Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages44-100
	ML19030A953
Person / Time
Site:	Clinch River
Issue date:	01/18/2019
From:	James Shea; Tennessee Valley Authority
To:	; Office of New Reactors
	Fetter A
References
	TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
	Download: ML19030A953 (57)
	v • d • e

{{#Wiki_filter:PACKER TEST FLOW RATE GRAPHS Boring MP-202 Packer Test Intervals: (below ground surface) (below top of casing) MP-202 Zone 1: 41.7 feet to 49.2 feet: 42.93 feet to 50.43 feet MP-202 Zone 2: 153.0 feet to 160.5 feet: 154.23 feet to 160.5 feet MP-202 Zone 3: 182.0 feet to 189.5 feet: 183.23 feet to 190.73 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.3-44 of 515 a me

I L I I I I I I I I ' ! ' FIF No. 25847*601.;KOI..CY00..00014 BECHTEC POWER CORPORATION Project No. 25847 Clinch Rlver CPA Project.. Site Subsurface Investigation FIELD INSTRUCTION FORM Spe.clflcatlon Section:

5.3.7.2
~acker T~sting In M.P 202
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F1eld Instruction: The followtng are the three (3) depth zones In which packer testing will be conducted in borehole MP. 202:, ("'"' \\U A'f&'~ L~v110.w\\' / *11t7fl') At;-:t-*. St/J-49,'2 '(.c,. ~*l'O*I~. '-:""'-G' '!'"' .'-) '

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Zone 1: *4().0 to 47.5 feet below land surface. (Tolerance +/- 2 feet} 2ona2: 15S,Oto160.6feetbelowlandsurface. (Tolerance+/*2feet) (

Q~ "i-*19-1"3 Zone 3: 182.0 to 189.6 feet below land surfa?G. (Tolerance +f* 2feel)j co"""'"!..~ *r:& o

-:r-1 '& - 13 The desired pressure ranges that will be tested In each of the three zones are based on the calculation of the test. pressures as provided In AMEC Project Procedure CRP Packer Pressure Testing in Borehotes, Attachment B (Bechtel Power lnfoWorks 25847..S01-V14-CY00-00018-006} or latest revision at time of testing. The test pressures will be detennlned just before the commencement of the tests by measuring the water level at the start of test. Basi&/Juatlflcatlon for Instruction: . The d~pths of. the sbovl:t zones were selected based on fracture zones Identified frOm DRAFT geologic core logs,.RQD analysis and from the acoustic televiewer Jogs. The bottom depth for packer testlng'ts limited to approximately 250 feet due to the packer test assembly and maximum transducer cable length of approXimately 285 feet.. The justtflcation of the pressure . ranges that will be tested will be based on AMEC Project Procedure CRP *Packer Pressure

Testing In Boreholes, Attachment B (Bechtel Power lnfoWqrks 25847-801N14-CY00-00018~

006) or la1est revision at time of testing. Prepared Ely: -..=~.:...=++--~...:::;-¥:.........-~~=~_.._~.~~""---"~---+.,u.....,""'--'..,.. Reviewed By: __ ....._., _ ___,_---4-______ ....,....__,~..-+--fl.------_.,.'-- APProVooBy: --~~~~~~~---~~~~~------~----~~~ ©2013 Bechtel Power Corpolatlon Contains Contractor Confidentialtnforrnallon *. PAGE1 OF'1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-45 of 515

Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 I Max 1 est 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 of Pipe Sections 11engtn ot sticKup aoove 1 uc (tt) 7*.19 18 45 15 30 23 center 1 est Pressures (psi) 33 48 63 41 63 13.29 21.12 37.14 1.76 5.10 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-46 of 515 1ntlat1on Pressure (psi) 83 98 113 91 113 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-202 Zone: Z1 41.7 feet to 49.2 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) 9:29:00 0.0 18,92 0 9:38:30 0.0 9:29:30 0.5 18.91 0 9:39:00 0.5 9:30:00 1.0 18.90 2 9:39:30 1.0 9:30:30 1.5 37.07 2 9:40:00 1.5 9:31:00 2.0 37.68 0 9:40:30 2.0 9:31:30 2.5 37.77 0 9:41 :00 2.5 9:32:00 3.0 37.88 0 9:41:30 3.0 9:32:30 3.5 37.94 0 9:42:00 3.5 9:33:00 4.0 37.89 0 9:42:30 4.0 9:33:30 4.5 37.86 a 9:43:00 4.5 9:34:00 5.0 37.88 0 9:43:30 5.0 9:34:30 5.5 37.85 0 9:44:00 5,5 9:35:00 6.0 37.84 0 9:44:30 6.0 9:35:30 6.5 37.80 0 9:45:00 6.5 9:36:00 7.0 37.79 0 9:45:30 1.0 9:46:00 7.5 9: ~6;30 A.* Q 9:47:00 8.5 SequenceD 1/2 Po Sequence E Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 9:59:00 0.0 63.71 0 10:27:00 9:59:30 0.5 55.00 0 10:27:30 10:00:00 1.0 54.76 0 10:28:00 10:00:30 1.5 54.82 0 10:28:30 10:01:00 2.0 53.33 0 10:29:00 10:01:30 2.5 50.59 0 10:29:30 10:02:00 3.0 49.22 0 10:30:00 10:02:30 3.5 48.06 0 10:30:30 10:03:00 4.0 47.96 0 10:31:00 10:03:30 4.5 44.06 0 10:31:30 10:04:00 5.0 44.05 0 10:32:00 10:04:30 5.5 44.03 0 10:32:30 10:05:00 6.0 44.12 0 10:33:00 10:05:30 6.5 44.01 0 10:33:30 10:06:00 7.0 43.99 0 10:34:00 10:06:30 7.5 43.97 0 10:34:30 10:07:00 8.0 43.93 0 10:35:00 10:35:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.347 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 Pressure (psi) 37.66 38.07 39.07 39.14 40.32 42.72 43.11 45.54 45.48 46.92 47.31 49.15 49.21 49.20 49.37 49.32 49 Q3 no readinq Pressure (psi) 42.55 42.55 43.20 43.31 50.87 50.96 55.83 58.97 60.33 60.41 66.24 66.58 68.54 64.22 64.21 64.13 64.07 64.08 Flow Rate (gpm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Prepared by: ~trr* Date: o/- ff-IY.* Checked by: ~J: Date: J-S~ * {t/-' Se uence CIPOT Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) 9:49:00 0.0 49.27 0 9:49:30 0.5 49.12 0 9:50:00 1.0 55.00 0 9:50:30 1.5 61.00 0 9:51:00 2.0 55.33 0 9:51:30 2.5 59.44 0 9:52:00 3.0 60.46 p 9:52:30 3.5 60.09 0 9:53:00 4.0 61.03 0 9:53:30 4.5 62.23 0 9:54:00 5.0 62.27 0 9:54:30 5.5 63.84 0 9:55:00 6.0 64.07 0 9:55:30 6.5 63.81 0 9:56:00 7.0 63.99 0 9:56:30 7.5 63.83 0 0 ___ll;57:0Q 8.0 63.94 0 no reading Flow Rate (gpm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

,...----~---------------------- MP-202 Zone 1 2.5 **,-------------------------------------------------------~------------------------------- 2 **-----*-* 0* o:o 1.0 1------....,.*------..-------------...-~----*""t****"""'"""'"""""""'"'"'"""'l 2.0 3.0 4.0 5.0 ~lapsed Time (minutes) 6.0 7,0 8;0 Notes: Tast pr*essuro appro>clhlataly 1/3 of the maxlrnum test pr13ssura (PO). Flow rota typkaHv moosurod over a 30 tecond lhterval.

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

r-~----------------------------*----------------------------, MP-202 Zone 1 0.9........................................................................................ _.............................................. _...................... _..................................,...... _ _.............................................................................................................................. -......................... -.. 0.8 '""""~""U0o0M""--'- ' ' 'w'" '~ '" '""'"""""~'-'"".""'oo0U" """'~"""~j*,.,.,,,,.,.. _,.,,.,,,,,,.,.. MUU"-"~oojlof" ' "'"'~'"''~'"'"'";...,.... M.\\!+I0000*1<U0.... 0~0MOOoUOUOUOU""""'"'""0000U0"0"HO.. O., '""""~00ojjo"" ""'"'""'"'""""'"'"""""~'HH.................. ~.. \\........... ~ *.,,~~ 0 '7............................................................................................................................................................................................................................................................................................................................................................................................................. ~ 0.6 e. ..!9 $OS ~

u. 0.4 0,3...................................................................................... _........................................................................................................... -... -........................ _,,,.................. -........ _..................................................................................,... _..,_..,.....................

0.2................................................................................................................................................................................................................ -._....................................................................... _,..,....... ****-*******!...................................................................................... 0.1. **-"-*-***--....... --.. *----*-*-***-*----*--*--**---- 0 O ....,._,,.._.~--~~*.. *---*-f*-*P*-**-***----t--*-**-* **----P*r--*-----.-----.---t--~*----*t---*-*---- -p..---..-.4:-'---*-, 0.0 1.0 2,0 3.0 .. _,-2/S Po

~----*

Prepared by /Date : _ _.,......!...:71-t.r:::~-ft-'---t'"--:'"" Checked by/Date: --#--=---1:-.J~.....L..:.'-- clinch River Data Report Rev. Page E.3-48 of 515 4.0 s.o 6,0 7.0 8,0 9,0 Elapsed Time (mh1utes) Notes! Test pressura a~Jproxlmato\\y '-/3 of tha mnxtnn1m test ~rossura (Po), Flow

*-~..W.l9lllllit~ll"'"""'"d-"-ov,.,o,_,rn,_,3"'-0"'""o'"n"-d i!!!n!.,er;;,vnllii. _________ _,

I I I I t. i I i I i* I I* DOUBLE.PACKER BOREHOLE PERMEABiliTY TEST DATA SHEBT AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR Protect JOB.NO. §468-13-1072 DATE::T-/9 *13 Boring No tj.P~ &>Oz Borehole Diameter, ln.:3,8 Total Boring Depth, Ft. 46)0 Gnd Elev,Ft; 8fl, ":f

Casing Height above ground, Ft:L..£8.

Elav. Top of Casing, Ft. (G'nd Elev+ Casing Height):.81~.\\?13 = Datuw. 4... () \\..* '"' -\\"'* \\':'> 1 4:~, '2~ S"w* \\} "t-0 ' T£;81' ID:M'P* f,(flZ,~ Testlength:. r.S Test Section Depth (from Datum): From '4-1.~~ To *48, fl 4<;5, C>~ :t~l'?-\\'5

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Jll tt (A) Dep.thto Water Table From Datum, Ft: :?> ':), ~ t. Test Water Temp: o.J Bjlro Pressure, psi: Ah=d () ~~ ~ _ ~ 'C* ~;, "/)owiJ H<i'<.a ol.C l.<...¢, \\ ~) -~ 0 "'- (B) Surface Gage Height Above Datum,.Ft.~ 'l::.. Depth to Center ofT est lriteiVal From Datum, Ft:~~o '1* 1.,*1'3 '"\\** \\"':'> C(~. ~- \\~-n. 4S,4C::.. (C) Distance Water Table to Center of Test lnteiVal Ft. =L~ Static water pressure atcenter=>(C*62,4/144) + Baro"' I e* MAXIMUM TI;;ST PRE;SSURE, Po"' ([A+B*1] + 0*0.57) [Po= 4 5 ] Test Pressure sequence:" 1/3 Po, 2i3 Po, Po, 1/2 Po; Po Sequence ID: A B C D

E PoValuas: 1/3 Po=....t5_: 2/3 Po"' :....1J!/2_; 1/2 Po= *.:Q ~

Add Appropriate Po value to.slatlo pressure at cente! oftest lntaiVal \\ TEST NO. MP-'t@i-s.l Sequence. No. A Planned Center Pressure: 3'0 Transducer Readings Before Packers Inflated: Top Transducer Readings After Packers Inflated: Top I# * '5 -q.. ; Middle 14, 8~ ; Middle G. s e:G>Lic=IJ.ca fLOW METER READING, Gallons IG:,, 9'5 : Bottom: ZfZ', '+7:/. 19, (/>l Bottom:

le¢~34 Middle
rime, FLOW,gpm Transducer Surface Gage Ri::MARKS Minutes Initial Final Difference

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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE!T AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR project JOB,NO. §468-13-1072 DATE:? -/'9 u 13 Boring No MP*,!2g;lz. Borehole Dt:ameter,_lf!.:-3,8 Total Boring Depth, ft._ 46~ Gnd Ellev, Ft 81/(-;/-.

Casing Height above ground, Ft:J.i&3

_ Elev. Top af Casing, Ft. (Gnd Elev+ Casing Height): 8[;3;93 "'Datum it n \\.. ~ 1.,. 1.,._ 4:~.~~ s~!p..,1l ._o.O. *-.- ~-.* TEST ID:M'P~ 't-f.P2.~ I Test length;. :(, S Test Section Depth (from Datum): From iti~ To -48,3 =5 4~ A~ =t~~~-l'? (A) Depth to Water Table From Datum, Ft! ;3<:1,"~ -c. Test Water Tem-p: AS '"t~ Bare Pressure, psi: fAA\\ Cl~ -::1,-~~~>"\\:., l)¢'""'Ht:~t..¢ ~""C (~¢.I ::J) ~o o:.. _ ~ - (8) -Sllrface Gage Height Above Datum, _Ft. \\.Co~ \\1. Depth t_o Center ofT est Interval From Datum, Ft: ~o 1* \\<;I 1'3 "'h\\'?C(~.~-~~-n 4"1>.-4<=.. (C) Distance Water Table to Center ofTestintervat Ft. ~ Static water pressur!'l at center"' (C~62.. 4/144) + Baro"'. I e-I . MAXIMUM T~ST PRESSURE, Po"' ([A+B*1] + c*o.67) [Po= <;\\ 5 J Test Pressure sequence;- 1/a Po, 2/3 Po, Po, 1/2 Po; Po

Sequence ID:

A 8 C D E PoValues: 1/3 Po" _t;i_; 2/3 Po=~; 1/2 Po=

Z, ~

Add A~propriate Po value tq'statio pressure at center of teat Interval . TEST NO. MF'"?O)i~ I Sequence. No. B Planned Center Pressure: 4 e Transducer Readings Before i='ackers lnffated: Top Transducer Readings After Packers Inflated: Top MP.. Z(/IZ 1:. 5 t:: <S:l. Ll ~:; J..-1. C,_E_

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\\4.13\\ ; Middle 'B FLOW METER READING, Gallons I Lt..5 "5 : Bottom: \\ "D, \\D \\ Bottom: Middle Z¢,=[?1 z.~.S4 'Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Readlng, psi Pressure, psi Initial Final Difference i8lo3'?-' ~-......... 3 'f,G,t; 1¢ 73a&rll-> {/)"} ', ;_!, '5 \\ "~(/) I JWl.lt.,#J/S<::' ./-L..t>>t..;_, to9.: 3 9\\&1119 lBG>~t ns (p\\~ '1- ¢ ¢* '3 8,4)~ . I(/) 11-.J/:..ie{; 4'StS

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~ l:i>'?\\<\\":l\\.1.\\~ rot' lP.Ilt-'S ~ /4-,85 49,~ ~~**l1 'P!Jt5 7"e; 11./A'ri£R 1-I:<VlSL (6b') f\\.f-ro~~~) ~ ~~l~rl) 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.3-50 of 515 Form Rev 0 - Reviewed by, 5fl' I i* I I I I DOUBLE PACKER BOREHOLE PERMEABILITY TEST PAl A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR ProJect JOB,NO. fl468-13-1072 DATE: 0[ -/';:> */'3 Bqrlng No f:1P~ Z¢.2. Borehole Dtameter,lti.:M_ Total Boring Depth, Ft. 4Q>?\\ Gnd Elev, Ft: 81/., -:t.

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~lev. Top.~c_;:lng, Ft. {Gnd Elev +Casing Heigh~.ttz,'93 "'D~~~. 41 * <(~. "::!:-\\'?.' ~~ TEST ID:M'P* f.(J)Z.~ I Test length:

f, S Test Section Depth(from Datum):.From il: L~\\ To *~~~

4<;}, ~~ ':f*\\";)-t'3o (A) Dep,thtoWaterTableFromDatum,Ft: ;&<:.>,f7 -c. TestWaterTemp: 8'5 "'p BproPressure,psl: 1:4,4~ 0~ ':4;-Vl'> * ~., "f)o"'-'rJ H<>t..~

J!!illPC l,<.,;¢. \\ ~).~o._

(B) Surface Gage Height Above Datum, Ft...l_&iO \\\\._Depth to CenlerofTest Interval From Datum, Ft: ~o 1-I~* 1'3 --h.\\'":> '-=(~. '::\\-\\'7-\\~ 4s_4c; (C) DistanCe Water Table to Center of Test Interval Ft. ~ Static water pressure at center= (C*62.4/144) + Baro,. \\ e* I MAXIMIJM T!==-ST PRESSURE, Po= ([A+8*1) + c*0,57) [Po= ~ ::5 1 Test Pressure sequence;> 1/3 Po, 213 Po1 Po, 1/2 Po; Po Po. Values: 113 Po."'.J!L_; 2/3 Po=>~; 1/2 Po"

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Sequence 10: A 8 C D E Add Appropriate Po value to* staflc pressure at center of test Interval . lEST NO. MP"?Q:!Z:t I Sequence No: _.....:C:. __ Planned Center Pressure: ~-"(Do::; ' -"*3~......,._,.... Transducer Readings Before Packers Inflated: Top -*.:...14.w..'...;:;~-'~c._.,.: Middle. \\:lo, 98 Transducer Readings After Packers lnflated: Top \\..1\\,'t'>\\ ; Middle \\ 5:>,Q') I

Bottom:

Bottom: c;w,:y't ~fl. 84 M p... 'Z.(j)Z 1!. s E:'<l)Lit='/-..\\.CE c 'Tim~, FLOW METER READING, Gallons Middle FLOW,gpm Transducer Surface Gage Minutes Reading, psi Pressure, psi lnltlal Anal Difference IGP9' J.\\~' (/II~ tBeo-o*t* 4~,"2..-':1 zu (j") \\ t\\'7'..1ll/l VB {o1-.~ lB t,;'?,'.:{- (/) (/)* A<:>\\\\ 2...

