above ground, Ft:Je0_<;) * \\ . t,\\'1- ""111 "' TEST ID: l'-1\\"*l\\.\\~..o ~ 'l-lest ~ength: v./iatl. \\IJ~Tet2. 'r/j/'"'P G:.6"'/C

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. (8) Surface Gage Height Above Datum, Ft.~ --*---**-(C)Otsttri'\\CeWaterTiiOieto'Cen!ei'tinest intervaiFt.. 'IU\\, t"~ Depth to Center afT est Interval From Oatum, Ft: ~ Static water pressure at center"' (C*~2.4/144) + Bar.o = 'Z>'5 MAXIMUM TEST PR~SSURE, Po"' ([A+B.1) + c*o.57) [Po= 8$ 1 Test Pressure sequence:' 1/3.Po, 2)3 Po, Po, 1/2 Po, Po Sequence.ID: .A B C D E Po Values: 1/3 Po= C. 8 ; 213 Poo __ji3:; 112 Po"' ""j11IIJ. ..!\\3 Add Appropriate P~ value. to static pressure at center of test lnterv.al TEST NO. tAP*Jlcl(.. t: t-S~qoence No, ..:.1<13~~.Planned Center Pressure: ---==8::...* "2.::;::.;.... _ ~A. d> 4-:. Bottom:..e 1-,8 9. Transducer ReadingS. Before Packers Inflated: Top Transducer Readings After Packers Inflated: Top l <:> 1 C/J / ; Middle I 'f> 1 \\ "':\\*

Middle

~ ,c:>S :. Bottom: 'Z., ~, ~S ~ \\(., {:..; s ~ttG:J u*r;f..lcrs. FLOW METER READING,.Gallons Middle

Time,

FLOW,gpm

Transducer Surface Gage REMARKS

., Minutes Reading, psi Pressure, psi fnltlal . Final Difference Itt>\\ 4J9} 3i:J ~3 t::4~ ~-......... S'L.) (t:j tt/J BrP:rJ/',._; ( IJ..V:..R.lf-.4-S<¥' I P-t:.:.ou tl, \\ ~IJll/M Z..3 Uj-t.:.

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34 IEIJD "'f5.,:;7:"M-74..v..s 'Z :"f,.,....,. ?;,.... 7te41J? f'7tZ'3 Form Rev 0- Reviewed by ~'Sl-./).p11/1 I IJ

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I l I I I I I I I ! i I I J* DOUBLE P.ACKBR SOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR Protect JOB.NO. 6468-13-1Qll DATE:-=?~ i.'l- ~ 1'3 8orlng NoMP** ~:\\.!.,. Borehole Diameler,.ln.:

o,B Total Boring.Depth, Ft. n~~

God Elav, Ft: 8¢'?.4 * . Casing.Height above ground, Ft:~":.l* tt.\\11

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TEST ID: 1-<W* 1\\.to..,.. ~ t. Test Ia gth: !:lev. Top of Casing, Ft. (Gnd Elev + Casing Height): 81¢. I 9 = Datum * ?f,CS Test Section Depth (from Datum): From 89, "2*<;1 To 91'; i2.9 \\. ~..J::?. ';f~Z,'2.~~'!. ~A} Qepth to Water Table From Datum, Ft: ~ <;)

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Test Water Tem.p:~=- Baro.Pressure,psl: t 4, Z.~ w.,,_._ \\J/1\\re;ll. l¢:'MP <:o'Q"t~ !..:~C:), 2¢, *'l..:r"c i41r;>o . (S) Surface Gage Height Above Datum, Ft. l,"l~ Depth to Center atTest lnteNal From Datum, Ft ':?"£54- - -.. -(c)- ntslance \\Miter TaD!atpcetiter of'Te5flnterval Ft. 'IQ!.\\,\\1; Statio water pressure at center"' (0*62.4/144) *~ Baro = Z'S C}):> ' .. ;z,'tfi'J. 1:' MAXIMUM TEST PR~SSURE, Po"' ([A+B*1J + c*0.57) [Po "' 8:5 ] Test Pressure sequence;= 1/3 ?o, 2i3 Po, ?o, 1/2 Po, Po Sequenea ID: A B G D E Po Values: 1/:> Po= C. 'B i ~J'J. Po::o -.2; 1/2 Po" A~ Add Appropriate Po value to statio pressure at*center of test Interval ~~ TEST NO. ~?.£\\1,(., 7:.t S~~uence No,. C, Planned Canter Pressure: --.!\\...!\\.:.!::¢::.....,._ __ Transducer Readings Before Packers Inflated: Top I'? 1 0l. ; Middle 'ZA, (/) 4-:. Bottom:. R-':)., 8 9. 1'ransdUC<;Jr Readings After Packers Inflated: Top I 9' I 1- ; Middle ~4 'c:><O : Bottom: a, t, t:;)S - \\(.. S'G:JI.lENCl!!. MP 4 s c FLOW METER READING, Gallons

Time, FLOW,gpm Minutes

!nit! at Final Difference Ita' \\ei(J)ffl

z. '3 z S'!f

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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.3-160 of 515 Middle
Transducer Surface Gag~

REMARKS Rea'cting, psi Pressure, psi 8'2'.. '51 34 Bi..l'lil'<' ( /;.JC!l.<PA.s'lf .LP' /Zt..t:J~ / ~s*Si.\\- A'+ 9't )(/) - 4-:t IP ~ 8 :~-ll} 54 'tP4.S8 '5'4

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I Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 810. 19 =Datum *

. ~ l-t{l1 11. TESTID:N\\~*1\\.\\o...... ~2.- Testlengli: T5 TestSaotlonDep!h(fromDalum): From 8:>,';'r'Z To 91-.2.9 \\_ <i...J.;j, "f-Z 2-L~ (A} Depth to VIJafer Table From Datum, Ff: (g CZ! ' 4~ . (B) Surface Gage Height Above.Datum, Ft. I,-=~-~ --*-----(C)DiliTai'lceWatefTaolero'Center ofTesrli1te1Viit'Ft.

~,.rs Static water pressure at center= (0~62.4/144) + Baro = --"'=-....:;.-

MAXIMUM TEST PR!;SSURE, Po "' ([A+B"1] + C*0.57) [Po== 85 1 ~est F'ressure sequence 7 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence.ID: A 8 c D E Po Values: 113 Po " 2.$ ;.2/3 pop ~

1/2 Po=

A3 Add Appropriate Po value to static pressure at cariter of test Interval ~ ~111\\j) .. 0. TESI NO. ~'?-J.\\1,(, ltf.... sequence No. D . Planned Center Pressure: (!;> v Transducer Readings Before Packers Inflated: Top f '? 1 rtJ l ; Middle Z4, ¢ tt;' Bottom:. ;C.,':J.

8 9 TransducerReadlngsAfterPackers!nflated: Top IS!, I+; Middle 2.4,"?8 : Bottom:

21*, ~'S M? 4\\ s* t.. e:QI.lf::::NCG: FLOW METER READING, Gallons Middle

Time,

FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi fnttfat

. Final Difference \\ \\~\\ 2.1\\ 3CJ 2 '?> 2G:. 'Z /) f/), '53 (., (25 .%! f.(Cti/1-J ( '/.:) (i't:./C.Mr/' '1;) P- .,:: L-o!) <......- ~(p \\ 2.~ ~ (JI(p 2-'5 2£, z_ ?3 zc, 't. (/) (/> 5!\\.~ 194.~ 4Z Oh..,_.-zz.-n*. t~ \\ '26 l '31 {j> (/) 92.24 44-t z._~ zr..., *z. 2:3 zt:,z._* 'OP Lvl Z-91$~ 23 zc. -z.. 2"5 z.G.,Z. (j) (/) Bl ::f{s, ZB HP \\ ~9 }3r~ 2.:~ ZG>2.. * -z-*3' U "L. cp r.r 'l~\\0 z~ \\tD \\ '3 fP I ~PIP 23 2-~Z 2~. i~3 \\ z '=ti,')4. Z'f! '7;)/'Z ~Lo \\ 3 t()l)~ 2--3 z..r,.-;s. z.~ '?C..3 tb (/.> 1'3 (()9 Z::3 l~ \\.1 I\\ rtJIP z;~ 2.£..,*-s 2-3 z,c,;; (/) '¢ 3:L_GOZ~ 2'3 \\~ \\

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db /.KJ.-v.'t/"- Form Rev 0- Rev ewe y _,'?JV"=---"'--'fC--UI/L'--'1 Clinch River Data Report Rev. 4 CRP*1112.16 Page E.3-161 of 515 ./ i i I. I. DOUBLE !'ACKER BOREHOLE PERMEABILITY-TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. . Page 1 of2 PROJECT-NAME: Clinch River SMR Prefect JOB ['10. 6468*'13-1 072 Baring NoM.P* <\\*\\.<.,... Borehole Oiameter,ln.:*o,'O Total Boring Depth, Ft. "?.>'C:.¢c Gnd Elev, Ft: 8(b~,t\\ * . Casing Height above groun~, Fl: ~."'1~

j Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 81(/); I:> ""Datum
TEST 1~: 1--1\\£*£\\.\\~.o * 'l. t,. fe~tte~~t~~ ~Test Section Depth (from Datum): From 89,7' To 9'-L 2.9

\\. <i..J;[ ' '<7--2.2.-~1, ~A) Depth to Water Table From Datum, Ft: G> 9

4{

Test Water Tem.p:~ Baro'Pressure,ysl: 14, Z.~ v.Jc;;u_ ~A'i-ea. rcoMP (q5°.C r..:.~C:) 2r/J/Z.1°C. Mlr;.r;:> ' (B) Surface Gage Height Above Datum, Ft.~ Depth to Center ofT est Interval From Datum, Ft: ';23; s~ l I I l

**-. -(c;*otsrnncewarerratlew'Centerorresnntervai Ft. 'KA \\;;

Static w.ater pressure at center= (c*ez.41144) + Baro = Z'5 . ~.,\\"; (~ -~ /J; MAXIMUM TEST PR~SSURE, Po::: ([A+B*1] + c*o,57) [Po"' C'8 1 Test Pressure sequence 7' 1~ Po, 213 Po, Po, 1/2 Po: Po Sequence ID: A 8 C D E Po Values: 1/3 Po ::: 2.. 8' ; 213 ho=/ ~; 1/2 Po= A]? Add Appropriate Po value to static pressure at center of test fnterv(lf TEST NO. ~PAl(.. 1; 1.. Se~n~ ~o, IJ f: Planned Center Pressure: \\ \\ *¢ TransduCer Readi~s Before Packers Inflated: Top I~ 1 r/J I ; Middle 1,(,4, (/) 4: :. Bottom:. R.. '1-' 8 9 Transducer Readings After Packers Inflated: Top I '? 1 I '":f Middle 24 38 : Bottom: 21, 95. ~. *\\(... s e>:<a u:ENC. C!

