Text

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix E.3 Packer Test Data Part 01 Pages E.3-1 Thru E.3-43
	ML18003B001
Person / Time
Site:	Clinch River
Issue date:	12/15/2017
From:	James Shea; Tennessee Valley Authority
To:	; Office of New Reactors
	Fetter A
References
	TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
	Download: ML18003B001 (43)
	v • d • e

APPENDIX E.3- Packer Test Data- No Change for Rev. 4 Note: Packer Test Worksheets were initiated during the course of the field work. Therefore there is not one for each packer test.

COT 4-29-14 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-1 of 515

Prepared ~4~( f4...-

by/Date:~

Checked by/Date: C!t?T '-}1'3/!4 TABLE E.3.1

SUMMARY

OF PACKER TEST INTERVALS CLINCH RIVER SMR PROJECT OAK RIDGE, ROANE COUNTY, TENNESSEE AMEC PROJECT NO. 6468-13-1072 BORING ID ZONE TEST INTERVALS< 1> TEST SEQUENCES COMMENTS 1 27.5 feet to 35.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-101 2 145.0 feet to 152.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 3 190.0 feet to 197.5 feet 1/3Po, 2/3Po-, Po , 1/2Po, Po I I 1 41.7 feet to 49.2 feet 1/3Po, 2/3Po, Po, 1/2Po; Po MP-202 2 153.0 feet to 160.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 3 182.0 feet to 189.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 1 10.0 feet to 17.5 feet Not Tested Zone not tested . Water level below top of packer 2 28.0 feet to 35.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-401 3 77.0 feet to 84.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 4 237.0 feet to 244.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 1 27.5 feet to 35.0 feet 1/3Po MP~415 2 162.5 feet to 170.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 3 252.5 feet to 260.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po

- 1 7~; 0 -feet-to -82.5-feet Not Tested Zone Not-Tested. Borehole-wall *too rough for*packer *seal 2 89.0 feet to 96.5 feet 1/3Po, 2/3Po, Po, 1/-2Po, Po MP-416 - --- --- ---

3- '109.0 feerto 110.5 feet - 173Po; 2T3Po, Po: 1/ZP.o, Po 4 205.0 feet to 212.5 feet 1/3 Po, 2/3Po, Po, 1/2Po, Po 1 61.5 feet to 69.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-417 2 84.0 feet to 91.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 3 210.5 feet to 218.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 1 86.0 feet to 93.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-418A 2 139.0 feet to 146.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 3 240.0 feet to 247.5 feet 1/3Po, 2/3Po, Po , 1/2Po, Po 1 210 ,0 feet to 217.5 feet 1/3 Po , 2/3Po, Po , 1/2Po, Po 2 135.0 feet to 142.5 feet 1/3Po, 2/3Po; Po , 1/2Po, Po 3 120.0 feet to 127.;5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-419 4 109.0 feet to 116.5 feet . 1/3 Po, 2/3Po, Po, 1/2Po, Po 5 104.5 feet to 112.0 feet 1/3Po, 2/3Po, Po 6 55.0 feet to 62.5 feet 1/3Po, 2/3Po, Po 1 60.0 feet to 67.5 feet Not Tested Zone not tested . Water level below top of packer 2 79.0 feet to 86.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 3 100.0 feet to 107.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-420 4 132.5 feet to 140.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 5 166.0 feet to 173.5 feet 1/3Po, 2/3 Po, Po, 1/2Po, Po 6 186.0 feet to 193.5 feet 1/3Po, 2/3 Po , Po, 1/2Po, Po 1 57.0 feet to 64.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 2 99.0 feet to 106.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po MP-421 3 121.0 feet to 128.5 feet 1/3 Po, 2/3Po, Po, 1/2Po, Po 4

1 228.0 feet to 235.5 feet 31..5 feet to 39.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po I I 1/3Po, 2/3Po, Po, 1/2Po, Po MP-422 2 50.0 feet to 57.5 feet 1/3Po~ 2/3Po, Po, 1/2Po, Po 3 170.0 feet to 177;5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 1 48.0 feet to 55.5 feet Not Tested Zone not tested. Water level below top of packer MP-423 2 68.5 feet to 76.0 feet 1/3Po, 2/3Po, Po, 1/2 Po , Po 3 88.0 feet to 95.5 feet 1/3Po, 2/3Po , Po, 1/2Po, Po (1) Depths as assigned by Bechtel and referenced to ground surface.

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-2 of 515

PACKER TEST FLOW RATE GRAPHS Boring MP-101 Packer Test Intervals (below ground surface):

MP-1 01 Zone 1: 27.5 feet to 35.0 feet

MP-101 Zone 2: 145.0 feet to 152.5 feet

MP-1 01 Zone 3: 190.0 feet to 197.5 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.3-3 of 515

I I FiF No. 25847'-e01 nKOI*CY00*00006 I BECHTEL POWER CORPORATION Project No. 25847

Clinch River CPA Project.. Site Subsurface* Investigation FiELD INST~UCTION FORM .

5.$.7.2 Packer Testing ln MP 101 1-"?.:.J

Field Instruction: The following ~~~~e t zft\ree (3) de,Eth zones In which p.,~l'r* 1esting will be.'

conducted in borehole MP 101::* / . _ D C:,tf:P J?/.6(/.J

Zone 1: 27.5 to 3:;; t *lOW land surfaCE (+ o,s-.~::C) 6rf))t/~.!$"1 zone 2: 145.0 to 1 below land surface l_;l:. *~~l jlcfj Zone :.>: 190.0 to 1 .5 feet..oolow tand surface (_+/- 5;!~)

l/rA 1 .~

The desired pressure ranges that will be .tested In eact1 of the three zones are based on the calcutstlon ofthe te$1 pressures as provided ln AMEC Project Procedures CR?<> - Packer Pressw*e Testing fn Boreholes, Attachment B, (Bechtel Power lnfoWorks 25t:W7 0001 a~ooe) or latest revision l:'ili time of testing. The test pre$$ures wm be

..S.01..Vi4~CYOO-*

determfned just before the commencement of the tests by measuring the wider Javel at the start of' teet easiS\.IJustitlcation fc.r lm~truction:

The depth of the above zones was selected based on fracture ;z;onee Identifie geologic core logs, RQD anatysls r:~nd from the ac<Justlc televicewer logs. The from DRAFT d

limitation !s due to the rruaxirnurri cabte length of 286 feet. The justiftca bottom dtdpth tfon of the pressure ranges that will be tested will be based on procradure AMEC Project Proced ures Packer Pressure Testing ln Boreholes, AttachmentBl (Sechtel Power lnfoWo CRP~3 -

rl\s 25847.-601*

V14..CYoo~oo018~006) or lateet r~viG'lon at1ime of testing.

