Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 454-480
	ML19030A975
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: ML19030A975 (27)
	v • d • e

. DOUBLE PACKER BORER OLE PER.tVfEABlLITY TEST DATA SB;EET . Page2

~l5 c;4e-J- ~ ff)! y BORING: MP~ 4Z.l

+v (/v 11 *~(_ *~ r~Jr DATE: 1~ :~4~ \~ .

DATACOLLEC TEDBY: ToM M~GtLt....L ..::r;r.t<... GoubAR'O ~JZ- ,rz..ll~{r~*

IJ. t8 SJZ:

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~RESSDRE: psi

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'1'~ S:o:REA.CE...GAGE CE~TEELTRANSDUCE~--

minute ~ A / :PRESSURE, psi PRESSURE psi

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EQUIPMENT USED Transducers: MiniTl'olSeriai Numbers: lf\~14Z, (to.~2,¢.:.r;) ~\~1:.8. 1. u. . -,~~r~ J 13Ac..:r-~<:>..,~ M~*\ . (.t..~l.\*\)) "!1"\"(.t;.~l.o ('-"'~\"L,*\~)

Surface Pressme Gage: M 'V-I* 4 ~ N-.~~ S L l.* I.\* n.) Tf-lei'R/V\ OME TlE. *A~ _..:L=-.'r:....?.=S---~

N I T a. 0 C-*:t;;"' GALI0 6: ,..A.W. \ \ . 1\1\.v..l .. 7~ ( (.,.." \\* \"')

Barometric Probe: 1"2\ 1\~

lt...-\1.*\'"'>)

Flow'Nleter: 'B'& 'Z.4r1. e.e (Pitif\.~ ':1** 8*l'"\)

Stop Watch: L ?8<.. Lc.. -lt,b- \~)

Date of Calibration: ""P ~tt.G. ~ ~~~ 'lO l ~.

Calibration d u e : - - - - - --

~1\ p~ 4~1 E...4 (~) 2.<;0 \3 - ~"' w Z.4 . I (2L f?!.. ~ I tl.> I W .SL Jv\ P~ 4?.. \ (6) ~cp I ~ ~ CfJ"'f - z4 \ CZ>t 2'? I ¢1 t x.C.t=.L 24 M ~-4'2..\ ~A . (T) g_.¢ I*~~ i/f:t: ~ Z4 <Zl9, ~1 Al.h VJ'5L tv\?~ 4~1 z4 (T) UC;ll ~ ~ Ql1 - tA <;l>9. ~i.L\(b E. )(C.EiL

.\V\?~ 4a\ Z4 (t-1\) 2,y:':lt~ ~ (,tl1- - ~4 (f>9 I ~ 8, 1- s 'v.J 5L JV\P~ 421* z4 (\'A) 001 ~- (.b'1 Z4 {ll ~; "S<Q, S1- 1::: 'XC.EL

.lV\P~ 4"2.\ z4 (L) {G.Q) l'~ (/)1 w Z4 ¢>9' 4 (b, 23 \t-1~ L I

M P~ '42.\ zA. (L) '?..l/J I :) ~ $1 24 CO<? I ~(.tl. 2.3 E~CEL Form Rev 0 - Reviewed by 5(.)t. /1.- J (' J/J Form Approved for Use on Clinch River SMR Project. J. A:Tfce, Technical Lead Clinch Riv~r Data Report Rev. 4 CRP-1112.16 Page E.3-454 of 515

PACKER TEST FLOW RATE GRAPHS Boring MP-422 Packer Test Intervals:

MP-422 Zone 1: 31.5 feet to 39.0 feet

MP-422 Zone 2: 50.0 feet to 57.5 feet

MP-422 Zone 3: 170.0 feet to 177.5 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. 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.

ame Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-455 of 515

FIF No. 25847*601~KOI*CY00*00009 BECHTEL POWER CORPORATION

'Project No. .25847 Clinch River CPA Project;. Site Subsurface Investigation FJELD INSTRUCTION FORM .

Specification Section: 5.3.7.2 Packer Testing in MP 422 Field Instruction: The following are the three (3) depth zones in which packer testing will be conducted in borehole MP 422:

Zone 1: 31.5 to 39.0 feet below land surface. (Tolerance +/~ 2 feet)

Zone 2: 50.0 to 57.5 feet below land surface. (Tolerance+/~ 2 feet)

Zone 3: 170.0 to 177.5 feet below land surface. (Tolerance+/- 2 feet)

. 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 Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601~V14-CY00-00018-006) or latest revision at time oftesting. The test pressures will be determined just before the commencement of the tests by measuring the water level at the start of test.

Basis/Justification for Instruction:

The depth of the above zones was selected based on fracture zones identified from ORAFT i

.1 geologic core logs, RQD analysis and from the acoustic televiewer logs. The bottom depth for I

packer testing is limited to approximately 250 feet due to the packer test assembly and maximum transducer c.able length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP"3- Packer Pressure .

Testing in Boreholes, Attachment 8 (Bechtel Power lnfoWorks 25847-601~V14~CYOOk00018~

006) or latest revision at time of testing.

Specification requires Contractor to provide test depths and pressures.

PAGE 1 OF1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-456 of 515

Clinch River SM R Project Prepa red by: e'O T Date: "' )C/

Doubl e Packer Borehol e Perm eability Test Data Sheet Checked by: ~J- Date:

4-./13*- (4-AMEC Environment & Infrastructure, Inc.

AM EC Project# 6468-13-1072 Bori ng: MP-422 Zone: Z1 . 31.5 feet to 39.0 below ground surface Transduce r Location: Middl e Sequence A (1/3 Po) Sequence B (2/3 Po) Sequence C (Po)

Elapsed Time Flow Rate Elapsed Time Flow Rate Elapsed Time Flow Rate Time (mi nutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (g pm) T ime (mi nutes) Pressure (psi) (gpm) 8:20:30 0.0 28.96 8:33:00 0.0 36 .50 8:44: 30 0.0 46.79 8:21:00 0.5 28.98 0 8:33:30 0.5 no read lnQ 8:45:00 0.5 47.42 0 8:21:30 1.0 37.93 0 8:34:00 1.0 36.49 0 8:45: 30 1.0 53.58 0 8:22:00 1.5 38.29 0 8:34:30 1.5 47.23 0 8:46:00 1.5 53 .83 0 8:22:30 2.0 36.71 0 8:35:00 2.0 47.06 0 8:46:30 2.0 53.62 0 8:23:00 2.5 36.70 0 8:35 :30 2.5 47. 19 0 8:47:00 2.5 53.84 0 8:23:30 3.0 36 .56 0 8:36 :00 3.0 47. 18 0 8:47:30 3.0 53.69 0 8.:24:00 3.5 36.50 0 8:36 :30 3.5 47.23 0 8:48:00 3.5 53.91 0 8:24:30 4.0 36.58 0 8:37:00 4.0 47.18 0 8:48 :30 4.0 53.87 0 8:25:00 4.5 36.56 0 8:37: 30 4.5 47.10 0 8:49 :00 .4.5 53.59 0 8:25:30 5.0 36 .47 0 8:38:00 5.0 47.17 0 8:49:30 5.0 53.84 0 8:26:00 5.5 36.45 0 8:38:30 5.5 47.2 1 0 8:50:00 5.5 53.72 0 8:26:30 6;o 36.119 0 8:39:00 6.0 47:20 0 8:50:30 6.0 5'3:63 0 8:27:00 6.5 36.48 0 8:39:30 6.5 47.11 0 8:27:3:0 TO -' 36.47 0 8.:40 :00_ Q .===3:1:.2.2 0 8:28.:00 7.5 36.52 0 8:28 :30 . 8.0 36.54 0 .. - -- ---

8:29:00 8.5 36 .51 0 Sequence D ( 1/2 Po) Sequence E (Po)

Elapsed Time Flow Rate Elapsed Time Flow Rate Time (mi nutes) Pressu re (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 8:56:30 0.0 53. 72 . 9:15:00 0.0 42.22 8:57:00 0.5 53.57 0 9:15:30 0.5 54. 17 0 8:57:30 1.0 42 .66 0 9: 16:00 1.0 54.03 0 8:58:00 1.5 42.56 0 9:16 :30 1.5 53 .78 0 8:58 :30 2.0 42.66 0 9:17:00 2.0 53.70 0 8:59 :00 2.5 42.55 0 9:17:30 2.5 53.76 0 8:59:30 3.0 42.40 0 9:18:00 3.0 54.00 0 9:00:00 3.5 42. 34 0 9: 18:30 3.5 53.66 0 9:00:30 4.0 42 .15 0 9:19:00 4.0 53.64 0 9:01:00 4.5 42;04 0 9: 19;30 4.5 53.79 0 9:0 1:30 5.0 41.97 0 ' 9:20:00 5.0 53.72 0 9:02:00 5.5 41 .86 0 9:20 :30 5. 5 53.76 0 9: 02 :30 6.0 41.73 0 9:21:00 6.0 53.65 0 9:03:00 6.5 41.69 0 9:21:30 6.5 53.70 0 9:03:30 7.0 41.50 0 9:04:00 7.5 4 1.44 0 9:04:30 8.0 41.28 0 9:05:00 8.5 41.20 0 9:05:30 9.0 41.1 1 0 9:06 :00 9.5 40.99 0 9:06:30 10.0 40.93 0 9:07:00 10.5 42.66 0 9:07:30 11 .0 42.71 0 9:08.:00 11 .5 42 .54 0 9:08:30 12.0 42.60 0 9:09 :00 12.5 42 .54 0 9:09:30 13.0 42.61 0 9:1 0:00 13.5 42.55 0 9:10:30 14.0 42.55 0 9: 11 :00 14.5 42.50 0 9:1 1:30 15.0 42 .56 0 9: 12:00 15.5 42.57 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-457 of 515

DOUBLE PACKER BOREHOLE PERMEABIU1Y TEST OATA SHEET AMEC ENVIRONMENTAL &INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR ProleQ! JOB NO. !)468*13-1072 DATE::;:-:">- \3 Boring No M.£* 4~

Borehole Diameter, ln.:1>..& Total Boring L>epth, Ft.~-

Gnd Elev, Ft: ~'?9 *c:y Casing Height above ground, Ft:~'T E:lev. ToP. of Casing, Ft. (Gnd Elev + Caslng Height): f3¢C$~2r =Datum TEST ID: N\? *4~?, ;r,; L lest length:

d::.~ 11*\IP*\'~ . 6S .

'f, S *l Test Section Depth (from Qat~;~R'* From ?J l. '5 To 3 ':?-

9\

(A) Depth to Water Tabl~ From Datum, Ft: :\:..::?@ Test Water Tem.p:~ Baro Pressure, psi: \.b,., brA.