Time, FLOW METER READING, Gallons Middle FLOW,gpm

Transducer Surface Gage REMARKS Minutes Reading, psl Pressure, psi Initial

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DOUBLE PACKER BOREl,IOLE PERlVIEABU.ITY TEST DATA SliEET Page 2.. BORING: M? ~ 4\\L. DATE: '::f-t;(C-I '3 DATACOLLECTEDBY: ToM M~G1L.1.../..::JIJ-.~>... GovDARU ~ I ~SSURE: (V ~si ~ 1-vlt~ ll TIM~ SliR.RACE.GA.GE minute ~ A ; PRESSURll:, psi
l...Y,.,, ~~
..... - p ;o ---=-t._[~ _-<l~ ~*A -(h{5 Shct- ~ J4fp)tcj --\\1 t~.!l' ~(. '2..- 1-e/b ~ 17-/11// J CEN'J'.ER.'r.RANSD.UCER-- PRESSURE psi ~- ()~ '=!-~\\~\\~ ~ EQUIPMENT USED Transducers: Mini Trol Serial Numbers: /3.t:~CKP'/...OW Cff-'Jti&T.,:r,' )v(IIJ~ 3 {(., **/ J_: /3) Surface Pl'essul*e Gage:. M k,l-4 I M LLI*-'5 (c, -11 ~1 3 _) N!Tf-<.0(-, '(;;N G.C..ttC:~E:: Mk/-ll MW-'Z..,,.. /J-IJ) Barometric Probe: /C?/315 * (<..~IZ-13) Flow Meter: 8 8/2-4 :J B B _ ( ktFt.D f;..cJ. -13) Stop Watch: _L_2-'S"-. _G.~,.........,.(..::::G.:.....-....:..1_,..¢'---1-"'3'-')'---- Date of Calibration: -nce,g*.t,.> 1"tf../&=S/S. . calibration due: %s 7' U:5 7/A-'4 ~1\\ p.. 4l~ E..?: (£)) tv\\ P~ 41(... 2;2 (6) )v\\ P-4fC. zs.Z (T) R,(,tl I 3.. 1,1)7 - z z. ,2-(b l ~ ~ fiJ1 - t z ~¢ \\ *~~ ((J7- - zz 1--. /.HfERMOMETE.CZ: .LTi08 (5-1-13) llo. CS({J ~ 3~ wSL lto. ~(j). '35 E X,t.E:.L. \\l.:,, 4G. Z'5 VJSL tv\\?~ 4!(p z2. (T) ~_\\ ~ - (/)1- - Z1.... lto, f\\lo, c.s ~X-~6-b ~--- - IV\\~~41(, zz. (t-A)
c,c;i) 1 *;o ~ (/).1 -. 2 7..
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 M'P - if-*tp aJ*r 1'1'!"""'!""""""~~~-------.=. .....* : : 'f'*-J..9-ICI I Max Fest 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 Sequence D 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 TOC Number of Pipe Sections !length of stickup above lOG (tt) 43.89 33 96 32 64 48 Genter 1 est Pressures (psi) 65 97 129 81 129 13.29 21.12 104.00 4.92 1.60 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-164 of 515 lntlatJon Pressure (psi) 115 147 179 131 179 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-416 Zone: Z3 109.0 feet to 116.5 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) 14:02:00 0.0 32.81 14:10:30 0.0 14:02:30 0.5 40.21 8 14:11:00 0.5 14:03:00 1.0 71.14 2 14:11:30 1.0 14:03:30 1.5 63.91 0 14:12:00 1.5 14:04:00 2.0 63.09 2 14:12:30 2.0 14:04:30 2.5 65.33 2 14:13:00 2.5 14:05:00 3.0 65.40 2 14:13:30 3.0 14:05:30 3.5 65.41 2 14:14:00 3.5 14:06:.00 4.0 65.28 2 14:14:30 4.0 14:06:30 4.5 65.58 2 14:15:00 4.5 14:07:00 5.0 65.40 2 14:15:30 5.0 14:07:30 5.5 65.54 2 14:16:00 5.5 -*-- "~-~-- --~---~--- --*--~-~*--
~14:16;30 -----6:0 14:17:00 6.5 SequenceD (1/2 Po)
Sequence E (Po) Elapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time (minutes) 14:33:00 0.0 129.36 14:48:00 0.0 14:33:30 0.5 112.82 8 14:48:30 0.5
14:34:00 1.0 109.96 6
14:49:00 1.0 14:34:30 1.5 103.31 12 14:49:30 1.5 14:35:00 2.0 99.20 0 14:50:00 2.0 14:35:30 2.5 98.84 6 14:50:30 2.5 14:36:00 3.0 93.54 10 14:51 :00 3.0 14:36:30 3.5 93.11 6 14:51:30 3.5 14:37:00 4.0 92.79 6 14:52:00 4.0 14:37:30 4.5 88.57 6 14:52:30 4.5 14:38:00 5.0 88.54 6 14:53:00 5.0 14:38:30 5.5 88.55 6 14:53:30 5.5 14:39:00 6.0 84.95 6 14:54:00 6.0 14:39:30 6.5 84.55 6 14:54:30 6.5 14:40:00 7.0 84.53 4 14:55:00 1.0 14:40:30 7.5 84.46 6 14:55:30 7.5 14:41:00 8.0 84.57 6 14:56:00 8.0 14:41:30 8.5 84.66 6 14:42:00 9.0 83.88 4 14:42:30 9.5 80.45 6 14:43:00 10.0 80.53 4 14:43:30 10.5 80.37 6 14:44:00 11.0 80.52 4 14:44:30 11.6 80.53 6 14:45:00 12.0 80.72 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-165 of 515 Flow Rate Pressure (psi) (gpm) 65.79 72.06 4 82.71 4 82.34 4 90.34 4 90.32 2 96.28 4 97.38 4 96.66 6 96.42 4 96.33 6 96.28 4 - **--*96,87 -

6 97.45 4

Flow Rate Pressure (psi) (gpm) 80.75 95.85 8 105.42 6 105.13 6 113.97 8 123.09 6 123.15 8 122.94 8 125.47 6 128.18 10 13.0.10 8 129.81 8 130.29 10 129.41 6 129.77 6 129.25 6 130.45 10 Prepared by: C~Dr Checked by: fJt>i-Sequence C (Po) Elapsed Time Time (minutes) 14:20:00 0.0 14:20:30 0.5 14:21 :00 1.0 14:21:30 1.5 14:22:00 2.0 14:22:30 2.5 14:23:00 3.0 14:23:30 3.5 14:24:00 4.0 14:24:30 4.5 14:25:00 5.0 14:25:30 5.5 -14~26:00 ------.. -6.0 14:26:30 6.5 14:27:00 7.0 14:27:30 7.5 14:28:00 8.0 - +4:28:30 8;5 14:29:00 9.0 14:29:30 9.5 14:30:00 10.0 Date: 4--9-'- 11..1-Date: 4-.- fj.,-(4-- Flow Rate Pressure (psi) (gpm) 101.08 110.97 6 112.03 6 112.90 6 119.49 8 119.81 6 127.77. 8 128.13 8 126.76 8 127.16 8 127.96 6 127.60 10 -~*-- -- ---~ ~130.31 --*-.. 6 130.47 6 129.67 8 130.01 6 130.06 6 129.75* 10 130.21 6 128.70 8 128.94 6
9 r--*--*------~---------------*---------------------------------------
.---\\----*------~~~=------*----
--\\-----*---------~----------.. --***** \\ 3 +-----------~------~--~----------------------------------------------------~ 2-------\\---~--~~--*-*- 1 0 r---*---*----,----~-__;- *-..-----.. ------,-----*-*------.--*-----*----..,.----*-------. 0.0 1.0 2.0 3,0 Elapsed Time (minutes} ---*1/3 Ptl MP-416 Zone 3 4.0 5.0 6.0 Notes1 Test pressure* approximately 1/'d of. the tnaxfmum test pressura (Po), Flow rate typically measured over aBO second fnterv<ll. 6 -----.. **-----------------****'"'""------- 2.................................................................................... 1 "................. _____.............. -.. -......... --.. *-**-""""'-"'_'_""""'"'""'""'""""'"'""""'"-""""""'"'"""-""-"""'"'"""-***-*****--- 0.0 1.0 _,_2/3 Po Clinch River Data Report Rev. Page E.3-166 of 515 2.0 3.0 4.0 s.o 6.0 7.0 ElapseciTlme (minutes) Notes: 'fest pressure approxlmntely2/3 of the mnxlmum test *pressurG (l>o). Flow rate typically tneasured over a 30 SQCOild lnto!Val.
12.,.---- 0 --------*--*-**-*---- 0.0 2.0 4.0
-----*------------------~-*
MP-416 Zone 3 6.0 Elapsed Time (minutes) 8.0 10.0 12.0 NotS:s*: Test pressure a~proxlmntely at tho m'a)(lmum test pressure (Po), flow rata typically measured over a 3'0 second lnta*rval.

*--~--~--....J

,,_, ___........ ~~-~****.......... ~**--*--.. -........_ __....................... ~.................. -...... -...... _.... _.!...._,.................. _..... ____ .. *----****~*-*.. **-.... -._..._-............,_, ___, ___,,..,~.....,.,,,_,,_...,.....,,..... -............. ~-**---*~*--**...0**.............. MP-416 Zone 3 14 ~-----------------------------------~--------------~- 0 -!--. ------- ---------.,-----~--,-------..--------.-
o.o 2.0 4.0 '
6.0 8.0 Elapsed Time (minutes) --*1/2Po 1--..------------------*------- Prepared by/Date:_l;_n.;..-*\\L"7't"::"-.-l,__,/t.t..,.../-'-l.,...L1 __ Checked by/Date: jlAJ '!it---/14-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-167 of 515 10.0 12.0 14.0 Not'es: iest prossurnoppro:<fJnntley '1/2 of tho tn~)(lmttm test pressure (Po). Flow
rata typically measured ovor a 30 second lntervnl.
MP'-41.'6 Zone 3 12 0,0 0.5 1.0 Prepared by/Date: IA;\\L~ l( ~/It( Checked by/Date: ~.) c/1?/id Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-168 of 515 1.5 2.0 Elapsed Time (minutes) 2.5
3.0 Notes
Test IJress:ure approxll'nalelY at the tnaxhmnn test pressure*(Po), Flow rate typically measured over a 30 second Interval. 3.5
DOUBLE PACKER BOREHOLE PERMEABILIIY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: g!inch River SMR Prolect JOB _NO. §468-13-1072 DATE: :;r,.fl2_ ~ 17!, Boring No MP~ ~;\\!,.. Borehole Diameter, ln.:* o, 8 Total Boring Depth, Ft. ?.>'i:.,¢ God Etev, Ft: 8(/) ~A * . Casing Height above ground, Ft:~'::) Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8!(,t), 19 =Datum
TEST ID: M.~*A.I.~..s>
~*?, Test length: 1,'5 Test Section Depth (from Datum): From\\ 4>9."1-a, To \\\\'~.'Z.."? (A) Depth to \\IIJater Table From Datum, Ft: (l)~~tt. S (B) Sutface Gage HelghtAbove Datum, Pt..1*1-~ ---~-- -*-{cro~rerrceWaterTiiiJie*tcrc-enterofTesTinterval Ft. ~,~--'Static water pressure at center= ( C*62 ~4/144) + Baro = _..:::..;:::;___ MAXIMUM TEST PRESSURE, Po= ([A+B"1] + C*0,57) [Po= ;)(p J Test Pressure sequence 7' 1/3 Po, :2/3 Po, Po, 1/2 Po, Po Sequence 10: . A B C D E Po Values: 1/3 Po=..Ji&_; 2/3 Po" (04 ; 1/2 Po::: 48 Add Appropriate Po value to staUc pressure at center oftest Interval TEST No.IJ...P.t\\\\1...1.~ Sequence No. A Planned Center Pressure: (D'S Transducer Readings Before Packers Inflated: Top 18, *~'a. ; Middle 2~: 8oltom: '3(.p. 4t.:. TransducerReadingsAfterPackerslnflated: Top i6,8w; Middle
~2...8~: Bottom: '39,if,
~ ~(., s ~<nUI:;NC..i: A FLOWMETER READING, Gallons Middle
Time, FLOW, gprn
Transducer Surface Gage Minutes Reading, pal Pressblre, psi Initial Final Difference REMARKS r--
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DOUSLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE'r AMEC ENVIRONME!NTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Protect JOB,NO. §468-13*1072 Page 1 of2 DATE:'::f'*Z~ ~1'3 Borlhg NoMP** %Y. Borehole Diameter, tn.:*o, S Total Boring Depth1 Ft. ~'C..{/1 Gnd Elev, Ft: ~ . Caeing Height above groun~, Ft:~':> Elev. Top of Casing, Ft. (Gnd El!ilV + Casing Height): 8 I(/). 19 = Datum. TEST ID: t-.\\'?*1:\\.tt..- e.?> Test length; >ft'5 Test Section Depth (from o*atum): From\\ ~9,~ To \\ \\~~ ~":) (A) Depth to Water Table From Datum, Ft: <.o<:>~<..,S Test Water Temp: '1 (., ~r-B~n~.,P.ressure,?sf:. J4., *~ ~ v..l~F:Ll.- 't~.h.\\Tc;<rl. TtrMI~ (,¢ p [!S.ffi"C:) (B) Surface Gage Height Above Datum, Ft. L1-~ Depth to Center of Test Interval From Datum, Ft: I \\.jl; S 1.1; - ***-*--*-cC)-DI'~UmooWateFTIHilefo--center ofT est Interval Ft. ~~~ Static w~ter pressure at center= (0.62.4/144) + Baro"' 3 2> . 1 MAXIMUM TES1 PRE:SSURE, Po"' ((A+B*1] + c*o.57) [Po= 9 (p J Test Pressure sequence ;;r 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: . A B C D E Po Values: 1/3 Po::: ~...3&: 2/3 Po= <:04. : 1/2 Po= 48 Add Appropriate Po value to static pressure at center of testfnterval TEST NO. M.?*l\\\\(.. S ':?> Sequence No. B
Plannad Center Pressure:
S>'1-Tninsducer Readings Before Packers Inflated: Top ! a I T ~ ;. Middle 3, £.' (o I*: Bottom: '30:>' 4t.._. Transducer Readings After Packers Inflated: Top \\ 8 I B<O : Middle '32l 8(., : Bottom:'. ';) e I '::1-'8 (., s t=:CDI.ti=."--C.I:, FLOW METER READING, Gallons Middle
Tlme, FLOW,:gpm
Transducer Surface Gage REMARJ ~~zz 7>4B 4-~~
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~ A/t'" ~-; DOUBLE PACKER.BOREHOLE PERMEA81LllY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTI.)RE., INC. Page 1 of.2 PROJECT NAME: Cl)nch RlverSMR Prolac! JOB _NO. 6468-13-1072 PATE::Z~£2. ~ ll Boeing NoMp~ At-~¥ Borehole Dlametef, ln.:* o, & Total Boring Depth, Ft. '3'C:.¢:
Grid Etev, Ft: 8¢~ A *
~~. Casing _Height above groun~, Ft: ftl,"l~~~
Elev. Top of Casing, Ft. (Gnd Elev+ Casing Helght): BJ¢. 19 = Dalllm