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@'3 : <;)A\\ 1/J(P \\£3 lo"?>'i* 18 l.,:.~t ct> (/) G3,84 3~ (/)'} \\ "'.)L\\~~(d* 18*(.,11'1 18 C3'1 ()5 (b G.4,~1*. 3'3 .... ""'(0 .... ¢" .,.. " -* '(., ~-. <&l "**-****.. t;h' ~. ':S~i' 1/Jiii... T~ c;~"'.. ~...,8 *~i~ 33 ¢9: '5"i>\\ 3(}J \\8 (o'~i-- l8 '-1>1- ¢> ¢ &3 9'3 3~ ~~ 1 '5lo\\ IP_f.! \\8 {o'~l-18 (, 31- . ¢ (!) (v'3,8'$ .,.~ li'~J: '3&..~'3{/j \\~ (,..=~i !8 (o '?>i-(/5 (/) (o'5l'?4 33 REMARKS ~e;,;AJ /ioJCit:GA:t<t! l-1-.c. '-"' ' /iuc.[~iSA.SC!f ;::'L.t:J\\..J I OCI?..(f'A,$ (;; Ft-C)t..J I /JC2G':IJ:5tF FLoW ~ * " __,...... _,.. . ~*..... E:,v r:> (/)"J %'1\\ftiU h/o 7< c;;/j, '7i~4..<.>~ ~..: l=?i..Y~ 9'~i 59\\ 1//ll*. 'Bo*r ?'oM- ?-(J, $1 -- (II., {~:]I ?A ~*From Preliminary Boring Layout SurveY. LQ"'-'tq;.~tiff"::.

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I,'::{~ 'PUt£' ~~ ~~ ~rl~r'!) 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.3-51 of 515 Tt:.>P f~A~S -~

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~~. Form Rev 0- Reviewed by_~-=-r}t-'--1.-__ \\_'t.._,{ 11{( J, 0 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Project JOB,NO. 6468-13-'IO:z6 DATE.: "f* f<) ~ 1."3 Bqring No NP* &g:\\.2 Borehole Diameter, In.:-3,8 Total Boring Depth, Ft._~ God Elev, Ft: 8fl * "'q..*

Casing Height above ground, Ft:.h.:&3 Elev. Top of Casing, Ft. (God Elev +Casing HeTght): 81:?.."9'3

"'Dat~rtl 4 n ". ~.-\\""~ \\':, 0 .{"Z.'2,~ 5~). 11 '{.-{) TEST ID:M?~ f.(JJZ.£ l Test length;

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. _Test Section Depth,(from Datum): From'il: t.~~. To :4f?(5'j; ~'7 (':) ~ :t- \\ '?- \\'5 0 '4 (A) DepthtoWaterTableFromDatum,Ft: £>':l 1 f'..~ -c TestWaterTemp: ~S ~p BjlroPressure,psl: LA\\ 0~ -::t*Vc* 'Po\\1,;~ J-lwt.(il

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~ ;J. (B) Surface Gage Height Above Datum,.Ft.~ '<..Depth to Center ofT est Interval From Datum; Ft:~'JO =1-l'- n ~. \\") q~ ~- \\.H> 40..__4<; (C) Distance Water Table to Center of Test Interval r.t. ~ Statlc water pressure at center= (C*62.4/144) + Baro = ---'-'\\ 8:.:..,....- MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*0.57) !Po= 4 S ] Test Pressure sequence:= 1/3 Po, 2)3 Po, Po, 1/2 Po; Po SeqLtence ID: A B C 0 E PoValues: 1/3 Po=~ 2/3 Po=~; 1/2 Po"

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Add A~propriate Po value t~'static: pressure at center of test Interval TEST NO. MP.~Z~ I sequence. No. 'D Planned Center Pressure: 4i Transducer Readings Before Packers *Inflated: Top -~:..:..;;;__,... Transducer Readlngs After Packers lnflated: Top ~--'-..;...:..>::::...L.-

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(A) DepthtoWaterTableFromOatum,Ft: ;)~,*1.!:;& -c . TestWaterTemp: 8'5 wp BjlroPressure,psf: [4.4\\ .., l<> 7.>owJ.J J-1"'4tt ..:::IS&P*c lc.a.¢. \\ ~) ~ ctJ.l:.,,..- u*1.3 (B) Surface Gage Hei(JhtAbova Datum,.Ft. _l_&iD ~Depth to Center ofTest Interval From Datum, Ft:*~8. ':/* ('7-13 --q.,\\') q~. "\\* ~'?-\\> .d,-<;.,4<; (C) Distance Water Table jo Center of Test Interval Ft. ~ Static water pressure at center== (C*62.4/i 44) + Baro "'. l e. I MAXIMUM TgST PRESSURE, Po= ([MB*1] + c*o.57) [Po= f\\ 5 1 Test f.>ressure sequence:' 1/3 Po, 2)3 Po, Po, 1/2 Po*, Po Sequence lD: A B C. D E Po Values: 1/3 Po., _12._; 2/3 Po=~
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l l I I ! i DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 BORING: fA?*~ ~if/>'?... c l DATE:::'{-~.::;,... \\'~ DATACOLLECTEDDY: ;-.,""-. AA~Gltlt..t-/:31~ G.o'\\';:'.)1-:::>t-.fi:'D l IJ LA 1i,,~.sheeA c..pf)ieJ 1-o ~IJ ~e. I ~~ !11.r ffiV )t/11/I'J Sl:.fB~SSURE: t psi l£1-' lv{l"> Y}
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I "klJ}l (} Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-54 of 515
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 19-surtace Gage He1ght (ft) !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 TOG Number of Pipe Sections 11ength of stickup above 1 UG tTt) 118.70 ' 66 109 36 73 55 {.;enter 1 est Pressures (psi)
102 139 175 121 175 13.29 21.12 148.44 7.03 20.52 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-55 of 515 lntlatlon Pressure (psi) 152 189 225 171 225 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-202 Zone: 2 153.0 feet to 160.5 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) 14:46:30 0.0 65.17 0 14:59:00 0.0 14:47:00 0.5 69.70 0 14:59:30 0.5 14:47:30 1.0 no reading 15:00:00 1.0 14:48:00 1.5 78.26 2 15:00:30 1.5 14:48:30 2.0 91.32 0 15:01:00 2.0 14:49:00 2.5 91.80 0 15:01:30 2.5 14:49:30 3.0 91.83 0 15:02:00 3.0 14:50:00 3.5 92.38 0 15:02:30 3.5 14:50:30 4.0 94.81 0 15:03:00 4.0 14:51:00 4.5 98.61 0 15:03:30 4.5 14:51:30 5.0 100.48 2 15:04:00 5.0 14:52:00 5.5 100.57 0 15:04:30 5.5 14:52:30 6.0 101:18 0 15:05:00 6,o 14:53:00 6.5 103.16 2 15:05:30 6.5 14:53:30 7.0 103.36 0 15:06:00 7.0 14:54:00 7.5 103.38 0 15:06:30 7.5 14:54:30 8.0 103.48 0 15:07:00 8.0 --14:55:00 - 8.5 --103:36 ---2 --15:07:30 8;5 14:55:30 9.0 103.33 0 15:08:00 9.0 14:56:00 9.5 103.39 0 15:08:30 9.5 15:09:00 10.0 15:09:30 10.5 15:10:00 11.0 15:10:30 11.5 SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 15:25:30 0.0 176.00 0 15:40:00 15:26:00 0.5 174.51 2 15:40:30 15:26:30 1.0 158.48 0 15:41:00 15:27:00 1.5 158.96 2 15:41:30 15:27:30 2.0 144.58 2 15:42:00 15:28:00 2.5 144.59 2 15:42:30 15:28:30 3.0 134.63 2 15:43:00 15:29:00 3.5 134.95 2 15:43:30 15:29:30 4.0 133.87 2 15:44:00 15:30:00 4.5 128.69 2 15:44:30 15:30:30 5.0 128.66 2 15:45:00 15:31:00 5.5 124.78 0 15:45:30 15:31:30 6.0 124.11 2 15:46:00 15:32:00 6.5 123.64 2 15:46:30 15:32:30 7.0 123.62 2 15:47:00 15:33:00' 7.5 123.72 0 15:47:30 15:33:30 8.0 122.22 2 15:48:00 15:34:00 8.5 122.31 2 15:48:30 15:34:30 9.0 121.97 2 15:49:00 15:35:00 9.5 122.46 2 15:49:30 15:35:30 10.0 122.01 2 15:50:00 15:36:00 10.5 121.96 0 15:50:30 15:36:30 11.0 121.87 2 15:51:00 15;37:00 11.5 122.33 2 15:51:30 15:52:00 15:52:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-56 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 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 Flow Rate Pressure (psi) (gpm) 103.39 0 110.49 0 113.96 2 114.40 2 131.25 0 131.31 2 134.77 2 136.01 2 135.95 2 136.08 2 136.61 2 136.62 0 136.21 2 136.36 2 139.35 0 137.52 2 137.33 2 137.10 2 140.11 2 140.53 2 140.61 0 140.58 2 140.70 2 140.82 2 Flow Rate Pressure (psi) (gpm) 122.56 0 122.45 2 133.04 2 141.87 2 143.01 2 147.72 2 153.91 2 163.00 4 164.66 2 173.71 2 173.57 4 174.34 2 177.28 4 176.28 2 178.59 4 177.85 4 177.71 2 173.02 2 174.94 4 174.07 4 173.86 2 174.47 2 173.53 4 174.01 2 173.64 2 171.98 2 Prepared by: d7YI Date: 4--#>-/Y Checked by: J'i.L Date: A--iJ-t4--.. Sequence C (Po) Elapsed Time Fl6w Rate Time (minutes) Pressure (psi) (gpm) 15:13:30 0.0 140.59 0 15:14:00 0.5 140.65 0 15:14:30 1.0 151.86 2 15:15:00 1.5 160.92 4 15:15:30 2.0 161.51 2 15:16:00 2.5 174.03 2 15:16:30 3.0 173.38 4 15:17:00 3.5 173.25 4 15:17:30 4.0 172.75 2 15:18:00 4.5 174.52 2 15:18:30 5.0 175.23 2 15:19:00 5.5 174.55 2 15:19:30 - 6.0 *- 174.84 2 15:20:01 6.5 175.75 2 15:20:30 7,0 174.05 4 15:21:00 7.5 174.86 2 15:21:30 8.0 174.91 2 15:22:01 8;5 174;62 4 15:22:30 9.0 175.34 2 --~-----*-
MP-202 Zone 2 2.5 -.-------~~-~-* 2 - ****---*--***-" --*------------*-.. *-*-----**-*----* ___,...... ______, __,_,,_, ________,__________ "'-------**-*-****** 0.5 -----*-*----**--------*--------*-*"'*--- o.o 1.0 2.0 9.0 4.0 5.0 6.0 7.0 8.0 9,0 Elapsed Time (minutes) -*-1/S Po Notes: test pressure approximately 1/3 Cifthe maxltnUtn test ptessura {Po), "Flow ~--------------------*--~~----------~------------------------~'=*t~et~yp=l'~al~ly~m~ea=s=ur=*d~o~ve~r~a30seco~=*'*~--------------~ MP-202 Zone 2 2.5~-----------------~~--------------------------------- '? 1.s J!i ~ J 1 " **********-* ..............................................................,_,........... _,_,,_,_,,.....,_..... -........ -..............,_, *--""""'"""""'"'"""'-"""'"""-"'"'-'""'"'...... J....................... _,, ___.,.... -..... _........................... _. o.s -r--~1---~-r-t-------*------1-+------f---------- 0 ---1-----*---------..,-------.i*-.,....------1.-----,--------t-------r------, o.o 2.0 4.0 -*2/3 Po Pre pared by /Date : __ '--}'hr-...........,b-'-++-'-:-- Checked by/Date: ---#'"'--""'----"-....:....:::.-<-.:...._.__ Clinch River Data Report Rev. Page E.3-57 of 515 6.0 8.0 Elapsed Time (minutes) 10.0 12.0 14.0 Notes: Test l)rossUI'e approxlmot(lly ?./3 of (he maximum tost pressure (Po):Flow rata typlc111ly moclsllred over a 30 second Interval.
MP~202 Zone 2 1.5,.,..................................... 1'-***-............................... oo................................................................................................................................................................................................................................................................................................................................................................ 1 'i"'""""""""""'"""'i"""'"'"'"'"'""'"'"'"""""'""""""'""*""""'"""""'""""'"""""'"""'""'""'"""""""""'""""""""'""'"""""'""'"""""'"""""""""""""'"'"""'"'"'""""""'""'"""'"""'"'""""""""'"""'""""""""""""""'"'""'""""""""'"""'"""""'""'"'"""'"'"'""'""'""'""""""'"' 0 *--..... ;,...... ~r-------......-~~--...,.......--.. --....,.....----.--*-----,----.......,...----r--:__..--,.----, 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 Elapsed Time (minutes) ......,..,....... po ~ 1.5............... ~........................................................................................................................................................................... :................................................................................................................................................... 1 i ~ J ~ * "'"'j'"""""\\................................................................................................................................................. \\...............,,,..,....................................... \\............................................................................................. \\***"""'"'".......................,..............,................................................................... 0.5 *--1*---~------------*--+-1------1---1-------- o.o 2,0 4.0 --1/2Po Prepared by/Date:_~rC"-"14,r;L.- .. ~t /,.-~-1W_._!,7G_ Checked by/Date: ---:lfTfA=WJ=-* -'-'r;."";""'-/..L;J"t.4,_*....-_ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-58 of 515 ~-----~*---r*--------r--+------,----------4 6.0 8.0 10.0 12.0 14.0 Elapsed Time (minutes) Notes: rest pressure approxlmntely 1/2 of the maximum tast pressure (Po), Flow r"te l:lfPically mE~asurec! over a 30 Sllc_ond 11\\t'etval. ---------
MP~202 Zone 2 o.o 2.0 4.0 6.0 8.0 10.0 12.0 14.D Elapsed Time (minutes) ~Po Notes: Test pras'sure approximately at the mgxlmuln test pressure (Po), Flow ... ~."-***~-.. ~*....... -~---.......---~~.. -... ~~~.....-~............... --~*-..._..,... ~~*....... **~*-**'""""""-*-.. ~--'""""""~~.. ---.-*****-*-**- .. 2~e ty~~~!:.~~.~.~.~.~~.~!: a 3~:~.:?~~~!:!::~... -~"""""'*****'"'*"'.:...........,.....-_.......,_~ Prepared by/Date : _ ____.""--i1'T'71'--.-H-.l....I-T---.::- C he eked by /Date: ---f:f""-GJf"-LLYL.JL..:,__ Clinch River Data Report Rev. 4 Page E.3-59 of 515
DOUBLE PAcKER BOREHOLE PERMEABII.IiY TEST DATA SHEET
AMEC ENVIRONMENTAL & INFRASTRUCTUR!::,INC.
Page 1 of2 DATE: ;{-18 ~13 PROJECT NAME: Clinch RlvarSMR Prolect JOB NO. 6468-13*1072. . ) Boring NoMP**z)pz. Borehole Dtameter,ln.:*B,8' Total Boring Depth, Ft. 46$9
.Gnd Elev, Ft:.§}I, ':f *

Casing Height above ground, Ft:i.23 Elev. Top of.Caslng, Ft. (Gnd Elev +Casing Helght):8 tie.~3 =Datum TEST ID:Mf'*~ft)~ ~ z.
Test length;
t.S Test Seclion Depth (from Datum): From I s*4. z. '3 To I (.pI I ~t- *"3 (A) Depth to WaterTa ble From Datum, Ft; ~.,,'2$
(B) Suiface Gage Height Above Datum, Ft. ~
Test Water Temp: BS"'P Baro Pressure, psi: I'\\-, AA \\ ~""*~~~- ~~' "'J.-\\'a* \\1 Deptlllo Center of Test Interval From Datum, Fl:~ (C) Distance Water Tabla to Center ofTestrnterval Ft. J~".:\\CO Static water pressure at center= (0*62.4/144) + Baro"' ~(p MAXIMUM TEST PRE:SSURE, Po= ((A+B*1] + C*0,57) [Po"' I (;.{l *c;, 1 Test Pressure sequence:" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B. C 0 E Po Values: 1/3 Po= '3(, ; 2/3 Po=-~-; 1/2 Po::* 55 Add Appropriate Po value to static pressure at oenteroftestlnterval TEST NO. MP-Z<JJZ ~'Z..sequence No. __A_ Planned Center Pressure: \\ ¢ ~ Transducer Readings Before Packers Inflated: Top ( <J * \\ ~. ; Middle ~'51 (J)1- :. Bottom: 4>8181?* <DB.~B Transducer Readings After Packers Inflated: Top ______j_J> <:::r:l* ; Middle C..O tv.~\\ : Bottom:* M?.. Z¢2.
a '16 5 e;Q LIC:::.l--lGE_ ~
FLOW METER R~DING, Gallons 'Time, FLOW, gpm Minutes Initial Final Difference \\4\\\\ A. * ~\\1<() \\'0 5 (j)~ \\A\\ A+\\<P({) I '{jSlt/9 U3 :)(/)?; <1> (/) \\A\\. N,o
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From Preliminary Boring Layout survey Fon'fi Approved for'usa on 'GIIh~I'I'River SMR Project

J. A. Tidi,"r'eCimlcal Le-ad Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-60 of 515 Middle Transducer Surface Gage
.Reading, psi Pressure, psi ~'5. \\'l- ¢ c..,rp I ::J-<'1) .(/.> . ':1.-s.zc.. ~l.. '9* \\I~ "Z- \\~ <?\\,'Ytl \\l..> ~\\~~) \\,(, r . 1!)'2.,3:15 Zc./; 9~\\,8 \\ 2.CI t:78 Col 2..5 I ¢i7J,4f5 Z'S I qJ(/),C5"1. is . I~~~ 18 Zt__ /1//3 1 !(., 2G. ({,tlJ_,_3/... Z,(.,. l¢3,3'e 2,(., I ¢ *3AS
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I tJJ£!_ St.. zc.,. REMARKS 1Se&oJ 1'-'C..IZffti.SC: P.t....:.>t...J I Pt.t'-CA-11&- Pt.- v tu I YC/I..i.f-A.S tf FLCH-.:J /.v~IS'i..Sli. Pt. oW
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET
AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PR9JECT NAME: Clinch RlverSMR Pro!ect JOB NO. §.488-13-1072 DATE:;{, -18 */3 , I Boring No MP* &¢E. Borehole Dtameter, ln.: *3,8 Tol.al Boring Depth, Ft. 4(99} .Gnd Elev, Ft: 81/, ":1 * . Casing Height above ground, Fl:f.2:S
Elev. Top ofCaslng, Ft. (Ghd Elev +Casing Heigh\\):812-~3 "Datum TEST!D:M'P-:?IiJZ. ~ Z.
Testlength;
r,S TestSectlonDepth(fromDatum): From IS4,Z.3. To /(pf, =t3 (A) Depth to Water Table From Datum, Ft: ~
';}) '2.8 (B) Suliace Gag~ Height Above Patum, f!t. _1_._(,{Q Test Water Tem.p: B'B"(-" Baro Pressure, psi: 1-'\\ '.&A 1 ?""1.'?8 ~~' -:.1,-\\-e* \\1 Depth to Center ofT est Interval From Qatum, Ft:=\\f~~<H :JB (C) Dis~ance Water Table to Center of fest interval Ft. ~':\\(I) SUttle water pressure at center= {C*62.4f144) + Baro "' (c, (p MAXIMUM TEST PRESSURE, Po = ([A+B~11 + C*0.57) {Po"' ! (/> ';, 1 Teet Pressure sequence:= 1/3 Po, 2)3 Po, Po, 1/2 Po, PQ . Sequence 10: A B. C D E Po Values: 1/3 Po"' "3 Co
2f3 PO"-'~; 1/2 Po:::;
l S Add A~propriate Po value to static p'ressure* a~ center of test Interval TEST NO. MfVZCU'? ~!.sequence No.
i~ Planned Center Pressure: I¢ *z__ Transducer Readings Before Packers Inflated: Top ( 9 * \\ ~
Middle
{(, 'S1 01- :. Bottom: G;. 8, S l7) Transducer Readings After Packers Inflated: Top \\ ~ ;::r-;. ; Middle (o(p,'Z-l : Bottom:' Co8, W FLOW METER READING, Gallons Middle Tlme; FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference \\A~ ss~
~(/)
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l'i3.47 .r ~............ ". ~-"... "'From Preliminary Bortng Layout Survey Form Approved for'use on Clinch River SMR Project -J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-61 of 515 Form Rev 0 - Reviewed by G.'fl=' I 11 {I' It '3
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHE!ET