(B) Surface.Gage Height Above Datum, Ft.~

Depth to Center ofTest Interval From Datum, Ft: :0?*':>~

(Q) Distance Water Table to Center.of Test Interval Ft. ~5 Static watar pressure at canter" (0*62.4/144) + 'Baro"' 2B MAXIMUM TEST PRESSURE, Po"' ([A+B*1]*~.C*0.57) [Po"' 6S 1 Test Pressure sequence:" 1/3 Po, 2{3 Po, Po, 1/2 Po, Po Po Values: 1/~ Po= __8_; 2/3Po=> __13:._; 1/2 Po=__l_';?_ Add Appropriate P~ value to static pressure c

Sequence 10: A B D E at center of test fnterval TEST NO. 1'-\.P*I.\22... 'ZI .Sequence No. A Planned Center Pressure: $((}

Transducer Readings Before Packers Inflated: Top B @, "::\-":? .:

1 Middle Z.,.O., C.O 6 : Bottom: OZ.§ *S 3 Transducer Readings After Packers Inflated: Top ;3[, ']l*¢ : Middle 2>8, 31: : Bottom: ~A. "3B l'v\~

42..'2..... '!.\. '::') 'S-9t.>..c;!;l..lCG' b. . ..

FLOW METER READING, Gallons Middle lime, . FLOW, gpm Transducer Surface Gage REMARKS Minutes Pressure, psi b\~~ading, psi ln\llal Final Difference e ~ *'0<b, ~Cb . t\<lril-'1-

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8 ~ '7> (fJI~3 CP f'o? /RA.)JS 2..\., '39 Form Approved for' use on Clinch River SMR Prqject- J. A. Tlce, Technical Lead

' I Form Rev ~ - Reviewed by saz.= p.-j{£D l(? Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3458 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEd ENVIRONMENTAL& INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR Pru JOB NO *. 6468-13-1072 Boring No M.p-~

Borehole Diameter, ln.:'0,8 Total Boring Depth, Ft. 3 iOSb _ Gnd'Eiev, Ft: '"::\::':>9 *.t:y Casing Height above ground, Ft:~'T Elev. lop of Casing, Ft. (Gnd Elev *~Casing Helght):_8.~Cb.2.. "' Datum v)~ -=t.' I!>+\"'.> ~ -s .

TEST lD: M.P *q~'& -;. L Test length: I* ':> 1: ie>st' Section Depth (from ea~l'l'l): From ~ l I '5 To 3 ':J.* c:p (A) Depth to Water Table From Datum, Ft: 4-.:<2 ¢. Test Water Tem.p :...::t.a:f' Baro Pressure, psi: \b.. Ly4 (B) Surface Gage Height Above Datum, Ft. ~ Depth to Center of Test Interval From Datum, Fl: 3'), t:;) ~ * (C) Distance Water Table to Center ofTest interval Ft. ~5 Static water press~re at c~nter = (0.62.4/144) + Baro:: 2. B MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*0,67) [Po= aS I Test Pressure sequence;" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A 8 C D E Po Values; 1/3 Po =_13_; 2/3Po= ..J..3:_; 1/2 Po~ l 2> Acid Appropriate Po value to static pressure at center of test interval TEST NO. ~- !\'2'2.. ~~ Sequence No. 'B Planned Center Pressure: _4..:.....;:S::__--'- Transducer Readings Before Packers Inflated: Top ~q>. 3'2 .; Middle * ';CA, le 6 ! Bottom: t..8.S3 Transducer Readings After Packers lnftated: Top &-\ *"q ¢ ; Middle ~S ..'?3 : Bottom: ~A.*?>~ 1'-1\?. 4'2.'2.... ':'£.\ S 'elt:l 1..\.~i:-klC\;;' 'B FLOW METER READING, Gallons Middle Time, .FLOW,gpm Transducer Surface Gage REMARKS

Minutes Reading, psi. ~~ssure, psi r---*lnitial Final DlfferenC'.e CY. ::t ~ ""-13

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From Preliminary Boring Layout Swvey Form Approved for'use *on Clinch River SMR Project .. J. A Tl~, 1"echnlcall..eBd Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112. 16 Page E.3-459 of 515

OC:>UBLE: PACKER BOREHOLE PERME!ABILITYTEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Qlfnch River SMR Prolact JOB NO. ~68-13-1 072 Boring No f:A£-422.,

Borehole Dlameter,ln.:'8.8 Total Borlng Depth, Ft.~- Gnd Elev, Ft: '"":\:'?9. <:7 Casing H~ight above ground, Ft: ~* ?_.":\- Elav. Top of Casing, Ft. (Gnd Elev +Casing Height): 8¢(/).~ "'Datum TEST ID: tf::r'"Ll.~?.-];; L Test length: ~ S q~~ S~tio~tllD-e~'ffi (from.J-~;)t From ~ \. '5 To 3 ':'>. (j? *

(A) Depth to Water Tabla From Datum, Ft: 4<2 ¢ Test WaterTem.p:~ Baro Pressure, psi: \b., lyA. (B) Surface Gage Height Above Daturn, Ft.~ *. Depth to CenterofTest Interval From Datum, Ft: 3C;),":>I(... ** (C). Distance Water* Table to Center of Test Interval Ft. ~S. Static water pressure at cEinter = (C*62.4/144) + Baro = 2B MAXIMUM TEST PRESSURE, Po= ([A+8"1] + c*o.57) tpo"' f:>S .J Test Pressure sequence:= 1/3 Po, 213 Po, Po, 112 Po, Po

Sequence ID: c Po Values: 1/3 Po"' .....B._; 213 Po== _l3::_; 1/2 Po= ! o A B D E Add Appropriate P9 value to static pressure at center of test Interval TEST NO. 1'-\P* !\1.2. ~I Sequence No. C Planned Center Pressure: '5 ~

Transducer Res,ctlngs Before Packers Inflated: Top ~C]?, 3;2 : Middle ",<..'\.,CoS : Bottom: ?-.~, S 3 Transducer Readings After Packers Inflated: Top . ~ \ ,'~ ¢ ; Middle fO 81 ~'l; : Bottom: ~6,.,. ~B . 2.. -e Q tAe-WCGl' FLOW METER REAOING, Gallons Middle Time, .FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psl Pressure, psi Initial Final Difference e \ ~£\ 'L "1->CQ **t\ ([)..,. ":l -- - ....... ----- ----- L\.(a '":t9 1'3 [l5&mlr<J I UC.f.l.f<fl.l,5 {;' et PIC.65" ll.-'S~ wqJ \ \<b-=!'1- \ \~"'"'t:":'l (/) ¢ 4"'::!:.4a. jG':)

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From Pre\liminary Boring Layout Survey I

Form Approved for'use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by~ l,_(I~U'J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-460 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST OATA SHEET AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR Pro!ecl JOB NO. 646§-13-1Q72 Boring No M.S?*4'2.?v

Borehole Dlameter,ln.:e,8 Total Boring Depth, Ft. 3 :G).b Gnd E!ev, Ft: '"\'?9, ~

Caaing Height above ground, Ft:~'T

Elev. Top of Casing, Ft. (Gnd Elev +Casing Height):.* 8¢(}),0 =Datum TEST ID: Mtt> -.L, ~?, ~ L Test length: 'f, s ~-~1 s~dt;~~ D~~h (from.~~)! From ~ \.. '5 To 3 ~. Q\

(A) Depth to Water Table From Datum, Ft: 4:.:'?@ Test Water Temp:....::tlr.f" Sara Pressure, psi: \4 , 1\4 (B) Surface Gage Height Above Datum, Ft. ~ Depth to Center of Test Interval From Datum, Ft; ',35.<?~ * . (C) Distance Water Table to Center of Test Interval Ft. ~5 Statio water pressure at center== (C*62.4/144) + Baro " 2. e, MAXIMUM TEST PRESSURE, Po== ([A+B*1J + C*0,67) [Po== oS I Test Pressure sequence:" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po o

Sequence 10: A B C D E Po Values: 1/3 Po= .......8._: 2/S-Po= _l3:_; 1/2 Po= I Add Appropriate Po value to statio pressure at center of test interval TEST Nci. MP* L\'ZZ. 'r,J Sequence No.' * *-a Planned Center Pressure: 4\
Transducer Readings Before Packers Inflated: Top 'j?,..¢~ '7t"2 ; Middle '&t.\. !.o B : Bottom: 70? '. S ';) I Transducer Readings After Packers Inflated: Top to\ .-q.¢ ; Middle ~'8 ,C::,"1- : Bottom: ~L\' ~4 I I . z. I ~Qt..\.1;-!..KG' FLOW METER READING, Gallons Middle Time, FLOW, gpm TransdtJcer Surface Gage REMARKS I Minutes Initial . Final Difference Reading, psi Pressure, psi B\ "S<o\ '0¢ *---*- -*--- ?. . .F;; I ts<CQ/1/...J \ ' f!) ':\"""t 5~,-;*'2..,. "{:){}(C<;'-*fl $ .:;: r='L.ow S\ ~1*\1})/iO \ \_<lLl"1:. \~~':1-::z* ¢ <2) '5'5 ,s1- 2-.::S .. 8\ 'S'q~~¢ \. \ (p-::t :r * \\IPT1. (/) ¢ 4~.eoeo I~ B \ 158-\ ~I# \ \<b'::\-1* t \Cb4- -q (/) tt> 4~.s<a t3 Sl ?51~$ '(6' \ \(/)7.:11* '\\(()~":l S/2 4~. l.o(., \,~ 8l S<J\V!Jft1 \I. <P-=t'f \\~~'::!- (b (/) 42.-.SS \ "~ 8~ '5;i) I~(# \ \IP".:li- \\4'1"1 rf; (6 42,1.\a/ \'3 9: (/J ({-): ~f/) \ \ (/.>:t::':\: \ \{/)':\":."\ rp (b 42..,o4 \'?> '7 ~ (/J(/)' 311 \\¢'::A \\~~1- ¢ ~ 4~.\S \~ 91 ¢\: ~(tl \\(,l):f-:t- \ 1.(/)1-i* ¢ Q) 4~ (j)IJ.._ \~ 9} (t)f } '3() ' \ \ cp_'::/*1 '\ \$"=\:~* ¢ ¢ 4\.':.11- \'o 9\ (/)7.-~f/){/} \ \¢':.t"1- \ \$"::\-'1: ¢ 0 41..,8'~ 1_00 \ \(b';;f.-.,. \ tcll*~-q
q5 ¢ 4\.(o<;) \"~ ......._............
<::)) G'3 t ?J{f} \ \(,ll1-l- ' \\ !p'::\ '1 </! ' 4. \ 'C:S(Z) \3 -~ <';;)\. C/J 4i 1/HP \ \ <;D"/1* \\ (/}':\"q lb. 121 L\\.1\4 \~ ":}\ (ll4 \'?>If,) \ \<-01 \ \(Jl'~\"~ ¢ ¢ 4t."Z.8 \ 3 ~SJ \ <t>s '. wlP \ \.(1)14- \\(/)~1* *. .C/J.. ¢ 4\.2¢ n~
From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project* J. A. Tlce, Technical Lead Form Rev 0 - Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-461 of 515
DOUBLE PACKER BOREHOLE PERMElABILITYrESTOATASHEET. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR Prolect JOB NO. 6468-13*1076 DATE: :::c~::;,- \3 Boring,No If.,~-~
Borehole Dia~etar, ln.:~,S Total Boring Depth, Ft.~- God Elev, Ft: ~::29, ~
Casing Height above groUnd, Ft:~>:t: Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8~~.?.- c: Datum TEST 1~: ly\~'hl.\'i?~f..~ Tes!Jen.gth~ * ':'f; S 9.~t S~cl~~ o~?th (from*D~~:* From. '0\.. '5 To ~ <;) * <;2\ (A) Depth to Water Table From Datum, Ft: 4-,:c? rt?: Test Water Tem'p:..:+/-B:.f" eato Pressure, psi: \A brA.. I (B}
Surface Gage-Height Above Datum, Ft.~