PAG 1 OF 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.34 of 515

FIF No. 25847-601..f<OI..CY00..00006 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project~ Site Subsurface Investigation FIELD tNSl'RUCTION FORM SpeeJftcatlon Section: 5.3.7.2 Packer Testing In MP 101 f!ield Instruction: The following ~ue the three (3) depth zones In which packer testing will be conducted in borehole MP 101 :

Zone 1: 2:.7. 6 to 35.0 feet be.tow land surface ( --1~ 0, $' ~~) G:f}) /l.yj,_~

Zone 2: 145. 0 to 153.5 feet below land surface {;f. 1 .\),\ jell l/r/t~

Zone 3: 190.0 to 197.5 feet below land surface(.,+/- 1 &!D

The desired pressure ranges that will be tested in each of the three :zones are based on the calcula1ion .Of the test pressures as provided in AMEC Project Procedures C~P~3 -*Packer Pressure Testing ln Boreholes, Attachment B, (Bechtel Power lnfoWorks 2584'7~601 ..V14*CYOO*

00018-00S) or latest revision at tlme of testing. The test pressures will be determfned just before the commencement of the test$ by measuring the water level at the start of test.

Basis/Justification for ln&truction:

The depth of the above zones was selected based on fracture zones identified from DRAFT geologic core togs, ROD analysis and from the acoustic televiewer logs, The bottom depth limitation is due to the maximum <".able length of 285 feet. The justification of the pressure ranges that will be tested will be based on procedure AMEC Project Procedures CRP*3 -

Packer Pressure Testing in Boreholes, Attachment B, (Bechtel Power lnfoWorks 25847,.601*

V 't4~CY00-00018-006) or latest revision at 1ime of tasting, Specification requires Contractor to provide test depths and pressures,

__;__.1;/dJJ Date 2013 Bechtel Pow~Jr Corporation. Contains Contractor Confidentiallnftmnatfl:m.

PAGIE 1 Of" f Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-5 of 515

(}.J>I .t:J ~ 'B " JJf*

qa ;).

Clinch River SMR Project Prepared by: Date:

Double Packer Borehole Permeability Test Data Sheet AMEC EnVironment & Infrastructure, Inc. Checked by: Date: 4* ~ !J .~ I 1/-

AMEC Project# 6468-13-1072 Boring: MP-1 01 Zone: Z1 27.5 feet to 35.0 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 I Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) Flow rate (gpm) 13:19:30 0.0 26.07 0 13:29:30 0;0 34.31 0 14:26:30 0.0 43.53 13:20:00 0.5 26.09 0 13:30:00 0.5 33.79 0 14:27:00 0,5 43.62 13:20:30 1.0 26.66 2 13:31:00 1.5 33.89 2 14:27:30 1.0 48.02 13:21:00 1.5 30.10 0 13:31:30 2.0 40.73 2 14:28:00 1.5 47.91 13:21:30 2.0 33.80 13:32:00 2.5 40.61 0 14:28:30 2.0 48.11 13:22:00 2.5 34.01 13:32:30 3.0 40.34 0 14:29:00 2.5 48.02 13:22:30 3.0 33.98 0 13:33:00 3.5 39.55 2 14:30:00 3.5 48.24 13:23:00 3.5 33.86 ~ 2 ____,_13"':"'33;:.:3"'o+-----:;4.:;.o~---'3;o9c.:.5;-;1t----....:;o 14:30:30 4.0 48.09 13:23:30 4.0 33.98 01 l-c~S:.::c::t-----73-----o:~'+---':-l--'-130:::':-34.c_:O:O:O:+-- 4.5 43.44 1

4 14:31:00 4.5 48.06 13:24:00 4.5 0 13:34:30 5.0 43.73 0 14:31:30 5,0 48.05 13:24:30 5.0

--~ 33.90 0 13:35:00 5.5 43.75 2 14:32:00 5.5 48.15 13:25:00 5.5 I-----C2.;a---;~l-.;c13,_,.:3;?,5~:3;?,o~~---;;6:-;:.ot----'4c:;3:;.7~8+------;;o 33.93 2 14:32:30 6.0 48.31 13:25:30 6.0 33.99 0 13:36:00 6.5 41 .36 2 1 13:26:00 6.5 33.92 0 13:36:30 7.0 41.12 0 13:26:30 7.0 33.92 0 13:37:00 7.5 ~-----;4.;:0:.;:.9-;:-8f-----;;O.FN.:.:o:.:te::.::..:.N:.:oc.:d:.;:ac::ta,_,r-=e-=-co::.:r.::d.:::ed::...:::at:r1:...:4.:..::2:.::9.:.::3:.::0_ _+ - - - - - l 13:37:30 8.0 40.81 0 13:38:00 8.5 40.35 13:38:30 9.0 39.97 13:39:00 9.5 41.74

-- -13:3%30 10.0 ---42.31- - - - - - - - - - - - - - - - - - - ---- - -----------

13:40:00 10.5 41.78 13:40:30 11.0 41.66 13:41:00 11.5 41.59 13:41:30 12.0 44.16 13:42:00 12.5 44.05 13:42:30 13.0 44.06 13:43:00 13.5 43.94 2 l-------r----~---r--------1-------l-713~:473~:3:0:0:+---------:1~4~.0+------4~5~.9~9+-------~21-------+---------r---------+---------

13:44:00 14.5 45.63 0

--H:;rs:oo 13:44:30

15.5 16.0

_____ 45.75 2 45~28--------oool-----+--------+-------1------l 13:45:30 16.0 45.33 2 13:46:00 16.5 45.30 0 13:46:30 17.0 45.18 2 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) 14:35:30 0.0 41.73 0 15:23:00 0.0 49.63 0 14:36:00 0.5 41.77 0 15:23:30 0.5 45.50 2 14:36:30 1.0 41.58 0 15:24:00 1.0 45.50 2 14:37:00 1.5 41.43 0 15:24:30 1.5 45.57 2 14:37:30 2.0 41.19 0 15:25:00 2.0 50.17 0 15:13:30 2.5 35.52 0.08 15:25:30 2.5 49.94 2 15:14:00 3.0 35.56 0 15:26:00 3.0 50.27 2 15:14:30 3.5 35.57 0 15:26:30 3.5 50.16 2 15:15:00 4.0 35.60 0 15:27:00 4.0 50.12 2 15:15:30 4.5 35.44 2 15:27:30 4.5 50.26 0 15:16:00 5.0 35.57 0 15:28:00 5.0 50.36 2 15:16:30 5.5 35.65 0 15:28:30 5.5 50.50 2 15:17:00 6.0 35.61 0 15:29:00 6.0 50.49 2 15:17:30 6.5 35.61 0 15:29:30 6.5 50.72 0 16:18:00 7.0 35.77 0 15:30:00 7.0 50.44 2 15:18:30 15:19:00 7.5 8.0 35.64 35.64 0