AMEC ENVIRONMENTAL & INFRASrRUCTURE, INC.
Page*1 of 2 PR<;>JECT NAME: Clinch River SMJ3 ProfeQ). JOB.NO. 6468-13-1072 DATE: ;f-18 ~ /'3 Boring No MP* Zqjz. Borehole Diameter, ln.:~ Total Boring Depth, Ft. 46~ * .Gnd tiE/V, Fl: 8//. ':1
Casing Height above ground, Ft:f

23 Elev. Top of.Caslng, Ft. {Gnd Elev + Oaslng Helght):81 R-~3 =Datum TEST ID: fv\\?*albC. ?! 2-Test length;
z,S Test Section Depth (from Datum)

From 1'5'4, 2.. 3 To I t.P/, =!'?>
(A) Depth to Water Table From Datum, Ft: ?J';:J, 2B (B) Suiface GageHelght Above Datum, Pt. -.l..._k.:Q Test Water Temp: BS "'P Sara Pressure, psi: l Ar, 1.\\4 \\ ~'t-':;}8 e:;,.~ . "':!,-\\'~.- n Depth to Canter~fTest Interval From Datum, Ft:+/-g~,~ (C}. Distance Water l'able to Center ofT est Interval Ft..l.Uh_ ':\\CO Static water pressure at center= (C*62.4/144) + Baro "' k Co
MAXIMUM TEST PRESSURE, Po"" ([A+8*1J + C*0.57) [Po-= I ct> ~ 1 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 ". j(o ; 2/3 Po::...:::t.:;L; 1/2 Po= S 5 Add Appropriate Po value to static pressure at center oftest Interval TEST NO. MP-Z(JIZ. :c;z.sequence No. R:> Planned Center Pressure: I*~~ TransducerReadingsBeforePackerslnflated: Top (9, \\~ : Middle ~S,(b+ :. Bottom: 4-8,8'? Transducer Readings After Packers lhnated: Top I<::>.* '":\\-~*,. Mldd)e (o(o, Z..\\ : Bottom:* Co8,28 p... zrpz .'?., s .. e:<::.v llei-..LC E FLOW METER READING, Gallons
rime, FLOW,gpm Minutes Initial Final Difference I~\\ "0~'* {])tp 18S~S
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J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-62 of 515 Mldclle Transducer Surface Gage
. REMARKS Reading, psi Pressure, psi /0'3,5~ ';GL:. 'B<If'GI-JA.:r I,~..,u:.A.IF4,f>(;' Ft...aw II(/JJ4'"J
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I
I l I \\. i I 1 \\.. DPUBI..E PACKER BOREHOLE PERMEABILITY TEST DATA SHEET
AME;C ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page i of2 PRQJECT NAME: CI!Qch River SMR Project JOB NO. 6468-13-1072 DATE: :{-/8 ~ 1'$ Boring No MP*,?¢.2.
Borehole Diameter,.ln.:*3,8. Total Boring Depth, Ft._A~
.God Elev, Fl: 8/l, ':t
Casing Height above ground, Ft:/* 23 Elev. Top of Casing, Ft. (Gnd Elev +Casing Helghl):816j~3 "'Datum TESTI~:M?-~~2. ~ Z.
Testhongth:
t,S TestSectlonDepth(fromDatumj

Fron11'5'4,Z"3 To /(pf, ':f"3 (A) Depth to Water Table From Datum, Ft: ":;\\; '::>, '28 (B) Surface Gage Height Above Datum, Ft.~
Test Water Tem.p: 6 '5 "F' Baro Pressure, psi: l.l\\' M ~"';)"t-<:Js ct_~. -:~,-,~- n Depth to Center of Test Interval From Datum, Ft::\\ @<a,. ::::>S (C). Distance Water Table to Center ofTest Interval r:t. J..l!h_ ~(0 Statio water pressure at center= (C*62.4/144)+ Baro = * ~(n MAXIMUM TEST PRESSURE, Po= ((A+B~1J 'I* c*0.57) * [Po"' I <A";) ] Test Pressure sequence:= 1/3 Po, 213 Po, Po, 112 Po,*Po Sequence ID: . A B. 0 D E Po Values: 1/3 Po= ".3*Co ; 2/3 Po=....TI.....; 1/2 Po"' 55 Add A~proprlate Po value to statio pressure at center of test Interval TEST NO. M?--ewz:c:z.sequence No. "13 Planned Center Pressure: ~ ~ ~ Transducer Readings Before Packers Inflated: Top f ~' \\ ~ : Middle ~'51 (L)1- :. Bottom: ~ 8, 8 t:;) Transducer Readings After Packers Inflated: Top I *'3 ;q. '3- ; Middle 618 * ~ \\ Bottom:* 08, ~'B MP-ZWl. .-a ~ SE:0U~I-..\\.C...i5 -~ (c.~>U{\\p FLOW ME:TER READING, Gallons Middle 'Time, FLOW, gpni Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference ('5$ (J)g! (/J{/J ~<OSC.'S 1'3 ~29 \\ 2-14@JI (,(JJ ts: (/)6\\ ~1/) l £3~2. ";) \\ tg' 15~(0 \\ '2. t 4lt>,'S~ .6; I "5 (t,D-'9: fPc# \\. '()~;~ (/} \\8 ~ j(t) Cb (/J 14ttJ,(...( t.., I. \\'S' (P"'J~~IJ lB~~t~ \\8 '5?> I \\
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From Preliminary Boring Layout Survey
~*. -* Fonn Approved for'use on Clinch River SMR Project-J. A. Tlce, Technical Lead Form Rev o-Reviewed by -'SJZ-~_.....<I_;z,"""{t~{/ J
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-63 of 515
DOUBLE PACKER 60REHOL.E PERMEABILITY TEST DATA SHEET
AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PR9JECT NAME: Cllnch RlverSMR ProJect JOB.NO. 6168*13*1076 DATE::[ -18 ~ 13 I Baring No MP* 2@Z. Borehole Dl~meter, ln.:-3,8 Total Boring Depth, Ft. 4695 Gnd Elev, Ft: 81 I * ":1. *
Ca~lng Height above ground, Ft:(* 23 Elev. Top of Casing, Ft. (Gnd Elev +Casing Helgh\\):8 ile~3 "'Datum TEST!~: M'f'-.Zf£)'2-i{ '2.
Test length:
f, S Test Section Depth (from Datum): From I '5'4, Z.) To /l,p I
9*"3 (A) Depth to Water Table From Datum, Ft: "?, ':>.~
(B) Suiiace Gage Height Above Datum, Ft.~ Test Water Tem'p: 6'5 "(-! Baro Pr'eesure, psi:. 1.1\\ '4/A \\ '?""h '?8 C:t..~*, "':\\-\\ ~- \\'~ Depth to Center ofT est Interval From Datum, Ft:~lioi ":78 (C) Distance Water Table to Center of Test Interval Ft. ~ ':!,(() Static water pressure at center= (C"62,4/144) + Baro = rQ (.p MAXIMUM TEST PRESSURE, Po= ([A+B.. 1) + c*o.57) [Po= j C/?-., I 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"' '3G::> : 2/3 Po'-"....TI....; 1/2 Po=
55 Add A~proprlale Po value to static pressure at center of test lntel'lal TEST NO. M?*Z~Z -l. !.sequence No.
C... Planned Center Pressure: I 7= S Transducer Readings Before Packers Inflated: Top 1*'3 * \\ ~ ; Middle ~ "5' ct>'1- :' Bottom: (I? 8, 8 :2 . TransducerBeadingsAfterPacke~ Inflated: Top I S~l:'l-; Middle CoCo,2{ : BoJ.tom:' G8 (28
MP~zwz
'a '2, S e:-0 Lt e 1--1. c. ~ c FLOW METER READING, Gallons 'Time, . FLOW,gpm Minutes lnltlal Rna! Difference J'5: 13,'31P 18S38 1'5 \\ 14l ¢{# \\ SS~'d . ~8 <;) ~_g (j) ~ 1~.*(/1~ I 5<5t\\2.. IB ?L\\3. I
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From Preliminary Boring Layout Survey F01m Approved for'use on Clinch Rlvar SMR Project-J. A. Tlce, Technical Leao Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-64 of 515 Middle Transducer Surface Gage REMARKS
. Reading, psi Pressure, psi 14aJ 59 Ccl 'iBRCttlt<.> I A>GIU-4.$(:; P/..oW 14Cb,lo5
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I z..((1/11

DOUBLE PACKER BOREHOLB PERMEAEliLITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PR<;>JECT NAME: Cl!nch Rlver$MR Prolec1 JOB.NO. §468-iS-1016 DATE: q ~IS M/3 'I Boring No MP*.2~.2. Borehole Diameter, ln.: 6,B Total Boring Depth, Ft. 46\\P .Gnd Elev, Ft: 8 fl * '-:f
Casing Height above ground, Ft:l* 23 Elev. Top ofOaslng, Ft. (Gnd Elev +Casing Helght):8te~3. "'Datum TEST ID: M?~ Zit>?- ~ 2-Test length:
t, '5 Test Section Depth (from Datum)

From I '5'4, 2 '3 To I~ I * *::l'3 (A) Depth to Wafer Table From Datum, Ft: ~ :>, 28 (B) Suiface Gage Height Above Datum, Ft.~
TestWaterTem.p: f)'5"'P Bare Pressure, psi:.I ~,M ~ os"'l, '?s e:;_ "s1., ":\\,, ca* n De~\\h to Center ofT est Inter-val From Datum, Pt;:i 8(q, ?8
(C) Distance 'Water Table to Ceriter of Test Interval Ft. ~::1,;<0 Static water pressure at qenter =< (0.62.4/144) + Baro"'
k<.o MAXIMUM TEST PRESSURE, Po"' ((A+B.1] + c*o:57) [P.o:: I <D.., l Test Pressure sequence 7' 1/$ Po, 2)3 Po, Po, 1/2 Po, Po Sequence ID: A
8.
C D E Po Values: 1/3 Po"' '3Co ; 2/3 Po::o 3.3.._; 1/2 Po= 55 Add AP,propriate Po value to statio pressure at center of test Interval Transducer Readings Before Packers Inflated: Top << s I \\. ~
: Middle (i:l '5, r[J":f. :' Bottom:.
G:? 8. 8 ~ TransducerReadlngsAfterPackerslnflated: Top. 1'9\\".1:'.\\- ; Middle <.n~,2(: Bottom:* ~S,Z8 M'P- 'ZA/12. .r.. ~ Se:-0 UerJ.-lC..5 c (co~r'T.) )-
FLOW METER READING, Gallons Middle
'Time, FlOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Dtfference ~ 1 <!;) ~ 21.1 'Zl cl \\ 6 '"=>C'~ c:> I B c;,c.,(J1 \\ -~ t'*~v::-.~4 <-;34, 6/Jr.;, . i'~: z.;;:zcp 70 t.>77<Jk, 7/t!ii..V) c.c,g 1<. 1'51'23\\45 foo;<' 7"it-Ait.J$ t?>,~(IJ I I r' ... -~- ~- -......... . --~-........ -****
From Preliminary Boring Layout Survey Fonn Approved for'use on Clinch River SMR Project",r. A. Tice, Technical Lead Form Rev 0 *Reviewed byS)-z._

~ 'l-(i>I{J*
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-65 of 515
I I, I DOUBLE PACKER aOREHOLE PERMEABILITY TEST DATA SHEET
AMEC ENVIRONMENTAL& INFRASTRU.CTURE, INC.
Page 1 of2 PR<;>JECT NAME: Clinch River SMR Protect JOB.NO. 6~68*13-1072 DATE:::[-/~ b 13 l Boring No MP*,&¢.2. Borehole Diameter, ln.: 3,8 Total Boring Deptl1, Ft. 46)4? Gnd Elev, Ft;* 81 I * ~
Casing Height above ground, Ft:/* 23 Elev. Top of.caslng, Ft. (Gnd Elev +Casing Helght) :8..1.&.~"' Datum.
TES1' ID: 1-Af'~Z$~ :Z.. Z. Testlength: 7, S
rest Section Depth (from Datum): From I '5'4* 2.. "3 To I t.P /, *::p?J (A) Depth to Water Table From Datum, Ft: *~51 28 (B) Surface Gage Height Abov~ Datum, Ft.~
Test Water Tem.p:. es"P' Baro Pressure, pal: 1.1\\,L\\6, w':)*<J,""8 ('ill..* "' o <.-.)-.:;,, -:1,-V~- \\~ Depth to Center ofT est Interval From Datum, Ft:~o (C) Distance Water Table to Cen~er of Test lhterval Ft. J...lih... "".:\\CO Static wate!:J!ressure at center= (c*e2.4/144) + Baro"' klo MAXIMUM TEST PRESSURE, Po ~ {(A+B*1] + C*0.57) [Po "' I (/)-, 1 Test Pressure sequence :" 113 Po, 213 Po1.Po, 1/2. *Po, Po SequenceiD: A B. C D E.
Po Values: 1/3 Po "' * '3 Co : 2(3 Po::::...:::t..J:L; 112 Po= 5 S Add Appropriate Po' value to static pressure at center of test Interval TES'T 'No. MP*ZWZ :e. 'Z..sequence No.
'D
Planned Center Pressure:
/2./ Transducer Readings Before Packers Inflated: lop { 'j' \\ ~. ; Middle
~ "5, $1- :' B~ttom:
C.,. B, 8 '? Transaucer Readings After Packers Inflated: Top l '7 1 *-.:t~; Middle f..> l.J>, -z. \\ : Bottom:' L. 8 * 'Z8 -Z¢2. ~ s E'Q U c:rJ....tG t= FLOW METER READING, Gallons
Middle
'Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes* Reading, psi Pressure, ps! Initial Final Difference '"fJ'e;&r I '5 ) IZ"'.W3 @ \\0~ (, ~ ~ --- .... ~.,....... - 1'"=1 l..o, (~/) 7).ll;; 7:::>13-ie.G'I:\\ :S~ t='~ ot...l I :5 I 2 6> I ftJI() \\ <D ~L:.'-;> '5":f (/) \\
z.
l$) 'Z(...l ~~ \\ '8 ~ ":l(l> cn~w (j) (j) 1'51 Z::tl()rl 's s~:w ~~t 7.. . I 'S l 'Z-'11 *~ (d 'as':\\\\ . ~-~-l. I z.. 1'5 t.Z'i'H ~:V \\6S::tL ?;'=!~ \\ 2... /51 ZH3l'P \\~"'1:1':1,~ '5'qA l z l <5 l z. r;> ', rPIJ \\ '0 (~:)"' l\\ t,; -qc:; I '2.. IS l 2.i:)l'3q \\ 't?:>~~s S=lC:. \\
z.
15\\ ~(tJ \\ (/)(/; \\ e:,c:s '::\\-(... S'*l";J. I '2-1'5) "5t't' ~ ~)IP l 'S'S'0\\1- 'S':J8 l 2 ISl '1ll I t;dt.i . ~8"3":1'8 . '5~& (/) (/> ".... ~.... " **' -* '"'*~* ~* '.. t.' rCA* I 1 ~! 34' ... Tcac-57.i~ ~~9 I'?\\ ~--z..\\ lflil V\\)C7,~ ' "58(1 I
z.
~- I '5l TZ l '3~ I '8t5~4! "5_8l I
2.
L~' '), '.>' (I)~ \\ 8'5~(
581
(/) (/) I";)\\ ~"'!,\\'?,@ \\558\\ f:Yf;JZ. I 'Z.. IS\\ '54\\.tN I B'582: SB> I . '2- From Preliminary Boring Layout Survey Fo1m Approved for'use on Clinch River SMR Project* J, A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3..S6 of 515 \\"::/(.\\.~1
-t*~
158.4'& "q--L.;. I "5S.~l.. ':1C. 1::Jij'C/I!(f4 St;:. ~{.(Jt....,) \\ t.\\l\\~S'iS G:.l 144/59 G,j P~l<:riA.SG,Ct. ow \\ "3t\\,l.o3 5\\ .r
\\ *~~A.. ~
Sl "DI:f C. 1i!.&'A~ff. t='"(..ot~ 133,ff1-4S * /28 4>~ 4S 'P~C4.&'A~ F-.Ot_;, 12'/!J,lo"- 4'5 J24.~g tl-\\ /-IIFC.IZlPA").-J r-~..;,._, ' *..... t '2A,*, ( .. ""'4 (0 1'2."3 &II 4,(j) /23,{o'Z.. L\\ (/) /2.5,:'.'(3 L\\.(,1). 't)~~$(/" ~(.UW ' I '22, '2.<:: 3":7 /22../31 ~' Form Rev 0 - Reviewed by ~JZ-11-(/1(/1
DOUBLE PACKER BOREHOLE PIERMEABILITY TEST DATA SHEET

AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clinch River SMR PtQ!ect JOB NO. !3468-13-1072 DATE:';{ ~18 d 13* . 1 Boring No t-<P* 2$?).2. Borehole Dl~meter, ln.:..3.8 Total Boring Depth, Ft. 46>f\\ .Gnd Elev, F\\: 8/1, '::J
Ca.slng Height above ground, Ft;J