Depth to Center ~fTest Interval From Datum, Ft: 3':>.'?2.- *
(C) Distance Water Table to Center of Test Interval Ft. .2J/J.:JE'S Static water pressure at center= (C~62.4/144) + Baro = 2: E'? MAXIMUM TEST PRESSURE, Po "'([A+Bw1) + C*0.57) [Po= ~S ) Te st Pressure sequence:= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po . Sequence ID: A B C D E Po Values: 1/3 Po= ___8_: 2/3Po== _13:_; 1/2 Po:o I '2> Add Appropriate Po value to statio pressure at canter oftest fnterval TEST NO.I'--\P*l\~'2.. ?.I Sequence No. _....:.'D;;;;..__ Planned Center Pressure: 4\. Transducer Readings Be fate Packers Inflated: Top ~(/>. "::\- '9 .; Middle : -;0 A-. (o e . :. Bottom: lib~ ' 3 s Transducer Readlhgs After Packers Inflated: Top ~ \.. "tt C/J
Middle ~8, <21":1- : Bottom: '2..!.1. **~A.
. z "2- $Q ~.>..c:-lo...ICGi' (;')Jj '! c . FLOW METER READING, Gallons Middle . .. Time, FLOW,gpm Transducer Surface Gege REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference ~\.(/)'~! 3 r/J \\q}'~1- \\ ([)':::J. i - ¢ ¢ 4\ . '\ 1'5 ( Col.)'f/!...lUI!! J 9 l <tJ (;> tt/J (/) \\{/>":\'1- \.\!LI"\-":J (/) ¢ 4t1>.<;)~ \ '3 I f../C/<!..If:AS <::: FLo'-" ~ l <25~\*~(.1) \\ (/)';:";\. \ \$::\-'1- 0 <?I 40 93 ~ *~ '; \ (/> ~ V/)(JJ \\c.Q-q-q, \\([)1 ::]._ (/J ¢ 4~.~~ \S- ~~ (1>~)~(/) \\~~~ \ \(/)-:':l"l <Z5 (/J 42..::t\ lS 9\ a>'O~a>(tl \\ tf':.\.*":f \ \(/Y'1-~ (/J ¢ 4GvS4 \S Cj\ 1Zl8t"V¢ \\ (JJ"q1- t \ fO'::J;1- ¢ ~* 4~(o(i;? \S ~~ Cb C) \ fi([J \\(/J"::f1- \ \ ({)'::f 1- ¢ ¢ 4~.~ \5 ~~{~ '\ \lt)~'7.f ~ ~ - A~.<:a\ \t;) w:*-t7.t ':l\ t (j) 1f/Jll> ~\~,h';t'l \ \(J)-=t1- _@ sZ> 4£-.CS'S \5 ~\ \'1/:J~~l/J \ \,(1}'1-1-- \ \q:r~:t ~ . ~* 0 A~.'f>S \'S <:)~ t\\ (/){b \\.Cll~t \\W-"..1-=t ¢ ¢ l\~ Seb *_ \S <lJ) \h ~tl \. \q}'q-:-;1-_ \ \IP":l'Y ~ Q5 4~.':;;_4 \S ~. \ 1. ./ *.fRJE - *\ \<1>~1- \ \({)':\":\- ¢ 0 4~S+ \';> t"0...J p
9.>U 3J ~rP "B O'"t Z_¢ IV\ 'T,f..AIJS ' ~2., ~I
'3t\ \?>~5q1 loP fie.tJ.N<J *~ {0~.19
From Preliminary Boring Layout Survey