0 -

15:19:30 8.5 35.58 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-6 of 515

MP-101 Zone 1 0 +-----~"--~-,--.-------1 0,0 1.0 . 2,0 3,0 4,0 5.0 6,0 7,0 8.0 Elapsed Tlmo (minutes)

-1/SPo Notesl Lest prt~ssutq approximately 1/3 of the maximum test pressure (Po), Flow rate typically measured over a 30 seeotid lnter.val.

MP*101 Zone 1 s,5 +"--------~--H 3 ;~-----------------1----------------------------------------

12,5-

~

i 2,0 4,0 6.0 8.0 10.0 12,0 14,0 16.0 18,0 Elilpsad Tlmo (n11ntltas)

~2/BPo NoleS I TcsltHesstue apptoX~l,nlclv 'J./3 of the tl'lrtXImlml test pressure (l'o), Flow rate\yl)lc~Uy JnQasuretf ovcrtl SO seconillnteJVnl.

~b\.L l~ L/ /lf1 pAJ '[ r.J/iJL_____

Prepared by/Date:

Checked by/Date:

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-7 of 515

MP-101 Zone 1 2.5 , - - - - - - - - - - - - - -

0.0 1.0 2.0 3,0 4.0 5.0 6,0 Elapsed Time (minutes)

Notes: Test pressure approximately at the maximum test pressure (Po). Flow rate typiCally measured over a 30 second lhtetval.

MP-101 Zone 1 2.5 ......_

1.5 +----------------------4-~--------------------

0.5 0 . -----*--.---

0.0 1.0 2,0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 Elapsed Time (minutes)

--1/2Po Notes: Test pressure approximately 1/2 of the maximum test pressure (Po). Flow rate typically measured over a 30 second Interval.

Prepared by:W~{) Date:~/'J(/¥ Check<Gii~BilfE!\Saiit1~dport Rev. 4 CRP-1112.16 Pa E.3-8 of 515

2,5 ' ----**------------~---*-*--*----~~----*----------*

1.5 - t - - - - - - - - - - \

1

~

-~

0 It 0 -~---~--

0.0 1.0 2,0 4.0 5,0 6,0 7,0 8.0 Elapsed Time (minutes)

Notes: Tett pressure 11pprm:lmately at thetnaxlmum t~stprossure (Po), Flow n\hl'tY!)Ically*nHtastU!ld over Q 30 second Interval.

Prepared by/Date:

Checked by/Date:

nL fJl!i.:J WY:

J..{ ;d_

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-9 of 515

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA.SHEET AMEO ENVIRONMENTAL & INFRASTRUCTURE, INC. . Page 1 of 2 PROJECT NAME: CUnch River SMR Projggj; JOB NO. 6468-13*1 072 DATE: f- ':{ ~ 1-:-~

Boring No MP" f ~ll ( Borehole Diameter, ln.:M Total Boring Depth, Ft. '5 ~ ~ Gnd Eiev, Ft: 8a*¢, g

Casing Height abo:te ground, Ft:Jb.57 . Elev. T~ Qf Casing, Ft.

1 (~nd Elev + Ca_slng Height): S¢/, 3} "'Datu~

~. -.:t~~q)-l3 45 .,.

TEST ID: MP*-1 l:l ~I Test length: "!f *6 Test Sectfon Depth (from*9alclm): From

iC ":\

5 To *~~ * ~~

(A) *Depth to Water Table From Datum, Ft: 5 ,'-¥3 Test Water Temp: ~¢~I!' Baro Pressure, psi: I 4 .A'}_

. (B) Surface Gage Height Above Dat!lm, Ft. :&.1¢ Depth to Center of Test Interval From Datum, Ft: ~ \

Z '5 (C) Distance Water Table to Center ofTest Interval Ft. 2.-Ca

l/F1-. Static water pressure at center= (0*62.4/144) + Baro := 2;:;,*':\-.

MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.,57) [Po"' -;(,. 'Z. ,]1 Test Pressure.

sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID: A 13 C D E Po Values: 1/3 Po=~; 2/3 Po<= ..l&tJ.,; .1/2 Po= \\' 4- Add Approprlata f'o value to static pressure at center opest/nleNal 21 . *A ~

TEST NO * .M1'"-I(JI Sequenca No. _ _,.,._,___. Planned Center Pressure: _3""._,~~*...,*o,.,___

Transdueer Readings Before Packers Inflated: Top ~ </J * ~ : Middle ~~. '!><5 : Bottom: ~';},\A,

Transducer Readings After Packers Inflated: Top Z.(

4 t ; Middle -~1:5 ,":\.¢ : Bottom: ~ ~. t';7(p N\.?- \q;( ~I S*~!i.t'.l;l A..

FLOW METER READING, Gallons Time, Middle FLOW, gpm

Transducer* Surface Gage' R~MARKS Minutes

)

Reading, psi Pressure, psi Initial Final Difference

. \';)

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<b~ ~t.-4 *From Preliminary Boring Layout Survey Wl21 Rev 4

RCN: CRP-0414.4 Page 22 of 23 Form Approved for Use on Clinch River SMR Project- JA Tice Techncial Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-10 of 515

DOUBLE PACKER. BOREHOLE PI'!RMC:ABILITY TI:ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of 2 PROJECT NAME: Clinch River SMR Pro!ect JOB NO. 6468-13-107&_ DATE: 'f- ::1-13 BorlngNoMP*!~/2.1 Borehole Diameter, ln.:~ Tota!BorlngDepth,Ft..-54~ GndEI~JV,ft: 8~~g

Casing Height abave ground, Ft:fL6 .7 Elev. ToP. of Casing, Ft. (Gnd Elev +Casing Height):

8f/J/, *11-. "'Datum C"lS'.J ::t-W~~\3 . <!iS .*.