TEST ID: 1-A~*Il,\\~.,;
~"j Test length: jt,5 Test Section Depth (from Datum): *From\\ ¢9,-:::l-7 To I.\\~. 'Z..':l (A) Depth to Water Table From Datum, Ft: (..~,<..,<";> (B) Surface Gage Height Above Datum, Ft. I, 1-~ tat c water press,lre at center"' (C*e2.41144) + 8afo = 3 3 MAXIMUM TEST PRESSURE, Po"' ([A+B*1j + C*0.57) [Po=. ~(e ] Test Pressure sequence::: 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence JD: . A 8 C D E Po *values: 1/3 Po"'~; 2/3 Po=~; 1/2 Po= 48 Add Appropriate P9 value to static pressure at center oftes!lnterval TEST NO. tJ,;P-*!\\\\1.,. i '&Sequence No. C Planned Center Pressure: l'G ':> Tr~nsducerReadlngsBeforePackerslnflated: Top IE3,~9.: Middle 3R.,(ol*:* Bottom: '3tp,4(p Transducer Readings After Packer& Inflated~ Top I e. B(p ; Middle ~ 2., e~ : Bottom: '3 8. *qe M? 4 s c . \\t.. . eQU/Ef../CE FLOW METER READING, Gallons Middle
~~Time, FLOW, gpm~~
Transducer Surface Gage REMARKS Minutes ReacUng, psi Pressure, psi Initial Final Difference *
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST OATASHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Project JOB f'IO. 6468-13-1072 Page 1 of2 DATE: :z~ Z;<.... J':S Boring NoM!?* b:,*\\l.. Borehole Diameter, ln.:*o,S Total Boring Depth, Ft. "iri:'~¢ Gnd Elev, Ft: t;}¢'3,'-\\ * . Casing Haight above grciLmd, Fl: (/),.,_~ Elev. Top of Casing, Ft. (Gnd Elav + Casing Height): 81 ¢* I c::> = Datum
TEST ID: t-.\\~*6..\\~

~.:?> Test leng,th; Tr 5 Test Sect!on Depth (from DatJ,Jm); From \\¢9.-:t~ To \\\\ ~~ ~ '?
(A) Depth to Water Table From Datum, Fl: <c~,{.., <;; TestWater Tem'p: '"l l.o.,f Baro Pressure,?s!:. 14. '?> 0 'v*.. IIE:t.t.. IJArtS'a: n,,,_.p t.,pz";rz U~AS"C:); (B) Surface Gage Height Above Datum, Ft. t,1-<:;;, Depth to Center ofT est Interval From Datum, Ft: I\\'}*,$ A; -***--~*-**-(crDll§taneeWat6fTa151e10'CentefQfTesfinterval Ft. _ ~ '~ Static water pressure at center"' (C.62.4/144) + Baro "' 33 MAXIMUM TEST PRESSURE, Po= ([A+8*1] + c*o.57) (Po= 9 ~ ] Test Pressure sequence::: 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID: . A 8 C D E Po Values: if3 Po "'~; 2/3 Po=> (04~; 1/2 Po= 48 Add Appropriate ~o value to static pressure at center of test interval TEST NO. tJ,'PA~£, j; '& Sequence No. C Transducer Readings Before Pa_ckers Inflated: Top Transducer Readings After Packers Inflated: Top Planned Center Pressure: \\f.~ 18,.1-9,; M!(ldle~ 3~.f..o{*:* Bottom: I B,SG..; Middle '32.,<8G:.Bottom: 3C..:..,4e,p '5'8.-::t-8 M?~L\\-~(., zc, Se:G:~ m=NC.Et (\\ ( ) CJ~.>;r() ) FLOW METER READING, Gallons Middle
~~Time, FLOW,*gpm~~
Transducer*
~~Surface Gage Minutes~~
Reading, psi Pressure, psi Initial Final Difference

r-*
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I I I I. I b0Ul3LE PACKER BOREHOLE PSRMEABILITY TEST DATASHEEI AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME': Clinch ~lver SMR Project JOB _NO. 64§8*'13-1072 DATE: "l-£2...:!1 Boring NoM P- ~M,.. Borahole Olameter, ln.: B, &. Total Boring Depth, Ft._*wc.~- Gnd Elev, Ft: 8¢ ~,4 * . Caslng_Height above groun~, Ft:.ID,':> Elev. T?P of Casing, Ft. (Gnd Elev t* Casing Height): 8.f<b.l9., Datum
~~TESTID:t-1\\.'?*L\\.\\~ *-g.:5 Testlength:~~
'?,'5 1*estSeclionDepth(fromDatum): From\\¢9,--:::rl!l}.To \\\\~,1..<:;). (A} Depth to Water Table From Datum, Ft: (.£) ~. (J> '5 . (B) Surface Gage Height Above Datum, Ft. I."i-S:. Test Water Tem.p:-'1(, "'r-Baro Pressure,f!sl:
~~14-. '5 "5 Wi<itl.. 0Ar<li'a. rl!'M~'>~~
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Depth to Center of Test lntetval Frotn Datum, Ft: I\\'"!?*, 5 <\\ - - *------'"-(C)-nH~!Ei.i'i're'WateFTati!EilOCenter ofl'esflntetval Fl~ '~ Static water pressure at center= (0*62.4/144) + Baro "'~3 MAXIMUM TEST PRESSURE, Po "' ([A+B*1] + C*0,57) [Po = 9 (;, 1 Test Pressure sequence;; i/3 Po, 2/3 Po, Po, '1/2 Po, Po Sequence ID: . A B C D E Po Values: 1/3 Po,. 3!.2.. : 213 Po=~ *&.\\- ; 1/2 Po"' 48 Add Appropriate Po value to static pressure at center of test interval TEST NO. 1-A.'P*"r\\<.. F. *~ Sequence No. "D Planned Center Pressure: 8 1 Transducer Readings Before Packers Inflated: Top I 8, 'i-9. ; Middle Transducer Readings After Packers Inflated: Top t '8 t '8(., ; 'Mid9le s .SQI...fGNCE D FlOW METER READING, Gallons 3 f0. (c I * :. Bottom: * '3 <.e *. 4-(p '5 ~, 8G> : Bottom: 3 $,*q 8 Middle
~~Time, FLOW,gpl'n~~
~~Transducer Surface Gage Pressure, psi Minutes Reading, psi rnltlal Final Difference REMARKS c~~ l!R \\ ~'?>\\CfJUJ~~
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I l f f I I I I r DOUBLE! PACKER lBORE:HOLE PERMEABILITY lEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Project JOB.NO. 6468-13-1072 Boring NoMP:._ ~*\\lp Borehole Diameter, ln.: o,l::> Total Borlng Depth, Ft. "5'e¢ Page 1 of2 DATE:::tw£~... J'l GndEiev, Ft 8(/?C)A . Casing Height above ground, Ft:..§d..':l TEST ID: ~~*ll,~~,o 1:. 'g Test length: Elev. Top of Casing, Fl. (Gnd Elev +Casing Height): 810,. l9 =Datum
~~X I '5 Test Section Deptll (from Datum): From \\ 4>9,-.:p!o)~~
To. w-:v:v:;, (A) Depth to Water Table From Datum, Ft: (,c;:),~S (B) surface Gage Height Above Datum, Ft. I, '1 S Test Water Tem.p: '1 (, '"F Baro Presaure'(sl: I~*'?;, 'j 1,../r;;LL tUATG'a. rl<kP c:c Depth to Center ofT est In leNa I From Datum, Ft:_j \\""'b *, '5 ~ . ----*---*(c)-otstancewareFTaoletocentei'OfT9allnterval Ft. 4 ~pressure at center"' (0*62.4/144) + Baro ~ 33 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + 0*0,57) [Po" 9~ 1 Test Pressure sequence ;-1/3 Po, 213 Po, Po, 1/2 Po; Po " t,\\? -~ Sequence ID: A 8 C D E Po Values: 1/3 Po"~; 2/3 Po= CD4 ;.1/2 Po= 48 Add Appropriate Po value to static pressure a! center of test fnterval TEST NO. )-AP..t\\1,(,. ~ B Sequence No. _...,*D=-- Planned Center Pressure: --'8""""'*\\,_____ Tr'a.nsducer Readings Before Packers lnfi~ted: Top I 8, *q. g. i. Middle Transducer Readings After Packers Inflated: Top
~~l £3, 8&~~
~~Middle }A?-4\\{, 'K-& SsQU./ENC:E b Fl.OW METER READING, Gallons 3 g, * (s, / * :. Bottom: '3 lP, ~ '3Z,'8t... : Bottom: '3'8 a5 1 ' (Colo) *~/"~~ Middle~~
~~Time, FLOW,gpm~~
~~Transducer~~
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I DOUBLE PACKER BOREHOLE PERMEABILITY TEST OATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 DATE :*.z~£1(. ~1"3 PROJECT NAME: QlinQI) Rl~er SMR Pro!ecj JOS )'10. 6468-1'3-1072 Boling No MP* ~u... Borehole Diameter, ln.:* o, & Total Borlng Depth, Ft. ?;'c¢ Gnd Elev, Ft: 8(/>'?,4
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~~-.,--rest Section Depth (from Datum): From\\ ¢9,-::re,. To \\\\ ~- ~"?.~~
(A) Depth to Water Table From Deturn, Ft: <c "'?),C., S (B) Surfaee Gage Height Above Datum, Ft. l, "l'% Test Water Tem.p: **H., "'F-Baro Pressure, el; !4. *~ 0 WEI..L 0(/,Tff!fZ. -n;;:;;- 0 Depth to Center ofT est Interval From Datum, Pt: \\ * * *

~~(c)Dtstance waterTiH>lelOceRteronesnnterval Ft. ~~~

Static water pressure at center"' (C*62.4/144) + Baro"' 3 3 MAXIMUM TEST PRESSURE, Po= ([M!3*1] + 0*0.57) [Po" 9 _(., l Test Pressure sequence:= 113 Po, 213 Po, Po, 112 Po, Po Sequence ID: . A .B C D E Po Values: 113 Po"'__&; 2/3 Po:o GA- ; 112 Po"' 48 .Add Appropriate Po value to static pressure at center of test Interval TEST NO. !J..?-4\\L,; F. B Sequence No. E: . Planned Cente1* Pressure: I~ c;2 TrE\\nsducer Readings Before Packers.Inflated: Top I 8 t *~ 9. ; Middle Transducer Readings After Packers Inflated: Top
~~18, 8(., ; Middle M?- 4\\t..~~
~~'if'& S&QUENCIT! L...,_ FLOW METER READING, Gallons 3 R.,, (o I*:. Bottom: '3lP,4.l,p "32.8Gz: Bottom:~~
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\\'~49t29 C.>S 129,~\\ (.,5 \\~2~3-=t G.~ l zc:hZS (,'1) 1*3ctJAs (.,$ /:::J.Jr.:> 'Bo -T7CJ.M-T/'Z.J}."-> J u~ 3 9 G,'3 I 7> I fP/ Form Rev 0- Reviewed by ~ I"L{/~J DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 BOlUNG: M 'P.. 4 \\c. DATE: ~... ~t,- \\~. DATACOLLECTEDBY: ToM M~GtL..L/_..::Ti~-.A. GiovDAR"O 1J i I ~RES SURE: ~ I 'Ill I'> 1/J psi ~ ~~~-~*~s:v:R.EACE-GAGE /1 ; PRESSURE, _psi ~.<!. ...... ~">... ~ h ----..c /.... -<I.e- ~./'\\ ~,:s s4ec:f ~fPI,*rJ t7; r;.// -b.,c '3 Tot..s SfL /~ /13//) .. -CENXER..l'RANSD.UCER--- ** PRESSURE. psi (;:; ..[ ---- (')c'l"\\. ~-1!,.\\~\\*~ 1.- EQUIPMENT USED Transducers: Mini Trol Serial Numbers: I 4 'Z. \\1\\ L. Lto- 'Z<t'*l')) 1 t*J '" "3 u... *~ t,~ \\::.) J?,*iic.~e./:::'t-OL.-'l u.t~~tllotr-1 f.*~,.w-Surface Pressure Gage: 1-A.\\J.J ~ '1 t. ~~ \\JJ-S . ( tr \\\\-\\1) Nt Tt:< C> c..... *r;; N (1 ALtc.., G.;: M \\0*\\ % tJ\\\\0-'- (lf~ \\1. \\ "S) Barometric Probe: \\"2.,\\ ~\\ S l ~- \\'t.- 1:1.) FlowMeter: $'D'ZA3'0'8 (1=-"lte:.l,...-.:::> 1-S**I'S) StopWatch: L"Z,.8(., (L,** \\1.})~\\~) ~~\\ p ~ 4 tt.> z:.. 3, ( ~) z ~ I ::> ~ c;*,7- - z -z Jv\\ ?- t\\-\\(o E: '3 ( 6) R-