Fonn Approved For ~Use on Clinch River SMR Project* J, A. Tics, Technical Lead For111 Rev 0 *Reviewed by 501- l't.,{t,.,{/J Clinch River Data Report Rev. 4 CRP*1112.16 Page E.3462 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROjECT NAME: Clinch River SMR t'rolect DATE: :r~:J- ~3 Boring No tf...\?*4'2~ ' Borehole Diameter,ln.:$,8 Total Boring Depth, Ft._11&~ Gnd Elev, Ft: ":1,;:"29. ey. Casing Height above ground, Ff:~ 'T Elev. To~qf Ca~ing, Ft. (Gnd Elev +Casing Height): B¢Cb,2,. "' Daturn . .)- , '1-/(f)'/7, GS TEST ID: 10-? --4'a.?,'j; l Testlength: I* C) . eSt-1;ecllon Depth (from-Batcrm)': From ?'l* '5 To 3 Cj. Cf? (A) Depth to Water Table From Datum, Ft: .:\:,:;>¢ Test Water Temp:~ Baro Pressure, psi: \A., l\-4 (8) Surface Gage Height Above Datum, Ft. ~<£5 Depth to Genter of Teet Interval From Datum, Ft: 3~. 55-- * (C) Distance Water Table to Center of Test Interval Fl. ~'5 Static water pressure at c!inter::: (0*62.4/144) + Baro = G2? MAXIMUM TEST PRESSURE, Po.,. ([A+8*1] + C*0.07) [Po"' gJS ] lest Pressure sequence~ 1/3 Po, 273 Po, Po,. 1/2 Po, Po . Sequence ID: A B C D E , Po Values: 1/3 Po "'_8__; 2/3PO" _13:_ ; 1/2 PO"'*_.;...;l2>:::;..__ Add Appropriate .Po value to static pressure at center of test interval TEST NO. 1--\P* 4'21. ?,I Sequence No. _8,"=;...=---- Planned Center Pressure: __5;;: :;. .!3,.___ :* Transducer Readings Before Packers Inflated: Top ~% '~';> ; Middle . ;0£\, !.o 6 : Bottom: e8.S~ Transducer Readings*After Packers Inflated: Top 2. I .':I tl.! Middle 2. 8 ,'3 -:f : Bottom: 'KA; ':38 . eli:? "'c:=-u C.G1' .....
FI.OW METER READING, Gallons Middle Time, FLOW, .gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
~\ \"SHJ>$ \ \lp ~:~ .-- .... - - .... -~- --- ..... 4'2. '2.,'(. 1 \S 13e4nn-r fv.c..t<t <S' A s~ F'~ o"' ~ '?~ \~\ ~(/) \\!P"-1+ ~ \l~'1-"f ¢ ¢ S4,1'7.J 2-'5 c;)\ ~tn \ (/)(/> \ \~'=\'1 . \ \IP'J.-1 ¢ ((J C:S4. ,(i3 ~~~ ~) \lo\~Q' \\({\~~ \ \(l)":f1- _¢_ ¢ '5~*,":.\-8 zs ~\ \ 'q \ (){J) \ \.~'q;>:J \ \ </}'::\- --=l* (/> .(/_) <5~ ,'"4.(/) 2.5 ~~ V'\\ 'M t l<P-=\:':.t \ \lJJ"1~. *¢ ¢ 5~.~(, z.s ~\ \ B ~lUP \\1P:r1 ~\!Jl~~ (/> 0 S4./J0 z.s ~\ \ 'ri'l11/J t t (t}'":l-1 \ \(})'::\-~ '¢ (/J '5~,lo(.. 2<5 S)\ \ ~\.(.0(,1 *'- \ <()4':<} \ \~"1---={ <P t?J_ '5 '3' C.OL\- 1 2..S 9\ \~~~¢ \ \ (/)'=\ ~ \\(Jl~i- ¢ fi5 5~. ';f.~ Z5 '?"~ 'f,_,qJ\~(J \\ ~*~:';} \\(/J-::t'~ qJ ¢ '5'~ ':\;'Z... Z'$ ~\ Zf.(J~ \\ (J)"q':{ \\(l) 4;-q (/) ¢ 'So .*.:tea z.s 9\ ?..\\ (/)¢ \' C.D":t-3 \ \<P":i-1; :(/) ¢ S~rb7J 2.-5 9~ ?_.. \', '?>(/) n(rr-1 * \ \ltf-i-::t- 0 (J) S3~*qar 25 ,t!i't..J /::) .. , <:>\zZ\'3() 'B or'rok '7iz.t:~N.s' *'* 2-Z.. -q (,. ~. \ ~~~ ~ (/JI/J - toP 7/.eD.N.S ; !< zz.. 2.1
From Preliminary Boring Layout Survey Form Approved for'uss on Clinch River SMR Project- J. A Tlq, Technical Lead Form Rev 0- Reviewed by~ tt-/1,/().
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3463 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 -:(lvls Sh w~ {A;pp I, iJ 1-~ BORING: N\'?*A'&"a. A-ll *z"?'-\e.- I 'f -e s\::1 . DATE:.J- .g.- .~. :D DATACOL.LECTED BY: Tol*il. Mc.Gtr:.. '- SHUT*IN TEST PRESSURE:. --""'-+'~-'--~;._-_.. SURFACE GAGE CENTER TRANS,_-- .TIME minute ' PRESSURE; psi PRESSTTRE. ~ " t \ ~ 1::' *:;:;:.-- ~0\--- . ~ I EQUIPMENT USED j Transducers: Level Troll 700 Set*ial Numbers: 335896/R24844 (shallow) 6/12/13; 315381JR24039 (intermediate) 6/20/i3; l41142/R20367 (deep) 6120113; 315380/R2,4038 (spn1*e) 6120113_, _ _ _. - - - - - - - SUl'face Pressure Gage: (Both Wika 213.53)- MW-3 (at pump); MW-4 (at totalizet*). 6/11113 _ _.._ _ __ I Barometric Probe: (Baro Troll} 1213l5/R22669 6/11113 I Flow Meter: <Master Meter 1344) ~ 8824788 field checl{ed 6125/13 . Stop Watch: (Sportline 220)..:. L286/2786 6110113 of Date Calibration: Dates in italics after equipment serial number Calibration due: _Post Testin<::>.....----,. --- \v\? ~L\~~ '1:, \._ \-\us-s l ~CLLf D<J' ALL !5ef'<:Q 0(£1'-{C.GS :: N\ ~ ' l\ 1!.,a, t.\. (\~*) z, cp \0 - (,ll ':f -. (,t> 9 (/)9>t 29.Zl WSL \V\~ -A~~ 1..\ l~) ?.-(£) \'~ -¢1--¢~ ¢<7~Z9.Z\. G-XC.ec... N\'¥'- L\~~ 2\.._ (T) ~¢ \'3 ~ ¢ '~ ~ ¢ 9 . ¢9. 'Z;L '54 v..; 'Si-1\A."? - A'~?---- :c:.t (__'-() ~cp\*~- (b':\,- ¢~ 0~.-z.'tJ,'£4 IE XC:.iftL \"-'\'? ~ L\- ~~ i.L (~) '2..¢\"~- ¢'"::!- -<D3 ({)9, *z~. 2..r,P \IJ"5 L 1'-t\~- 4~2-. ~\ (~J 2$l 3- <?>-=! ~ Q)':) 1$9. zs .,C..cfJ
ISX C..IEL 1\1\?- A. ~'2- ~\ lL) '2..-<b\ '3- 0-=t: ~ 0r::, ¢J 9o 2.<'.>. S)6
\0<';)L_ N\? ~ 4?--'?... ~\ (L) '?...-(/) \ *~ ~ (/3- (/)9 ft) 9 *. 2.&.. 5CJ 0 E? ')( C..Er L Form Approved for Use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by ~ \ "t {l ~ \IJ Clinch River Data Report Rev. 4 .CRP-1112.16 Page E.3-464 of 515 Prepared by: Date: 4-~"" 14 4---£< ~ tl-Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet Checked by: Date: AMEC Environment & lnfrastruc!ure, Inc. AMEC Projec\#6468-13-1072 Boring: MP-422 Zone: 2 50.0 feet to 57.5 feet below ground surface Transducer Location: Middle Sequence A (1 /3 Po) Sequence B (2/3 Po) Sequence C (Po) Elapsed Time Flow Rate Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 15:54:00 0.0 47 .18 16:04:00 0.0 48.19 16:14:00 0.0 59.50 15:54:30 0.5 50.65 16:04:30 0.5 49.84 0 16:14:30 0.5 64.47 0 15:55:00 1.0 50.50 0 16:05:00 1.0 59.93 0 16:15:00 1.0 71 .60 0 15:55:30 1.5 49.02 0 16:05:30 1.5 59.57 0 16:15:30 1.5 71.69 0 15:56:00 2.0 48.72 0 16:06:00 2.0 59 .67 0 16:16:00 2.0 71.51 0 15:56:30 2.5 48.51 0 16:06:30 2.5 59.67 0 16:16:30 2.5 71.76 0 15:57:00 3.0 48.36 0 16:07:00 3.0 59.76 0 16:17:00 3.0 71.34 0 15:67:30 3.5 48.30 0 16:07:30 3.5 59.62 0 16:17:30 3.5 71.20 0 15:58:00 4.0 48.30 0 16:08:00 4.0 59.73 0 16:18:00 4.0 71.54 0 15:58:30 4.5 48.31 0 16:08:30 4.5 59.69 0 16:18:30 4.5 71.06 0 15:59:00 5.0 48.32 0 16:09:00 5.0 59 .84 0 16:19:00 5.0 71.33 0 15:59:30 5.5 48.23 0 16:09:30 5.5 59.44 0 16:19:30 5.5 71.44 0 "H):OO:GO - -- - 6.0-- 48:38 0 -- 16:10:00 - 6:0 59 :53 0 16:20:00 6;0 71-: - -o 16:00:30 6.5 48.22 0 16:01:00 z:o !!8:1.6. 0 SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 16:23:30 0.0 71.43 16:33:30 0.0 55.13 16:24:00 0.5 58.65 0 16:34:00 0.5 61.40 0 16:24:30 1.0 55.88 0 16:34:30 1.0 71.37 0 16:25:00 1.5 55.75 0 16:35:00 1.5 71.44 0 16:25:30 2.0 55.39 0 16:35:30 2.0 71 .73 0 16:26:00 2.5 55.27 0 16:36:00 2.5 71.79 0 16:26:30 3.0 55.24 0 16:36:30 3.0 71.21 0 16:27:00 3.5 55.32 0 16:37:00 3.5 71.55 0 16:27:30 4.0 55.00 0 16:37:30 4.0 71.75 0 16:28:00 4.5 55.20 0 16:38:00 4.5 71 .66 0 16:28:30 5,,0 55.32 0 16:38:30 5.0 71.08 0 16:29:00 5.5 55.06 0 16:39:00 5.5 71.62 0 16:29:30 6.0 55.06 0 16:39:30 6.0 71.33 0 16:30:00 6.5 55.14 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-465 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEO ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of a PROJECT NAME: Cl!n9b River SMR Prolec! JOB .No. 6468*13-1QZ£ DATE:"":?* 8-l3 Boring No M.\"'-4-ZZ.. Borehole Dlarn~ter, ln.::'il :'i.S Total Boring Depth, H._~- Gnd Elev, Ft: 1'7'3 ,'}
Casing Height above ground, Ft:~t Elev. Top qt Casing, Ft. (Gnd Elev +Casing Height): B~Gb, :2- = Datum
. . 'ii)V l~t_;\l&lt'> 2 Jl. :1- I 
(A) Depth !oWater Table From Datum, Ft: 4, 8 I Test Water Tem'p:~ Bato Pressure, psi: j 4, 45 (B) surface Gage HeightAbove Datum, Ft. ~.Ct.>S Depth to Center ofTest Interval From Datum, Ft; 53< . (C). Distance Water Table to Center ofTest\nterVal Ft. ~ Stallcwater pressure at center :c (0*62.4/144) + Baro = 3 (,:;. I* MAXIMUM TEST PRESSURE, Po"' ([A+8*1].+ C*0.57) [Po"' 3 Co ] T~st P~ess~re sequence:" 1/3 Po, 2i3 Po, Po, 112 Po, Po .
Sequence ID: A B C D 8 Po Values: 1/3 Po"'~: 2/3 Po/ :2,4. ; 112 Po"' LS Add Appropriate Po value to etatlcpressure at center of test interval TEST NO. tjf>*422 ~1-Qeque~ce 1\!o.
$(51/ I'V\f~ \\,------:- A Planned Center Pressure: . 4 Q.
u Transducer Readings Before Packers Inflated: Top 2..1 * 'OS .; Middle ?;.~."54. :. Botto1n: '39(~'@
Transducer Readlnga After Packers Inflated: Top 2 ~,~c., : Middle "3Co*'87..: Bottom: ~'5.,*-ns MP 4ZiE . i::f?., ~ S GQ G/1-JI-.l FLOW METER READING, Gallo.ns Middle Time, FLOW, gpm Transducer Surface. Gage REMARKS Minutes Reading, psi Pressure, psi a lnitlal Final Difference \ t5 '< <.;:> L\ 'd'lJ cp tt.(L)~~ ~--.... ...... .~-~ ....... -. .... - 4-:t-. l 14!) Pi35'al<IN' \S\~4,\~lP \ \ CZJ-::j,."'::\-- l \ l/)'"\ "1- tJ:> ¢ .c:s(P,r..os t\.0 'b (t;t'.({,{[';49.r:* ;C!t..CJ ,_._., 1CSl ~s tPce \ \ </) ":tt \ Ut)-q "1-- . (/) C/J *f.,rfl, '3 f/J 9~ (/.> (/;> \'5\ co~ ~u \ \<IJ1 \\{Q"~ "":i-o* 4~,l/l"Z. c.) \-<=;;I SL:> UHf \ \ (l)":t1-- . \\ tl.l':\-1-- C/:> A-$,':\:C... 9 .. C!J Vol C0LP 31ft . t \ Q.li-'1' \ \t.tl~'i--- 0 AtL~I ';> \~ \ "f>'~t!AP \ ~ \tf".:l \\<P"-\"!:1- ti> (./) 48,"~(., ') \S~ ~*':\'t>P \ \.(/) ':l::t \\l(J'l1- '¢ as A'8 ,"3¢! ~ VD\ '5'0 Ult(> \\ $-=t1-- \\ lP-":f':i q5 Q) . 4'B.~Itl ~ Vi:>~ ~ 61'31} \\ <fT'V'I- \ \lp';\--+ (jJ 0 4S.~1 '3 \~l *s~-tRIP ~\<ll*:;:r;:t ~ \. iJl 7-\-i~ G6 czS AS,'1>?.. 9 2-3 \':)II r;)'?'.~ \\(bq"':}- \\~~T:l- (/) t:6 .AS,~3. ~ C:t*~, '==!-B-1") . \~1 ¢1.{>\Wf.P \ \([f~1- \\l0'7.\o"';{. .(/) (/) 4~;3~ S> \ to\ i.f>tPI '3/'P \\.(/)'::1-"f . \\W::t-";1. ¢ ct) . . L\'0, Z,'t.. ~ . .\ln.~CPllrN \ \<tl':'t't- ({J ¢ 48,\lo "':)* &,ur:;:, \\Cj)";;{----t
-e" '1'7C>t-..._

~-*
flol¢1145 /',;eA,u~ 3t/J,f..p I . p .L,... l<..u 1¢2:30 .%Pi 7ie<t,u s ,8-;3, ¢&,
From Preliminary'Boring Layout Survey Ct-~*
-:J -e*-1"3 Fom1 Approved for :use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev *a- Reviewed by '51(& IL {(4 ~1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3466 of 515 DOUSLii PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch Rlv~r.SMR Prolec! JOB .NO. 646§-13-1072 DATE: 1:" 8-!'3 Boring No N\.~~4zz. Borehole D!am~ier, ln.:~ 1'6 Total Boring Depth, Ft. :a:zf?? Gnd Elev; Ft: ':'}'7'3 ,";)
Casing Height above ground, Ft:~i- Elev, Top of Casing, Ft. (Gnd Elev + Caslng Height): BtiJ0, :?-*"'Datum