23 E!ev. Top of.Caslng, Ft. (Gnd E!ev +Casing Helght):8 l~~3 "' D~tum
. TEST ID:f'61"~plt)Z. i1: '2. Test length: =f, S_. _i*est Section Depth (from Datum): From 1"5'4, Z. 3 To / (pf, :f'"3 _ Test Water Tem'p: B "5°(! sa:ro Pressure, psi: 14 I liA (A) Depth to Water Table From Datum, Ft: ?,':)*, 'Z3 (B) Suiface Gage Height Above Datum,.F!. ~ JOO "l.~' -:1,-\\ '0* \\1 ~ <;)"i'h 0::.0 (".,.... Depth to Center ofTe,st Interval From Datum, Fb S<ol?o (C) Distance WaterTable to Cenl.er of Test Interval Ft..ilih.':::'l;(() Static water pressure at center"' (0"62.4/144) + Sara" k ~ MAXIMUM TEST PRESSURE, Po= ([A+B*1] + 0*0.57) (Po= I ~ ';l I Test Pressure sequence;= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence !D: A B. 0 D E Po Values: 1/3 Po= "3Co ; ~/3 Po"'....'3..J:L; 1/2 Poo: SS Add Appropriate Po value to static_pressure at center of test lnterva! TEST NO. MP*Z(J)Z.*c:z.. sequence No. *n Planned Center.Pressure:* /'2 I Transducer Readings Before Packers Inflated: fap l ~ * \\ 'l.,
Middle
'fr~nsducer Readings After Packers Inflated: Top __ . -~--; Middle W\\P-.. Z({JZ. . *~ :<.. 5 e:-0 Ll r;; 1-.1 C E D ( Col..l7h ).. FLOW METER READING, Gallons Middle
rime, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
\\ s) 1,.!\\ \\ ~ I# tB ~e~ 18584 I
z.
/"2.1, 9--:J. '3'? \\~\\"Y?:.l. 1M 18 '5'84 .tB* .~es I z IZ'Z..4t. .':!> <s;) l'3) *~~~~(># \\<a "'53S ~ 8 '58& t z t '2.'2 I tJI. 3~ ~'5 \\ ~G.l tM \\SS86. LB '5 :3C. (/) (/) IZ/,'f)i,., 3'3 V=E.l 'tJ(..\\3¢ \\ 8'584 rs 7>8+ I
z..
121,-8+ j' l:)! ~l-tQ!q \\S '581-- -~~ '588 I ~. 12.2,3'3 3~ C/./o ~l\\3GI I) f./o 'R<sF.l !."? 110&1::; ' ~8~'P(IJ ~ l"$j ".3~1~5 'B'c;J7_70.vL. 7-fzA,u_$ : ~'B.IVJ IS /'3& *~ Z¢ /..,.., 7-:e.A.v ~.. 1 9't G, 7/ .. ******........... * ~.. -** -**,....... ... ~..,,... ~........... .,.. ;, -~.......,..... f-*
-- -~-

From Preliminary Boring Layout survey
~~..... Farm Approved for'use on Cllncll River SMR Project-J. A. Tlce, Technical Lead Form Rev o-Reviewed by W \\ 1,/!1{/'3
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-67 of 515
DOUBLE PACKER BOREHOLE PERMeABILITY TESI DATA SHEET *
AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 'I of 2 PROJECT NAME: Clinch River SMR Project J0l3,NO. Q.468-i3-1072 BoringNoMP*;2~.2. BoreholeDiameter, ln.:*8,8 Tota!BoringDepth, Ft. 46$0 GndE!ev,Ft 81/. ':t
Casing Height above ground, Ft:l* 23 E!ev. Top, ofCaslng, Ft. *(Gnd Elev + Casing Helght):8 !:G~3 "Datum TEST 10: M'Pa Zf/)2- :g. 2-Test len9th:

;t.S Test Section Depth (from Datum): From I '5'4, 2.. '3 To I l..v f, 9-'3 (A) Depth to Water Table From Datum, Ft: "?> ':?, '?$
(B) Suiface Gage Height Above Datum, Ft.~ Test Wa!erTem.p: e., so,::? Baro Pressure, ps!: ll\\-, &A }"S">i,98 ~~.":\\-\\i-\\1 Depth to Center of Test Interval From Datum, Fb 8<e, ':}S (C) Distance Water Table to Center ofT est Interval Ft. J~'::\\CO Statrcwater pressure at center= (0*62.41144) + Baro = ~(p MAXIMUM TEST PRESSURE, Po"' ([A+B*11 + c*0.57) [Po= (5/? '? J Test Pressure sequence~ 1/3 Po, 2i3 Po, Po, *112 Po, Po Sequence 10; A B. c D E Po Values: 1/3 Po= '3.G:. ; 2/3 Po=~
1/2 Po

::
5 S Add Approp[ia!a Po value to static pressure at center of test Interval TEST NO. MP*Z(i)Z~!.sequence No. E. Planned Center Pressure: I 95 Transducer Readings Before Packers Inflated:. Top I 9 * \\ ~
Middle Co "5' ctr:t :. Bottom:
<£ 8, 8 '? Transducer Readings After Packers lnnated: Top 19 '71.*-q ; Middle tv\\'P~Z(()Z.
~ *JG, 5 r::~ u e-1--1. c. e_
G.. FLQW METER READING, Gallons 'Time, FLOW, gpm Minutes Initial Final Difference 1'5: 4(/)1 {/jfl. 18'5';)2.. ..... - ~- -~.. 1'5} 4(1):30 I B"i> 92- \\8 5"~'3. ' \\ z l '$ I 4 ll tPIP l B~Sf~ 1'8 ~tj4 \\ ' .-z. IS~ 4\\\\ ?Ji:j tl3S~<\\- IB '5 ':)'5 \\ "2. 1~{42.\\ (p{j) \\8Sgi:; IB.c)9<.. \\ "2. IS'l4Z~'3cJ \\ BCS9{;) 18 t'o91- \\ "2. 1'5'1. 43\\ (jtl) \\'3Stt:)*i It) ~~B l "2. I~; 4-'~t3() \\10'?~'5 18 (., (j){/J "2., i\\ 1'511.\\t\\\\i})(/) l ~C.,I/)(jl IB l..>!Pt I 2 IC:,: At\\\\ '3CI \\ 8G.IlJ t ~~ G.l,b'L \\ z l <;;.. 4:':3 \\ rJI.J. H3&qJ'- lB (orp4- "2-. 'A 1'5 '1 4<:;; \\ 141' \\ 'i.S£o((l4 18 1.- ~5 \\ ?_ ...... " 4 ""'""""'-*..... -'**-...... *~.., .. -:* 18 'i.¢-:r-.... ""'2.. '4' \\"5'1 ~~W\\1 151....@5 \\<:i\\ 4L, \\ 'HA l8G..<tr:r 16 !, (.IJ{;j I 'Z t~ 1'5( 4*'1\\iJf(fl t:S~d>'?, ICJ ~UP '"Z, 0 ~<:;)~ _4_";),\\3@ 18 Cat<!> 18 G.l2.. -z_, 4 l?l 46', fPQ I SL. I -z__ 18 (.,;./') l z ~"5) 4'8'1"~lt ~ 'B'l.t> l) I B t.,./ 4- \\
Z IS'4'7\\t,tl4 l8to\\<\\
18 L.lt~ G...
From PreUminary Boring Layout Survey 4
.Fonn 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..S8 of 515 Middle Transducer Surface Gage REMARKS ' Reading, psi Pressure, psi /2 2,$qJ '3'3 '/3t!i&t/JU I,vt:...e~4.$ e;:. FLow I ZZAS' . t;S¢ l"o *~~6"4 "5¢ f~..>(.&.IJ!.MC::. t:: t..OW 14 \\,8'1 4> (b 1.43,.t1JI (,1./J J j.jC.fCC!i A SIS' !.::"£.ow 11-l'i;.t'Z.. ~*c,Ll \\ "5) ;I ':t qJ. )f-bo "'1-/(t ~I'J .fiu C.J?i!: 4 '5 iE H.. o tv ? H.o*~.({J(il COlD (J.Jtl2.'6'-~,.:. Ft.o..._. \\I.A,L.l,. 9/fJ. \\~5,':l} 9il> Fl'3,s*:t ~ l!'
fv;,_f~AS~ Pt.*o{..._,)
\\ ':iL\\aA*. ~ *s ~-,.... t ':::f=/12'8 94 I '::tl..,W '74 I 'l8,')'1J 9A- \\::\\'::!I ~5 94~ 'tJ £f C:./U<'A 5c.. k o '"' \\ ~":{;=i \\ 91 \\'1) {fl. 9'{/J Form Rev 0- Reviewed by '5QL I~ (i 1 I {J
I I I. [ t I I DOUBLE PACKER BOREHOLE PERMEABILITY TEST OA1'A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.. Page 1 of2 PROJECT NAME: Ql!!)cb River SMR ProJect JOB NO. 6468*12*1072
DATE: *::, ~ l 8 ~ 1'3 Boring No MP: Z'PZ Bore('tole Diameter, ln.:.:..l&_ Total Boring Depth, Ft.. 4 G> (/}
Gnd Elev, Ft: 81 t. "':"/
Casing Height above ground, Ft: I, 'Z~
Eiev. Top of Casing, Ft. (Gnd E!ev +Casing Height): 8 I Z, '::)3 =Datum TEST ID: N\\P~ 7.J(l't. =t.. 2... Test length; 1 S Test Section Depth (from Datum): From /54, ?3 To I~(, 73 (A) Depth to WaterTable From Datum, Ft:~c:>. a,g (B) Surface Gage Height Above Datum, Ft.~~ Test Water Tem.p: e. '5 or Bare Pressure, psi: I 4 I 44 Depth to Center of Test intewal From Datum,Ft: I "5-;'j*, "!J$ (C) Distance Water Table to Center of Test interval Ft. ~ Static water pressure at center"' (C~62.4/144). + Baro = C..O C, MAXIMUM TEST PRESSURE, Po= ((A+B*1J + c*o.57) IPo = lt~l:) ' J Test Pressure sequence:= 1/3 Po, 2/S,Po, Po, 112 Po, Po Sequence JD: A B C D E Po Values: 1/3 Po=~; 2/3 Po= _..TI_; 1/2 Po" 5'0 Add Appropriate Po 'value to static pressure at center oftest Interval TEST NO. MP* Z'P~l-Sequence No. _.:;:t==*-- Planned Genter.Pressure: _..-!1:.._3..!.*....:'S::,__ Transducer Readings Before Packers Inflated: Top Transducer Readings After Packers Inflated: Top I'?,\\ 'z.... ; Middle \\ ';:} ~4.+ ; Middle ~ 5, (/) "1*: Bo.ttom: 0:. ~, *z \\ : Bottom: FLOW METER READING, Gallons Middle 'Time, Minutes Initial Final FLOW, gpm Transducer Surface Gage Reading, psi Pressure, psi Difference REMARKS \\S\\~~l~-*~'8~*~~*~\\&~~\\~~~~&~/~'+---~\\----+---~~~-1~J~*1~3~,8~~=~--*~~~~:..__-r~--------~~ t ~ ~ 5t:P '3 t~ \\ S tt.. IS> \\ '5 ' C.. "'W \\ Z. l'~4A'l '?<{) " "LIM P/1-)trt. r---------r-------~--------~---
------~------~--------+---------r-------~---.. ---
~--------~-----~~*---------~----~--~------+-------~----------r---------------1 r------J---.-----~.. -------+----+----+-------~-------+-----------1
From Preliminary Boring Layout Survey Fom1 Approved for'use on Clinch River SMR Project-J, A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-69 of 515

Form Rev 0- Reviewed by ~
11-:.(I'J/.1}
I I I.
I I POUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SBEET Page2 BORING: M 'p ~ ~0 ;(. DATE: ":f.- \\ '6*~ \\ 3 DATA COLLECTED BY: 1<:)~-t~-.Me G!t..(.. /JJMC::toor::>~~t-R..c ~ t/_t~ r,si SHU'!~:
~ fL1(') (J
TIME,
~ SURFACE GAGE minute PRESSURE, psi ,( ~ "_Vo-.. ~. r //_ '<-l~b ~is sk.(-1 C..ff}(c/ ~ " II ~ ~ '2-ft:s'f/ 9:fz. 1"1-,,., /t J. C:ENTE:R TRANSDUCER PRESSURE psi ---.......:.. -----.* ~ EQIDPMENTUSED ((,jJ~/13) (CA/Z¢/1'3/. (G/zr.rl/15) Transducers: Mini TroiSeriaiNumbers: 3"3 '15 89~/ I~ 'G4 844.~. 14 2 J4Z/ R.R. ¢'3c'.t>=IJ 3115 '0 '8\\ /R.iC4W 3~ ~ (&./U/n) ~~1-f<:,?;~,~~~ 9_~. :q.-\\.8- \\~ SurfacePressureGage: M \\JJ-4~ M.\\Al-'5;
M W-3 l3Ac.~eJ"!r...ow.J
' (G:>/1~./1'3)
Barometric P'robe:
\\~A~\\~/ R~_;C,Lo(Q <:>*. (r..h:.:s/13) FlowMeter: 8 8 ~4 ""+88 (G./I tlJ I 1'3 ) Stop Watch: L ~8(, /~1-6 (;,. Date of Calibration: /;U P.AI<t£f../7"1-I{£:51S
Calibration due:
.Po-;7 ttf'$?;-uc..r t"v\\ P - ~0~ f./Z (B) M P ~ 2. 0-z.... ~*2.. (B) MP-c(lJ'Z. * '::C--2.. (T) Me,_ Z.(tl'Z-. Z-'2 ('T} /'A P~ 'Z.. 0 2.- Z::'Z-(M) ~AF-.2. (fJ'Z. ~'2, ( jl.t\\.) }\\1\\ p... z ti?'Z- 'lt::."Z. lLJ Mt"- z~-z.... -=c.."Z... (_l) 2 (/) 1'3 - 1/F:f - IS ?... (/)I '3 - (j)i-.- 18 z :(l); s -: (/) + - 18 z: (/) ( "S - (/)"f.. :--18
2. (/)I 3- (j)'-:f -18
'Z 01 I~ - (/)f. - 18 2:01::,- (/Jf-.' -18
2. (/}I '3 - (/) '"f - 18 Form Approved for Use on Clinch Rivei' SMR Project.. J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-70 of 515 LTZ?l
(~/tjrs) /Cc,d/)ttl, IZ ~-~~... 4 I t.e.' (/)(/)I ;7.. /'5, 5LL 3'7 !~, CS4, '57> /'5.'58.28 l.?,5 8,28 I "5 I C";_)(a I.C/3 1"5~ ~G, AS JAI5L E)(CtfL \\.US L GXCI.fL l.U SL 1.3XC?C \\J..( s l, .EXCIFL . Form Rev 0- Reviewed by SJk ('1.. -.f/ o/tl
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 Boring: MP-202 Zone: Z3 182.0 feet to 189.5 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) 12:11:30 0.0 79.51 0 12:27:30 0.0 12:12:00 0.5 79.50 4 12:28:00 0.5 12:12:30 1.0 108.48 0 12:28:30 1.0 12:13:00 1.5 108.36 0 12:29:00 1.5 12:13:30 2.0 108.22 0 12:29:30 2.0 12:14:00 2.5 111.59 0 12:30:00 2.5 12:14:30 3.0 114.54 0 12:30:30 3.0 12:15:00 3.5 114.28 0 12:31:00 3.5 12:15:30 4.0 116.98 0 12:31:30 4.0 12:16:00 4.5 116.94 0 12:32:00 4.5 12:16:30 5.0 119.49 0 12:32:30 5.0 12:17:00 5.5 119.36 2 12:33:00 5.5 '12:17:30 6:0 -- . 1"19.41
o '12:33:30
-. 6.0 12:18:00 6.5 119.67 0. 12:34;00 6.5 __12;j _8_;3Q ZQ 119 8Q 12:34:30 7.0 12:19:00 7.5 123.81 0 12:35:00 7.5 12:19:30 8.0 123.67 0 12:35:30 8.0 - ~o
g:o
.. l2ll'4 () 12:36:00 8~'5 12:20:30 9.0 120.27 0 12:36:30 9.0 12:21:00 9.5 120.10 0 12:37:00 9.5 12:21:30 10.0 120.41 0 12:.37:30 10.0 12:22:00 10.5 120.00 0 12:38:00 10.5 12:22:30 11.0 119.93 0 12:38:30 11.0 12:23:00 11.5 120.17 0 12:23:30 12.0 11 9.82 0 12:24:00 12.5 119.98 0 12:24:30 13.0 119.98 0 12:25:00 13.5 119.92 0 SequenceD (1/2 P o) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 12:56:30 0.0 206.72 0 13:09:00 12:56:00 0.5 206.14 0 13:09:30 12:56:30 1.0 175.07 0 13:10:00 12:57:00 1.5 174.65 0 13:10:30 12:57:30 2.0 169.51 0 13:11:00 12:58:00 2.5 169.17 0 13:11:30 12:58:30 3.0 165.01 0 13:12:00 12:59:00 3.5 159.25 0 13:12:30 12:.59:30 4.0 158.96 0 13:13:00 13:00:00 4.5 154.70 0 13:13:30 13:00:30 5.0 154.61 0 13:14:00 13:01:00 5.5 149.32 0 13:14:30 13:01:30 6.0 149.28 0 13:15:00 13:02:00 6.5 145.84 0 13:15:30 13:02:30 7.0 145.73 0 13:16:00 13:03:00 7.5 141.96 0 13:16:30 13:03:30 8.0 141.16 0 13:17:00 13:04:00 8.5 141.1 6 0 13:17:30 13:04:30 9.0 140.95 0 13:05:00 9.5 140.96 0 13:05:30 10.0 140.71 0 13:06:00 10.5 no reading Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-71 of 515 Elapsed Time (minutes) Q.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 8.5 Flow Rate Pressure (psi) (gpm) 119.98 0 120.18 0 126.33 0 131.65 0 132.15 0 136.58 2 136.77 0 141.44 0 141.61 0 148.04 0 152.63 0 154.60 0 154.23 .. 0 156.74 0 157.00 0 160.61 0 160.91 0 160.60 0 160.87 0 160.61 0 160.71 0 160.56 0 160.56 0 Flow Rate Pressure (psi) (gpm) 140.16 0 148.23 0 151.33 0 158.57 0 169.97 0 175.21 0 185.08 0 197.60 0 198.18 0 197.77 0 201.71 0 201.72 0 202.52 0 204.40 0 203.62 0 203.62 0 203.99 0 203.31 0 Prepared by: e:!'lYr Checked by: C)8,)... Sequence C (Po) Elapsed Time Time (minutes) 12:41:30 0.0 12:42:00 0.5 12:42:30 1.0 12:43:00 1.5 12:43:30 2.0 12:44:00 2.5 12:44:30 3.0 12:45:00 3.5 12:45:30 4.0 12:46:00 4.5 12:46:30 5.0 12:47:00 5.5 '12:47:30 6:0 12:48:00 6.5 12:48:30 7.0 12:49:00 7.5 12:49:30 8.0 12:50":00 '8.5 12:50:30 9.0 12:51:00 9.5 12:51:30 10.0 12:52:00 10.5 12:52:.30 11.0 12:53:00 11.5 Date:.::;. --T~ IC/ Date: 4-9*~ /4-- Flow Rate Pressure (psi) (gpm) 160.04 0 160.02 0 177.77 0 177.13 0 177.77 0 188.97 0 189.22 2 195.68 0 195.99 0 203.34 0 205.04 0 201.42 0 201:02 --.. -- 0 206.55 0 206.42 0 206.18 0 206.48 0 205:88 0 - ---*-- - 205.85 0 206.54 0 206.70 0 206,61 0 206.15 0 206.26 0
MP~202 Zone 3 3.5 "...................... -...................................................................................................................................................................................................................................................... _,,.................... _,....,........... _,..............................,_...................................................... 5 _Ei 2.5 *1~.................. -.. _.. _,, ____........ _______ ~--*.. -------*-*------*-----*-*- .. **---*---*----~*-*---*.. -*----*----*-------*----* ~ ~ L5 ..................... --*-~------ft ----------*----------'---**-*-*-** ~ f I o.o 2:0 4.0 6.0 8.0 Elapsed Time (minutes) -**-*1/3 PO MP*202 Zone 3 10.0 12.0 14.0 16.0 Notes: Test prassurn approxlh1ately1/3 of the maxim Lim test pressure (Po), Flow rate typically measured over a 30 seconcllntetvaJ. . 2.5.. _,.............., __,_,_._, _____................ - ~ 1.5 -, _________.............. _, ___.,~~- -**-------.. *---------*---***-"*-----.. --...... -.. ___, __________, ___________,................................................. ____, ______ _ s .Ei ~- ~ o.s..................................................................................... -..........................................................................................................................................................................................................................................................,,....,,.............................................................. 0 ~"'tt<-------4------II--L_,.. __.... ~'"-:-~-e~*~*~..-tt--*~~~ ......................... --f*---**"',_.. ___ l:t>*""""""""'\\l"'""""""""'~---..., o.o 2.0 4.0 6,0 8.0 10.0 12.0 Elapsed Time (minutes) ---*-2/3 Po Notes: Test pressure opproxlmntely 2/3 Of the ma>diiiUtn t~st pl'assure (Po), Flow ~m-...*~-*----*.... M,-*~*-*.. -~.......,...~,..,_.,.,,_,.....,,,.,. _ _,...... ".""-M"'"'""'--"-'"'~--*--....,~*~*~~*~~-**~~*...-............,....,.,..,, __ ..,!i,l;~~J'JP.!9E.!!Y.Jll~~~~!J;~[,9.YlJ,C.,c'J..,~9.. ~!t9.2!Ld..J.0!!lJ.Y.~1............,...,..* ~....,_-.....,,.w_,...,,.,_,,,H.. ~*"-""" Prepared by/Date: I{ /-JL Jt:£t Checked by/Date: 91j
..., ti--
Ciinch River Data Report Re6. 4 CRP-1112.16 Page E.3-72 of 515
MP~202 Zone 3 2.5,.....--------*--*--*--------*--~-*