TESTI D:MP** t¢1 'el Testlength: 'f,t) ltTestSectionDepth(from*9ettlffl1: From * ~":\.'$ To ~~.¢ (A) *Depth to Water Table From Datum, Ft: 5 ,-q.C5 Test Water Temp; -q.¢"'1::" Baro Pressure, psi: I 4.4:?

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

Depth to Center of Test Interval From Datum, Ft: ~ \.?.S (C) Distance Water Table to Center of Test Interval Ft. 2-<a

lf]-.J... Static water pressure ilt center= (C~62.4/144) + Baro" Z,<;, *Y MAXIMUM TEST PRESSURE, Po"' ([A+B~1l + C*O.S7) {Po= -;(,...

"2.. 1]1 Te$! Pressure sequence a 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: 1/'3 Po=_'= bk: 2/3 Po::~; .112 Po= \\' Sequence ID: A B C D

el 4- Add Appropriate Po value to static pressure E atcenteroftesf Interval

TEST NO. lvif"*l¢ f 'B Planned Center Pressure: 4.¢

Sequence No.

*~

TransdueerReadingsBeforePackerslnflated: Top '?,(/),~ : Middle ?.,"0,~'5 : Bottom: ?/v~ \4-

. Transducer Read~ngs After Packers Inflated: Top 2 I. 4 '"l* . : Middle 2 '5', i C : Bottom: "Z- ~ .~(.,

~\(b\

. 'c \ e~

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Transducer Surface Gage' REMARKS Minutes lilitlal Reading, psi Pressure, psI

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From Preliminaly Boring Layout Survey Wl21 Rev 4" RCN: CRP-0414.4 Page 22 of 23

. t /

Form Approved for use on Clinch River SMR Project. J.A. Tlce 1 Techncial Lead Form Rev 0 *Reviewed by ~. I '1.- ( fI?

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-11 of515

DOUBLE PACKER BOREHOLE PERMEABILITY 'fEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE:, INC. . Page 1 of 2 PROJECT NAME: Clinch River SMR Prolect JOB NO; 6468*13*10'/2 DATE: *:.;.- ?J- J~;S Boring NoMP~!¢1 :Z. I Borehole Diameter, Jn.:~ Total Boring Depth, Ft. .'5 4<!_. Gnd Elev, Fl: 8~¢H~*

Casing Height above ground, Ft:Jb57 Elev. lop of Gijslng, Ft. (Gnd Elev +Casing Heigh\}: 8¢1, 3"1- "' Datum TESTID :MP ... I!:I El Testlength: ~ -

f*5 ~"festSect '

c.:~ ~*- x.<p- \~ . CiS lonDepth(fromtlatl:!l'l'l7: From* (.?1,5 To *;,:;~.'t' -i.~ I~

(A)

Depth to Water Table From Datum, Ft:_5 *'% Test Wa.ter Temp:~ F Baro Pressure, psi: I 4 .Ao

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

Depth to Center of Test Interval From Da.tum, Ft: ~ \ , '2.S (C) Distance Water Table to Center of Test Interval Ft. 2-Ca' lfr+-.

Static water pressure at center"' (0*62.4/144) + Baro = 2/.) .;t.

I MAXIMUM TEST PRESSURE, Po,. ((A+B~1] + C*0,57) [Po"' '?-/~ 11J *Test Pressure I sequence" 1/3 Po, 213 Po, Po, 1/2 Po, Po I *

Sequence ID:

Po Values: 1/3 Po=~; 2/3 Po" .E.J..*; .1/2 Poe \\' "+ A . B C .D E Add Appropriate Po value to static pressure at center of test Interval

. :c 1 13 .

u . *

TEST NO. ,v,p. /ftl 4

,~~ *

I I

Sequence No.

Transducer Readings Before Packers inflated: Top

Planned Center Pressure:

~(/).11>f :

't', '?

Middle ?;'0, *::,c.:, ; Bottom: ~~,\t\,

I Transducer Readings After Packers Inflated: Top '2.. \

L\ -=1 ; Mlddle 2. '5 '~(Jl : Bottom: z_*~, ~(..

I .Me~ 1tbl ~ 1 . :5lilGZ f.3 l Cotu*r~D J I Time, FLOW METER READING, Gallons Middle FLOW, gpm

Transducer Surface Gage REMARKS

.Minutes Pressure, psi Re<~dlng, psi I

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From Preliminary Boring Layout Survey Wl21 Rev 4- RCN: CRP-0414.4 Page 22 of 23 "- . \'1....-//_)~}

Form App.roved for Use on Clinch River SMR Project- J.A. Tice Techncial Le<~d Form Rev 0- Reviewed by....:~~)_ _ __,

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-12 of 515

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL &INFRASTRUCTURE, INC.

Page 1 of 2 PROJECT !'JAME: Clinch River SMR Prolect JOB NO. 6468-13-107g DATE: f.- ':f -1"3 Boring NoMP-1~ l I Borehole Diameter, ln.:~ Total Boring Depth, Ft. '54¢ Gnd Elev, Ft: BrtfAS, *

Casing Height above ground, Ft:~7 Elav. Top of Casing, Ft. (Gnd Elev +Casing Height): 8(/JY, 31-

=Datum TEST tD: !!liP** I rf:! . '(~ q-~((l* \'3. . C:tS E f Test length: ~ *6 Test Section Depth (from.J;)all:lmY, From * :? 1

S To .*. '

~C:.. ¢ (A)

Depth to Water Table From Datum, Ft: 5 *"¥5 Test Water Temp:_3-sr:. r- Baro Pressure, psi: \ t\. A o

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

Depth to Center ofTest Interval From Datum, Ft: ~ \, 'Z.S (C) Distance Water Table to Center of Test Interval ~t. :C.<o

1/J+. Static water pressu~ at center= (C 62.4/144) + Sara = q':l

,)-:

MAxiMUM TEST PRESSU.RE, Po"' ([A+B*11 + C"O.S7) [Po=

~/2..13:1 Test Pressure sequence "' 1/3 Po, 2/3 Po, Po, 1/2 Po, Po .

Po Values: 1/3 Po'"~; 2/3 PO"'~; ,1/2 Po"' Sequence 10: A *B C D E

. 'C. I . \\' 4- Add Appropriate Po value to static pressur e at cei1ter oftestlnterva1

TEST NO. MP-I L.. Sequence No. -~(:::::;...._ Planned Center Pressure: Ae ~ '\'

Transducer Readings Before Packers Inflated: Top . ~(/),

~ ; Middle ~/3,'~'5 : Bottom: '(..c;J,*\4 .