t(V .t:tH~*lf':l C?~. 1 -\<n-\~ & s

TEST ID:MP-422. :c._"'... ~'Test length: jt=,5 "rest Section Depth (from etlttU'l'l'): From 5(/J, (/J To fi T* 5 (A) DepthtoWa!erTableFrom Datum, Ft; 4. 8 I Test WaterTem.p:~ Baro Pressure, pel: /4 ,45 (B) Surface Gage Height Above Datum, Ft. ~ 1 f.nS .Depth to Center of-Test Interval From Datum, Fl: 53.*
(C) Distance Wate; Table to Center of Teat InterVal Ft. 49, :GI stallcwater pressure at center= (C*62.4/144) + Baro" 3~ .I . MAXIMUM TEST PRESSURE;:, Po"' ([A+B*1].+ C*0.57) [Po= 3 (o 1 T~s\ Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 Po, Po .
Sequence 10: A 8 C D E .
Po V~lues: 1/3 Po =~; (0'3 Po=~; .1/2 F'o=~ \ 8 . Add Approprtate P9 value to static pressure ~~center of test Interval TEST NO. J-.11P*4ZZ ~rBe~te~~1o. 'B Planned Center Pr~$surei '59 . * . TransducerReadlngsBeforePac_keralnflated: Top 2..1
0S ; Middle ?JS.~SA :. Bottom: 39)?,'8 '*
Transducer Readings After Pa.Ckers Inflated: Top 2. 2.. .~(p ; Middle '3 (o 'trz.. : Bottom: ~ 3;"0s MP 4ZZ. ~ ~~ S ~~ '<SR\...\1..J FlOW METER READING, Gallons Middle Time, Fl.OW,gpm Transducer Surface Gage REMARKS Minutes Reading, psl Pressure, psi Initial Final Difference ~ 13l!S&rt1'-' \lP \ (/)A\ (Jif/J i \(/.) 1 _;1- --* ~- 48.i-~ ~ I /..J CIZ-~4 :s "'. .Cc..u* U.p\ fPIJ..\ jt(l \ \ (f)'=t-"'1 \W>'i\-~ (/)* '(jJ 4~.i54 Z.Ct'J ' . \(.,', '(!1S:¢t?' \\'$~-1* \\(,O"q (/J 0 *, 59,~3 'Z.uJ _(/) ZC/J \<..,\ (,t!Sl'3t~ . \\('p'q-7(. \ \11--. (/J <13 t.5 ~ ':t (., I 'Z.(f) \(_p \ ¢::tr;3(.P \<P1-l ., \lP't'":t* g Z.(il . ~ -~ es<:J~c. \L> ~ qJSlCf)(J . l \ ~S'=!-~- \\.l/)'.4--::{- (6 ¢ CS':).::r3 Z<.j) u... \ u. ¢3l3(P l \ <b"tt ~\(f)'9-~- ({) <25 CS* ~.~~ 2¢ tc., ~ '(j) '71(/Jr/) l Vll~'+ \\ <P"t1* Z¢ '*-r---~- 1:"6~.8.4* '- '-+-* \~.,;,'. ¢~rSI/J \\. C61*"f \\ l,{)::t1* 0 q:J ~~AA . 2..(t1 t \...:>' I (/>t(/)C! l HtFFt- \ \l~7.f-l* .QS ¢ ~gs*3 Zc;J £i'AJO lLo\ \\,\ ~0 13 D't"tc.:>M-. ltGAW'5 'l! ?,<<l, 4'3* ,...:,.........,..., lt.o \ \ t \ "'3i/J 'ToP T~l.l.*f.J:>,. zs,OJS
From Prelimina1yBorlng Layout Survey Form Approved for'use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by S(fl_r (-v(t' {(If}
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3467 of 515 DOUBLE! PACKER. BOREHOLE PERMEA'SIL.IlY TE!'JT DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch RlverSMR Protect JOB !'JO. 6468*13-1072 DATE: J.- 8~1'3 Boring No tv\~~4-zz. Borehole Diam~ier, tn.:~ ,'a Total Boring Depth, Fi. ::52 t1J Gnd Elev, Ft: ~
Casing Height above ground, Ft: r/J, ~f. Elev. Top ,ef Casing, Ft*.(Gnd El~v + Ca~lng Height): B(/;0, fo :::*Datum

* * ~ 11-U~P if'> ct-~, *'=' ~ ~ c0 ~~. '3 01 s

TEST ID:MP-L\22 ::e.?., Test I ngth: 1:1 ;) Test Section Depth(fromfkth:rm?: From 50, (c I Test Pressure sequence ;:: 1/3 Po, 213 Po, Po, 1/2 Po, Po .

* . Sequence ID: A B C D E

2.4. ; l8

Po Values: 1/3 Po"~;* 2/3 Po"'
TEST NO. HP-422 ?!2<sequll~ce No.
t'tA\4lt'l -c~ .1/2 Po=
Planned Center Pressure:
"=+ *\.
Add Appropriate. Po value to static pressure at centeroftestfnterval Trahsducer Readings Before Packers Inflated: Top 't..l. 'oS ; Middle '?.Sd'SA :. Bottom: Transducer Readings After Packers Inflated: Top 2 Z- '~Co ; Middle '3 (p' '8 7.. : Bottom: {4.. ~tei.A. \-..1 ~ ' G'tr;J FLOWMETER READING, Gal!oi1s Middle Time, FLOW, gpm Transducer Surface:Gage REMARKS Minutes Reading, psi Pressure; psi ln11.lal Final Difference I&.>'~ \A~*(j)ffl \ \,ti)'":\-+ ""-"\.~-- -*--- *--- t:)~,.$¢ ~Cfi 13.sa./.<.l /;.;<:.R.IJ'--4~6! P"L(OI;J tt.o\ \A 'L'?>l/J ¢ '(/) (.o4, 4,1- 3 '2 \ \\0":.\-":.\- ~l.!Do:t1-
U..Jl \ 't.SVft(tJ \ \ ~ ':\-'l \\lb-=t . ¢ .* ¢
- :=\\.i..D$ ?>"L \l, t tC~\"3tfl \\tD't'1' \ \41~+-- *¢ <}) ':l\.w<3 ?>2... \{,\ \'4\lJ~ \ \<P~1- '\ \((l=J (/) ('/J' *~\.Sl 3(. \LDill,..3~ . *\ \(D'q-'1* \ \ (/) ':ti* p 0 . ::n ..:::tc., 3Z \ LD 1 ~"'+liN! \ \W':J~ \ \13'":.\-1.' ¢ (/J q. \:1t\ '?.>~ \I.D \ t1- 3/P \ \ l/)~1- \ \{/Y<i-'CI- 0 r6 -q \,'ZW '32. .- \(a\ \E)\@.\t? \\ (t)~:q \\lEI:_* (/) ¢ "q.\ .Stlr . o:Z \Lv \ \'7\'"W \\$"::\ . \\ lti":J-l- ct; * )D "f-L. (j)C, ~z. \<..,\(~\@1/l \ \Wi-'1* \ \(/J':."{-"".1- ¢ ¢ ':t~.~ 3-z... C':f~. ~-6 ~ t-3 \\., '.. ~ t;> \3Q \\ <t> 'l*":f \\ tP"=\-'~- - qj r;6 +\,AL\ . *-3 z. t Ct.> : ().Ot t/J(]J \\ t[Y~";I. \ \tJl';'{1- q5 ¢ -q,\_0 '1(..;. 7>'2.- e;,._,r;::, IL. i Zht,P.t .l3 D'77,n~>.... u4Ar5 .~ 3¢,2"7* I (..1 K'.-CJ f/J~ P'T;:;:.P 7it?.AI--l 5 * ~ 2-E I ())5 "Fron1 Prellmlnary*Sorlng Layout Survey Fom1 Approved for' us~ on Clinch River SMR Project- J. A. Tlce, Technlcall.ead Form Rev 0 - Reviewed by C/f,l- ('\,. ((<'t { tJ Clinch Rive.r Data Report Rev. 4 CRP-1112.16 Page E.3-468 of 515 DOUBLE PACKER. BOREHOLE PERMSABILITY TEST DATA SHEET AMEC ENVIRONMENTAL. & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Pro!ect J08 .NO. 6468-13-1072 DATE: "':f.~ 8 -l '3 Boring No N\(/>~422.. Borehole Diam~ler,ln.:~,g Total Borlng Depth, Ft. G~d Elev, Ft: 3!'79.~ ~ ,ni- ]2¢ <;:aslng H~ight above ground, Ft: IP Elev. Toy of Casing, Ft. (Gnd El~v +Casing Height): B(/)0, :2- .=Datum
. ~ilk' 11.. ~liJ U~, "q*-(<'t>-13 GS

TEST !D:MP-4'22 "t.'L- Test Jenglh: _L.~TesY$ectlon Depth (from*l:nrltl1'1'1): From 5(/), 0 To 6" T*5 (A) Depth to Water Table From Datum, Ft: 4, 8 I Test Water Temp:.Mf Baro Pressure, psi: 14.45 (B) Surface Gage Height Above Datum, Ft. R,, (,'5 *Depth to Center of*Test Interval From Datum, Ft; 53.*
(C) Distance Water Table to Center ofT est InterVal Ft. 4'3, ;0j Statio water pressure at center"' (C*62.4/144) t Baro,. 3((;,. MAXIMUM TEST PRESS URI;, Po= ([A+B*1J.+ c*o.57) [Po= 3Ce> ] Test Pressure sequence::; 113 Po, 213 Po, Po, 1/2 Po, Po .
. Sequence !D: A 8 C D E Po Va. lues; 1/3 Po "~; 2/3\Pq=~ ; .112 Poe~ \ 8 Add Appropriate P9 value to statio pressure at center of test fntarval TEST NO.Jv!P*422 Etseque~ce No.
~ffi. l*\- 14 \I ) *- 'D Planned Center Pressure: .. 5* A "-t" Transducer Readings Before Packers Inflated: Top l':..l * 'oS .: Middle ~~ "%4 :. Bottom: '39>~'8 Transducer Readings After Packers Inflated: ,Top 2 '2.- '~(o ; Middle '3 <o 8 'l. : Bottom: 1.3/~S (:;_ 1?JNet..it--J * * ~ ~if<;)) FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial . Final Difference \ L..\ "Z..') \ "3tp \\ (J)'-=t""+ ---- ----*--- ------ I' 1-\A-~ '3'~
IV
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Prom Preliminary* Boring Layout Survey Fo1111 Approved for'use on Clinch River SMR Project- J. A Tice, Technical Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3469 of 515
DOUBLE PACKER BOR!::HOLE: PERMEABILITY TEST DATA SHEET . AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME:*CIInCh RlverSMR Project JOB !'JO. 6468-13-1072 bATE: J.- 8-1'3 Boring No N\f'~422.. Borehole Diameter, ln.::0 113 Total Boring Depth, Ft. :.]2¢ Gnd Elev, Ft: x'7'9,'? * <;:asing Height above ground; Ft:~':2""f Elev. To~~of Casing, Ft. (Gnd El~v + Casing Height): Bi2!0, :2- =Datum
TESTID:MP~~-zz ~'1; 951.- I"' I (r)
Test! ngth: ]:,5 o.~ . ':! ~\~- \~
GS il:Tes*SectionDepth(frorn.Glall:lmY, F'rom5(/)J}J To59*5 _
(A) Depth to Water Table From Datum, Ft; 4*8 ! Test Water Temp:~ Bato Pressure, psi: 14.4:;2 . (B) Surface Gage Height Abbve Datum, Ft. ~, (.&> S Depth to Center of* Test Interval Froni Datum, Ft: 5 3* (C) Distance Wate: Table to Center ofT est InterVal Ft. .fi..&J Stall a wate1' pressure at center= (0*62.4/144~ + Bare ., 3 <¢ J . MAXIMUM TEST PRESSURE, Po "' ([At8*1].+ C*0,57} fPo "' 3 Co 1 Test P~ess~n*e sequence := 1/3 Po, 2/3 Po, Po, 112 Po, Po .
. Sequence ID: A B C D E Po Values: 1/3 Po=~; 2/:3 Po=~; 1/2 Po= l8 Add Appropriate Po value to static pressure at center of test interval
. TES1' No. /v'IP-422 .?!2-~tcM~~la No. E . Planned center Pr~ssure: -=t-1 Transducer Readings Before Packers Inflated: Top 2::..1 ' oS .: Middle "?,S * '54. :' Bottom: '3 '9 .~'8 Transducer Readings After Packers Inflated: Top 2 'Z.. :~c., ; Middle '3 Co' '8 '2.. : Bottom: 1> 3/"0S FLOW METER READING, Gallons Middle Time, FLOW, gpm
Transducer Surface_'Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference ll..\ 1.~\ '3(/J I I!P1-*~ ---- .._.--- ---- 5'5, 1*3 IS 73&6rlfo.l iNCii!.C-4$rs' P'(.,&Jf.o..J