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

2 * -*-*---*****-**--**-**-------*-*-----*-*-----------......... __________ ___.. _________________________________ ___.. ______.. ____,_ I t+--------~~--~------------~------------------------ ---~--r---*-*---------*-*---**---:...................... -~-~----*--*--*-----*--- 0
__,_.;._...,..~.-.........,..... _.......... ~...... :.. t.............. l....... _,
..... -........ *-*--*t-..... --........ -*-***.. **-*--"'"""*-*****-t**............ ~..... -.. c"'... -.......... ~.... -................. ~***-*-.. -.... -...._.........., ... -.. --'~~..............,;-......... *... _"r*~----.. ----*----.., 0.0 2.0 4.0 ,6.0 8.0 10.0 12.0 14.0 'Elapsed Tfme (minutes). Notes: Test pres.$ure approximately at the maximum test pressure (Po). Plow t lea t MP-202 Zone 3 1 **----*.. ----*-**---*--**-- 0.9 0.8..................................... ~.................................................................................................................................................................................................................................................................................................................................................................... 0.7 ~ 0.6 +-------------------~----------~--- E § ~ 0.5 ..9
u. 0.4 +------------------- ---------------------------
0.2. ---"*-*.. ---*-*-*-"--*---*-.. - 0.1+---------------------------------------~----------~------------------ o.o 2.0 4.0 ...... -1/2 Po Prepared by /Date :----,~--r-~r+--.1+'-'+--- Checked. by/Date: --IP~"--..:.:::.:.~=--- clinch River Data Report R Page E.3-73 of 515 6,0 Elapsed Time (minutes) 8.0 10.0 12.0 Notes: Test pressura approximately 1/2 of the maximum test pressure (Po), flow rata typically measurod over a 30 second lntorvaf,
DOUBLE PACKE:R BOREHOLE Pl:RMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: ~h River SMR ProJect JOB NO. 6468-13-1072 PATE: *1-'/ f?:,
I 3 Borlng No{>.;( P~ ;?;>{!;?_
Borehole Diameter, ln.: -3,8 Total Boring Depth, Ft. 46~ Gnd Elev, Ft: 81/. '=/ *
Casing Height above ground, Ft:.lt ~3 Tt:;ST ID:M'P- '2.1P'2.. ~ 3 Test length:
Eiev. Top of Casing, Ft. (Gnd !:.lev+ Casing Height): 81B:9*3 =Datum ?'.S TestSectionDepth(fromDatum): From 18~.~~ To \\<?<lh'~~ (A) Depth to Water Table From Datum, Ft:~-LkO (B) Surface Gage Height Above Datum, Ft. \\.lt:>3 Test Water lem.p: 1(t. "'F Baro Pressure, psi: J ::\\:.45 Depth to Center ofT est Interval From Datum, Ft: \\ e G, :>6 (C) Distance Water Table to Center of Test Interval Ft. ~~ Static water pressure at center= (0*62.4/144). + Bato = ]:~9 MAXIMUM TEST PRESSURE, Po= ([A+S*1] + 0*0.57) [Po= \\ ?...CS. 1 Test Pressure sequence?' 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A 8 0 D E Po VaiL1es: 1/3 Po=~; 2/3 Po=~; 1/2 Po"' (.;.';;, Add Appropriate Po value to static pressure at center oftest Interval 3 TEST NO, M?~l<PZ.. \\equence No. A Planned Genter Pressure: I 'C \\ Transducer Readings Before Packers lnfiated: Top ~¢
M. ; Middle Transducer Readings After Packers Inflated: Top
~C/J
5'3 ; Middle p... 20'2...
':C. *~ 5 .... t:rGUen.lC ~ Fl.OW METER READING, 'Gallons
r

t, ~.::::>- :' Bottom:
8 \\, 4 9 "::\\'2, lP~ : f3ottom: BQ * \\ (p Middle
Time,
!=LOW, gpm Transducer Surface Gage REMARKS Pressure, psi Minutes lnltial Final Difference '~ \\8 ~cpa_
. w, \\\\ \\ ~(/)
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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.3-74 of 515 Reading, psi 1:>,~\\
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'1-1 Iff CR.. (f_ A S pt.,a...., /ZS$4 3(/J Form Rev 0- Reviewed by
i I I I I I I I I I I I I I I DOUBLE PACKER BOREHOLE PERMEABILITY TEST PATA*SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clinch Siver SMR Prglect JOB.NO. 6468-13-1072 Boring No MP* 2¢:2.. Borehole Diameter, ln.;;3,5' Total8orlng Depth, Ft. 4!2$'6 Page 1 of 2 DATE: :1*18 ~ I'J GndEiev,Ft:~ *
Casing Height above ground, Ft: I. Z3 El'ev. TbpofCasing, Ft. (Gnd Eiev +Casing Height): 8l 2',93 "'Datum TEST JD:Mf'- Z.lf/2.. i! 0 Test length:
7, '5 Test Section Depth (from Datum): From * \\ 8'?. ~j To \\ t:l $,*'::\\;~ (A) Depth to Water Table From Datum, Ft: 3 8, (,p :0 (B) Surface Gage Height Above Datum, Ft.~ Test Water Tem'p: 10> "'E Baro Pressure, psi: l 4:.45 Depth to Center of Test Interval From Datum, Ft: \\ $ U,, CJC) (C) Distance Water Tabl'e to Center of Teat Interval Ft. \\ ~ 'Ol~~ Static water pressure at center= (0*62.4/144) + Baro., ~9 MAXIMUM TEST PRESSURE, Po= (lA+8*1) + C*0.57) [P.o*= \\?..F~;,.1 Test Pressure se~uence :- 1/3 Po, 2)3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 113 Po"'~; 213 Po= ____ID_; 1/2 Poe. <.o3> Add Appropr1ate Po.value to static pressure at centeroftast Interval ~~ TEST NO. MJ?v?..C/J2 Sequence No. 1-A Planned Center Pressure:. \\ ~ \\ Transduyer Readings Before Packers Inflated: Top ?.;¢, M,.: M.lddle 1'ransducer Readings After Packers Inflated: Top K:,¢, c;s:'i) i Middle
f'"q, 6'? :' Bottom:
8\\, 4 0 T9.(p~: Bottom: . 8C/>; \\ /....::. 'A. (Co~<-~,..,.'!;) M'P.. z 0?... t'o St=:~Ue"l-.lC E ) FLOW METER READING, Gallons Middle 'Time, FLOW,gpm Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial* t-!nal Difference t -z: 21./J: 'om \\8 san- \\~ '5_(tf.7 (/J (jJ I?Jl), 2. -=f. 3$ I Z ', '2. \\ t, {J)l.P ~B
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From Preliminary Boring Layout Survey Fonn Approved for'Use on Clinch River SMR Project-J, A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-75 of 515
~""" lk4,.V$ ~ 2~:'51 Form Rev 0 - Reviewed by
'i I I DOUI3LE PACKER BOREHOLE PERMEABILITY TEST o'ATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR ProJect JOB NO. 6468*13-1072 DATE:q~t8 ~ 13 Boring No t:1,P** &¢Z. Borehole Diameter, ln.:~ Total Boring Depth, Ft._~- God Elev, Ft: 8/f, '::f *
Casing Height above ground, Ft:.L..li3 TEST ID:Mf'- 7 *.t/t2.. ~ 0 Test length:
Elev. TOp of Casing, Ft. (Gnd E!ev + Casing Height): 81 2 ;9~ "' Datum
t,S TestSecllonDepth(fromDatum)

Fr,om \\8~.2..'0 To
\\~Qh':\\~ (A) Depth to Water Table From Datum, Ft: 3 81 <..o7; Test Water Tem.p: ~-H.-~>"' F Baro Pressure, psi: I 4..6y5 (B). Surface Gage Height Above Datum, Ft. I, to '3 Depth to Center ofT est Interval From batum, Ft: \\ B (s:,, ~6 (C) Distance Water Table to Center ofT eat Interval Ft. \\ 4<?,,1:l~ static water pressure at center= (C.62,4/144) + !3aro=, 'l.-9 MAXIMUM TEST PRESSURE, Po= ([A+I3*1] + c*0.57) [Po.= \\ Z.S ] Test Pressure sequence::> 1/3 Po, 2{3 Po, Po, 1/2 Po, Po SequenceiD: A B C o* E (o':) Add A~proprlale P~ value to etallc pressure at cent~r of test fnterval Po Values: 1/3 Po"' 4 "-.. ; 2/3 Po= _ill_ ; 1/2 Po= ~~ TEST NO, M.f?-?..ctrz Sequence No. 'B Planned Center Pressure: _\\"-'6='..c&...___ Transducer Readings Before Packers Inflated: Top
-p¢, ~
, ; Mlddie T~ansducer Readings After Packers Inflated: Top 2> ¢
O::S ~ ; Mlddle MF'- 20<..
~*~ SE:'~LIEfMCEi
r:,
PLOW METER READING, Gallons l":t, 103 :. Bottom: '1 CZ>
6 9 : Bottom:
Middle 8\\,49 8¢.\\(o
Time, FLOW, gpm Transducer Surface Gage Pressure, psi Minutes Reading, psl Initial Final Difference 1~'. ~*-~*;:n \\ e. co lJ) --;;-
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0
\\ L\\8.,d)t\\- 5f.t:, I'Z. ~ 34:*gu \\~ '5 (/)'(5 18 '5$8 c/) a5 l '5 Z,,lo'~ 4(/; REMARKS Beet/~ I /Vt!.IZ&:t.\\,'!J *z:: /-"'£. 1..)~~ /.UCft.C'/.1-St:=- 1-'L._o._, I ~c.rz.<rA'Pt;:- .!='Low I/(.) r:.J?...{(;As, t::l. o l.i.l I v c.ec;47._& 1-'7_ 04>. /t-U:.R..if'A$t:- Ft...o..-. \\(.J 3"al(l)t'b ~~ '5'>>8 ~~ * $(/)8 (p c6 \\ <S'K.&!tl ~c;£) I t.Jt:.R..;:-.6,s~r f-./_ C:> ~:_, \\'7.:. -~*'i*h~ .... \\ '8 -~ij)g "fP ~ Tst:\\.z~ .... CoS ~'t) 5(/)8 \\Z~ 34t¢!rf) ~ld Sa>8 18*6~~ (!J (j \\~,qt.\\.. <OS f p Cll4'1.\\$<f-J::"L.e>UI \\"l.; 31.\\\\3lP "~ 5tD~ t8 S<b8 ¢ cl> I $'9, (t}t) (.,9 rt\\ 3<5\\ l{J(fl H3 5((>e iB '5(JJ8 ¢ d> L!:? 11/, G. I {o\\:) li) '51.?, cb t\\3 5<<58 (I; ¢ \\.t. \\ . \\ l.t,C/),.~\\ <0'? ~~ 5:!Jl8 tZ. \\ '3C.OI lP() LS swe. l 6 '"5 (/)S d> d>
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.3-76 of.515 I tr, 0.1." (/)
~":} ---* Form Rev 0- Re~lewed by ssz... rz..{P/l'.
) I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1. of2 PROJECT NAME: Clinch River SMR Protect JOBNO. 6468-13-1072 DATE: ;{-18 */3 Boring No MP-&~z. Borehole Diameter, ln.:~~ Total Boting Depth, Ft. 46% Gnd tlev, Ft: 811 * '=I
Casing Height above ground, Ft:l....t93 Elev. T'op of Casing, Ft. (Gnd Elev +Casing Hei~ht): 81 2~5}3 =Datum TESTID:I'A?*'2.'P2~ 0 Test!ength:
t,S TestSectlonDepth(fromDatum)

From \\8'?.1,~~ To
\\t;)(j:l,~~ (A) Depth to Water Table From Datum, Ft: 3 S; lo:O (B) Surface Gage Height Above Datum, Ft. __L..0 Test WaterTem.p: 1l..c/' P Baro Press lire, psi: \\ 4.45 . Depth to Center of Test Interval From Datum, Fl: \\ t) G:,, ;:)tJ (C) Distance Water Table to Center of Test lnte.rval Ft. \\4 '8 ~~~
Static water pressure at center= (0*62.4/144) + Baro =
):9 MAXIMUM TEST PRESSURE, Po" ([A+B*1) + 0*0.57) (Po = \\ ?.-~ 1 Test Pressure sequence 7' 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"' Go~ Acid Appropriate Po value to static pressure afcenteroftestlnterval -i~ TEST NO. ~ v'Z/./JZ, Sequence No. '0 Planned Center Pressure: \\ lci "'2... Transducer Readings Before Packers Inflated: Top '?.,(/:>, ~ .
Middle
. J'":::{, ca.:.;:, : Bottom: 8\\.49 'aall( (., Transducer Readings After Packers Inflated: Top Z({) t S 3 ; Middle 1 ";),~ ~ ;. Bottom: MP~ 2(1><. ~0 5 t::"Cl LIE: i--t C., E 1:) ( C.ot.J;:'o ) FLOW METER" READING, Gallons Middle 'Time, FLOW,gpm Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference VZ..\\ ~~\\'3'-(J \\~ SG0'5 's csu>8 cp C(.l \\ I.D C/) g-,. (o~ \\"2..', ~ "1..*\\ ([)()) \\.B. '5fP8 \\ R r:f,.l/J,o.. (j) (j) \\<otJ>.l..?l
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~-

From Preliminary Boring Layout Survey

Follll Approved for'use on Clinch River SMR Project-J. A. Tlce, Technical Lead Form Rev. 0 - Reviewed by S:]2-. I'Z (1 ~ /1 J

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-77 of 515
i I I I I 'I I ' i i DOUBLe PACKER BOREHOLE PERMEABILITY TEST OATA SHSET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: CIII'\\Ch RiverSMR Proieo! JOB.NO. 6468*13-1072 DATE::;[ -1 c~ ~ /'3 Boring NoMP* &,¢;:. Borehole Diameter, ln.:3.8 Total Borlng Depth, Ft. 46%> GncJ Elev,Ft: 811 * 'f *
Casing Height above ground, Ft:.LZ;J Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8 i i? ;93 "' Datum TESTID:M'P*'2.<P2.~ 3 Testlength;
f,S TestSectlonDepth(fromDatum): From \\8~.~~ To~lP~~~
(A) Depth to WalerTabre From Datum, Ft: 3B~ lo:() (Br Surfa~ Gage Height Above Datum, Ft. ~ Test Water Tem.p: 1i.D "'F Baro Pressure, psi: l 4.45. Depth to canter of Test Interval* From Datum, Ft: \\ *e, ~' :>e (C) Distance Water Table to Center of Test Interval Ft. \\ A't> ;b~ Static water pressure a.t center"' (C*62.4/144) + Baio"' + 9 MAXIMUM TEST PRESSURE, Po " ([A+B*1] + C*0.57) [Po= \\ ?.P*:.* ] Test Pressure sequence ;o 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E PgValues: 1/3 Po=~ 2/3 Po=-__82_; 1/2 poe* (o~ Add Appropriate Po value to statio pressure at center of test Interval ~ TEST NO. M,V'v2J/1l \\equence No. C.. Planned Center Pressure: Z. 4* Transducer Readings Before Packers lnflatec!: Top
?.. 4>, FA ; Middle
=r::t, E:J':l :. Bottom:
8 t, 4 0 Transducer Readings After Packers Inflated: Top ~(/J5:i~; Middle ":':\\ ~,(.o ~ : Bottom: ew I \\L> MP~ 2.{1)<.. r_::, Se:c.;vur=t.J.C~ c FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Re<~dlng, psi Pressure, psi lnitlal Flnal Difference
.\\ ~ ', A. '\\ 1,<.0 t '6~d>cp \\ lpjfl__~l/)~ (.,':) "B~,.ro.1,.,. I IU{../J. c..o. § c:- P~ow \\~\\ ~~-\\ t}U/) \\B ~lib<? t& 5i'P") .(/) ¢ I ~ (/)J./!'2;. -6"5 \\1..\\ t\\'Z 1, "340 1.'& SIZI9 \\J5 ~(.tl~ (/) t/J '~-1 ::11-- 8S \\'2. \\ 4.~\\ (j(/) v~ 5¢c;l \\'> '51;.1;, c.b ' (L) \\ ~':'t*J...'3 8'5 ) 1->G/l.&'t:\\SCF 1-'1-ou.* . \\2. \\ A l> \\ *~()} l ~ '5 (/)?J. ~'0 '$1#9 (/> (/J' \\ '7.\\ i. ;-::n. C)'S . \\c.\\ ll..t\\.\\ l.iJ(Ji.. \\ )3 co (/)t) \\ 'B s I(J'} ¢ c/J \\88~'1* C?JS J.J.)r:./t£ll*'t.d J( .. aw \\ "2. \\ 1..\\f\\ \\ ?-.cfl \\t) s (JJ~* \\S S\\ltl \\ "Z. l B~tZ'2. t(b'Z \\2.\\ 4S1 (/)~ \\S ~\\(ft .\\8 6\\<P. 0 (/> ~"'j~.c..-8 \\ (/)'2. J N~tl,1?4*S z;.. /."'L. 01.../. \\?..\\ L\\'St'b(P \\S ~\\C( 1'8 5\\!fJ rj) (/J ~":)'5.~'1 ( (ft '2 t 'Z- \\ Alb\\ ()tj *.\\8 t5 HIJ tea ?\\4' c/J* tj 2'(/J')~'?A. \\ \\\\ ~ 7- ~ J.i.<.... ~ Sl'P ~~ t:S\\C/.> \\13 '5 ~l.i) t/J ¢ ~~"!,).~4 \\(/)+ \\Z.l 4 ~\\ (/)(J) \\S '510 l)3. '51/,b d> t,!J ~01. 4'2. \\ (/Jl t "-' t.M-~J.s<r
&!£()I..;
....... C(J r/J" i*e-1 4-i:\\i*~a; \\1:3*--s\\w **-rt '51/JJ Z¢1, (J)Z-l t'Z 11-\\ l\\'C\\ q)(J \\B t5 t ~ tg *i,5/(tl Cj) cP 2 (t!J4, 1 ss I I 2- ~t\\ 4 Bl.3ctJ \\8 12) J(/) ta '51(L ¢ r/5 iGt1Co,4Z II '2. 1'2. ~ 4C)) <iiP lB 'f) II) ~e '51(/.l cl> ¢ R.tbtol t 8 l I 7..