...:1* - W<z:.~z._* -~~ E-x-c:s*c IV\\?- 41 (, Z 3 U*A) 'G(/) 1 '?l ~ (/).+ ~ z:z M p ~ 411p Z '3 ('tv\\) 2.,q) 1 ~- (,IJ-:t- -. z z ,IV\\ \\.h 41~ z 3 ( L) (GQ) l'~- qJ 71- - zz f-.1\\P* 41v Z 1 (L ') ~(/)l ?:r (/)7- - 2"2-- Form Approved fot* Use on Clinch River SMR Prqject. J. A. Tlce, Technical Lead
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-176 of 515 1 'S 1 fl(/),1/*(&

\\!-_( 5 L. /5 I(:,§~( 4~ E: 'X'CEL. 1 '5, r;rs. {1}(/) \\1-l ~ L I '5, (/)3, (f)~ ExcEL Form Rev'o-Reviewed byc_;fl.. ( 'L/IJ~'J. i_ Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 WIP~+I ~~~~~~----------~ ~~ I 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 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance)) Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections llengtll Of StiCKUp aoove I UC(ft) 139.93 75 151 50 101 76 Center Test Pressures (psi) 125 176 226 151 226 13.29 21.12 200.00 9.47 11.20 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-177 of 515 lntlation Pressure (psi) 175 226 Test Date Prepared By Checked By 276. 201 276 -- --~- Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 Boring: MP*416 Zone: Z4 205.0 feet to 212.5 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) 11:04:30 0.0 76.54 11:14:00 0.0 11:05:00 0.5 76.54 0 11:14:30 0.5 11:05:30 1.0 76.54 0 11:15:00 1.0 11:06:00 1.5 77.54 8 11:15:30 1.5 11:06:30 2.0 116.68 -2 11:16:00 2.0 11:07:00 2.5 120.17 0 11:16:30 2.5 11:07:30 3.0 120.86 0 11:17:00 3.0 11:08:00 3.5 126.35 0 11:17:30 3.5 11:08:30 4.0 126.68 0 11:18:00 4.0 11:09:00 4.5 125.34 0 11:18:30 4.5 11:09:30 5.0 125.54 0 11:19:00 5.0 11:10:00 5.5 124.93 0 11:19:30 5.5 Pressure (psi) 125.75 144.54 145.76 157.78 159.43 169.72 169.33 170.42 174.89 175.48 176.07 175.90 11~10:30 6.0 --*- '125:47 0 11:20:00 - 6.0. '176, 12 11:11:00 6.5 125.39 () 11:20:30 6.5 11:11:30 7.0 125.40 0 11:21:00 7.0 11:12:00 7.5 125.56 0 11:21:30 7.5 Sequence D ( 1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time. 11:36:00 0.0 228.62 11:46:30 11:36:30 0.5 211.28 0 11:47:00 11:37:00 1.0 187.64 0 11:47:30 11:37:30 1.5 187.20 0 11:48:00 11:38:00 2.0 174.06 2 11:48:30 11:38:30 2.5 173.80 0 11:49:00 11:39:00 3.0 157.80 -2 11:49:30 11:39:30 3.5 160.50 0 11:50:00 11:40:00 4.0 153.79 0 11:50:30 11:40:30 4.5 151.99 0 11:51:00 11:41:00 5.0 152.13 0 11:51:30 11:41:30 5.5 151.77 0 11:52:00 11:42:00 6.0 152.44 -2 11:52:30 11:42:30 6.5 152.15 0 11:53:00 11:43:00 7,0 152.34 0 11:53:30 11:43:30 7.5 152.03 0 11:54:00 11:54:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-178 of 515 Elapsed Time (minuies) o.. o 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 7.5 8.0 175.41 175.50 175.66 Pressure (psi) 152.25 171.22 186.47 199.30 202.50 209.69 213.65 213.07 228.58 223.18 227..04 227.36 227.10 227.32 227.49 226.58 227.19 Flow Rate (gpm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Flow Rate (gpm) 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 Prepared by: t!'(;;:i/" Checked by: Ck (/'.1-Sequence C (Pol Elapsed Time Time (minutes) 11:24:30 0.0 11:25:00 0.5 11:25:30 1.0 11:26:00 1.5 11:26:30 2.0 11:27:00 2.5 11:27:30 3.0 11:28:00 3.5 11:28:30 4.0 11:29:00 4.5 11:29:30 5.0 11:30:00 5.5 11: 30:30 KO 11:31:00 6.5 11:3j:3Q -z.o 11:32:00 7.5 ... 11.:32:3.0 8.0 Date: q.,-'fJ ~-/4-Date:.f~g.... /.1 Flow Rate Pressure (psi) (gpm) 175.84 199.28 0 200.86 0 200.22 0 217.98 2 218.59 0 218.23 0 224.68 0 225.09 0 224.86 0 227.97 0 227.31 0 227:31 -o 227.71 0 22V:i4 0 227.92 0

~~--* 227.97 0~~

~~MP-416 Zone 4 10 8 ~---------~-~----------------------------------------------*---------- 1 4 ~~~

~~£ 0~~
~~2 N4~~

,,.......... ~.~*~***"'" ~""~""'" I"'""'"'"'"'~"' "'"'"Y ""'N"'"'"'"'""'"'"l""""'""' "" '""'-... "'!........................................._.. I"'_"'"-*""'"-"' "'-""'"" 1 """-""'"""' '""'~*... **""'Y'"'"""'""'""'"""'""' o.o 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8,0 Elapsed Time (minutes) ............ 1/3 Po Notes:* Test pressute appro)(/f'nat1ey 1/3 of the tnaidh1Uh1 testprassure (Po). Plow* rata typically measU)'ed:ovet a *BO second IJ'tetvnl. <----*-------~--------------*-----*-*-----*-.. *---* --~---------...,.....--- ~-------~--------------~---------------~-------------~-------- MP-416 Zone 4 0.9 +---------------------------------------------~-------------~-- 0,8 +-~----~--------------~--------------------------------------~----