v. b \1.~\4l<Jl ~\(£1':\ H<P'ff. d> <6 (o I. 412? 3c
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From Pre!iminar:rBoring Layout Survey U1 Form Approved for Use on Clinch River SMR Project. J. A Tice, Technical Lead Form Rev 0- Reviewed by cjlr /1.,{(4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-470 of 515
DOUBLE PACKER BOReHOLE PERME.ABIL11Y TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River $MR Protect JOB .NO. 6468*1'3*10Z~ DATE: J. ~ 8- q Boring NoM\"~ 4zz.. Borehole Diameter, ln.:73 ,'8 Total Boring Depth, Ft. :3 2¢ Gnd E!av, Ft ;r;>9 ;'? ~ Casing Height aboV~J ground, Ft:_t&i- E:!ev. Top. of Casing; Ft. (Gnd Elev +Casing Height):. B<i1!01 '2- "'Datum . . 41t- !~( l1 It) 0 ~~- ;t-\((H""5 6'5 TEST IO:MP- 4 '22 ;t1.- Test teh~llt ";h 5 lTest Section Depth (from.J#atl:li'l'l'): From 5((), 0 To 5 T* S (A) Depth to Water Table From Datum, Ft: 4. 8 I_ TeetWaterTemp:~::: Baro Pressure, psi: 14.45. (B) Surface Gage Height Above Datum, Ft. Z, Co '5 Depth to Center ofTest Interval From Datum, Ft: 52!.* (C) Distance Wate: Table to Center ofTest Interval Ft. _4:3, ~ *static water pressure at center= (0.62.4/144) + Baro = 3~ MAXIMUM TEST PRESSURE, Po"' ([A+B"1] rf. c*o.57) [Po= 3 Ct> J Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 Po, Po Po Values: 1/3 Po*=~; 213)t'
.--; 1/2 Po= 18 Sequence ID: A B C D Add Appropriate Po value to statio pressure at center oftest Interval E
TEST NO. A-iP-422 Z'lse~1;~\~J~ A . Planned Center Pr~ssure: 4-*B Transducer Readings Before Packers Inflated: Top '(y ( , *z, S .; Middle 35.,?4- :. Bottom: Transducer Readings After Packers Inflated: Top £,~, 'll~ ; Middle ~Co *8 Z : Bottom: MP-4Zt: zz Se~ A vo** ~ *D (l<uO.G.~D l<fS'A0c$R 0\0 .1-Jo-r 'l~co Rb FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer Surface. Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
~ Ll.;.b., \ ?:,(/) I ¢9G.~ ---*- ........

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From Preliminary-Boring Layout Survey 9f0 ('Z... {ft PJ Fonn Approved for' use on Clinch River SMR Project* J. A. T!ce, Technical Lead Form Rev 0

Reviewed by Clinch River Data Report Rev. 4 CRP*1112.16 Page E.3-471 of 515

DOUBLE PACKER BOREHOLE PERMEAl'liLITY TeST* DATA SHEET AMEC ENVIRONMENTAL &INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllnch River SMR Project JOB _NO. 6468-13-1072 DATE:":{-~ 8-t'3 Boring NoM.(!>* 422... Borehole Diameter, ln.::O 1'8 total Boring Depth, Ft.~~. Gnd Elev, Ft: :Z'Z'3 .'?

Casing Height above ground, Ft: !ll(l~ Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 6¢¢\ '2- .=Datu~

. * * ,. 4dv IV 19_/f) n~, :,.. ttl)- n GS . _
TEST ID:Mf~S'22 'to V Test le gt~; 7-,5 "1CrestSectlon'DepUi (from&tt:Jm): Prom 511), ¢ To 5 Y*"J (A) Depth to Water Table Prom Datum, Ft: 4, ~ TestWaterTem.p:~ BaroPressure,psl: /4.45 (8) Surface Gage Height Above Datum, Ft. Z., Co ':i Depth to Center ofTest Interval From Datum, Ft: 5$.*
(C) Distance Water Table to Center of Test Interval Ft.
~ Sta\lowater pressure at center= (C~62.4/144) + Baro., _ 3~
MAXIMUM TEST PRESSURE, Po= ([A+B*1] .+ c*0.57) [Po~ 3Co ] Test Pressttt'e sequence;= 1/3 Po, 273 Po, Po, 1/2 Po, Po

Sequenc<~ID: A B C D E! .

Po Values: 1/3 Po"'~; 2/3 f.'o"'/ Zt4.. ; 1/2 Po"' \8- Add Appropriate PQ value to static pressure at center of test Interval 01... t'Jrl~~ () ', ' .
A I
TEST NO. ~P-422 z2seque~ce No, Planned Center Pressure: . . '
Transducer Readings Before Packers Inflated: Top _ _ _____,; Middle ----'---': Bottom: - - - - -
Transducer Readings After Packers In-flated: Top ; Middle -~---: Bottom: ~---
MP~ 4Zie. 2::~ sl;"ci;) A \I 0 t'\) CR~...,~,C:\G'O -R.G?A.Pt?/'2. P\0 NIS"( 1<GCOt'2.Q)
FLOW ME!TER READING, Gallons Middle Time, FLOW,gpm Transducer Surface. Gage REMARKS Minutes Heading, psi Pressure, psi Initial Final Difference 14~ ~L\\ "'J(j \\ fP'"fS \ \j{}lG AS~~~ ~
S~\C/JIJ \ \ (j)<q.L, \\(/) ":\&.> .,L\8,\~ :.:>
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From Preliminary* Boring layout Survey

!=ann Approved for'use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by.glZ- f--v/lt(J{i)
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-472 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY lEST DATA SHEET
. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clfnch RlverSMR ProJect JOB .NO. 6468-13-1072 DATE:].~ 8-['3 Boring No_N\ I:"- 4Z2.. Borehole Diameter, ln.: :'3,8 Total Borlng Depth, Fl. :1$ 2¢> Gnd Elev, Ft: :1'29 .':>

c;:aslng Height above ground, Ft:~ll Elev. To~Casing, Ft. (Gnd El~v +Casing Height): B~ttl1 '2- "'Datum TEST n~~MP-422 ::e.tt ~<1r'esWJ~~~~? ], 5 't Tests!iio~<PDa~~ (from*~~): From 5<tl. <b To 5 :r.s (A} Dep(h to Water Table From Datum, Ft: 4. 8! Test Water Tem'p:~ Baro Pressure, psf: 14.45 (B) Surface Gage Height Above Datum, Ft. ~, Cc '5 Depth to Center ofTest Interval From Datum, Ft: 53 .-

(C) Distance Water Table to Center ofTest Interval Ft. 4<3, 2-1 Stallo water pressure at center .. (C*62.4/144) + Baro"' 3 <C

MAXIMUM TEST PRESSURE, Po"' ([A+B*ij .+ C*0.57). [Po"' 3G:. j Test P~ss~tre sequence ;ot 1/3 Po, 2i3 Po, Po, 112 Po, Po

Sequence lD: A B C .0 E

. Po Values: 1/3 Po =_lL: 2/3 Po:: ;2,4. : 1/2 Po::: l8 Add Appropriate Po value to static pressure e~t center oftes! fnterval TEST NO. f.A.P*422 ~1.-S~1llle~~4J9. B Planned Center Pr~ssure: 5*9 Transducer Readings Before Packers Inflated: Top ~ \. ~S : Middle 3"0, SL\- :..Bottom: ~ ~. 33 Trans~ucer Readings After Packers Inflated: Top i(.-~

3 C.,

Middle '?>G. J 82.. : Bottom: ) ~ 1 ~';)

MP~4ze 'i:.~ . SJFQ 8 \/01 \) {RLl61.GGl.:'> -R~A;oc;:a. U Ib 1J b ( ' 1?GCo /'Z.O" )
FLOW METER READING, Gallons Middle Time, '.
FLOW, gpm Transducer Surface.Gage REMARKS Minutes Pressure, psl Reading, psi Initial Final Difference
~.
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From Preliminary*soring Layout Survey Form Approved for'U$e on Clinch River SMR Project" J. A Tlce, Technical Lead Form Rev 0- Reviewed by SJz, I~(/fo //J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-473 of 515

llOUBLE PACKER BOREHOLE PE!RMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: .Qjinch Blver SMR Project JOB NO. 6468-13-1072 DATE: "1-.

8 -I '3 Boring No IV\ f'- 42Z. Borehole Diameter, ln.:~ ,8 Total Borin~ Depth, Ft.~~ Gnd Elev, Ft: .m.i2. *

.Casing Height above grou.nd, Ft;~'Z..t- Elev. Top~fCaslng, Ft. (Gnd Elev +Casing Height): B¢0, '2- =Datum
' ' ' l-JI..'. ! I I(> (') *J<',.. 'Cj - I <tl- '>
=tt
(.'1..., '
TESI ID:MP-!122 Tes leHgth; y.,5 '_!re,sfSectfon Depth (fromoGa!ttm): From 511J, 0 Tor; 9*'5 (A) Depth to Water Table From Datum, Ft: 4. ~ I Test Water Tem.p: B~r' F Saro Pressure, psi: 14 *45 ,
(8) Surface Gage Height Above Datum, Ft. ;<',,Go'S Depth to Center of-Test Interval From Datum, Ft: 5'3~*
(C) Distance Water Table to Center df Test Interval Ft. 4 '3, :0) Statio water pressure at center= (C*62.4/144) + Baro = 3 (p I .
MAXIMUM TEST PRESSU~E, Po ..., ([A+B*1].+ C*0.57) [Po=< 3 Co ] Test P~ss~re sequence := 1/3 Po, 273 Po, Po, 1/2 Po, Po .

* * . ., Sequence ID:, A B C D E .

Po Values: 1/3 Po.,~; 2/3 Poj~; 1/2 Po= 18 Add Approprlate Po value to static pressure at center of test Interval TEST NO.,YP*4Z2 ~~~J~~i. '
C Planned Center Pressure:
'f*/ * . * '
Transducer Readings Before Packers Inflated: Top 2..l. 7>5 ; Middle ~'5,';?4. ; Bottom: ~"::-), ;.)'8 Transducer Readings After Packers Inflated: Top 2* Z., "SG> ; Middle '?)6;, *S 2.... : Bottom: ~ ~ * '?J<;;)

MP~4Zf. ~g, Str"Q c... \/0 rD* CRu.&. &,tg- t::> 'R<it.>.D~~ 'DID ~o*'f :126"c:o~~-

FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer Surface. Gage REMARKS

Minutes Reading, psi Pressure, psi ln111al Final Difference 1"51\Z\1¢ 1\(/)'~<.t>