Transducer Read~ngs After Packers Inflated: Top 2... \ *'\'A.'"':l-. 2.Cb *:.(rll

' ,' .M.Iddle I.J.I Bottom*. 2. ~ *""'(.,

./

I~P 11/JI~

~I S' C'<V C FLOW METER READING, Gallons Time, Middle FLOW,gpm . : Transducer Surface Gage' Minutes REMARKS Initial Reading, psi Pressure, psi Final Difference t41 z.~: 7Jq> 1!!'1.1-413 ,_ - - r- ...- --.. 4"3, S'3 ~<;

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From Preliminary Boring Layout Survey Wl 21 Rev 4

RCN: CRP-0414.4 Page 22 of 23 Form Approved for Use on Clinch River SMR Project- J.A. Form Rev 0- Reviewed by Tice Techncial Lead

clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-13 of 515

DOUBLE PACKER BOREHOLE PERMEABlLITYTEiST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 f- "::7- n)

PROJECT NAME:CUnchRJver SMR ProJeC\ JOB NO, 6468-13-1QZ2 DATE:

Boring No/vV'~ !~I 2. I Borehole Dlameter1 1n.: 3~8 Total Boring Depth, Ft..-5 4¢ Gnd Eiev, Ft: 8~~~£ * . .

Casing Height above ground, Ft:Jb5. ? Elev. Top ofCaslng , Ft. (Gnd Elev +Casing He;ght); SrpY,jJ "'Datum

,. C"~ "f-- \(I) - V5 . G"5 . ...

TESTI D:MP* -tf/ t.l Testlength: -:t.s LTestSectlonbepth(from.Qa!""A+)t From * ~1.5 To ~~.¢ (A)

Depth to Water Table From Datum, f't: ;5 '~ Test Wa.ter l:emp: ~¢ ° F Bare Pressure, psf: I ,4 .4 o

. (B) Sul'faoe Gage Height Above Datum*, Ft. :e.J¢ Depth to Center of Test Interval From *Datum, Ft: ~ \ , ~'5 (C) Distance ~ater Table to Center of Test Interval Ft. Z...<a

lfr":J- : Static water pres sur~ at center= (C*62.4/144) + Baro = iU~ .3; MAXIMUM TEST PRESSU.RE, Po"' ([A+B*1} + G*o.57) [Po= ':?...'2.. t'1 1 Test Pressure sequence"' 113 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: 1/3 Po=~; 213 Po;,~; .112 Po"' \\' 4- Sequence ID: A B C D 6

. Add Appropriate Po value to static pressure at center of test lnteNa1

~~ . . .

TEST NO. Mr"~ !(,# Sequence No. _"D~--* Planned Center Pressure: 3i- * \

Transducer Readings Before Packers Inflated: Top _,_:,.;~c...;C/J::...;-1f\<~,__: Middle , ~S, *~-o Bottom:

Transducer Readings After Packers Inflated: Top '(:?, \

L\ ":\- ; Middle 2. '5 1* (/) aottom:

<SG FLOWMETER READING, Gallons

rime, Middle FLOW, gpm.

Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference tAJ, !>St >~P \ <0 ~q,"':\- . ""'---- ,......... _..._.. --:-_

4\. 71-.1, \<=,:} 13$G.- . I*..._,

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From Preliminary Boring Layout Survey WI 21 Rev 4- RCN: CRP-0414.4 Page 22 of 23 Form Approved for Use on Clinch River SMR Project- JA Tice Techncia

' 1 1j l Lead Form Rev 0 - Reviewed by >)Z- . f v~J~/} ciinch River Data Report*R ev. 4 CRP-1112.16 Page E.3-14 of 515 DOUI:lLE PACKER BOREHOLE PERMEABILITY 'fEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: CUnei) Rjver SMR Prolect JOB NO. 6468*13-1072 DATE: 'f- ?f ~ 1"3 Boring No MP- I~~ aI Borehole Diameter, ln.: $-,8 Total Boring Depth, Ft.'$ .::1 ~ Gnd Elav, Ft: 8~*~ 8:

Casing Height above ground, Ft:Jt~? Elev. Top~fCaslhg, Ft. (Gnd Etev +Casing Height): St;J/,31 =Datum

. O...K':. ;-- UO -\.'"_!> GS TEST ID;&'!P ~I rtf 'f!. f .. . Testlength: ~:§.,.__.];.Test Section Depth (from~IYFA)! From

it1. 5 Tci *~~. ¢ (A) Depth to Water Table From Datum, Ft: 5 ,":\.CO Test Water Temp: ~+/-¢ '"!!' Baro Preseure, psi: *1 4. .4'0

. (B) Surface Gage Height Above Datum, Ft.bl ¢ Depth to CenterofTest Interval From Datum, Ft: '3 \. 2.'5 (C) Distance Water Table to Center ofTestlnterva! Ft. Z.<a, lfl1- Static water pressure at center"' (C*62.4/144) *~ Baro"' p':l ,3; MAXIMUM TEST PRESSURE, Po"' ([A+B*11 i* C*0.57) [Po= '.?'/2. ,}1 . Test Pressure sequence"' 1/3 Po, 2/3 Po, Po, 1/2 Po, PCI

* . . . Sequence ID:

Po Values: 1/3 Po"' ...::Lk;* 2/3 Po=~ ; ,1/2 Po= \\ , 4-A B C D E Add Appropriate Po value to static pressure at canter of test Interval I *TEST NO. MP*I(} I ef . Sequence No, 1? Planned Center Pres sure: ----- I Transducer Readings Before Packers Inflated: Top ?.;t/J. ~ ; Middle ~co:~<;> : '(,~, \1\ I Bottom: Transducer Read~ngs After Packers Inflated: Top _ _-_ __:,_;. Middle ___ ___,: Botiom: ....-- --- .> eC- P*s c 1 ~ l~/t1(/J MP-14>t ~ 1. 5 ""(\' D ( C. O_t;' 't' 1.:> I I Time, Minutes FLOW METER READING, Gallons FLOW, gpm Middle

Transducer Reading, psi Surface.Gage Pressure, psi REMARKS Initial Final Difference rr.f>':t-lP I 1'5'-Ji-)l/> \ ¢. -=l \.:1 I ¢ ¢ 3S (,! ~

\'5: l '3 t/) f/) \((>~G\ ((~":}(t> ( </) ¢

3S1":1-:J-

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From Preliminary Boring Layout Survey

' I Wl2i Rev 4- RCN: CRP-0414.4 Page 22 of 28 J J Form Approved for use on Clinch River SMR Project- JA Tice Techncia l Lead Form Rev 0- Reviewed by ~S:o£\JZ-"----=-1~_,fl-tJ// J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-15 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page i of 2 PROJECT NAME: Cljoch River SMR Prolect JOB NO. 6468-13*1072 DATE: ";f-- '::/-I~ Boring NoMP-t<tt. l ( Borehole Diameter, ln.:~ Total Boring. Depth, H.'S 4¢ . Gnd Elev, Ft: 8rt~.&.