1'2' t\\ ")! 3

Gnd Etev, Ft: 1lif.l3.
Casing Height above ground, Ft:.J...iti3 TEST ID: M.?- 'GIP'2. ~ 0 Test length:

Elev. Top of Casing, Ft. (Gnd Elev +Casing Helght):llJ~"' Datum

t,S Test Seotlonbepth(fromDatum)

From 18$.~'0 To

\\~(j),"~ (A) Depth to Water Table From Datum, Ft: '3 8>1 <.a:O (B) Sunace Gage Height Above Datum, Ft. _L_0 Test Water Terrlp: 1'-" "'F Baro Pressure, psi: ) 4.l\\5 Depth to Center ofT est Interval From Datum, Ft: \\ B <~, t'J5 (C) Distance Water Table to Center ofT est Interval Ft. \\4 S,'OC.::, Statio water pressure at center=< (C;.62.4/144) + Elaro "' +. $l MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*0.57) (Po= l '£:S. I Test Pressure sequenoo :" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po "' 4 'Z..

2/3 Po=~; 1/2 Po" lo ":>

Add Appropriate Po value to statio pressure at center of testlnterval ~~ TEST NO. M!?_-?.J/!l se*quenca No. c._ Planned Center Pressure: 'Z,{/J l~ Transducer Readings Before Packers Inflated: Top 'P¢>. ~ ; Middle Transd1;cer Readings After Packers Inflated:* Top 'Z.¢>, r.5 ~ ;

Middle M P-20'2..

'7!. *~ s .. E'G ll El-.1 C G (c FLOW METER READING, 'Gallons

r

t. 9'?1 :. Bottom:

8\\, 40 ':f '? 1 & ~ Bottom: 8 (/)' I G:, ' ) o~rD Middle

Time, FLOW, gpm Transducer Surface Gage Pressure, psi Minutes Reading, psi lnWal Final Difference lt.:$(/)/31'#

\\'O'=S\\W \\8 'Oit/J (/) C/:J zt.P5, 8S liZ 1'2.' r:5 \\\\ (JJ(0 vrv:-;;, ~ tS r:f:l\\lb ct.> (/) 2~t..,'54- /17_ I 2.! 15\\: *~(p 18 'Olcb 18 '5tl.b r:/) c/) 2~G. """:/(/}

J *z tzJ '52\\ffXP IB.?l<t' (8 'Sil!J dJ dJ

'Z.~f!o,{pf 11 "Z I 2.; '5 '2 ~?>II \\8 5tU tB COU/J (/) (/} 2(/J.(o,/.'5 I I 'Z, I 2 I CS ~ \\I)CI. *t B 51lP 18 "51(/J d> a' ziJ)tJ, 2t.. II z.... REMARKS eAJo IZ l 53~~~ f3*~><_:-7llM /leA iU.S ~, 8C/J (jl'?- IZ154~zc;. "Prom Preliminary Borfng 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.3-79 of 515 7;.""' lleJ!l,(.)~ c~/s-z ~.... ********.. *... Form Rev 0- Reviewed by ~ c.z..(/1( I). I t t I J I ;. i I ! I. I . i i I I I I J DOUBLE PACKER BOREHOLE PERMEABILITY TEST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME;.Qllo.Qb River SMR PtoleQI JOB NO. 6468-13*1072 DATE;:{-*/{~ ~ /:} Boring NoMP* &g?z Borehole Dtameter,ln.:*3.8 Total Boring Depth, Ft. A69\\ Gnd Elev~ft: 81/. '::/- *

ClOsing Height above g*round, Ft: /f f?>j Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): ~I z:93 ::Datum TEST !D; M?* '2.tp"2... :Z. S Testlength:
t.S Test Section Depth (from Datum)

From \\ 8 ~, t:~ To \\ <? q:;,'::\\;~

(A) Depth to. Water Table From Datum, Ft: '3 8 v (o7,> (B) Surface Gage Height Above Datum, Ft. l, G 3 Test Water Tem.p: il...:> "'p Baro Pressure, pal: \\ 4.1\\.S Depth to Center of Test Interval From Datum, Ft: \\ S G, <JIJ (C) Distance Water Table to Center of Teat Interval Ft. ~)il. Statio water prsssure at center== (C*62.4/144) + Baro"' ):9 . MAXIMUM TEST PRESSURE, Po., ([A+B*1] + c*0.57) [Po"' 1'2-S J Test Pressure sequence:- 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A B 0 D. E Po Values: 1/3 Po=

41... ; 2/3 Po"' _82_; 1/2 Po=*

C..,~ Add Appropriate Po value to static pressure at center of testfnterval TEST NO. M?-2.(/JZ 'i!.~quence No. 1:). Planned Center Pressure: 14 *i_ Transducer Readings Before Packers Inflated: Top 'P¢

M

Middle J1, 6'? :. Botlom; 8 \\, 4 0 Transducer Readings After Packers Inflated: Top

~{':'), '$~ ; Middle 'T"'D1ts>'7: Bottom: <BlP,~L. M_e_.... 2 (/) z_ ~~ 5~0lleJ...l.GE FLOW METER READING, Gallons Middle 'Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi lniUal Final Difference \\ 'Z.. ~'"';) ~L() l ~ <=";) HJ)

r... uJtD, :7z

\\\\ L. 'B iff 61 1 J..J 'PC$CJLIM St.r. f:~uv.:> \\'Z..~".S(p\\ 1/N \\ 8C::. \\.(j) U3 csw (/> (f> 'i~A,I) lo I \\ &. ..:.em \\ "Z-', *~t~ ~ )cP \\ -B?\\{Q \\8 ~l(/) qj (/:> 1'7.¥5. (#7-8¢ 1:)(i'CIZCf4$C:, FLO(.) .\\ 7-\\ -s~*, (J<fl \\~~({[) \\ s ? ~IJ ¢ !E_ I ':'.JA.<..s.s "70\\~ ""'-~ c::,-,*, ~w \\ 8"J\\(0 t B s \\UI C/J cp: \\ L.,~ti>\\ ~-s *o lif <. et;-ASi! CL.oW B. ~R ~\\l/1 !I> c:p \\~'::;),q_ \\. 2..'. CO~', wv. \\ \\3'?Vtl

~!(/)

\\'2.,..', '5'5\\~11 \\<D~I~ 18%\\~ (/) ¢ \\ (..)<<6,(l)\\

~* (,/}

btrC.~A'SI(

~Low ~'Z.\\':>';)

~W({)+((HP

\\ B~~cp 18 Cf, \\(/) rl> (/> .\\<=;)~~5 (o"S Pt!iCJt.I.£ASif p::'L bt.....J \\7_\\<Q?\\lef \\ B"5\\l~ 18 '5lft} Cb ¢ 158 9&. c.o¢. r~ '.. tfJ f/J~ 1/Jll tS'5Wl It\\ $1$ (Lj ¢ I '541'::'/Cb -c~ {/) t,' i/Jrp: -;J LB_CJll/) 18 'Sit{) (b C/J t to'\\-,G. \\ ~ (!J

t:nH:-I!Gt:!. :Jtr ~" '- o GJ

\\~\\* tfll 1 (/)cj \\8 SUIJ . I 8 15 ~l;tl d-i c:/J t49;3'L 54 .. CI> c'P \\~. (.di i *~w \\ g.tS.lltl \\8 St<.p \\A'?:z.~ 54 1::1 a-.::;e.;,.)'fl y t/ ;.z l.. aw ' ~ \\ IJ) 'Z \\ iplP .t ~so \\(,b ~8 ~tt.O d> t/J \\ l\\<;).<&_4 50 n (/)7.. \\ *:, (/J t_73 '5\\,l{) IS SliP cb ¢ \\4"'::1,~) 'f>(fl "b~U?.~tl.11t" PC..'?,W ~f.)C;)\\rp (/) _!3U_ a>_~ 1 1/)i.P ~8CSif/) cp \\4\\..~t..._ 4-5 ~7>\\M3\\ 'W ~8'51$ 18 ~ia> (/) !!? \\1\\ ~4flfi(/J l/3"6\\!/). 1B ro \\ w cp ¢

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.3-80 of 515 l4LH.,

4"'> ~LtL\\t.. 45 Form Rev 0- Reviewed by ~ 1~(17(1 J '. l I'. I ' 1 1 I t I 1 i DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PRQ,JECT NAME: Clinch RfverSMR Project JOB NO. 6468-13-1072 DATE;:{ -1 [~ ~ /3. Boring NoMP*&¢.<. Borehole Diameter, ln.:*3,8 Total Borlng Depth, Ft.~~ Gnd Elev, Ft: /31/, ':/-

Casing Height above ground, Ft: /. z,:3 TI;ST ID: /V\\P~ ?.,1/YI... q_ 3 Test length:

Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 81 Z *,93 "'Datum 7Z.S Test ~ectlon Depth (from Datum): From q:~~-.~5 To \\ ~(/h~~ (A) Depth to Water Table Fro~ Datum, Ft: 3Bi loD (B) Surface Gage Height Above D~tum, Ft.~ Test WaterTem'p: i&."'F Baro Pressure, psi: l :4.45 Depth t; ~nter ofT est Interval From Datum, Ft: \\ B ~. :>6 (C) Distance Water Table to Center ofTesllnterval Ft. \\A 'el.~~ Statio water pressure at center= (C*e2.4/144) + Baro" '-:f..9 MAXIMUM TEST PRESSURE, Po= ([A+B*1] ~* C*0,57) [Po::: \\ ?P~ ] Test Pressure sequence:;: 1/3 Po, Z/3 Po, Po, 112 Po, Po Sequence ID: A B C D E Po Values; 1/3 Po "'~; 2/3 Po= _8.2_ ; 112 Po"' <.,;;. ~ Add Appropriate Po va1ue to static pressure at center of test Interval ~ TEST NO. ly\\?~?..(j)'Z,.'l.Sequence No. '"D Planned Center Pressure: lA '2.. Transducer Readings.Before Packers Inflated: Top 'P¢

ft\\. i Middle Transducer Readings After Packers Inflated: Top 2¢, '5"3 : Middle
r

:t. ~.:;) : Bolforn:

8 L 49 '":.'/ -,, (s, ~ Bottom: 'i:YA {C. M?.. 2{/)?.. ~ -~ St:GLie'f-.1(,5_.'"\\.j_ _Leo"""..,,~ FLOW METER READING, Gallons Middle "Time, FlOW, gpm Transducer Surface Gage Minutes Reading, psl Pressure, psi lnlUal Final Difference \\'3 1 c1l4~1>ll' \\% S\\</1 ' 'ca t6\\W (b (/) 14-aJ. '?'S 4'S ~~\\CbS\\/.Dq? \\R r:5\\fD -~B StW (/J 0 I 4(/J, 9<# AS I*~: 'i.P?\\ "31J \\.B 'S'Hil VB '5\\cti .C!J ¢ l 4(/J~ll

4-S 1 o 1. (J)L:l tPlP

/\\,/10 7?GAD)J... )~L.

t'3: ¢(..~ 1'/.U 13ov'7'<1M..

7/<?.I.I,<.J$ J '3: ¢& "S41. 7/::Jp 7ie.4.<J ') .... ~. r---

From Preliminary Boring Layout Survey REMARKS E'Pr::>

8 (/);CD? 2/P *""I Fonn Approved for Use on Clinch River SMR Project* J. A Tlce, Technical Lead Form Rev o" Reviewed by -'g='\\2-=---'-~~(7/(}

Clinch River Data* Report Rev. 4 CRP-1112.16 Page E.3-81 of 515

DOUBLE! PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Q.Unch River SMR Protect JOB NO. 6468"13-1072 Boring No.MP" /Y/?(2. Borehole Diameter, ln.:-21,8 Total Borlng Depth, Ft. 46S'\\ Page 1 of2 DATE:::{ -1 fS *~ 1:3 GndElev,ft: 81/, "':'/ * . Casing Helght'abo've ground, Ft:, I *.:03 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 81 z*,~'3 "' Datum T!;ST ID:.M'P* ?..IP'Z-Z. 3 Testlength; __i.S Test Section Depth (from Datum): From \\ 8~.f!;j To \\5) $ '~~ (A) Depth to Water Tabfe From Datum, Ft: 3 B J (pi> (tl) Surface Gage Height Above Datum, Ft. \\.lo 3 Test Water Tem.p: 1ls:o "'F Baro Pressure, pel: I 4.45 Depth to Center of Test Interval From Datum, Ft: \\ e G, :>~ (C) Distance Water Table to Center ofTest interval F\\. ~'0 Statio water pr!')asure at center= (0~62.4/144) + Baro = 1:9 MAXIMUM TEST PRESSURE, Po"' ([A+B*1) + c*o.57) [Po= \\ '2.,0::,. J Test Pressure sequence 7' 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence JD: A B C D E Po Values: 1/3 Po = 4 'l... ; 2/3 Po"'~ ; 1/2 Po= (..;.'~ Add Appropriate Po value to static pressure at center of test Interval TEST NO. M,? ~?..(/)2 'l.~que~ce No. E Planned Center Pressure: 2 04 Transducer Readings Before Packers Inflated: Top Z,(/J, FA. : Middle

>F

:t. roc:; :. Bottom:

Transducer Readings Aiter Packers Inflated: Top 2 (/), '5 '3 ; Middle

3 ~.. to'9 : Bottom:

M? 20 ~ "2.. 5 ... E:"<i'> Ll [£/J. C Ei E FLOW METER READING, Gallons Middle 'Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi

Pressure, psl Initial Final Difference

\\'~ \\ <P'?\\ l})tP 18'51(/) !4-(,1),/L. 4"-S Ba!tti;U

huc.,!!.t;ol!>'$ e.

t::',c..t:Jt~ li \\'~ ', ('))9',3(11 18i{lw Sll'b (/) (/J /48,23 .5~ I )Jt..I<!~S(r T-"'.:.o"'-1 n*, \\ \\.ll', (JI}J IBSW) \\B '5/I'P (f) rtJ /?(,"S3 Co'S I lo.J C:./t~A:; (}'! h.qw \\ ~\\ Ul) \\ 1,{/) I S"i>lrtl \\<0 5/tp (0 dJ I 158."51-70 I J..:.(.f!-tS!A:S&r. H<>v 1~'. l\\\\W!P \\ 6"5~ (/) IS '5tf/J

al*

(/5 {(D~.<:;)l 81 \\'"',\\ l \\ \\ 1,

'. ~1.\\Wr.P ~B 5Leb \\6 CS~(I.) d (/J IBc-6,¢5 01 I AJ(/t&~*IS {,;'- f:Lo(_..,} \\")'. \\'Z\\'3~ \\lc3 "5 \\ tP 15 ~ tct? aJ (,2') \\ S):t LoW t (J>tl-n... \\)\\(/.ICP \\ 'BS\\-tO It? ~l(tl G6 ¢ \\ ~8 ~B !((}4-I,vc../'l.(j-As /:!.
'i,.uu

\\"~' V~t '3~ \\~S\$.jl IB '51l/i <21* czJ I9'J,'H. 1~8 t7>~\\l.\\\\t'P41 1'0~\\.(p IS SUI) (/J ¢ ZG1( I 71 I \\0B .\$ 1. \\A.\\. *w* . \\ t\\S\\

l \\S\\fP£il fBt':Jiid
re qj

............. ~..... ' '5/t/J ('.0 . ZIJJ2,C,SZ Jl(.b \\~ ~ \\S\\.)ll 1871\\tP lf3"5t!(J rL> qJ Z¢4.4() l I c/J \\~ ~ ll.,. ~ (;J/.(J \\ SS\\tP ll3 '.)(ctl q2!* ¢ 2¢'3 G>Z.. till \\~~ IL..r~1U lBSUi> IB '5 I{/) OJ q{; 2.¢3 /.o"l uw ¢ ~ l '?:. ~ I":\\-'< wu I ~"'.:JH/J 18 "511/J 2@"3,99 tltJJ \\~).. l ~\\'~tP \\ 8C:,\\<P. ll:) '0\\(/J ¢ ¢ 2(#3"31 l PP

Jrf\\JO

From Preliminary Boring Layout Survey F3U'f!>ll¢ "8v77t:>""- 77eA.u..l 8@,/J I 3! 1$} 4r.& 7'oP 7';etl.vS .::t Z. @, S'Z Fonn Approved for' Use an Clinch River SMR Project - J. A. Tloe, Technlcall.ead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-82 of 515 Form Rev 0- Reviewed by 5 fl.. 1'2/ IJ/1 ~

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 BORlNG: ~1\\ 'P" g_.(b K.