.._ ............ __. ,....._...... _ -------- 58.4¢ I"V 73&-6111..1'
..'tJJC..UA-Hr /t'l)..e>L 1'5\ \ ""J i W(/J \\ IP"::.u l \ (,b '+G. '58,2.4- 3t0 1?\ *~:~ 3(/J \ \(/) *::r<... ~Vf~ (a*=ra-s 3(!)
. \s \ 14- cp (/) \\t,/)~~ \ \ lj) "::t(p ':tCP,lbB 32.
. I~) I 'A ~ttl \,\ttl~& \\({.)':tV, ~ ':.>,'33 '3i 151 l c;; t,p(/) . lUfl-q.(.. \\ i.Jj~c,. ':trJJ. "58 S\Zl l'$1 ~s 3£1 * \ \(£.i'q(s, \ \(/)'*1~ . *q(j),l..o'2. l3¢
\S't \0, {j)C/J ncP'=t& \\{J):tto c:... 9,~'7 ':?<?!
t '?> ~ \v ~(/) \ \~ '::j{,. \\{jl~G> --:.; Cf) t 1/J 7.... '00
\~\ I~:~mZ '30 I CS I. 't*t '30 \ \(Jl"\G. \ \(t}~C., 1(0. \4 '3 (jJ
\ 'S 1 \B 4-Jr,O "~~(,_, \ \(J')~(t, 'f@J/!l ... '3 (t1
\S\ 1e:~q; \\ ~:t*{p \ \({)*::u~ fu 9>, 'q.-9 3Cd V5~ lllJ 01.b \ \.lb1*(o
G.~l8'f 3cP
- F5 l 2.1/) / lj}ft "Bo7("{!)/V) ?'£AIV5' *~ 31.5p/
I":> {Z¢l4:5 foP /;e.A,/o.J5 2>3. t/)f.a ~-

From Preliminary*Boring Layout Survey Fom1 Approved for Use on Clinch River SMR Project- J. A Tlce, Teohnlcall.ead Form Rev o- Reviewed by ';(fl., fn.- {10 {(>

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-474 of 515

A '
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME:.Cilnch RlverSMRProlect JOB .NO. 6468-13-10(g DATE: 3> 8-q Boring No N\.f'* 4-ZZ. Boreh;le DlamEiter, ln.:~ ,iS Total Boring Depth, Ft. ~ 2¢> Gnd Elev, Ft: 1,'3,':) *
<;:aslng .Height above ground, Ft:..Q
'1 ~
TEST ID:MP-l\-'22 =t..y- Test engtn:

1 m1~ :tl */,l

~ 1/
]-,
Elev. ToR ofCasfng, Fl. (Gnd Elev + Casing Height): 6~0.1:,*= Datum*

5 ((

n~. :t-\cP-,""':> Gt'?
Test Section Depth (from.t;;lattlm): From 5f/J, 0 To 5' T* S (A) Depth to Water Table From Datum, Ft: 4, 25 I Test Water Tetn:p:~ Bam Pressure, psi: .14 *45 (B) Surfac;e Gage Height Above Datum, Ft. ~ Depth to Cent~r ofTest Interval From Datum, Ft: 5'3. *
(C) Distance Water Table to Center ofTestlntsrvafFt. _49, ;c..j Statro water pressure at center"' (C*62.4/144) + Baro = 3<e.
MAXIMUM TEST PRESSURE, Po"' ([A+B"1) + C*0.57) [Po= 3Cc ] Test Pressure sequence:' 113 Po, 273 Po, Po, 1/2 Po, Po .
. .

Sequence 10: A B C D E*

Po Values: 1/3 Po., \ *?..,.~ 2~<<eTI? ~4. ; 1/2 Po=> I 8 . ~~d Appropriate Po value to static pressure at center of test Interval TEST NO. P1 P* 422 m_,seque~ce No. '"D Planned Center Pressure: SL\
Transducer Readings Before Packers Inflated: Top Middle *______ : Bottom: _ _ __
Transducer ReadlngsAfler Packers Inflated: Top ~----; Middle ~----: Bottotn: - - - -
\/0\D 'J MP~ 4Z~ 'i':,g, 515'~!) ( '\<_~ 1!<\Chc:i'O K<F~\..>~4<: 'Qir::::> 1Vo-r f?ec.oJeO FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer Surface. Gage REMARKS Minutes Reading, psi Pressure, psi lnlilal

Final Difference r--*

f s *,z. 2. fl {/) I I (/) -q. '-' .,....-- .... ..---- --*- 58.38 /7-tS ; z (._'~(.6 \ lvl:P'<l(.. \ \.ltl"::fC... 51)n4 /"'::)-
l~lZ..~ \ \t;/)'=\-L. \ \ IP'<t-(.. s-:=t rtb 1'1--
- 'Dta-te6f7~Sd- P~;.o~
l '51 2.11 ~U' \ \.1/l"O:t<.. \\~~ '5~.s~ LS r IS t 2.-tl: (/J(/) \\tP"fG. \\..G?".f(, '5'5",¢.1~ l"S I? ', 24 't>Ctj \ u,b':{-(p i05.~g tS
~<0 ~ 2~ (/:Jrf; \ \ fP-=tc.,. . 5i0,¢(f) IS lS Zl:f>"Bl.P \ ~(/}":l(p 5S,l"t i '5cn.wz. \'5
\'5. 28'1'3(1!
1

\ \..(/) 'q*(o . . .54.~4 tS i.-7

'Q'1>.l>.~*
"'l--t;;. \3 .
tc;) \ Z~\(/J() \ ,.'P'~~ r:ss ,, '- \'3 IS I Bli (JJtp 13C>'f'7C>"'- T~N$ ~ 3 t. "2.-5 IS B~:(Jttl
,......_., "'(;~~-l'S I~ 'T.<::>P T£il.toJ$ *r 'Z.'S,@?.

From Preliminary* Boring Layout Survey Fo1m Approved for'Use on Clinch River SMR Project* J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3475 of 515

DOUSL.E PACKER BOREHOLE PERMeABILITY TEST DATA SHEET *
. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR PrQ].Mt Boring NoM 1."* 422... Borehole Diameter, ln.!~,g Total Barlng Depth, Ft.J..SL *Gnd E:lev, Ft: 1)1'3 ,":J

Casing Height above ground, Ft~-:f Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): B00, "2- ."' Datum TEST ID:MP-4'2?

t f f \*
~ t "'Test't gt~,
~ . q?
f', S 'll~seJo~ b~pt~'&romQ~~: From 5(t), </) To 5 ]2, '5 (A) Depth to Water* Table From Datum, Ft: 4 *81 Test Water Tem.p:~ Baro Pressure, psi: 14 *45 (B) Surface Gage Height Above Datum, Ft. Z., Ct>S Depth to center of Test Interval From Datum, Ft: 53.*
(C) Distance Water Table to Center of Test Interval Ft. 4 9, 2..1 Statio water pressure at center= (C*62.4/144) + Baro = 3 <C MAXIMUM TE;ST PRESSURE, Po = ([A+B*1] .+ c*o.57) {Po"' 3.Cc ) Test Press~re sequen~;: 113 Po, 213 Po, Po, 1/2 Po, Po .

*

A

Sequence ID: . A B C D E Po Values: 1/3 Po"~; 2/3 P.q~ ~; 1/2 Po" \8

Add Appropriate P?valueto static pressure atcenteroftea!lnterval TEST NO. MP*4Z2 Z'l,seque1~ce 1fl* ~'~~h~!P t!lo.

/.::::;
Planned Center Pressure:
'-:1 I T * *

Transducer Readings Before Packers Inflated: Top 'iO\, ~S . ; Middle 3"5, 'SA. :. Bottom: 3~. *~ B Transducer Raadlngs After Packers Inflated: Top 2.!~*"3£... ; Middle 3C.. .s Z- : Bottom: ~ ~

SS MP~4Z£. i:.~ SIF~ G' va tu {'1f< U.GLC<t.~

R:".C'§AI.)~(<::
.. "DtO !-j.o r '1?r5-:<:::.ol2. o)
FLOW METER READING, Gallons Middle Time, Fl.OW, gpm Transducer Surface. Gage REMARKS Minutes Reading, psi Pressure., psi
. 111ltlal Final Difference JS'I'St./1.1 ~ \ \.ID ~*<...> .,-.--"- - --- IS
'ffl~tP I
"5'5. ~C/) livi!:R.?"'i3.'5'r. PLo<...,
/5J 32/3(/J \ \fb ":\-tu II (,ll q,.+ 0 (,6 . ~"q. :rz. 50.9 fc:>\":>31 tNfJ \ \.(,l>~1- \ t IP':I\* :~. Cb ct> r:&:g . '3(,b I J.YCI7,./{'I!.~z; Fe. ow IC:.,' *:,1,\?(/) \ \¢"'::\-'"\* ~ I (ll-:t'i- d5 (/> 4:. ~.4-'z ',?l~ t '5' 7:! 4?>(fl \\ f/)'<::f.t- 'l\,(,11++ C/l ~ '1Z*4¢ '34
\ c;) 'I 1>4 "3 (/) ' \ \/l)~"".\ \ \{pq l- (j) (./.; ~2..1S '34 t~1 "'?:>S '31J

uqr=r:t \ \\{)':.\'.':\. . (/J qJ 'qz,;:;:v\ ~t\.

\S\ ?>S~cP \\I{J"i:;i* H<l'~-":t ({J c6 ':l~.AfJ '34 DL.~~ \\ C~'1":l- \ \(p.":\;*~. t/) rp "'1-2,,';!41 3.:\
\~\
- (/>
\<:5~ *~t..\. )CJ \\lb':\;':l \ \(1)'7.\~.
¢ '12.. ;'52_. '34 t<S { *~'\ fPcp \\{j)~":\- \ \(fl'";f1 -~ cp ':f£ .,2.(, '34
\<~ 1 '?>*1*~ {j) \ ~(!1'1:1- \ \ ~-=1-'1-- d> ¢ 9?-..,'=r~ . . 34
\s \ "J~ t;cJ \ $/)"..:\"\ ~\lb7.'.\+ (/> (/> -:r..z ,88 '34
\':*
-;:., 3B~Ul
\
.\ \W=tt~ t \<b~ ":t Q) ¢ '::t-2,,2-) '3L\
\ ~\ ":> CJ\il>fP l\.(1}';:\-"t \ \QJ '11 (/) c4 9Z.t,..,c. 34
\S\~~'1?,()1 \ \l0':'\-"':1- \ \([J-.,.1 0 (/) *.:rz. t](.. ~4. b/....lD 1'5 \L\tP : (/>(fl *13t>'7(~A '?7e4.();l ~ 3 {, ¢1./
1Sl4l :1/)/J ./oP. 7RAt-J:5 £3. (flq

*From Preliminary* Boring Layout Survey Form Approved for' use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0 .. Reviewed by Scft l& (I~ (/?

Clinch River Data Report Rev, 4 CRP-1112.16 Page E.3-476 of 515
DOUBLE PACKER BOREHOLE PERMEAJULITY TEST DATA SHEET Page2 BORING: l'J\'? .. ~ ~1!.
1~ 17 4e,;( AyflwJ ~.
DATE: 'if* B- l~ . * . Ai ~c. -t--. 1'( ~t.t J
DATACOLLECTED BY: To/..A. M*~G,w..../..JI,..._ GooOAt<eP SHUT~INTESTPRESSURE: IJ lk ((£' nJJ~ II'J psi ~ rvll~ lt3 TIME, SURFACE GAGE CENTER TRANS~
minute PRESSURE~ psi PRESSTIDTi'. . 1
""' ....... "$
\ ~1 "'--'- ;:::::.--
-..."\ ~
NI...J ~ '"
~ ~ J-'<1. '1-f\*- \0
(._
EQUIPMENTUSED .
Transducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6/12113; 315381JR24039 (Intermediate) 61207:{3; l41142/R20367 (deep) 6120/13; 315380/R24038 (spare) 6/20/13~--------'*-----
I' Surfa~e Pressure Gage: (Both Wika 213,53) ~ MW~3 (at.pump); MW~4 (at totalizer) 6/11/13_~--
I Barmrietric Probe: {B3ro Troll) 121315/R22g69 6112113 Flow Meter: (Master Meter 1344) - 8824788 field checlted 6/25113 I Stop Watch: {Sportline 220)..:.. L286/278§ 6/10/13 of Date Calibration: Dates i:n italics after eguipment SCl'ial number
! Calibration due: _Post Testing,_ _ _ _ __
I. Flt...G~ \~C..\,t...\.~1£ ZR.. <..e) b...LL. S<:;:li.?.Lt$NC6"5 ~
cz~ . 'q-8*\.~

7:.¢\~- <P s \ <-.o A '1-.,~<3 I N\~ ~ 4~a. ~ ~ *1, ~ WSL I \\1\? <-4~'?... 't::2. (~) g,(j)\~-¢1*- C'/)'0 ll.o A"::\/2-8 El(C..E.l.