Casing Haight above ground, Ft:lb5? Elev. Top ~f c. aslng, J=t. (Gnd_~lev +Casing Height): 8¢1,Jr = Da!UII)

T~ST ID: MP**I !t Z.l. Testlerigth: .~ () "1~\(~-t$ G.S .* ";l. '5 1'res Section Depth (from.(;J.all:lm)*: From * ~ ':\

5 To ~c:;. ¢ .

(A)- Depth to Water Table From Datum, Ft: 5 ,"::1!5 Test WalerTemp:~F BaroPressura, psi:' 4.4'0 -(B) Surface Gage Height Above Datum, Ft.b!¢ Depth to Center. of Test Interval From Datum, Pt:3 \, '2.'5 (C) Distance Water Table to Center of.Test Interval Ft. Z.<o

1/J+. Static water pressure at center= (0"62.41144) + Baro:: 0'? *S MAXIMUM TEST PRESSURE, Po= ([A+B"1] + C*0,57) . [Po"' ';?/2.. ,3:) Test Pressure sequence= 1/3 Po, 213 Po, h, 1/2 Po, Po Po Values: 1/3 Po"' .':tl.o ; 2/3 Po" J.&J..: .1/2 Po:: \\

4: Sequence ID: A B C .D Add Appropriate Po value to static pressure at center oftest Interval

E

TEST NO. Mt""~ let/ 21 Sequence. No. ~c:._ ,.-

. Planned Center Pressure: "t 18

4 TransduCer Readings Before Packers Inflated: Top ~C/J. ~ : Middle ~7.>, ~'5 : Bottom: t.CV1 \A.

Trans~ucer Readlngs After Packers Inflated: Top 'Z \ ,;. 4 '1- ; Middle 'Z.S;::t-4) ~ Bottom: Z~ 1 ]}C.: ~ FLOW METER READING, Gallons ' Middle Tfme, FLOW, apm Surface Gage Minutes

Transducer REMARKS Reading, psi Pres$ure, psi Initial Final Difference

~ ~ z ?> t.ptj) ! ifF/!..* *:,s ...... ...... _....,..-. .... ..... .....-:-... 4 ~,(, ') t':} :t'fG'c".t ~,..-

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From Preliminary Boring Layout Survey WI 21 Rev 4 - RCN: CRP-0414.4 Page 22 of 23

~ Form Approved for Use on Clinch Rive_r SMR Project- J.A. Tice Techncial Lead Form Rev 0 *Reviewed by .:JP' t-z{U(/J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-16 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE T *Page 2 BORIN G: ;y,; f:- I¢ I C( *-i 1:S *54ed: ttff/' i ~ ~n_C I f(J b DATE : :::r~ V-13

a. II DATA COLLECTED BY: 7.;""~

SHUT-IN TEST PRESSURE: Wl- r'~--(1""> (o . TlME1 SURFACE GAGE CENTER TRANS~ minute PRESSURE, psi

PRESSTTRli'..

- ~ . ...___._ ~o f-*-* -* . \.. \_ <:, Q ---- -~ \ n1: .. ~;:...-- ~ ~ -* EQtr.I PMEN T US:ED . .,./ . v""" . Trans ducer s: "Level Troll700 Serial Numbers: 335896/R248 44 (shallow) 6/12/13; 315381/R24039 (intet*mediate) \ i 6/20/1 3; 141142/R20367 (dYe'p) 6120113; 315380/R24038 (spal'e . ,.;> ) 612011 3 * * . . I Surface Pressu re Gage: (Both Wlka 2i3,53 ) ~ MW-3 (at pump) ; . . MW-4 (at totalizer) 6!11/ l3 _ _ _ __ I Batom etric Probe: (13aro Troll) 1213151R22669 6/12/13 ~

Flow Meter: fMaster Meter 1344) 1?8824788 field checked 6/25/13 C 1-1 GCKG "O C,~,

Stop Watch : {SpOitline220).?i.2S6/27866/J0/13 ':/'- ~~ Z@~"3 I I Date of. Calibration: Dates in italics after equipm ent serial numbe Calibr ation due: _Post Testing r..- \ F\~e~ FoR. fo.,o"--c;; iq_~. 1-(,*r' :i p LrNc.l..uQcr-5 Sa:~ae-..u.C.Gs A*- £ I IV\? - 1¢1 e:~ (1t;,) ztot*~~~'Zl~¢(.. \~. ~a.s,<B 'J,)'SL . 1-..A.~~*\ fPt t.~t(J'~) "t..~q.~ tJ'*t-~fP{; 1c;;,*~?.:se_ \SiCG< - I ""p .- '"' 1:.1S"-(\) 'Z.¢ \ 5 ~ II :t. (/JC.. I c;,, ~~* ,45 M~ .. \~\ t.~(\) w-~ l.. I Z.lfll>-fl"::[-f!JL. \<SI".!.L\,t\'S IS~C.OCL I'A ~ - vi~ *'L L (\'1\.) z.t~t '3 ~ '~":f ... (Pt.. l ""6 .'?,4. ;3"? ~"S L. !'/\~~ \~\ t\. (\"'-' z~,~~ .lJ>1:*tP.L.. ICS . '3(n,39 E~.:::eL !'A.~ L \ !I , ":f..\.. ( L) 2 'P' n. *~ (JJ';{ - ¢~ ~frrr"" l'O.~'S.~Sl v.> ~ L. *