DATE: *:r- \\ 8*~ ~3 DATA COLLECTED BY: /c!>t-A.. f'.A c.. G,~..~,. /:r; M 6ot.::> ~Ar.t.o ~ I~ SHU -'JN~: psi I f'l-117 }IJ 8.)1... TIME, ----- SURFACE GAGE minute PRESSURE psi /Yn r // ~ ..S<-¢'-t') 7 13 -fh,s she(/+ <tr"~ i/ 1-v * (/! ~ DY~e 3 f~b+/--s.. ST'- /t, ftY

/'l-CENTER TRANSDUCER PRESSURE, psi

~ EQUIPMENTUSED ((o/lz./13) (CA/Z~/i3}"* (t,/zat/t:Y) Transducers: Mini Ttol Serial Numbers: 3'3? 89~/ R ~A 844 ~ I 4 Z 14Z/ RR.¢*3 Co **1 j '31 "5 ";) '8 \\ /'R ~4~ 3~; /' /I' I /t'"" ' +~~.\\-~~~~&~. <- "'~ ~

:t - \\ 8- \\3

~G. ..>..) (<.,/tl/1"'$) Surface Pressure Gage: M V 4~ I'>A \\tJ- '5 ) /v\\ W- '3 13t:..c.~e 1-'?t-c:Ht..J (Cn/IC../1'3)

Baromebic Probe: \\ ~\\ '7:1 \\ r.s: / R ~2,~<, ";).

(t:o lz.sJ 13) FlowMeter: 88~4'":\\-88 (t;./tdl/1'3) Stop Watch: L ~8G../'ib1* 80J Date of Calibration: /1-1 PAI<tEM 7'"1.ftf:JI 5

Calibrntion due:

Pas *r I~S'?'.II-!Crr M P-r.., C/J K._. £,.3 (B) M P ~ cJ/Yz.. '2'::-3 (B) M P - ZJ.tJ 'Z.. ~ "?, ('r) M P-z (t>'Z.

Z£'~

(T) MP-2..02... Z:~ (M) Ml?- 2.-<ZJ'Z. ~~ ( l\\f\\.) j\\1\\, I?.... z tti'Z.-. t~

(LJ M?- ZyrL..

-:c.'). (l') T'i-it:TcR M.O fv\\ G'"T"f?R L I 2 f1 ('5/1 /t>J VIER. V L I 1 7 L C'. !-<./ 4, 7"" 6""/.i' t.l:!; tl l::> ,£-1Lr5!s ~ 2 (I) I '3 ~ ~ '1- *- 18 I "~ I 'i!A I (/YZ. 11.../SL '?... 0 rs- (/)7-.- /8. l '~,"Z.L\\ I (tlZ E){CI.fL 'Z)¢ I":? *~ ((J '?* 18 l "5 \\ 2(,tl ~ '3£\\ lU'S L. Z tfJ I '"$ - (//~ 18 l *~I 2.0, '!>A GXCISL. Z0/3 - (/)"] - 18 ,l *~ \\ 2 z ' (tJ r.J I.<JSL

z c/J r 3 - (() :~ - 18 I*~ I zz' (/)(/!

EXC?C... 2:01"3 - (f) 7{-. /© ~ 0 /'":b 1 z:s 1 (j}'f. \\1....15{.., Z </}I '3 ~ (/)':/- ~ If:> j 3 I Z-'3 I ttJ:; ./:!:f'XCIFL Form Approved.for Use on Clinch River SMR Project-J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Form Rev 0- Reviewed by SIJZ- (..z..{ lJ/1) Page E.'3-83 of 515 PACKER TEST FLOW RATE GRAPHS Boring MP-401 Packer Test Intervals: (below ground surface) (below top of casing) MP-401 Zone 1: 10.0 feet to 17.5 feet Not Tested MP-401 Zone 2: 28.0 feet to 35.5 feet: 29.75 feet to 37.25 feet MP-401 Zone 3: 77.0 feet to 84.5 feet: 78.75 feet to 86.25 feet MP-401 Zone 4: 237.0 feet to 244.5 feet: 238.75 feet to 246.25 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.3-84 of 515 a me f ! \\ I f t I I I I I I I FIF No. 25847*601~l<OI~CY00*00015 BECHTEL POWER CORPO.RATION Project No. 25847 Clinch River CPA Project-Site Subsurface Investigation FIELD INSTRUCTION FORM Specification *section: ' 5.3.7.2 Packer Testing in MP 401 Freid Instruction: The following are the four (4) depth :zones in which packer testin.Q will be

conducted in borehole MP 401:

2

\\o....,..~ rz..

L 'IS' v Gn..

1 ~ 1'5EL<.) W i'OI"' PACK IS~. 15o,_,U'- Zo'ne1: 10.0to17.5feetbelowlandsurface. (Tolerance+/-O.Sfeeg 1 n

r<:!ittiV\\r.u,~~~~~**

/'7 Zone 2

28.0 to 35.5 feet below land surface. (Tolerance +1- 0.5 feet)

.., o vo Zone 3: 77.0 to 84.5. feet below land surface. (Tolerance+/- 0.5 feet)

Zone4: 237.0to244.S.feetbelowlandsurface. (Tolerance+/*0.5feeti1 CoM-Pt..~rllii'o 1-1<;>- 1'3 LJ

<('~,' The desired pressure range13 that wit! be tested in each of the four zones are based on the calculation ofthe test pressures as provided in AMEC Project Procedure CRP*3-Packer Pressure Testing in Boreholes, Attachment 6 (Bechtel Power lnfoWorks 25847~601N14*CY00-0001 8~006) or late~t revision at time of te$tlng. 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 depths of the above zones were selected based on fracture zones Identified from DRAFT geologic core logs, ROO an~lysis and from the acoustic televiewer.logs. The bottom depth for packer testing Is limited to approximately 250 feet due to the packer test assembly and maximun1 transducer cable length of approximately 285 feet. The justification of the pressure rang*es that will be tested wUI be based on AMEC Project Procedure CRP*3 -Packer Pressure Testing in Boreholes, Attachment.B (Bechtel Power lnfoWorks 25847-601N14*CY00-00018-006) or latest revision at time of testing.

Prepared By: ©2013 BeeMer Power Corporation. Contains contractor Conf'ldentlal lnformaffon. Clin*ch River Data Report Rev. 4 CRP-1112.16 Page E.3-85 of 515 PAGE 1 OF 1 I i I I i I* I I I Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072, JB-Surtace Gage Herght (tt) I Max Test Pressure (Po) (psr) 1/3 Po (psi) 2/3 Po (psi) 1112 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 I length ot stickup above I Ov {tt) 21.35 24 26 9 17 13 venter 1 est Pressures (psi) 33 41 50 37 50 13.29 21.12 23.96 1.13 18.28 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-86 of 515 lntlatron. Pressure (psi) 83 91 100 87 100 Test Date Prepared By Ch~cked By Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-10'12 Boring: MP-401 Zone: 2 28.0 feet to 35.5 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) 10:31:30 0.0 24.85 10:40:00 0.0 10:32:00 0.5 24.83 2 10:40:30 0.5 10:32:30 1.0 36.10 0 10:41:00 1.0 10:33:00 1.5 36.81 0 10:41:30 1.5 10:33:30 2.0 36.91 0 10:42:00 2.0 10:34:00 2.5 37.01 0 10:42:30 2.5 10:34:30 3.0 37.24 0 10:43:00 3.0 10:35:00 3.5 36.93 0 10:43:30 3.5 10:35:30 4.0 36.92 0 10:44:00 4.0 10:36:00 4.5 36.93 0 10:44:30 4.5 10:36:30 5.0 36.89 0 10:45:00 5.0 10:37:00 5.5 37.00 0 -~ - ~-.. - ~---*- SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 10:57:30 0.0 51.25 11:06:30 10:58:00 0.5 48.30 0 11:07:00 10:58:30 1.0 46.75 0 11:07:30 10:59:00 1.5 46.65 0 11:08:00 10:59:30 2.0 42.03 0 11:08:30 11 :00:00 2.5 42.07 0 11:09:00 11 :00:30 3.0 42.04 0 11:09:30 11:01:00 3.5 39.82 0 11:10:00 11:01 :30 4.0 39.69 0 11:10:30 11:02:00 4.5 39.68 0 11:11:00 11:02:30 5.0 39.72 0 11:11:30 11:03:00 5.5 39.59 0 11:12:00 11:03:30 6.0 39.54 0 11:12:30 11:04:00 6.5 no reading 11:13:00 11 :13:30 11:14:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-87 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 Flow Rate Pressure (psi) (gpm) 37.42 38.67 0 38.56 0 38.92 0 41.29-0 41.27 0 41.34 0 41.39 0 41.25 0 41.56 0 no reading - -~ -- ------ -~ -~- Flow Rate Pressure (psi) (gpm) 39.47 44.51 0 44.39 0 44.52 0 46.56 0 46.51 0 47.64 0 48.32 0 48.20 0 48.63 0 49.24 0 49.21 0 49.19 0 49.23 0 49.12 0 no reading Prepared by: t'l>T Checked by: r;c 1. Sequence C (Pol Elapsed Time Time (minutes) 10:48:00 0.0 10:48:30 0.5 10:49:00 1.0 10:49:30 1.5 10:50:00 2.0 10:50:30 2.5 10:51:00 3.0 10:51:30 3.5 10:52:00 4.0 10:52:30 4.5 10:53:00 5.0 10:53:30 5.5 --10:54:00 - ---- --- 6.0 10:54:30 6.5 Date: Date: tJ. -tfl 4*--9-- It-Flow Rate Pressure (psi) (gpm) 41.38 47.84 2 45.72 0 46.05 0 48.60 0 48.80 0 48.89 0 49.03 0 51.29 0 51.33 0 51.32 0 51.50 0 - ~ ~~ -- 51A7 -~ -- - 0 51.38 0 MP-401 Zone 2 z.s . 2 *r-* -----~--------------- 0.5 0 -~----------+--------r--------..---------.--------lr-------- 0.0 1.0 2.0 _.,._1/3 Po 3.0 glapsecl Time (minutes) MP-401 Zone 2 4,0 5.0 6.0 Notes} 'fest pressure approxltnately 1/3 of the maximum test pressure {Po), Flow rata typically maasured over a 30 second Interval, 1

--*-----********---**----**--*-------***-*-*""'"'"'"""'-***-*-~-*--*****-***-***---*-*----*-*-.. *-* -******---........,.. _...................