I IV\?~ 4~*~ t.Z. (\) ~<:b \ ~ ... <Zr=1 ~ <b8 1.l.a , L\ (, , (fJ "3 '\J.-.1~ '-
I 1\l\.~- 4~~ 'Z:.Z. (\) ~¢\~-- C/PI.-- C/JB l (.., £\.(o J//3 I
SXCE'L.
~? ~ 4-~-a., t~ (I"'-) (2..(1) \ ~ - <$1_*- (/) 5 t't.:,,44.'3(,., VJ:SL
. N\P ~* L\a:~... ~~ (IV\) ~(,b t~ ... Cb'":f- <b5 \<o.L\413(., 12 X C.6-L....
N\?- A~'a.. ~~ (.L) 0(/) \ ~- (l)q- 08 Ito .L\~.'GI \/J 'S L N\.\)~ 4~~ '~:<... (L) . ~¢ \"~- (/)'"":{ ~ ¢8 \<.t>AZ-.2\ E'XC.r:::L.
Form Approved for Use on Clinch River SMR Project- J. A. Tlce,'Technlcal Lead Form Rev 0- Reviewed by Cf(/./ l'"*z.,\14l {J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-477 of 515
Clinch River SMR Project Prepared by: ,t:. t:J"r Date: &f.-f! Date:
Double Packer Borehole Permeabi lity Test Data She~;~t Checked by:
4-tJ*(J-AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468-13-1072 8(:}~--
Boring: MP-422 Zone: Z3 170.0 feet to 177.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) Sequence C (Po)
Elapsed Time Flow Rate Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 11:57:00 0.0 91.32 12:09:00 0.0 136.24 12:19:30 0.0 182.02 11:57:30 0.5 91.32 0 12:09:30 0.5 136.48 0 12:20:00 0.5 187.87 0 11:58:00 1.0 95.40 0 12:10:00 1.0 136.36 0 12:20:30 1.0 192.84 0 11:58:30 1.5 95.42 0 12:10:30 1-.5 145.18 0 12:21:00 1.5 194.73 0 11:59:00 2.0 100.86 0 12:11:00 2.0 149.83 0 12:21 :30 2.0 194.02 0 11 :59:30 2.5 107.75 0 12:11:30 2.5 159.36 0 12:22:00 2.5 194.94 0 12:00:00 3.0 119.01 2 12:12:00 3.0 159.34 0 12:22:30 3.0 195.75 0 12:00:30 3.5 118.81 0 12:12:30 3.5 159.13 0 12:23:00 3.5 193.86 0 12:01:00 4.0 118.67 0 12:13:00 4.0 158.15 0 12:23:30 4.0 193.95 0 12:01:30 4.5 127.57 2 12:13:30 4.5 159.66 0 12:24:00 4.5 195.32 0 12:02:00 5.0 127.68 0 12:14:00 5.0 158.90 0 12:24:30 5.0 196.51 0 12:02:30 5.5 127.45 0 12:14:30 5.5 159.13 0 12:25:00 5.5 194.28 0 12:03:00 6.0 127.13 0 12:15:00 6.0 158.27 0 12:25:30 6.0 195.86 0
.12:03:30 6.5 12'Z.38 0 12:.15:30 6.5 15.9.41 Q 12:26;.0_Q 6.5 W_4.22 0 12:04:00 7.0 127.32 0 12:16:00 .7.0 159.49 0
.. 12:04:30 7.5 127.13 0 12:16:30 7.5 159.27 0
. --- 12:05:00 8:0 1-26:96 0 -
12:05:30 8.5 127.14 0
- 12:06:00 9.0 - 12}'.22 - _Q_
12:06:30 9.5 127.15 0 SequenceD 1/2 Po) Sequence E (Po)
Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 12:29:30 0.0 157.33 12:41:30 0.0 141.20 12:30:00 0.5 157.50 0 12:42:00 0.5 186.56 0 12:30:30' 1.0 157.35 0 12:42:30 1.0 194.40 0 12:31:00 1.5 148.87 0 12:43:00 1.5 193.53 0 12:31 :30 2.0 148.33 0 12:43:30 2.0 193.27 0 12:32:00 2.5 145.65 0 12:44:00 2.5 194.03 0 12:32:30 3.0 146.29 0 12:44:30 3.0 194.24 0 12:33:00 3.5 142.96 0 12:45:00 3.5 195.17 0 12:33:30 4.0 141.75 0 12:45:30 4.0 194.45 0 12:34:00 4.5 141.50 0 12:46:00 4.5 195.54 0 12:34:30 5.0 141.48 0 12:46:30 5.0 195.07 0 12:35:00 5.5 141.41 0 12:47:00 5.5 196.84 0 12:35:30 6.0 141.86 0 12:47:30 6.0 196.90 0 12:36:00 6.5 141.77 0 12:48:00 6.5 195.12 2 12:36:30 7.0 142.01 0 12:48:30 7.0 196.23 0 12:37:00 7.5 141.29 0 12:37:30 8.0 140.97 0 12:38:00 8.5 141.75 0 12:38:30' no reading 12:39:00 no reading Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-478 of 515
MP~422 Zone 3 2.5 .---
A A o.s 0 I I \ ----.
o.o 1.0 2.0 3;0 4,0 s.o 6,0 7.0 8,0 9,0 10.0 Elapsed Time (minutes)
~1/3Po Notes: Test pressure* approximately 1/3 oHhe maximum test pressure*(Po), Flow rate typically me~surad over a 30 secon_d Interval.
MP*422 Zone 3 0.9 0,8 -----------------------------*----------------------------------~-------------------
0.7 +---------~---------------------------------------------------
0.6 l
-~------------------
~ 0,5 +-----------------------------*-------
g n: 0.4 -----
0,3 ----------------------------
0.2 0.1 +--------------------------*-------
0 *---*---.--*---*--- ..----,--11---.-----.-----~,---,.---*--,
0,0 1.0 2,0 3.0 4,0 5.0 6.0 7,0 8,0 Elapsed 11m a (minutes)
---"-2/3 Po Notes: Test pressure appr*oxlmately 2/3 of the maximum test prossuro (Po), Plow rate typically measured over* u SO second Interval.
Prepared by/Date: _ _K....,J.l+L,.---;//,_.(1,....,./_fl(--,---.-
Checked by/Date: ---fo-H-~=I{l"""~~Y£_._?..~.zt!_,_t4.~--_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-479 of 515
DOUBLE PACKER BOREHOLE PERMEABI
,AMEC ENVIRONMENTAL & INFRASTRUCTU LITY TEST DATA SHEET RE, INC. Page 1 of2 PROJECT NAME; Clinch River SMR Prole gt JOB !'JO. 6468-13-101£ DAT~:'=l-- 8 ~ \)
Boring No MP... j.'a~

Borehole Diameter, !n.:'3*<0 Total8orlng Depth, Ft. 3& ¢ Gnd Elev; Ft: )299,9

Casing Haight above ground, Ft: tP, z.-q.. Elev. 'Top, of Cf;lslng, Ft. (Snd Elev +Casing Height): E}¢<1>. 'G "' Datum

.*. . "tt - tp

l3 c.i S TE:ST ID: Mf'*l \2"2. , 1! o lest le.ngth:

9. ~ 0~ t Test section IDepth (from-9atum): From f'":::,. ¢, ~ To \?\".\

.~
(A) Depth to Water Table From Datum, Ft:_
l; ~ 1. Test Water Temp:..:3.:1!J-: Baro Press q"(),
\.
t--1?.~ 13

(B) Surface Gage Height Above Datum, ure, psi: ~~ \4 *<:_p A F.t. M_ 5 bepth to Center ofTest Interval From Datum

, Ft; I'~ A.('j)
(C) Distance Water Table to Center of Tesll nlerval Ft. \":!,'2.. "2..! Static water pressure at centet* = \0.62.4/14 MAXIMUM TEST PRESSURE, Po= ([A+B

4) +Baro = 85 )*\

1J + 0*0.57) 'tPo = llbZ., I ] Test Press

. ure sequence;= 1/3 Po, 273 Po, Po, 1/2 Po, Po Vah.1es: 1/3 Po = 'fJ.J...i/> ; 2/3 Po==

Sequ Po

(, 8 , l ; 112 Po= ~ 1... ¢ Add Appro ence 10: A *8 C D E priate P9 value to static pressure at cente r of testlnterval TEST NO. M~-~~~a t::~sequence No.
A

Planned Center Pressure: 1'2..:,,* \

II Tran~du_c~£RE!a<!lngs6eforeJ~ackers Inflated: Top **
Transducer Readings After Packers Inflate l-5, <.,*""-\.-..-.-; -Middle --* B3 : Sri Bottom: - 9 {; ~~
d: Top \ ~

L.. 1- ; Middle '7 \, "3 G : Bottom: 8 "S *-=\- \

- v s e~
I FLOW METER READING, Gallons Time, Middle Minutes FLOW, _gpm Transducer Surfaoe Gage Reading, psi Pressure, psi REMARKS Initial Final
.\ \ ~ '5q, \ Cb¢ \¢.9 5((> ..... ... -- ___ ...
Difference
~~-~z. ¢ '"Bi!i G!tM
\\ ~ 61' ~11 \QJ';l'Sc.. \O.::..)Sc., ¢ 0 9\/~(. ¢.
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\\\ S'i3\ '?>IP \..I.P9SG. \!PSI~ (/J (.6
., '?S..L\2.. \(l>
\ \'. 'S ';:) (f)(P ~q?S:)S,(... \ ({)q'S(., (jJ ifJ \ tP~.~(p \~
\\ '. 59\QUl \.l.{)c:;)SCn \ (/)<:;>~(,. ¢ (/J
\ <P1 ;:~S -oGS
\ ~ *. (/)(~: ({Jift \ltl95~ \ l > ~S"l- l z_ \\~,(Jl/ ~':)
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\ Z, \ (fl \ \ f.Pl/Y \CD~S1* W>~S7f 0 (/)
\ \.8,(Ql- 3'":t
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From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0 -Reviewed by (£1..c I"V~C.\j} .

Clinc h Rive r Data Repo rt Rev. 4 CRP
-1112.16 Page E.3-480 of 515

ML19030A975

Text

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