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N\V'~ * \!pl. ~t (L') - Z.tp\"3-ll::l.~l/)~ t'S,'38 .\9 i:::Y.<:!!:r,. Wl21 Rev 4 ~ RCN: CRP-0414.4 Page 23 of 23 . rt/("Jj(J Form Approved for Use on Clin.ch ~iver SMR Project. JA Tice Techncial Lead Form Rev 0- Reviewed by __,q[l-!><___-'--t~-'-- 71 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-17 of 515 Clinch River SMR Project Prepared by: Date: Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. Checked b~: Date: AMEC Project# 6468-13-1072 Boring: MP-101 Zone: 2 145.0 feet to 152.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) Sequence C (Po) Elapsed 1ime 1~1ow rate elapsed nme 1 ~1ow rate elapsed ttme 1 ~1ow rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressu re *(psi) (gpm) Time (minutes) Pressure (psi) (gpm) 8:40:00 0.0 67.80 0 9:00:00 0.0 115.17 0 9:14:30 0.0 135.16 0 8:43:00 3.0 69.48 0 9:01:30 1.5 131.90 14 9:16:00 1.5 173.14 68 8:43:30 3.5 66.97 2 9:02:00 2.0 134.65 12 9:16:30 2.0 153.20 10 8:44:00 4.0 80.72 12 9:02:30 2.5 134.46 12 9:17:00 2.5 154.47 20 8:44:30 4.5 125.31 10 9:03:00 3.0 130.96 18 .9:17:30 3.0 154.16 20 8:45:00 5.0 117.36 8 9:03:30 3.5 135.70 10 9:18:00 3.5 168.66 18 8:45:30 5.5 119.07 12 9:04:00 4.0 135,98 14 9:18:29 4.0 162.40 22 8:46:00 6.0 111.44 10 9:04:31 4.5 136.46 18 9:19:00 4.5 163.26 24 8:46:30 6.5 111.06 6 9:05:00 5.0 136.42 12 9:19:30 5.0 163.85 22 8:47:00 7.0 110.86 10 9:05:30 5.5 13_6.49 14 9:20:00 5.5 163.80 24 8:47:30 7.5 110.81 10 9:06:00 6.0 135.91 16 9:20:30 6.0 164.00 22 8:48:00 8.0 110.65 8 9:06:30 6.5 135.00 16 9:21:00 6.5 166.23 18 8:48:30 8.5 110.46 8 9:07:00 7.0 135.71 1 9:21:30 7.0 165.97 22 8:49:00 9.0 110.34 10 9:07:30 7.5 135.11 14 9:22:00 7.5 165.71 22 8:49:30 9.5 110.16 8 9:08:00 8.0 136.31 16 *9:22:30 8.o 165.75 26 8:60:00 10.0 109.99 10 9:08:30 8.5 135.33 14 9:23:00 8.5 166.52 22 Jl:50:30 10.5 109.19 1Q 9:09;QQ 9.0 . 135,50 14 9:23:30 9.0 _ ___166.02 -- - _22 - - - - - - - - - - . - 6:51:00 11.0 no reading 9:09:30 9.5 135.33 16 9:24:00 9.5 145.-98 18 8:51:30 11.5 106.99 7 9:10:00 10.0 134.86 14 9:24:30 10.0 168.33 0 8:52:00 12.0 115.46 10 9:10:30 10.5 135.19 14 9:25:00 10.5 167.96 _ _ Q 8:52:30 12.5 115.46 10 9:11:00 11.0 134.41 14 9:25:30 11 .0 169.16 2 8:53:00 13.0 115.45 12 9:26:00 11.5 168.68 0

- .8:5.3:3.0 13.5 115.48 8 ----- --- - - - - - - - - - - - 9:26:30 ------ 12,0 - - --169.2 - 0 - - - - -- - -- ~ ------ -

8:54:00 14.0 115.32 8 9:27:00 12.5 168.32 0 8:54:30 14.5 115.42 10 9:27:30 13.0 169.83 0 8:55:0 15.0 115.21 10 9:28:00 13.5 169.78 0 8:55:30 15.5 115.24 10 9:28:30 14.0 169.54 0 8:56:00 16.0 115.23 10 9:29:00 14.5 170.01 0 8:56:30 16.5 115.04 10 9:29:30 15.0 169.74 0 8:57:00 17.0 115.16 10 8:57:30 17.5 1 5.08 10 Sequence C (Po) (Retest, used for graph} SequenceD 1/2 Po) Sequence E (Po) 1elapseo 1ime low rate lapsea 11me rlow ra e 1t:lapsea 11me r10wrae Time (minutes) Pressure (psi} (gpm) Time (minutes) . Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 10:38:30 0.0 68.48 0 10:56:00 0.0 147.91 0 11:11:30 0.0 136.77 0 10:39:00 0.5 68.48 12 10:56:30 0.5 148.89 16 11:12:30 1.0 136.90 32 10:39:30 1.0 162.19 28 10:57:00 1.0 148.31 30 11:13:00 1.5 177.91 20 10:40:00 1.5 173.39 24 10:57:30 1.5 131.73 8 11:13:30 2.0 174.72 24 10:40:30 2.0 175.33 26 10:58:00 2.0 122.15 12 11:14:00 2.5 174.04 24 10:41:00 2.5 175.95 26 10:58:30 2.5 132.27 14 11:14:30 3.0 166.99 18 10:41:29 3.0 169.99 30 10:59:00 3.0 13259 16 11:15:00 3.5 166.02 26 10:42:00 3.5 169.82 18 10:59:30 3.5 132.89 18 11:15:30 4.0 166.56 22 10:42:30 4.0 171.23 24 11:00:00 4.0 133.02 20 11:16:00 4.5 166.86 20 10:43:00 4.5 172.31 22 11:00:30 4.5 126.68 12 11:16:30 5.0 166.14 24 10:43:30 5.0 168.04 30 11:01:00 5.0 126.29 14 11:17:00 5.5 166.31 22 10:44:00 5.5 167.00 20 11:01:30 5.5 126.03 16 11:17:30 6.0 166.59 24 10:44:30 6:0 167.12 22 11:02:00 6.0 126.15 18 11:18:00 6.5 166.59 20 10:45:00 6.5 168.41 22 11:02:30 6.5 125.86 14 11:18:30 7.0 166.74 24 10:45:30 7.0 167.79 24 11:03:00 7.0 126.08 14 1:19:00 7.5 167.13 20 10:46:00 7.5 168.68 22 11:03:30 7.5 126.02 16 11:1 9:30 8.0 166.80 20 10:46:30 8.0 168.75 24 11 :04:00 8.0 125.75 14 10:47:00 8.5 168.70 24 11:04:30 8.5 125.41 14 10:47:30 9.0 168.62 20 10:48:00 9.5 168.52 20 10:48:30 10.0 169.33 22 10:49:00 10.5 169.14 24 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-18 of 515

MP-101 Zone 2 14 12 10 *1-----------------1 2 ---------*1----------

0 **~---~-~--

0,0 2,0 4,0 6.0 8,0 10,0 12.0 14,0 16.0 18,0 20,0 Elapsed rime (m lnutns)