~~o. 7~~

'"[ 0.6 "* o.s "' ;: £ 0.4.. _._.. _ ____, ____.. __, __.... _ ............ -*-***-"***--*-,-----------*--*-*-*--------------------------.....c.... 0.3 ~--*--*-----~------*-------- ______.. __________________________.. ____, ______ _ 0.2.*,_.. ___________ 0 -*--*--*. rf---*--,---*-.---*--..... -41.. ---*-, o.o 1.0 2.0 --2/3 Po Prepared by/Date:_...J..:K,::..;.~T"t""""" ..,.....,l_/,..,..t{_.(-;1 c._* i_ Checked by /Date: -.........,*JH-L-"'tl..,.)_,'7_,_l.=d'-L;-'"'I/.~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-179 of 515 3.0 4.0 5.0 6.0 7,0 8.0 Elapsed Time (minutes) Notos: Test pressure approxhnately 2/3 of tl\\o mal!lmum tost pros$Ur~ (Po).1:1ow rata typically moasurnd over a 30 second Interval. MP-416 Zone 4 2.5....................................................................................... _........... _............................................................................................,.............................................................. -............. -.. -*... -..............,............... _.., ~1.5 +---------------r-r--------------------------------------------------------- .'?.9 ~ .~

~~~------**-.. *--*------........ ____~~

~~. -~----~- 0.0 1.0 2.0 3,0 4.0 5.0 Elapsed* Time (minutes) MP-416 Zone 4 6.0 7.0 8.0~~
~~9.0 Notes~~
Test pressure tnoasur(ld at the 111axltnllm test pressure {~o), .Flow rate typically measured ol/el'*a 30 scc:.ond 11\\tatval. 2.5....................................................................................................................................................... _.,_....,.......................................................................................................................................................................................... 2............ -..................................................................................................................................................................................................................................................................................................................................................... 1.5......... _..............................................................,..,;;.,..... :.... *.....*...,...,~....................................................................................,......................... ~...............................,................................... ~....................................... ~......... -....... g 0.5 +---------1-----t------* .!'9* ~ 0 +-------..J,._---.Ir----'-~-"t--- ~ *0.5 -2 +-----..,------,-------.......,.---------,------,-----r-----r-------, 0.0 1.0 --1/2Po Clinch River Data Report Re Page E.3-180 of 515 2.0 3.0 4.0 Elapsed Time* (minutes) 5.0 6.0 7.0
~~8.0 Notes~~
Test pressure approxlmatoly 1/2 of the maximum test pressure (l)o), r:low rate typlcolly maa~ured over a 30 saco11d ltltei'Va1.
.---------------------~---~~~- MP-416 Zone 4 2.5 -y-~-------------- 2 *1--*----r--------------------------- 0 +------~-----~------r-~--~ o,o 1.0 2,0 3.0 Po Prepared by/Date: __ 1..,.,C\\._XL_._\\r+(-lf..:..../.;._! l.J....1_ Checked by/Date: --,Ji!,C.~:::::,\\;)~?:....!.;~ML..;i;t.:!4_~ _ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-181 of 515 4.0 s.o . Elapsed Time (minutes) 6.0* 7.0 8.0 9.0 NotGsi lost pressuro opproxlmataly at the 1'1'1aKitnum tost prasstrra*(P.o) *. FioW rate typlaally measure~ over a 30 seoond h1huval.
r I I I. I I I 11 t-'ln' \\'? -~ I ! I i. I DOUBLE PACKER BOREHOLe PEI\\MEABILITY TEST DATA SHEET
~~AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC:~~
Page 1 ofZ PROJECT NAME*: Clinch River SMR Pto!ec1 JOB.NO. §4§8-13-1072 DATE:..1:.::..&!S.:_I "j Boring NoMP~ 4Ho Borehole Diameter, ln.: 3.8. Total Boring Depth, Ft. ""?>"(...,(,!> Gnd Elev, Ft: ~4.* . Casing Height above ground, Ft:~ ':) EJev. Top of Casing, Ft. (Gnd Elev*+ Casing Height): "'Datum
~~TEST !0: I-<\\?* A\\<...~~
~~'i£. 4-Test length~ ?, S Test Sectron Depth (from Datum); From ~ <PS, 1-:> To ~ \\'~ * ~<:) (A} Depth to vyate~ \\able From Datum, Ft: <.t. ~' *l.> \\ (B)~~
~~--- ~ib":>,t'.:4- :2ci.,,';)4 TAA~~;n::r-izr:i~~~~~~~~;r;:;;;rrt;;;;::;ti~wf:dA\\-:i:fi:;m;-;;;-n=::t +- z:. ~{~~~
~~MAXIMUM TEST PRESSURE, Po= ((A+6*1] + c*o.57) [Po:::: l ~ \\ 1 Test Pres!lure sequence:" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence 10: A B c D E~~
Po Values: 1/3 Po"'~; 2/3 Po"'~; 1/2 Po=

-q <.o Add Appropriate Po value to static pressure at center of teat Interval TEST NO. tA?* 4\\L~4S.equence No.
A Planned Center Pressure: I*?., CO Transducer Readings Before Pa.ckerslntlated: Tap Transducer Readings After Packers Inflated: Top .l8,\\l..o: Middle \\6, \\~ ; Middle \\(..., s SQUENCS A FLOW METER READING, Gallons 3:4, ~
~~. Bottom:~~
~~-.:t.U>.'$1,.: Bottom: Middle ":/.8, rt>~~~
81. '=t9

Time, FlOW, gpm Transducer Surface Gage Pressure, psi Minutes Initial Final Difference Reading, psi REMARKS 856/t!-1 I\\ '*
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From Prelimin~ry Boring Layout Survey Fonn Approved for'use.on Clinch Rfver SMR ProjEJCt

J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-182 of 515 12 "?) X5 (.,
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OOUBLE P.ACKElR BOREHOLE PERMEABILITY TEST DATA SHSET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME*: Clinch Rjyer SMR Prol§ct JOB NO. 6468*13-j0'72 DATE: 1-- ((., /2.* I
~
Borh1g No f{lp~ 4 ~ (£, Borehole Diameter, ln.:.:.3.&. Total Borlng Depth, Ft. *;, ~G,p_ Gnd Elev, Ft: !$¢ 9.4* . Caslng Height above ground, Ft:~ ~ Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): =Datum
~~TEST I~;!-/\\£* A\\<..~~
~ 4. Test length: ?. 5 Test Section Depth (from Datum): From ~</>?,'q~To ~ \\'~, ~" (A} Depth to Water Table From Datum, Ft: 6 ':), '-" \\ Test Water Tem'p:~ Baro Pressure, sr:. I \\ A ~li;;LL \\IJA-r<ifa. T(f'MP <o 0 P::
~~1<;;,.~~
~~(B) Surface Gage Height Above Datum, Ft. _L3:_t5 1 epth to CenterofTest Interval From Datum, t: ~ Z<b.,,'54 \\~~~c:l"?, . *ZC.*l ~-~<:.'~-11. __~~

** ----.. --(cy-ol~tance Watet"TanletoGenter ofTesrinterval Ft. ~

tat c water pressure at center"' (0*62.4/144) + Baro = 1'5.::_ J MAXIMUM TEST PRESSURE, Po= ([A+B*1] + '0*0,57) [Po"' \\ ~ \\ J Test Pressure sequence 7' 113 Po, 213 Po, Po, 112 Po, Po Sequence ID: A B C D E Po Values: 113 Po=~; 2/3 Po" JS/lL; 112 Po"" -=t (., Add Appropriate P~ value to statio pressure at center oftest interval TEST NO. ~?- :6wv...t4Sequence No. B Planned Center Pressure: I:;J (.p Transducer Readings Before Packers Inflated; Top \\ 8, \\~;. Middle 1;4. '2k :. Bottom: -=1-8. 0~ Transducer Readings After Packers Inflated: Top l 8 ~ \\ (p ; Middle '"=t-~,5":]- : 13ottom: 8/;:::t:::; - \\(,. ~ s t::QUhNCS FLOW METER READING, Gallons
~~T1me, FLOW,.gpm Minutes Initial Final Difference Ill ' 14\\ !/!(/}~~
2,2. 92'5 11: If\\~ n~ ~~925 ?. /2. 9f, '5 (/J (/) \\\\: rs 1 (/!1) ?.~9~S ~2... 92'5 cP r/) \\\\\\ \\<;?\\"?,(11 2-~92-S ~2.. 92'5 (/) r.D \\\\\\ \\{.p',(t)ul.. ?'2 92'5. ~'2. 92l5 <f; (/) \\\\ \\ lL.\\~(0.2-2 925 ~~925
~~(/)~~
~~(j) \\l\\ \\'1\\rpuJ 2-2925 2.-2..92S cj) ¢ \\\\\\ \\~!j(b Z-12925 a2..9cs (j) (/) \\ \\\\ lS' (.l)CP 2 2. <:?.2.'5 4?.-2. ':) z. s c/} (/) \\\\\\ \\ ~\\ "!>IP Z S}Z.S~~
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~~From Preliminary Boring Layout Survey Form Approved for'use.on Clinch Rlver.SMR Project" J. A. Tioo, Technical Lead Clinch River Data Report Rev. 4 C~P-1112.16 Page E.3-183 of 515 Middle~~
-Transducer Surface Gage REMARKS Reading, psi Pressure, psi 12"5, 75 3(0 13.;.:&1/J l~l.R.$A.1e:' PL.c>t..J 144.~4-41 \\ L\\':), ':\\<'¢ 4--:t I;::* { III.JC.I?&!A$&' F'L'?L I '5':ii1<3 ~<f) 159,43 C,(fi /P lw9,1Z f~ I L.'3 *~$
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~~rr:>f' f/CAIV.$.~~
IS,lf Form Rev 0 - Reviewed by S)Z-- 1-t-/11/rJ
OOUBL.El PACKER BOREHOL.E PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURS, INC. PROJECT NAME: Clinch River SMB Protect. JOB.NO. 6468-13*1072 Borlng NaM.e.:AlC.O Bo;ehole Diameter, ln.:M Total Boring Depth, Ft. 1> '&t~. Page 1 of2 DATE; f.- "&P-*13 Gnd Elev, Ft: ~4* . Casing )-Ieight above ground, Ft:...!b.:J ':) TEST 1~: N\\f* A\\~ ~ 4. Test length; Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): = Datum * ":{ 5 Test Section Depth (from Datum): From ~ (/)C;;,, 1-~ To ~ \\~ ?-.~ (A) Depth to 1;1/aterTable From Datum, Ft: <..:.~, t.... \\ A I (B)' Surface Gage Height Above Datum, Ft. _LlC:, ~M ?..<J ".l '<; <l \\~"';)~';)~ ~~ *.z;s.lL_ ---~~(C}'OlstanceWater Ta!51e to Cenf6fOfleS1~~~~~2.~~~~=~=~=;;-:-=~-Q I MAXIMUM TEST PRESSURE, Po= ([A+B~1] + c*0.57) [Po::: l '5 \\ I Test Pressure sequence ;:t 1/3 Po, 2i3Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po = ~; 2/3 Po:.~ JSJ:U_; 1/2 Po=
~~-q <.....~~
Add Appropriate Po value to static pressure at center of test Interval TEST NO. !-A~* 4\\.l.~A:sequence No. C. Planned Center Pressure: ?./.C.ff Transducer Readings Before PE~:ckers Inflated: Top \\ 8, \\(c. ; Middle 1:~, U, :. Bottom: + 8, i/.> C?J Transducer Readings After Packers Inflated: Top (,., z.4 s SQUENCiF FL.OW METER READING, Gla!lons
Time, FLOW; gpm Minutes Initial Final Difference 1\\ \\ '2.1.\\- \\ 1>
(j Z.Z..S)Z-'5 U. 9Z'5
(}) ¢; \\\\ ', 'Z.<...\\ lfl (./) z*2.szs '?.,?... 925 {£>* (/) \\' ~ *z. L:. '"$1J. ~?-- 9/.?. <5 2.;'2... 9Z.l'o J* z t "Z- ~' ({)(J} --I I . ;2.~ 92,(, Z..'2..' 9~ (/) (/) 1\\ ~ 2.'~ \\ 3cft ~?-..9Z4> 2-'& 9Zc.. C/J d.>* 1' \\ "Z.t:l I ~!P iG~92(... ~~~2(.., (/) (/) u* \\ Z. 5 L5t~ 2i(.'32<.<> ~~5~ cp (/) 11 \\
~~2. ';)I ffl{j 2-2-S;)zc..,~~
~~'2..~ 92 t, cP (/) 1\\: Z"l'. ~(jl _.?2 '2>2(.. 2.2. ~z_c, 'C/> (/) ., \\ \\ '?:,'/P: fP(j}~~
~~z. '2.. cn_c, 2-'2..*920 d:>~~
(/.) 1\\ ', H'J.3.t. 7.:2. <7 ?._ (., ~'2..t:;;J2k (/) Cb ~ \\' '3 \\ ~ ¢0 22-~Zl.. 2.2. '?2L.. f./> (/) H\\:,(() 2.2. ':7 Z.Co (/; (/) \\\\ I ~tP ....... 'Z.'Z: :> l(, I) !.I \\\\ ~ 32.l '3-f11 22.. 92L. 2.2. 9ZC.. (/) ct> ~ '2'2.- 14\\'j~ 2,:2..t';)'2.~ ~*v?z.c_.. (j (/) 1.\\ ~ H~15
From Preliminary Boring Layout Survey Fonn Approve(! for'usa.on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112, 16 Page E.3-184 of 515 Middle Transducer Surface Gage REMARKS Reading, psi Pressure, psi
~~) i'5.8L.\\ -:f-5 I J:fff:t;;,l N / /,u::.,r<<;( 4 '} '<f.' F~ow 19':)1Z'B~~
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. ~ 2.4.'5&. 1 *z -z. 2 2'1 ;)':'f. /2.J5 .G/2.1-,'3}. {2'5 22-::tj'3{ IZ5 Z'*IG!,iJ t'2.'5 227S4 12-5 22":/, '2.. 12.5 .~ zz:-:z,97-(25 f3'ptv iS 4.) '7"7~........ '7/?r.\\.US .at.~/ /811~ Form Rev 0- Reviewed by
i . f I I ~ ' DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllngb RIVerSMR ProJect JOB.NO. §468*13-1072 DATE: 'f.-&?*/:) Boring NoM..i:.:4:l<.o
~~Borehole Diameter, ln.:M._ Total Boring Depth, Ft. *~ ~<J>.~~
Gnd Elev, Ft: ~4*
~~. Casing Height abova ground, F't:~ ':)~~
Elev. Top of Casing, Ft. (Gnd EleV+ Casing Height): "'Datum. TEST 1~: !'A.~* A\\~ ~.\\..Test length: __ ?i 5' Testseolion Depth (from Datum): From ~ (/)S,:":i~To ~ \\"'>;:,, '(t.') (A) Depth to Water Table From OattJm, Ft: to'?, l.J> \\ (B) Surface Gage Height Above Datum, Ft. I, '1-t5 1 A,. \\~";l.S)) - --'-~----{c}Dl~tw'IOOWater 1 a!ilerocemer:orreennterv'<>~a -.=*r. -d:. :A:i_,;;:, ~-~~ii.-ci~~~~---;;i;r;t;;r;;rr~lliW.~;;:;;-;:;-~~-=---"-=-""'-"'t . MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + C"0.57) [Po= l '5 \\ ] Test Pressure sequence;= 113 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A 13 C D E Po Values: 1/3 Po"'...5!/2......: 2f3 Po=~; 1/2 p~.. ~ (,., Add App*ropriate P~ value to statio pressure at center of test Interval TEST NO. !A?* 4\\L.14sequance No. D Planned Center Pressure: l~Sl Transducer Readings Before Pll:ckers Inflated: Top 18, \\lt>.; Middle Transducer Readings After P~ckers Inflated: Top \\ 8, \\ lo ; Middle MP-4\\<.... z4 Se:<t>W::NC!Z 'D FLOW METER READING, Gallons 3:1-, ~
~~. Bottom:. ':/. 8, <Z> ':)~~
~~~~51 : Bottom: 8L *~ 9 Middle~~
~~Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference tl ~ '3~;p \\ i/JII 2.Z~Z.<:o Z28,&Z.~~
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t "':S:\\,'()~ '.5$ \\ \\ ', 3~ \\3(/ z,~t?>~s ~2. ~is (/) (/) I <.,!'Q ;SlP s*s tV c!\\(b\\ f/JUI '2..?..92.5 2-2. 92.5 (/) (/> \\S~;1:1:) 4':1 l\\l L\\.(J)\\]>t,D 22-~ZS 22.'?2.5 ' (jJ c/J \\S\\ '3~ 41- \\\\ ~ 4\\.\\ If)~ R~ <vl<O 2'2. <;?Z-S (jJ C/>
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~~From Preliminary Boring Layout SuNey Form Approved far'usa.on Clinch River SMR Project-J. A. Tice, Technical Lead Form Rev o-Reviewed by <:)~ (1...-((1/11.~~
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-185 of 515 i )
DOUBLE PACKER BOR.EHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE., INC. Page 1 of 2 PROJECT NAME: Clinch RIVer SMR Protect JOB.NO. 6468-13*1072 DATE: "':f.- ?v?-~ 17> Boring No MP' 4\\ (b Borehole Diameter, ln.:* 3, 8 Total Boring Depth, Ft. :0 '~()> Gnd Elev, Ft:.~4*
~~. Casing Height above ground, F't:~ ':1 Elev. Top of Casing, Ft. (Gnd Elev+ Casing Height):~~
~~=Datum~~
~~TEST 10: N\\~- L\\\\<..~~
~~-g,.\\,..Test l~ngth;~~
~~f. 5 Tesl8ecllon Depth (from Datum): From g. <P~."':\\--,To 'i0 \\ ~~~
~~'~::> A MAXIMUM TEST PRESSURE, Po= ([A+B*1) +*c*0.57) [Po" l '5} ] Test Pressure sequence 7" 113 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A . B C D E~~
~~Po Values: 1/3 Po c: 5JRj 2/3 Po=.J.m..L; 1/2 Po"~~
"=l (,;, Add App*roprlate ~o value to static pressure at center of testlnte1va1 TEST NO. t-Af', Ao\\!,.~4sequence No........:;5=-:...._- Planned Center Pressure: _....,p"---2_(p.;...__ Transducer Readings Before Packers Inflated: Top Transducer Readings After Packers Inflated: lop l 8, \\(&,.; Middle 1:4, ~
~~. Bottom:~~
~~':'/. 8, 0 CJ \\ 'B, \\<... : Middle 7-1lo, CS'T : Bottom: * ~ q~. 8 ~~ "+">~~
~~q, Z'"l.- t"!.~~
~~~ l,. s SQ t!Ji'Of./C.E?' FLOW METER READING, Gallons~~
~~' Middle~~