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0.7 *:-*-*-*--*---.. *-**--*-*** .. --*-*~-......... -~........ -...................... -................................................. -0.6 E ]i 0.3. *............................ 0.1 * **------.................................. _...................................... -............. _......... ____, __,_, __,, __,_,,.,.............,.. ___,_, __________,_,,..,_.., _____,,..... -.... -...................... 0...................................................,_._. ___,... ____....--........ -----<t---------------..................................,........................................................, ~0 1.0 ~0 ~0 ............ 2/3 Po Prepared by /Date: __ ~~-:.r)(.;:;.,/,;-h t'J:"J.. ~:r-!1 /t-(.f-.;.J,~-'-/t-'-0 Checked by/Date: ---rr-:.'-"'\\'5i':J_.Z..!..'=~i-'1,_*4--:.......__ f) Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-88 of 515
Elapsed Time (minutes) 4.0 5.0 Notes1 Test pressure opproxlmatoly 2/3 of the mnxlmum test pre:ssuro (Po),
Flow rate typically measured over-a 30 :second lntorvcd. 6.0
MP-401 Zone 2 0.5 0 +**"""""""'""""'""'"'""'"""""'"""""~""""'""'-"""~~*W*M"'"-"'"'"'f"""'"'""""'"'""""W'--'"""'-"~""'""'~"'""""*'"""'""""""""~)'""'""'"-""""'*'"""""'"""""'""~"""""'""'""'"""'*"'"~"""--"~~oooo""-~"'""'"""""'""'"""'1 o.o olapsed Time (minutes) --Po No*tes: Test pressure approxlmatGiy at th¢ maxhnUhltest pressure (Po)*, _;rc;.:~lo.w ra~yp!cally measured over a 30 second Interval. MP-401 Zone 2 0.9 0.8 0,6 +*-................................................................................................................................................................................................................................................................................................................................................................................................................................... 0.3 + 0.2 +*---'""'""'"'"""'"'"""'""""""'"'""'"'""'""""'-'"'""""""'"'-'"'"'"""'""'"'""""""'-""'-""'""'""""'"'"'""'"""'"""'""'"""'"'-""""'""'-'"'""""""'"'""'"-"'"'""'""'"""'""""'"'"'""'"""""-""""' __.. ________ _, _________ _ 0 +......................... ____.,.. ~f------*----~--*-***------**~----**------~*-----.. ~---*--~-----~~------~**"*"**'"""""""'"""""""'"'"'""""'l 0.0 1,0 2.0 --1/2.Po Prepared by/Date: (L~h 1/llff~ Checked by/Date: j *..t Z M 4....- Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-89 of 515 3.0 4.0 Elapsed Time (minutes) 5.0
6.0 Notes
Test pressure npproxlmately t/2 of the maximum test pressure (Po), rate typically measured over a 30 second Jntervnl.
DOUBLE PACKER BOREHOLE PERMEABILITY TEST OAT A SHEET, AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Cllngh River SMR Pro!ect JOB.NO. 6468*'13-1 07'2 DI'{TE: 1* 21/* I;) Boring No MP-401 Borehole Oiameter, ln.:-8, 8 Total Boring Depth, Ft. 4ZI :e.'K.. Testlength:- r*5 TestSectlonDepth(fromDatum): From~~.~ To~ -"\\.~<;'). (A) Depth to Water Table From Datum, Ft:~, lS (B) Surface Gage Height Above*.Datum, Ft..L:.5!1> T~st Water Temp: 81 "r=* Baro Pressure, psi: t 4., ?>l-WwLL W>11"'1'r?MP <... \\ 0 [::' ( \\ L:.. 2..'2 °CJ Depth to Center of Test lnteival From Datum, Ft: 3 '0. '5<.Zl (C) Distance Water Table jo Center of Teat Interval Ft. ~'5 Static water pre's sure at center= (0~62.4/144) + Baro = ~ 4 . MAXIMUM TEST PRESSURE, Po"' ([A+B"'1] + C*O,o7) !P.o = fO(a 1 Test Pressure sequence 7= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D
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J 3 Add A~propMa!e P9 value to static pressure at canter of test Interval TEST NO.MP-4GM c 'iseiquenca No, A
Planned Center Pressure: .3::0 Transducer R,eadlngs Before Packers Inflated: Top I '"1-.':?Co. ; Middle ~~. ~~ :' Bottom: Z, <P, 81 Transducier Readings After Packers Inflated: Top \\ B, ~'P; Middle liU5,(b8 : Bottom: . ~*j,CS'l> ~MP*A.rl> I i!':~ . Se<4JLI£1-J C..E A '11m~. FLOWMETER READING, Gallons. ~die FLOW, gpfn Transducer Surface Gage REMARKS
Minutes Rea'dlng, psi Pressure, psi Initial Final Difference
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OOUBLii PACKER BOREHOLE PERMEABILITY TEST DATA SHEET. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Cllncb River SMR Protect JOB.NO. 6466-13*1 072 Page1of2 DATE: ;t-2¢~ I~ Boring N~ M P-M~ l Borehole 0\\ameter, ln.:-3, 8 Total Boring Depth, Ft. 4Zcb
. Gnd Elev,ft: 8}(}3,7**
Casing Height above ground, Ft:.L.]-5 Elev. Top of Casing, Ft. (Grid Elev *I* Casing Height): sz~ \\ trS= Datum ~ TEST ID:M~~41L>I 'i!. '?-.. Test length: 'f. '5 TestSeclion Depth (from D~tum): From 'Z-~.3'3 To :r"t, ~':). (A) Depth to Water Table From Datum, Ft: \\ '&,*\\5 T~stWa~erTem.p: 81"',::* Baro Pressure, J?SI:* {4, ~~ \\IJ.rl..l.. w.,.,..,..e',..,~-zy,-; ( \\ lt>. 2.'l "'c) (B) Surface Gage Height Above* Da\\um, Ft.~ Depth to Center of Test Interval From Datum, Ft: 3 0* 50 (C) Distance Water Table to Center of Test Interval Ft. ~'5 Static water pressure at center"' (0*62.4/1 114) + Baro = 'f?J 4 I MAXIMUM TEST PRES8U!3E, Po:"' ([A+B*1] + C"0.57) [Po"' Q G, I Te.st Pressure sequence ;o 1/3 Po, 213 Po, Po, 112 Po, Po Sequence ID: A B C D E. Po Values: 1/3 Flo,;, ~ 2/3 Po=~; 1/2 Po=- l 3 Add Appropriate P9 value to statio p~essure at center of test Interval TEST NO.MP-4(1)1 Z. 'isequance No. B Planned Center Pressure: 4 I TransaucerReadlngsBefarePackerslnflated: Top l'":\\-,1>(o *Middle. z~.. ~<:) ;* ~ottom: ~(6,81_ Transducer Readings After Packers Inflated: Top \\ £>,:& "Z ; Middle . ~S. cP£ : Bottom: 13 "3,'5 *z. MP*4!JJ I ~ Se<OLIE;...JC..r;; f-3 FLOW METER READING, *Gallons Middle 'Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference lt.b' A.f/>: tb 1/) l'&"q,t...>4 '3'1*.4 "l. 7> '81i<"'ist I ;...J t:'L. d.~ /PI!a~A;$-,:.. lei>'. 4-¢~ 1>ft> \\ 'D'"'l,. 4 IS ':t'*lrA (/:> ¢ \\1/1\\ 4\\ I (/;/) ~~":\$Dt\\ vg 'HA (/J. !/> ld>! 4\\\\ ~(p \\ "iY'::\\t..l\\. . t~ ~(,(\\.. <:0 rp ttl>' .L\\:'2\\~IJ t'B ':'\\*<.,. t\\-*. ~~ '1~~ (,b ci lrP '. A-z *, '3<h \\'0':\\,:(e.t.\\ I ¢ \\ <() \\ 4~ \\ rpr; \\'7.)~1..>4' ~~ ~t&A ¢ ¢.
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET, AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJ.ECT NAME: Clinch River SMR Protect JOB !'(0. §468-i~-1072 Boring N~MP~401 Borehole Oiameter, ln.:*3,8 Total13orlng Depth, Ft. 4Z,<f> DATE: 'j-cJP~ I?> GndEiev,Ft: 8J;,S,7** Casing Height above ground, Ft:..l..:t-5 Elev. Top of Casing, Ft. (Gnd Elev + Casing Height); sz~ \\ ~ Datum TEST ID :~*41bl '2:. ~ Test length; ~llp. 5..___TestSectlon Depth (from Datum): From 2..~.""::\\S To :'ir"t. ~<o. (A) Depth to Water Tab!~ From Datum, Ft: 1 '& 1 \\ 5 (B) Surface Gage Height Above Da!um, Ft.~ T~stwaierTemp: 81., p* BaroPressure, gs1:)4.t~"t I.V<tol. w.... Til'"'"' <J> \\,,.; (' l.l., 2.:'2. "'c'). Depth to Center of Test Interval From Datum, Ft: 3 0 * ~ (C) Distance Water Table to Center of Test Interval Ft. ~'5 Static water pressure at center= (C*62.4/144} + Baro "' Rt 4 MAXIMUM TEST PRESSU~E, Po:=< ([A+B*1].+ c*o.67) [Po= p <'a J Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence 10: A B C D E. Po Values: 1/3 Po,;,~: 213 Po== -13:._.; 1/2.Po= *.I 3 Add Approprtale Pt? value to staUc pressure at center of test Interval TEST NO.gP-4¢11 c ~Sequence No, _h__ Planned Center Pressure: . 5* tZ) Transducer R,eadlngs Before Pacl<ers Inflated: T~p 1 "'=t.'}Co.: Middle ~~ .* ~~.:* Bottom: fjCo,81 R/:?.52 Transducer Readings After Packers Inflated: Top I 6, 3'2"" ; Middle ~'S,(J)$ : Bottom: MP*40'll i!.f!. SeQ LIE!.N e.G? c
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I I i I I I I I t \\ I I I I i i r'. DOUBLE: PACKER BOREHOLE PERMEABILITY TEST DATA SHEET, AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllncb River SMR Pro!ect JOB !'10, 6468-13*1072 Boring.N~ !t:, p~401 Borehole Oiamet.er, ln.: *3; 8 Total Boring Depth, Ft. 4Zeb DATE: 1-f:?lP.. 13 GndEiev,ft: B&/5,1** Casing Height above gtound, Ft:...L..J-:5 Etev. Top of Casing, Ft. (Gnd Elev + Casing Height): 8Z~, 4'3= Datum TEST !D: Mf'* 41D I '2'.. ?v Testlenglh:
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(A),Depth to Water Table From Patum, Ft: \\ '& 1 l5 (B) Surface Gage Height Above Datum, Ft.~ T~st Water Temp: 8 f ",-::*. aaro Pressure, P-si:..1.~ Wctu. v.. hvrT~'~'"'"' <.::.\\<>i:' ( ~~:l.:Z"'c) Depth to Center of Test Interval From Datum, Ft: 3 0
S<.b (C) DitJtance Water Table to Center of Test interval Ft. -& \\. *~5 Static water pressure at center" (0*62.4/144) + Baro "' Z 4 MAXIMUM TEST PRESSURE, Po.= ([A+B*1l t c*O.S7) [Po = Z, <0 1 Test Pressure ~equence !" 1/3 Po, 213 Po, Po, 1/2. Po, Po Sequence ID:
. A B C 0 E Po Values: 1/3 Po =._:'2._: 2/3 Po= _13:_: 1/2 Po:o I 3 Add Appropriate P~ value to statio pressure at center of test Interval TEST NO.MP*4¢Jt C isequenoe No. _.. D=* __ Planned Center Pressure: ~ "'\\- Transducer R,eadlngs Before Packers Inflated: Top \\ "1-, '~(o. ; Middle ~~., ~c:) :' ~ottom: ~Co, 81 Transducer Readings After Packers Inflated: Top I 8, '~'0
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I I. DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE;T. AMEC ENVIRONMtNTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR PrQiect JOB !'JO. §468-13-1072 DATE: 1* ¥ 1:) Boring N~ /v\\ P*4¢.l Borehole Oiameter,ln.:*3.8 Total Boring Depth, Fl. 4Z~ Gnd Elev,fl: e&/5.1** Casing Height above ground, Ft:.-L.].£ Elev. Top of Casln*g, Ft. (Gnd Elev +Casing Height}: 82.~,lj:S., Datum TEST ID:Mf*4rt>l :Z. 'K.. Testlength: --l=j!,_.,~5'---Tast Section Depth (from Datum}: From. f?..'~.:;\\t;; To :r"t, ~':) (A) Depth to Water Table From Datum, Ft: l Z 1 l5 (B) Surface Gage Height Above Da\\um, Ft.~ T~stwaiarTem.p: 81 "1;:* BaroPressure,P.sl: l4t'3i-I<J,w.. WAT7l;o"" '~ <.:.\\ 0 1::' C\\t:...,2."2."'C..) Depth to Center of Test Interval From Dattlm, Ft: 3 0
S<Z'l (C) Distance Water Table to Center ofTest Interval Ft. ~
\\*. *-:os Static water pressure at center"' (0*62.4/1114) + Baro = GJ 4 MAAIMUM TEST PR~SSU~E, Po,,; ([AtB*1] + 0"0.67) (Po"' p <0 1 Test Pressure sequence:" 1/3 Po, 2i3 Po, Po, 112 Po, Po Sequence ID: A B C D E: Po Values: 1/:i Po,;,~~ 2/3 Po=: _L3:_; 1/2 Po"" I 3 Add Appropriate P~ '(alue to static pressure at canter oftest Interval TEST NO.MP-4W! c isequence No. S: Planned Center Pressure:
5 0' Transducer Readings Before Packers lnOated: Top. I "':l-, ~(a.; Middle
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:>':).:* Bottom:
,e<;,,8l. TransducerReadlngsAfterPackerslnflated! Top 18."32-
Middle~"5Jb8: Bottom:
Z-'3,':>2. MP*4c7l I zrR
!:JE.6;:>ti/E 1-1 CIS!
FLOW METER READING, Gallons Middle 'Time, FlOW,gpm Transducer Surface Gage REMARKS Minutes Reading, pst
Pressure, psi lnillal Final Difference
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From Preliminary Boring Layau~ Survey Form Approved to/Usa on Clinch River SMR Project-J. A Tk.e, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-94 of 515 44,~2-
\\4 4w_\\'5(., \\ (p. 4(p~l \\ (.p. /AJt:.!l~4$ *r:;. r::'(...'0 141 4";1,£..4 \\<;,? A8,:,z. \\'7 ~ 4B.Z1P.. '*l <;} 1J.:J(.N.:C'-A$f:." Ft. ow 46,t.. *~ z(j; 4~,Z~ z.ci 4~>2-\\. Z.(/J ......Z(i............ - -**- 4~,\\" L\\.~,2") Z¢ A.~,\\2._ 'Z.(/) '{;;1-/r.:::. I
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/teAN"- 22.1/f Tor l8/'3G:. I tU~o-~:; Form Rev 0.. Reviewed by S'fl.. n-{r~/t>.,
I I. I ~ I.. DOUBLE PACKER BOREHOLE PERMEABlLITY TE~T DATA.SHEET Page2 ~ !'5 shecf "ff)l r.~ --h
~11 ~e 1.. t-t.()tJ SJL. t-t{( k'
.. ~.S)JRJ<,*. I '7 ~//1 psi ~l. 11.-( (1//J TIME,~ SURFACE GAGE CENTER TRANSDUCER minute PRESSURE, psi PRESSURE psi I ------ /I / \\j ()..... /
//
'--/.~ c:::;-<~ 1\\ lr')~. ':'~*~ l <::'.)- I?-! <f.. EQTIIPMENT USED . Transducers: Mini Trol Serial Numbers: '3 -~ S B ~ (...(, t., I 3 ), 14Zt4Z. ~414
.(t,..-Z¢-13)
? \\"53 Sl. ( C..,-z(//-1 ~) Surface Pressnre Gage: IV.. \\f)~ ?> _ hl\\..y.,l:.. A.) f-A- \\l--1 ~ '5 ( t,., ~ l \\ ~ n) Nn*e..c.G<.G1-"-' Mv.J-, \\ 1 ~t\\.\\t.J~ z. .( G;.- II -/3) Ba1*ometric Probe~ f Z l 31 5. ( G:> -I z~ /3) 12-6-\\)) Dat.e of Calibration: !f..l P~RI:iZ~..JIHG751:S
Calibration clue: 'f?os-c l ES Tl/0 r:;q*
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(l) 2¢/3 -@1 ~ 2~ *1\\ \\Brp G.,XCC$L I I* '1-L*rz.a (? *- l-l'3*) Form Approved for Use on Clinch River SMR Project-J. A Tlce; Technical Lead Form Rev 0 - Reviewed by --=-~<----'-/1.,+( 11 f () Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-95 of 515
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 IMax Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 112 1-'o (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 engtn or stickup above I uc (tt) 72.99 46 53 18 35 27 center 1 est Pressures (psi) 64 81 99 . 73 99 13.29 21.12 72.96 3.45 11.52 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-96 of 515 IntlatiOn Pressure (psi) 114 131 149 123 149 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-401 Zone: Z3 77.0 feet to 84.5 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) 8:20:30 0.0 48.55 8:28:30 0.0 8:21:00 0.5 49.88 0 8:29:00 0.5 8:21:30 1.0 65.18 0 8:29:30 1.0 8:22:00 1.5 65.03 0 8:30:00 1.5 8:22:30 2.0. 65.41 0 8:30:30 2.0 8:23:00 2.5 65.15 0 8:31:00 2.5 8:23:30 3.0 65.18 0 8:31:30 3.0 8:24:00 3.5 65.48 0 8:32:00 3.5 8:24:30 4.0 65.53 0 8:32:30 4.0 8:25:00 4.5 65.28 0 8:33:00 4.5 8:25:30 5.0 65.57 0 8:33:30 5.0 8:34:00 -5.5 Pressure (psi) 65.63 72.42 73.78 74.49 78.68 78.52 78.80 84.03 84.06 84.04 81.14 80.96 ~- - ,.. ~-~- ~ ~--w . 8:34:30 .. 6:0 - -- *---81:11 8:35:00 6.5 8:35:30 7.0 8:36:00 7.5 8:36:30 8.0 8:37:00. 8:5 Sequence D (1/2 Po) Sequence E (Po)
Elapsed Time Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm) Time 8:51:30 0.0 97.91 9:03:00 8:52:00 0.5 87.03 0 9:03:30 8:52:30 1.0 84.19 0 9:04:00 8:53:00 1.5 no reading 9:04:30 8:53:30 2.0 84.27 0 9:05:00 8:54:00 2.5 83.99 0 9:05:30 8:54:30 3.0 78.42 0 9:06:00 8:55:00 3.5 78.42 0 9:06:30 8:55:30 4.0 78.23 0 9:07:00 8:56:00 4.5 74.85 0 9:07:30 8:56:30 5.0 75.08 0 9:08:00 8:57:00 5.5 75.05 0 9:08:30 8:57:30 6.0 74.87 0 9:09:00 8:58:00 6.5 74.86 0 9:09:30 8:58:30 7.0 75.01 0 9:10:00 8:59:00 7.5 74.77 0 9:10:30 8:59:30 8.0 74.60 0 9:11:00 9:00:00 8.5 75.06 0 9:11:30 9:12:00 9:12:30 9:13:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-97 of 515 (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 9.0 9.5 10.0 80.80 80.62 80.77 80.62 80:55 Pressure (psi) 74.39 83.68 84.56 84.98 93.28 91.77 94.02 97.10 97.04 95.42 98.67 99.09 99.15 99.24 99.00 98.61 98.65 98.66 98.64 98.90 98.91 Flow Rate (gpm) 0 0 0 0 2 0 0 0 0 0 0 - *0 2 0 0 0 0 Flow Rate .(gpm) 0 0 0 0 0 0 -2 0 0 0 0 0 0 0 0 0 0 0 0 0 Prepared by: ~t>r Checked by: 9o(.L Sequence C (Po) Elapsed Time Time (minutes) 8:41:30 0.0 8:42:00 0.5 8:42:30 1.0 8:43:00 1.5 8:43:30 2.0 8:44:00 2.5 8:44:30 3.0 8:45:00 3.5 8:45:30 4.0 8:46:00 4.5 8:46:30 5.0 8:47:00 5.5 - 8:47:30. --**- . - " 6;0 8:48:00 6.5 8:48:30 7.0 Date: Date: 4 - 1/-1<1-- tJ...... g --11-- Flow Rate Pressure (psi) (gpm) 80.42 83.33 0 89.44 0 89.15 0 89.11 0 95.26 0 96.41 0 96.68 0 98.97 0 98.64 0 98.64 0 98.34 0 ~ -- 98:71 -*-- ~ - 0 98.54 0 98.54 0 -
M P~401 Zone 3 0.9 0,8 +-----~------~------ 0.7 ---***---*-**-**~-----------------* -----*****--**-------*---- 1 0,6.. --***--**"'"""'-'"'"-*-*-*--**""'"'""""'"""""..:..................... _.,_ *****-*-*--*-*-****-
~ 0.5 +--------,---------------------~---
~ 0.4 --* ~--**-
~---*-

-~-- ----------------*------*-------*-----*
0.3........................................, *.*..*....... _....................,_, __........... -.................................................... _.,,. __,,.,,.,,....................................................................................... _,,._,_,,,.................................... - 0.2 +------------------------~--------------------------- o.o 1.0 2.0 3,0 elapsed Time (minutes) ~l/3Po MP~401 Zone 3 4.0 5,0
6.0 Notes
Tas"f.ptassure approxlmatJay 1/3 of the maKimum test prassuta (Po), flow rate typically measured over a 30 sacond Interval. 2.5...............................,,,,,_,..,,............................................................................................................................................................................................................................................................................,. '..............................,............................. 2 +---------- [t.s +---------~----------+-lr-----------------------------~r-+------------------ ~ i .§
1.,,,............,......... -..... _,,.* _,_.................................. *-*--**--' --*-.. **~ *-.... -..................................... _... _, __., __,,,,_.,,_.. _................. --*....................................................................,.........
u., o.o 1.0 2.0 3.0
--2/3 Po Prepared by/Date:. /CIAL,' /(1/y Checked by/Date:
ti41/k.{
Clinch River Data Report Rh cRP-1112.16 Page E.3-98 of 515 4.0 5.0 Elapsed Time (minutes) 6.0 7.0 8.0
9.0 Notes
Test prassureilpproxlma.tely 2/3 of the maximum test pressure (Po), Flow rate typically measured ovor a ao secolld lnta~a l.
MP*401 Zone 3 '[ 1.5 "'"""'"'"""'""'"""'"""'""'"'"""'""'"'""""'""'""" .!:9 ~ g u: 0.0 2.0 ....,__Po 4.0 Prepared by/Date: __ 7h-r--~.¥-'-, C hecked by /Date: ----;'P-"'-=--f-.<-=<.LL<.- clinch River Data Report Re Page E.3-99 of 515 6.0 El~psed Time (minutes) 8,0 10.0 12.0 Notes: Test pressure approXImately at tha ti1~xlmuli1 test p~as~llra (Po). Flow rata typically m~<~asur_od ovor a 30 so<:ond Interval.
i I I I I
j.
DOUBL15 PACKER BORE:HOLE PERMEABILITY TEST DATA SHEET, AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Pa9e 1 of 2 PROJECT NAME: Clinch River SMR Projegt JOB NO. 6468-13-1072 DATE: 1*2¢- 1$ Borehole Diameter, ln.: -3,8
Total Borlng Depth, Ft. 4-G(b Gnd Elev, -Ft: ~-

Casing Height above gtourid, F.t:..LJ-5 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8Z.~, 1'5,: Datum TEST ID: 1':::\\f~AID\\ '2:. '?> -Test!ength:
l* 5 Test8ec!ion'napth (from Datum): From '::l-'8(\\$ To ~tc.,'Z."v * (T<)t. +/- (t),c5) (A) Depth to Water Table Frqm Datum, Ft: ~*5 \\ (8) Surface Gage Helgbt Above Da\\um, Ft.~ TestWaterTem.p:~- f'BargpressUJE!,._ps1: 14,-At. !0CI'u~ ltJ,-roll'."ruo,....r/ -~"C \\;)~.:~p:) Depth to Center ofT est Interval From Datum, Ft: 8~*.~$ I~,\\~°C C(~, "l*'ZII* 1"1 (C)
Distance Water Table to Center of Testrnterval Ft. ~
~ Static water preasure at center== (C.62.4/144) + Baro = 4 6 I MAxiMUM TEST PRESSURE,*Pa"' ([A+B*1] + C*0.57). Wo = !5$ I Test Pressw*e sequence:= 1/3 Po, 2)3 Po, Po, 1/2 Po, Po Sequence 10: A B C D E Po Values: 1/3 Po=...J._§_; 2/3 Po= "OS ; 1/2 Po., '2.. ":\\- Add Appropriate. Po value to static pressure at center oftest Interval TEST NO. MP:4(1)1 Z. *~Sequence No. A Planned Center Pressure: Co 4
Transducer Readings Before Pa~kers Inflated: T~p
\\ 9 i'T4- _ ; Middle 4~ :~ \\ * :. Bottom: TransducerReadlngsAfterPackerslnflated: Top . I 9,E)<(i ; Middle 48,'0'3 Bottom: MP*4(J) I ~:, Seoc./Gt-1 CcE' FLOW METER ReADING, Gallons Middle 'Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes _ Rea-ding, psl Pressure, psi Initial Final Difference ~B\\z~P:
.w
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\\~ (j)g ~ 2. 2,. \\ tP <D \\ '0'=-\\l..l.\\ \\B 1w4 (/) C/J l.o"S,(.f5 \\..:; '0'C~G'A.'S/f ~;_o t.v u>B: ~a* ~{j) \\ \\J':Y~A \\?:. ilo'\\* (/) 0 ~S*.4\\ \\'5 ~81' ~7J'(J)(j \\ 'D ~(..-~ \\ p) ':f{A dJ C/> 4"5Y:, \\S "'Bl 2.;,\\~1/) \\ '5 "::\\l.>ct' \\.r\\ 7G>4 (j) (/J (.,'5,\\S \\'5 <y~, q-~z_t~ *-_/'3 I!:Jo ¢81 "l-A. \\ ~~ \\ 6'::\\:(..t.\\,. \\f>l * :J:w4 C/J cb .(o S,'\\-o \\'5 qJ8\\ ZAi3t.6 \\B~L\\- \\ ~ :q_c..t\\ cb (/) {L)8t - - z.s \\ IJ!P \\ 'D '1LA* \\8 =I-tA cl> rb .(be~ 'i-?\\W 'B':t[QL\\- \\ f\\ 1-4:>4 C/J ¢ ... -~
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From Prelimlnaty Boring Layout Survey Fonn Approved for'use on Clinch River SMR Project-J. A-Tice, Technical Lead Clinch River *oata ~eport Rev. 4 CRP-1112'.16 Page E.3-100 of 515 (o'5,t;; 3
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Form Rev 0- Reviewed by 'S"f!
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ML19030A953

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