~~Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes.~~
~~Reading, psi Pressure, psi Initial Final~~
~~Difference r-!ll.4(..,l3U' 229Z4~~
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From Preliminary Boring Layout Survey Form Approved for' use. on Clinch River SMR Project-J. A. Tlce, Technical L.eact

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-186 of 515 Form Rev o.. Reviewed by *s)2-
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 BORING: M? ~ 4\\ L DATE: '7.j,_ 2 Z- \\'3 DATACOLLECTEDBY: ToM M~Gu .. ~../ J/~" GavOA'RD I ~RES SURE: JJ lA psi SJl-. ~"-/1? }1/ 'T'JM~ SIJ.RltACE-GA.GE minute ~ A ; PRESSURE, psi
~~0"'--..... ~..,..~~
""' p-b---._.( I""" -<~~ ~.A ~..! --- ~c'h. ":{-~\\ ~ \\';) c !l-!1"{ 0,ccA A-ff}liJ 17 <,[I -&-~c t.f Tt ~ts (j}l-(~ /JJ /1 J l'li:Nl'-ER-TR~SD.UCER PRESSURE, psi EQUIPMENT USED Transducers: Mhrl TrolSerial Numbers: 14 ;G 14& ( G!l*- 2¢ -n) ~\\'53 8 ~ ( (o ~ ZC/1 -I'!J 3"3'589<.. ( l4-l Z *13) ~Ac£<~Loc..J Gt:..~..W.<lT) MvJ-~ (*to*\\\\-\\""';.) Surface Pressure Gage: M\\IJ ~ 4-4 ""w ~ <5. (Lc. -\\\\- ~ -s) TI-l t;R M OME TE. 'A. : L 7' 2.8. ( 5 13) N1Tf<OC1 *r;;N GAtten.s: MvJ- \\ ~* 1--/...W **-z... ~c...-\\\\-\\.'1.) BarometricProbe: /Z./31S (G. - /2 ~ /3) FlowMeter: 8SZ...c:\\~B8 (1=!'\\ty'-1':> ~'"8~ \\~) Stop Watch: L 'it.8L. ( ~- \\ (/)- \\ ~) 1'1\\ p ~ 4-\\ \\.p z.. 4 (~) Z,(f{ll '3- (/)'1 - z 2. .tv\\?~ L\\ \\~
~~2:4 (8)~~
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~~u. '581 ("~~~
E: X.C:.'E'.L. l/<"59,4l) VJ5L I L <5 9-, 4'1 E'.-)(CG: I Lt (!!I I z 7- 'v_/5 L, /Z,(/Jt, 27-- E: 'XCE;L I Z, (/JZ, '3 (/ \\t-) 'S L I z I (/)2., 3tl E)<CEL.; Form Rev 0 - Reviewed by ~12.. 111 ( (1/l'J
PACKER TEST FLOW RATE GRAPHS Boring MP-417 Packer Test Intervals: (below ground surface) (below top of casing) MP-202 Zone 1: 61.5 feet to 69.0 feet: 63.59 feet to 71.09 feet MP-202 Zone 2: 84.0 feet to 91.5 feet: 86.09 feet to 93.59 feet MP-202 Zone 3: 210.5 feet to 218.0 feet: 212.6 feet to 220.1 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.3-188 of 515 a me
FIF No. 25847 *601-KOI-CY00*00001 0 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project-Site Subsurface Investigation FIELD INSTRUCTION FORM Specification Section: 5.3.7.2 Packer Testing in MP 417 Fleld Instruction: The following are the three (3) depth zones in which packer testing will be conducted in borehole MP 417:
~~Zone 1: 61.5 to 69.0 feet below land surface. (Tolerance+/~ 0.5 feet)~~
Zone 2: 84.0 to 91.5 feet below land surface. (Tolerance+/~ 2 feet) Zone 3: 210.5 to 218 feet below land surface. (Tolerance +/~ 2 feet) The desired pressure ranges that will be tested in each qf the three 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 25847.. 601~V14-CY00-00018~006) 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. Basis/Justification for Instruction: The depth of the above zones was selected based on fracture zones identified from DRAFT geologic core logs, RQD analysis and from the acoustic televiewer logs. The bottom depth for packer testing is limited tq approximately 250 feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP Packer Pressure Testing in Boreholes, Attachment 8 (Bechtel Power lnfoWorks 25847-601-V1+CYOQ-..Q0018-006) or latest revision at time of testing. Specification requires Contractor to provide test depths and pressures. Prepared By: Name Reviewed By: 0 t;: ~ t.-I; f"'\\S v ~"'-\\ t-ate -r 1 ~.7 Name Signature Approved By: GQ:. F-* 1_.\\\\ Jv'\\S.\\../'11\\\\~ Q*, D-AMN\\.; <S') M.fl r;,MNt "\\'l; }f:vvJJ,f /VI. if-1 ~ate 3 (see Section 1.2 for further Instructions) Na e .LSign ~re Received By AMEC Site Mgr or Proj Mgr:
~~~* &,s,e~~~
Name Signature ©2013 Bachtel Power Corporation. Contains Contractor Confidenfiallnfonnation. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-189 of 515 Date PAGE 1 OF1
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 19-Surtace Gage He1ght(tt) !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 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 stickup above TOG (ft) 38.59 31 51 17 34 26 center I est Pressures (psi) 48 65 82 57 82 13.29 21.12 57.80 2.74 5.56 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-190 of 515 Inflation Pressure (psi) 98 115 132 107 132 Test Date Prepared By Checked By
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.. AMEC Project # 6468-1 3-1072 Boring: MP-417 Zone: Z1 61.5 feet to 69.0 feet below ground surface Transducer Location: Middle Sequence Al1/3 Po) Sequence B (2/3 Po) !::lapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time (minutes) 16:08:00 0.0 31.76 16:19:00 0.0 16:08:30 0.5 38.18 4 16:19:30 0.5 16:09:00 1.0 43.65 2 16:20:00 1.0 16:09:30 1.5 44.88 2 16:20:30 1.5 16:10:00 2.0 51.21 4 16:21:00 2.0 16:10:30 2.5 51.56 0 16:21:30 2.5 16:1 1:00 3.0 51.41 2 16:22:00 3.0 16:11 :30 3.5 49.25 2 16:22:30 3.5 16:12:00 4.0 48.73 2 16:23:00 4.0 16:12:30 4.5 48.76 2 16:23:30 4.5 16:13:00 5.0 48.75 0 16:24:00 5.0 16:13:30 5.5 48.89 2 16:24:30 5.5 16:1 4:00 -- B.O 49:04 -2 16:1 4:30 B.5 48.89 2 .. -16:15:00 .... 7.0 49.00 - 2 16:15:30 7.5 48.94. 2 16:16:00 8.0 48.94 2 1'6:16:30' 8.5 >19:02. 2 Sequence D ( 1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 16:41:00 0.0 82.10 16:54:30 16:41:30 0.5 71.08 2 16:55:00 16:42:00 1.0 63.91 4 16:55:30 . 16:42:30 1.5 63.41 4 16:56:00 16:43:00 2.0 63.35 2 16:56:30 16:43:30 2.5 61.75 6 16:57:00 16:44:00 3.0 61.68 4 16:57:30 16:44:30 3.5 61.64 4 16:58:00 1.6:45:00 4.0 59.93 4 16:58:30 16:45:30 4.5 59.93 4 16:59:00 16:46:00 5.0 60.02 4 16:59:30 16:46:30 5.5 58.65 4 17:00:00 16:47:00 6.0 58.53 4 17:00:30 16:47:30 6.5 58.42 4 17:01:00 16:48:00 7.0 58.27 4 17:01:30 16:48:30 7.5 58.35 2 17:02:00 16;49:00 8.0 58.07 4 17:02:30 16:49:30 8.5 57.85 4 17:03:00 16:50:00 9.0 57.72 4 16:50:30 9.5 57:73 4 16:51:00 10.0 57.82 4 16:51:30 10.5 57.81 4 16:52:00 11.0 57.71 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-191 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 7.0 7.5 8.0 8.5 Flow Rate Pressure (psi) (gpm) 49.52 50.34 2 62.75 4 62.97 2 64.62 4 64.94 4 64.66 4 64.74 2 64.75 6 64.73 4 64.97 4 64.81 1 Flow Rate Pressure (psi) (gpm) 57.61 57.78 4 79.07 8 79.87 6 80.08 8 80.52 6 82.84 8 82.93 8 83.12 8 83.45 6 84.93 8 82.35 6 82.29 6 81.98 8 82,03 8 82.24 10 81.98 6 81.95 6 Prepared by: c::!! Pr Checked by: g-a1_ Sequence C (Pol_ Elapsed Time Time (minutes) 16:27:30 0.0 16:28:00 0.5 16:28:30 1.0 16:29:00 1.5 16:29:30 2.0 16:30:00 2.5 16:30:30 3.0 16:31 :00 3.5 16:31:30 4.0 16:32:00 4.5 16:32:30 5.0 16:33:00 5.5 16 ~3B~30 6.0 16:34:00 6.5 . 16:34:30 7.0 16:35:06 7.5 16:35:.30 8.0 16:36:00 8;5 16:36:30 9.0 16:37:00 9.5 16:37:30 10.0 Date: Date: .:t- - 8'- lq_ k-' lJ -' (d.- Flow Rate Pressure (psi) (gpm) 64.88 68.43 4 70.74 4 70.59 4 70.72 4 74.65 4 75.20 6 75.1 5 4 75.38 6 78.64 6 78.94 4 78.77 6 8*h57* 6 81.84 6 82.65 6 82.38 6 82.77 6 8-2;!)1-6 82.56 6 82.56 8 82.27 6
o.o 1.0 2.0 3.0 -o-1/3 Po 7,-------------- 6 .2 *1---->1----~-----¥----- 1 MP-417 Zone 1 4.0 5.0 Elapsed Time (minutes) MP-417 Zone 1 6.0 7.0 8,0 Notes I Test pressure approximately 1/3 of the maximum test pressure (Po), Flow rate typically measured aver a 30-second Interval. 9.0 0 *~----------.--- 0.0 1.0 2,0 -o-2/3 Po Prepared by /Date: _ _...,~"7T'.,..-~-;-+-'-----."~ Checked by/Date: -----,,q....J..~"'--'"'-""'~"""'- clinch River Data Report Re Page E.3-192 of 515 3.0 Elapsed Time (minutes) 4.0 5.0
~~6.0 Notos~~
Tost pressure appt'oxtmotely '1/3 of the maximum test pressure (Po), Flow rate typically measured ovor a 30 ser.ot\\d Interval,
MP-417 Zone 1 7 *r-------------------------------------------------------------------------------- - 6 t----------;r-A----- - 5 *1------+-/-1---\\ ----- 'S r 1 \\ 1 ~* I V \\ I v 0
~~~------------.-------------.------~------.---------~--.---~------ ~-------------,~~
o.o 2.0 4.0 ~1/2Po 9 8 7 6,0 Eiapsed'fhne (minutes) MP-417 Zone 1 8.0 10.0 12.0 Notas: Test pres5Ure approximately at 1/2 of the maximum test pressure (Po). Flow rata typically measured over a 30 second Interval, 7\\ 6 _____ H !t'
~~A----**'**-~~~
/3 3 2 0 *!---* o.o 2.0 4.0 ~-Po Prepared by/Date:_---!..::f(::.L . /1!...L?.-+-l~_;l..(+/_t!:..! L.Li-,-- Checked by/Date: ----HCJa.75!.::..d.IL-I-t-'-'/).""l~Z+/¥-~~ // Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-193 of 515 6.0 F.iapsed Time (mim1tes) 8.0 10.0 12.0 Notes: Tost pressure Ppproxlmately at tho ma>tlmum tost prossuro (Po). Ftow rato typically mf:lasured ovet <1. 30 se<:ond lhtorval,
12 ~----------------------------------~----------------------------------------------- 10 +---------------------------- 4 "1---~------------ 2 "r-------------------------------------- 0.0 1.0 2.0 3.0 4.0 5.0 Elapsed Time (minutes) ~Po Clinch River Data Report R Page E.3-194 of 515 6,0 7.0 8.0
~~9.0 Notes~~
Test pressure opproxltnately at the mo)(fmum test pressure {Po), Flow rate typically meE\\sltred.over a 30 second lntotval,
I* I I i
~~j DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.~~
~~Paga 1 of2 PROJECT NAME: Clinch RlverSMR Project JOB NO. 6468-13-1072 DATE: 7-/ ::;~13 1 '~~
~~Borlng No MP.. 4\\:j..~~
~~Borehole Diameter, ln.:*3,8 Total Bo~ng Depth, Ft. 32.-0 Gnd Elev, Ft: ::::;::fZ,(..~~
~~Casing Height above ground, Ft: B' ~'}~~
El~v. Top of Casing, Ft. (Gnd Elev + Caslng*Helght): 'f-7-4, 1' "'Datum TESTID:/Vl'P*Al':l c I Testlength: =?-, '5 TestSectlonDepth(from.Datum): From (o~,c;;~ To "\\\\.(p':) (A) Depth to Water Table From Di!lUf!J, Ft: ?.. e. ":1-5 Test W<~ler Te~p:~ Bare Pressure, psl: /4.4 7 Depth to Cent~r of Test Interval ~rom Datum, Ft: G:> ':t*,;A * (B) Surface Gage Helgbt Above Datum, Ft. ¢, 5 (fJ (C) Distance Water Table to Center of Test lnter:val Ft. '3 8, S c;> Static water pressure at center~ (C~62.4/144) + Baro = 3 \\ MAXIMUM TEST PRESSURE, Po= ([A+B"1) + C"0.57) [Po"' ___!iLj Test Pressure sequence ;o 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence ID: A 6 C D E Po Values: 1/3 Po"'~; 2/3 Po= ~A : 1/2 Po"' ?JC., Add Appropriate P9 value* to static pressur~ at center oftes!lnterval TEST N~, M P*41? "*'lequence No. A
~~Planned Center Pressure:~~
~~4 8 /8,5~ .3~.. ~4~ Transducer Readings Before Packers* inflated': Top* *~ . : Middle ~~~~
~~Bo!tom:~~
~
~~Transducer Readings After Packers Inflated: Top ~ J:!.._. '"-\\-~ \\1-n :t I i9.~5~~
~~Middle Bottom:~~
~~MP~L\\\\i 1:.. s Gi Gl. u. &',u c..c; /J... FLOW METER READING, Galtons o' Middle Time,* FLOW,gpm Transducer~~
~~Surface Gage REMARKS Minutes Reading, psi Pressure, psl Initial Final Difference~~
~~\\<P \\ ¢S titHP \\. 8~(0?) '5 \\, -q.c.. 01 'BIS<I'.JII.V~~
~~-"";,<.,)~~
~~I JoJt.te-a;'a $&~~
~~\\1..4> ', <:65 \\~co 0 l'O?.. k>3~~
\\ g 'Pf.o'5 2:. 4 )<Q,l?, \\(2) \\(...', '(/)":)\\(I(} \\ B 2£or:;) 1 ra. 2-ls G:> \\ -z. 43,0>'5 \\W /.UCA.&'I(d"tl!St:.* Ct.."'"' \\laj ctJ~. 1~GI \\82C..G. lB Zlo".'f* \\ ~-- 0 \\C..:.\\ \\ <fJ' (j)(P \\8't.,tt>~t 0 '18 F:,(D9 '2.. \\l.o\\ HQ l)rA \\ 'O'U<>7J l8tG>'7 d \\t... \\ \\\\ {,/)(P \\8~Cn'7 lB 't::J:tqJ I \\ lt.\\. \\\\.\\ ~u \\ g Z:i;CP ~8 2..:-=/l \\~ \\ \\ 2.. \\ q:1@ t8 '?-.,~\\ ~s z.:=r2'- \\ \\v'<\\"2.t3u If, 2:-~'2... iB z;:r*s \\ \\ ~ \\. \\'f> ~ <fJQ t'G ~;::g ~8 z.:~~ (fl \\. L.... \\ 1.\\ ":>Iff \\~ Z-.~3 18 2:14 I tlo ( \\ IJ,;,<Jf)ifi t'a ?_"q-1\\ \\8 2':\\*S \\ ~ lt> \\ LA\\ "~t.l \\~'L~-1-S 15 Z..'::!t~ \\l<> t'?'fP() \\5 "(;\\(., t8 2:-::n, \\ tt,-- - ~ St'Dt) -... \\ -'{)'(.;-~"\\-- --- ts -z*qg \\ (., \\ \\ (, : *~ 0 \\8 ~-;~g t8 -z-*::t~ \\ tv. I \\l.P \\"Jt.l \\ 6'Z.i-CJ \\6 Z.8lf) l
~~From Preliminary Boring Layout Survey~~
~~'Z-L\\. r./J z .'Z.~~
z.
~~z dJ~~
~~z..~~
2 2 "'2. z ?- /1,/ Fll/ S /(.., 117/tl 5 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.3-195 of 515 t.\\ A-8 <g lS '5l. ~ \\ IS t;5 \\/56:. IS ~\\ [\\ \\ lS
~~-b &CIJ..i-*ASt.l Ft.-IJW 4<?:zs~~
~~\\t.\\- 4'e.*:rs t4 48.1-=:t(., l4 4*~,":\\."7,) \\A 4 8,'0'). \\1.\\. f+<?\\CP4* \\ 4 4B.St.) l4 4~d/JJ/t \\J,.. -L\\81~~ - -- -~~
~~\\l\\ - --~~
46,1:'.)(~ \\ L.\\ 4'0;(/JZ l L\\_ fEiJ-JD {HGJ 13 077'"1'-'- Tte4/.J1 '54. 2.3 { 0 /-;> 7.£ 4/Jl' z.. (I), '3 s Form Rev 0- Reviewed by c:;:f?- I vlj1 p J.
DOUBLE PACKER 130REHOLE PERMEABILITY TEST DATA SHEET
~~AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.~~
Page 1of 2 DATE: 7~ I ::;~I 3 PROJE;CT NAME: Clinch River SMB Project JOB _NO. 6468-13-10(2 . Boring No Mf> ~ 4:1 7':f Sorehol.e Diameter, ln.: *3, 8_ Total Boring Depth, Fi. 3 2-,(J Gnd Elev, Ft ':f ':12, C.,
Casing Height above ground, Ft: z, (J)'j El~v. Top of Casing,. Ft. (Gnd Elev +Casing ~eight): 174, T =Datum TESTID~jvtP~41':7 z; \\ Testlength: ~.2.____ TestSectlonDepth(from.Datum): From (Qj?,'::)'3 To

~\\.(/><';:)
(A) Depth to Water Table From Datul)1. Ft: ~ 'B 1'1-S (B) Surtaca Gage Height Above Datum, Ft. ¢, S (,t) Test Water 'fe~*p:~ Baro Pressure, psl: /4.4 ?- Depth to Cent~r ofT est Interval From Datum, Ft: Co,*,pi\\- . (C) Distance Water Table to Center ofT est Interval Ft. '38,Sc;l statio water pressure at center;. (0*62.4/144) + Baro = * ?, \\ 1.
~~MAXIMUM TEST PRESSURE:, Po= ([A+B~1] + 0*0.57) (Po"'.5 \\~~
1 Test Pressure sequence::= 113 Po, 273 Po, Po, 112 Po, Po Sequence ID: A B C D E Po Values; 1/3 Po ::: __I3:___;; 2f3 Po=. ? 6. ; 1/2 Po:=.2.1 l...a Add Appropriate Po value to static pressure at center of test Interval ~~ \\ TEST NO. Me-41:1... Sequence No. B Planned Canter Pressure: (tiC,:~ --:..;:;;..__ I B. 5<t>
~~}¢,> #~~
~~Tra:nsducerRaadings Before Packers* inflated'; Top* fr~.,..: Middle* ::t:t.'tr :' Bottom: 34; 2-5 48*53 *~~ .. 1--n-1:0 ~~~
~~Transducer Readings After Packers Inflated: Top i 9, 5'5 ; Middle~~
~~~ {, 7t 2. Bottom: ~4.J! ~-.h..-:t-\\1-117 Mr-4ri b\\ ~6c$J. V.ifl;-' (_c:- ~ FLOW METER REAQING, Gallons Middle~~
~~Tlme, FLOW,gpm Transducer~~
~~Surface Gage REMARKS Minutes Reading, psi Pressure, psl Initial Final Difference~~
~~!Ln~\\ ~I ~q l'fYZ..~t\\- 4'3~~'2 t4 't'flf0111.J~~
~~.._..a.e&.t!~a;~~

~~ft-L.c,.., \\\\o\\ 18~ M .\\ 'OZSL\\- H3 z*scs \\ . *z.. '.5 0/~4~~
~~2-S l L> 'ZJ/J l {JJf;)~~
\\BZBS. Hs z~r:r -z.. . 4 (o '2.,~5 2tS ht~:... R~I+st;,C(..£?lu \\lo) 'Zf/) ~ J(J ~8~~~ t2 2::.88. \\ -z.. G.z, '7-:f 2'1 \\L. ~ 2-ll f./Jf/J I?> 7..'BB. \\'S Z9>f1J "2-. L\\-*. G.4,la'Z 21-I e,. ~ Z..U ?JL ~ \\~Z.:>IP ~B 2--'"32- -z_ 4- <...4,';>4 'Z l (...\\ 2 2: (IJ(J \\ 'e>'V?2. t'B Z<94 7.-, 4 /....A,,l.G. 21* I~'. 2-'Z-', :,rp
~~~ B?..':lt\\~~
\\'3 2'?'5 \\ ."2-G,.Ll, ':1-l\\ "P7 l (., \\ *z. "~ \\ (/)() \\6Z9S t5 '2._ '?'5 ~ (.,. (@4.,~5 ?.-+ ~(,. ', 'Z.-'3 l $1J '8 'i?--~8 \\8 -~f/1~ -i.-. 4-G:.4,'4~ z-r \\l, \\ 2.4 ~ f/(1 vo~l4u 18 '?J@'L 'Z.. 4- ~41'9'1 12-t-H:ot ?-.A\\..'1.0 \\ e ?Jr/}Z-LB* ?>rP~ l ) .Gih8l. ?-+ e;-IJO. (Ji G). I c,/2.5/15. 73 0(7'Cll<- 7'/e4.v.s 3'5. '::,1(/) lb.' i2-~l4S 7C,,o '/lt!..61J~ ~-
~~?./, 9c;~~
~*From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project-J. A. Tice, Technical Lead Form Rev 0- Review,ed by $fk. ("'2,;{(7H1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-196 of 515
DOUEL.E PACKER BOREHOLE PERMEA131L.ITYTE!ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME; Clinch RlverSMR Pro!ec! JOB.NO. 6468*13*1!ru. DATE: '?-/ ::;~13 . Boring No ~~-4\\':.'f. Borehole Dtametet*,tn.:*3,8 Total Boring Depth, Ft. 3~(J Gnd E!ev, Ft: ::r::;c,t., *> Casing Hel~ht above ground, Ft: /3,t;J') El~v. Top of Casing,. Ft. (Gnd Elev+ Casing Height): f.q4, f "'Datum TEST!;:MP-4!:7 ~ \\ Testlength:
,, 5 Tes!Sectionr.'lspth(from.Datum): From <.or../59 To ":.l;\\.(,6<j (A) Depth to Waler Table From Daturr, Ft: Z. ~.i-S (B) Surface Gage Height Above Datum, Ft. _p, 5 (,IJ Test Water Te~*p:~ Baro Pre6sUre, psi: /1A 41 Depth to Cen!~r of Test lnteJVal From Datt;m, Ft: Co '9:;1:/\\-
. (C) Distance Water Table to Center ofT est Interval Ft. 38, S t;:) Static water pressure at center;, (C*62.4/144) ~* Baro"' 2> \\ l Test Pressure sequence :o 1/3 Po, 2l3Po, Po, 112 Po, Po MAXIMUM TEST PRESSURE, Po= ([A+B*iJ + c*o.57) [Po"' 5' \\ Po Values: 1/3 Po"'.J:3.....;; 21i Po:: ~ 6.. ; 112 Po"' ~{.., SeqtJence JD: A B C D E Add Appropriate Po value to static pressure at center of test fnteNal ~' TEST NO.. Mi'-41? Sequence No. C,
~~Planned Center Pressure:~~
.. B 'C.. tf.f};r&,%. ; Middle J£*1J: Transducer Readings Before Packers* lnfiatect: Top*
Bottom:

34~~5' 8;-§;t. cr~.. 1--n. ! 3
~
~~TransducerReadings After Packers Inflated: Top /'?,'SS: Mrodle ~l.::t2.. Bottom:* 34,1. !. ~.):i... * -;.-\\1*!'> 1 Mf>~4ri. t,\\ '5S:c:Qu.~~-.~..::.c;::; C-. FLOW METER READING, Gallons~~
~~Time, fl.OW,gpm Minutes Initial Final~~
. Difference ll.o'1 z:::n ~(I! lB~\\t\\- \\C, 1 "2.51 ¢qJ .\\ '8~V\\- ~~ ~\\,(.. z_ 4 tt.o ~ ze ~ 3~ t6o\\<..o \\B *-s \\8 "2-4 t (,\\ 2-"D! (l}(f) \\~~\\S \\B "bZ(/l "Z.., 4 tl..~ z:> :'3o \\8~2..(/) \\'8 ::32.2 '2.. 4'* - \\ (.., ~.JJJ!J fDrl. \\8 ~2,2.- \\8 1'2.4 "2-. ~" \\<..o', '3l/J ~ 3¢
~~, \\j ~ C-1.\\'~~
~~VB '32.:~ 3 L., \\ v. \\. '3 \\ H11P. \\ g *:,z.q. ~~ '3Z'?~~
z.
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~
/.,. \\ l.. \\?) "1 \\ *;,tp ~.e*~l\\o, t8 ~'\\) ':':~ (p \\\\..> \\ '34!ft11P f~~- va 34(,. Lo tL. \\ 1t:X ~ '3c t t:l'Y\\l, lS34~ '3 4> \\b.\\ -1'S \\~ ~u - ~ \\B-~4\\!J> -- +& 3'5'2.- __ '3,_ ------- - (;p - -- \\~ \\ 1~n1P LB'~Z... ~13 3'5'5 '5 (? \\C.~\\(..\\ (IW t '0 ~0,'5 V3 -;)S'B "3 ~
From Preliminary Boring Layout SuiYey 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.3-197 of 515 Middle Transducer

Surface Gage REMARKS Readln!J, psi Pressure, psi BtrooiJ
~~(...4,88 2.~ I i-J'£iF-4S~ /-;..,.<. tJW &:.SA~ o"G. ::j (/J.'14 '3(.~~
~~f(}J.~~~~
31
~~/IJCfUi..S:J.*tfl,c:'L a e.:~~~
~~'1-(/). '9 "L ~'5 "t A 1(.5 3S ~~,?.{/) 3'3 ~-~.\\I) 3S.~ l(,.~* 'T-l9-1'3 }I.J 02../P!H -&: t:t..;ow ':t'5. 7>~ 39 ~'q,(.,4 ~$ '9~~
~~f-tg I <;A "3'::>~~
I t-J U<¥/!j '5 (; PL,)LJ 9'8:::1'1 4~ 8l.St 4-t./J ..8.1184 4(/) 82,(;.5 4@ - -~2-t"~S- -l!rVJ-* -----------_, ------ 5'2.,"::£-'9: .4c.tl -~ 8'2-*.91 . 4.--CP Form Rev 0- Reviewed by
DOUBLE PACKER BOREHOLE PERMSAElll..lTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: 0\\loch River SMR Prolect JOB NO. 6468-13-1072 DATE: ?-/ ;:;-13 . Borlng No tv\\P-4-ft
Borehole Diameter, ln.:*3,8 Totat Boring Depth, Ft. 3~0 Qlnd Elev, Ft: ::f'YZ.l.

Casing Height above ground, Ft: z, Cff7 *
~~. ~~~v. Top of~aslng,, Ft. (God Elev + Caslng*Helght):_1-f41 1' "'Datum TESTI~~MP~4J':r c I Testlangth:~~
~~r, '5 TestSeGtionDepth(from.Datum): Prom {Q'?>o'5'3 To ~\\.(tl'?~~
(A} Depth to Water Table From Oatuf)l. Ft: Z. ~,i-S (B) Surface Gage Height Above Datum, Fl. ¢, 5 ~ . (C) Distance Water Table to Center of Test interval Ft. 3 8, S ;'2: Test Water len;*p:~ Baro Pressure, psi: /.f* 4 '=/. Depth to Center ofT est Interval Prom Dat~m. Ft: Co ~*.;:A Static water pressure at canter;, (C*62.4/144) 'f* Baro = 3 ). MAXIMUM TEST PRESSURE, Po= ([A+B.1] + c*o.57) [Po..,..2.l_} Test Pressure sequence;= 1/3 Po, 2{3 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D E PoValues;.1/3 Po=~; 213 Po"' ~A ; 112 Po= ~ L:. Add Appropriate Po value'to static pressure at center of test Interval 'TEST N~. MP-*41? ~Jequence No. . C'~
~~Planned Center Pressure:~~
~~B.z...* /8, 50 ~@. 4¢ 34* 2,'5' \\... Transducer Readings Before Packars*lnfla.ted: Top f>*¢\\*i 6(9 ; Middle '"1;4. :J ft : Bottom: 4 8~j: ~J~ .. + ~ l ":t~~
~~J o 1':->.s"'::,~~
~~Middle~~
~~';3\\l~"'Z.:..: Bottom: '34,l\\.~~
* ~ **

Transducer Readings After PE!ckers Inflated: Top
~Ji.., :t-n*t) 1. MP~4\\i ~\\ '51ii"<Z! U.a'r-J C..G c (C.oP"T~T::> ') FLOW METER READING, Gallons Middle Time,. FLOW,gpm Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference ~~ \\ '1,<.,., t '3 lr' \\8."~~<3 ~~ 31..A '? (, 8ZS<o 4 (fl u..!) \\ -o ~ u~ll '\\ '6 ~C.\\ ~.i. "5t,;S 4, 8 . 82.,'5(, 4c;1 \\\\.I',*~~ \\~U \\'6~S \\B ~(,9 ~ Co 82./51-4$ f--* 1(., \\ 'Y>"a\\tql.¥ 73o77CJ k ~ ... w*-s .lt,o I ?JBf>i{l 7 DP 7_;eA1..JS'
~~From Preliminary Boring Layout Survey F01m Approved for\\Jse on Clinch River SMR Project* J. A. Tlce, Teohnical Lead Form Rev 0 - Reviewed by~~
~~. Clinch River o*ata Report Rev. 4 CRP-1112.16 Page E.3-198 of 515 REMARKS ./51->'r.> (~~*) ?-,<;), l';) ~1.1*(~~
~~~~-~-~~
DOUBLE PACKER BOREHOLE PERMSAB!LITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME:Q!nph RlverSMR Project JOB NO. 6468-13-1072 Page 1 of 2 DATE; ?-I ::J~/3 , Boring No f)..P~ 4-l~ Borehole Diameter, ln.:*3,8 Total Boring Depth, Ft. 3*~o Gnd Elev, Ft: 9~2.1...
~~Casing Haight abov9 ground, Ft: z, (/i'J El~v. Top of Casing, Ft. (Gnd Elev +Casing Height): f-?41 f =Datum TESTI~:MP~4J? c t Testlength:~~
~~y., 5 Tes!SectlonDepth(fromDatum): From (o~.Cj':;> To ~\\.<P'?~~
(A) Depth to Water Table From Da!U1)1, Ft: ~ 'B.1-S (S) Surface Gage Height Above Datum, Ft. ~P* S c:&* Test Water Te~*p:~ Baro Pressure, psi:.LM:l. Depth to Center of Test Interval From Dat~m, Ft: Co "1*, obr * *
~~(C) Distance Water Table to Center ofT est Interval Ft. ':38, S 'j MAXIMUM TEST PRESSURE, Po= ([A+B*1J + c*0,57). [Po=. 5 \\~~
Static water pressure at canter;. (0*62.4/144) *r Baro = __.??.::...*...... \\ ~ J Test Pressure sequence:= 1/3 Po, 2)3 Po, Po, 1/2 Po, Po Sequence ID: A B C 0 E. Po Values: 1/3 Po" _l'3._;; 2/3 Po" *7:1 A : 1.12 PO"' ~.l.. Add Appropriate P~ value to static pressure at center of test Interval. -:bl* TEST NO. M P-41'.1 Sequence No. t>
Planned Center Pressure:

.~?$*-:;.
~~/8, 50. 3<<'d*~ 34* 2.'5' \\... Transducer Readings Before Packers* lnflatect'; Top* 13*$*.-ory. ;. Middle :4:4. J:r : Bottom: ~ . ~..J~.* 1-"' ll* 1'.3.~~
* \\;-.
~~'Transducer Readings After Packers Inflated: Top l S>~~
~~S S ; Middle 3/, ":::/- "2..~~
~~Bottom: 314~~
I I.

~ J::L * -;-n -n '9 MP~~Ii.
~~~~ S5~U/St-J<..G D FLOW METER REAOING, Gallons Time,. FLOW,gpm Minutes Initial~~
~~Final Difference~~
~~\\L,.\\ L\\ \\ ~ dJ I) l '8 "3~2........ _ ~.- \\<..\\A\\ l1.£P~~
~~va ~CJz..~~
\\ 'D 3CJ'3 . \\ '2., \\~'. 2.\\.'L\\ (jr]J. VB~~~ \\ 1{3 '?, '?)'5 2. A IV* L\\Z.\\jfJ \\*B~~ \\8 *;s~-q-z.. 4- \\t., \\ 4.~ \\ 1/)(P \\ s~~*,. H3~<:;18 \\ "2..* \\vt i\\.)t3t>> \\'8~~8' \\'Bl\\@1 "';) \\~~ 4L~\\ (/11/J
~~IS4<1i I Hs 4(1)3 2...~~
~~4 \\~ 1 ' 44\\ ?J{p \\'B(J.tif~ tB 4~ "L~~
'4
~~\\<-. \\ 4S \\ (/){)~~
~~t'54ttl?~~
t'~...M.:l. "L 4 ~'5("$/) tBL}c(J'"t- \\\\3 Af/J'7 . 7..... 4- \\ lo ~ L\\'L, lfP{Il I eo D.r/l'> \\S 4-\\ I "'Z.., '+ l~~ 4Lat1CP ~fSLI-~l I~ 4\\'~ '2.... 4 \\ (., ~ 4<'-::tltll~ te4~:, \\B 4tS "2... l\\- \\I...D~ 4'1~3(/J ~B4-\\S' U3 4\\1- "Z 4 \\<.a.~ 4S I ¢Ill \\ 54l1-IS 4\\'7 "2.... il- - \\;6>-~tf;B~-3-t/J -t-8-L\\\\-'}-- -~;-~B~L\\-c& -\\-- ---z-- \\~: 4-"JWd ll3 L1f_(]l m 42.2-
4.
~~\\l.> ~ 4'7~~(11 V5t.l.:z.:z.. t3 42.4- "'2..- t'l-~~
From Preliminary Borlhg LayoLit Survey Fon'n Approved for'u,e on Clinch River SMR Project-J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-199 of 515 Middle Transducer

Surface Gage REMARKS Reading, psi.
~~Pressure, psi 8Z.I~ 4<~. "IJ,a;{4!1"' ~l.CI"'-.J, ~Pet:.rt.tif:!..:JrF i-\\.(bS~~
~~G¢ t;,'3,1J)I v~~~
z.,*~A\\ \\~ Pt!lC.I~ser /::!'- Ot._; &. '3.35 \\~ 6l,=tS \\G ~ \\,G,'(j \\Co 'D@..e/.PI1>!r p!C..O<-> &.i,t_..f* tS '?~.'Sl) t-'5 ~CV.~'3 VS -o~c./1! c;:Asu-FL. ow Lr;J.rn.. \\4. '5'rlr0'3 : \\ 1.\\. ss.~~ . \\A 58A'Z. \\L\\ o8,Zl* \\A 'PtX<:..t{.J}IHtf r.Lo~__, -~1:3~'5115---\\-4-. ~----.-- ~~Yi:Vtll 1:3 -* 157/t\\5 \\3
~~Form Rev o-Reviewed by ~fl..-~~
t~/l7H/
I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHE:ET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page1of2. PROJECT NAME; ClinCh RlverSMS Project JOB.NO. 8468*13-1076 DAT~; 7-/ :;~I} .BoringNoMP~4J+
8oreholeDiameter,ln.:*3,$ TotaiBoringPepth,Ft. 3:2-{P

GndE!ev,Ft: =r::;e~.

Casing Height above ground, Ft: z, C/J'7 EJ~v. Top of Casing,, Ft. (Gnd Elev + Casl~gHeight): 114, '7 =Datum TEST 1;: M P-41'.1 ~ \\
Testlength: f1 5 Test Section Depth (from Datum): Frorl! (R 9J * '5 '3. To ";\\;\\ * <P'? (A) Depth. to Water Table From Datuf[l, Ff: ~ 'B,1-S Te.sf Water Te~*p:.....I.2_ Baro Pressure, psi: t 4. 4-::f (B) Surface Gage Height Above Datum, Ft. ¢, S ct? Depth to Cente.r of Test Interval From Dat~m, Ft: Cn 1:*.~1\\- . (C) Distance Water Table to Center of Test Interval Ft. '2~ Btatlo water pressure at center;, (C*62.4/144) + Baro"
~~, \\~~
MAXIMUM TEST PRESSURE, Po"' ([A+B*11 + C"0,57) [Po"' 5\\ l Test Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 Po, Po sequence ib: A B c D E Po Values: 1/3 Po=~; 2/3 Po<=~: 1/2 Po=~JQlo Add Appropriate P~ value to static pressure at center of test interval TEST NO. Me-4r:t '0JequenceNo. 1:>
Planned Center Pressure:

5"\\:1" 34
~~~2.$ Transducer Reactln~s Before Packers*infiatecf: Top* :1£.~,~. ; Middle -~( 4! : Bottom: ~ . c:r~.. ':f-l t' I :0~~
~
~~Transducer Readings After Packers lnftated:.Top ~ J;l.... *1--\\1'l? 7 t 9, S'S ; Middle MP~4\\'i \\ ( c~j.)"<.o~~
t.
~~s<lii'~U.-'1'1-1'-~ '"b FLOW METER READING, Gallons Middle~~
Time, FLOW, gpm rransducar *
~~Surface Gaga REMARKS Minutes Readin~, psi Pressure, psi Initial Final Difference tu'. S(l)\\ IM~~
~~\\ 'GA2.A t'i:) L\\'2..~~~
2.
4-* C04 i*t..* t~ {(..', C';)(/)1"'-;..rft \\*~ A?J" \\.If) 42.~ 'Z-4 s-q;:::r~ \\"~ ,i l(.,: C;) \\: [prJ tS L\\.2~ tB 41111 z 4- ~1~B'L. \\i I l!ot r.;~ ~ ~~ t B t\\-~((l t5 4'~1- '2. l~ ~'1!61 V> \\\\D 'c ~'2..\\ (j)~ tSA3z.... l s t\\-'34;* "2-* 4:. 5"1 :::r l \\::, /{'J(Jrv u-ta.) /&;1. 52l'3S fi3."'1'1!<>"- 7".-f<!l.U$
~
~~38 75 I& i ~~Uri '7ol"" 7/.a'ANS *[::! '5 t, f) t _____............. ~ ~ f.-*--*---~~
From Preliminary Boring Layout Survey Form Approved for'use on Clinch Rlve1* SMR Project. J. A Tice, Technical Lead Form Rev 0 - Reviewed by 5!JV I'V{ {i (17 Clinch River Data Report Rev. 4 CRP-1112. 1-6 Page E.3-200 of 515}}

ML18003B004

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