~1/Ei'o Note$ I Test pl'e$SUre approxtmately1/3*ofthe ma:.Umum test prei!sure (Po), Flow rate typically-measured 6ver a 99_ second Interval, MP-101 Zone 2 20 .---------------------~-----------------------------------------------------

1

~10 + - - - - f

~

IJ:

8 +-~--~--------------------------------------------------------------------

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

2,0 *4,0 6,0 8.0 10,0 12,0 Elapsed Time (minutes)

-2/3Po Notes1 Ta~t pressure aj)proxlnliitely 2/3 of tho maximum test pressure (Po), Flow r<~lo typleallymeasuredovora30socond InterVal, Prepared by/Date: !G\:t.L. I Checked by/Date:~. Z f:jj}4cu Clinch River Data Report lt;';4 CRP-1112.16 Page E.3-19 of 515

MP-101 Zone 2 35 ------------------**~----*-----

ro

~

§ 0: 15 +--+-'--------*----------'----*----------------------

0 **1------..,.--

0,0 2.0 4,0 6.0 8.0 10.0 12.0 alapsed Time (min Utes)

---Po Notes: Test pressure approximately a~ the maximum test prassure (Poh ~low r11te typically tnoosured over a so second fhtorv<d MP-101 Zone 2 30 ----*x------~---------'---

25 1 - - - - - r - - > - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - -

ro-

~

115 +--T----\-------~~--------~----~L---~~--~~~~-----

0 *1------r----~-----,-------r----.---

o.o 1,0 2,0 3.0 4.0 5,0 G.O 7.0 8,0 9.0 Elapsetl Time (minutes)

~1/2Po Notas1 Tost pressurt~ upproxrm11toly 1/2 of tho ll111Xh'!HU'J1 ta~t prossuro {po), Now rotatyplenllytnMsurcdovorososocondlnttlrVol, Prep a red by/Date :__.,Y,'-"~'71\.,t:-:-....,.!ffl,f_lff:"-if--F-.-l_

{/

Clinch River Data Report Rev. 4 CRP-1112.16 Checked by/Date: --:i'l~t'"'~Jr:.....r-Z':..ru.~"42t'-4--!4-'---* _

Page E.3-20 of 515

MP-101 Zone 2

~:!--'-- -!--+

_ _- _ -\-r---1-'~s:--~-- A

~

~ 15 - - - - - - - * ---*---- - - - - - - - - - - - -

0 . -*..-*~**'--1 0,0 1.0 2.0 3,0 4,0 5.0 6,0 7,0 8,0 9.0 Elapsed Time (minutes)

~Po Notes! rest pressure crpproxlrnat~ly at th~ maximum test* pressure (Po), Flow tat !call easlfredoveril30selcondlnterval *

.}

Prepared by/Date:_~-'=:----:---+-r'-"-'---7'-

Checked by/Date: ----,t:.:,=.>.Z--<--L-""'-..L>.f--

clinch River Data Report Rev.

Page E.3-21 of 515

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET

. AMEC I::NVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Profect JOB NO. 6468-13-10Z~ DATE::1:..3.::l..:L Boring No lv\? ~ \lfl\ ':L"'2- Borehole Diameter, ln.:~'3,. Total Boring Depth, Ft.. S't\!£ _ Gnd Elev, Ft: }!J(j(MJ

Casing Height above ground, Ft:~~- Elev. T~~~ Ca~n~, Ft. ~Gnd Elev + Cas!~g Height): S¢(. 3"~ =Datum TEST ID:M~>* l<t\ :i'Z:. Testfength:

r ~ C) *\ \ !() \,"S

.. * "J__:.(.ras Section Depth (from .fleH:~rrrj: 6i 5 14 From * "?,

tJ.~ To~~

(A) Depth to Water Table From D;;~tum, Ft:__z~ Test Water remp:~C Baro Pressure, psi: ..1..4......4,3

. (B) Surface G~ge* Height Above Datum, Ft. b1J) Depth to Center ofTest Interval From Datum, Ft: -148, 'TS (C) Distance Water Table to Center of Test Interval Ft. ~\ '- Static water pressure at center .. (C.62.4/144) + Baro = 1 s:*2. *I MAXIMUM TEST PRESSURE, Po=: ([A+B'"1] + C'"0.57) [Po-=

eg. "2..,] Test Pressure sequence"' 1/3 Po, 2{3 Po, Sequence ID:

Po, 1/2 Po, Po .

A B C D E Po Valu~s: 1/3 Po=~; 2/3 Po= %f>,1.) ; 1/2 Po:: 4A,., ~ _ Add Appropriate Po value to static pressure at center of test Interval TEST NO. b\,\0'-ti~l.S..Z.Se.quenca No. A Planned Center Pressure:

. g~,z.~ ....--+f-"'r:"-'-""---

. Transducer Readings Before Packers Inflated: Top :~6ci3= ; Middle .-:§!:+/-.!:+/-+/-:__

Tr.ansducei'Readlngs After Packers Inflated: Top Z41 U. *~~ ; Middle ___;:Gf:t.;._:...:.,'::\-....!*_J..\_ : Bottom: ...,='-'!.!c..::

Mf:>..;7/}fl ~<-'1-115" .2 ~<Z':-~ A FLOW METER RE:ADING, Gallons Middle '

Tim a, Surface Gage' Minutes '

FLOW,.gpm

Transducer REMARKS Reading, psi Pressure, psi Initial Final Difference

. !l'frA r.b'~@J/1. .9'2.JS'2, "".,... .... - """ __ ....

.. .... ~ .- .... C..l~ 1 "$(/;, .~ J3.e:c.uw if?.~~ 14 ~ *.w ~'2.$(., -~.:c..e*L (/; *<.

(lJ (g;'S). 4t~ . ~

G!>8 \A~\"MJ} \) '6~!'~. ~t'Cl '~ \ z_

~£o.~+ \¢

¢8\A~ ~ze*3 ~'2.. $~ (..,

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a>8 ,' I\S\"11~ ~?.5)5 I.J'1*

> 9~~'1; ~?J(b() 9.> \~ ~ \ \jA.t.\. "3'5 ¢Bf4fs.'.~tl ~-~~9 ~0 \1. ' ,.~ 4 \\\. 1/1~. 3S ¢6! i.\. , 61~ ~*6~*-z..* . ~1>\'":\ co \(/) \ \ Q,! ,g£, 3'5 ¢ :l\ 1-~'Mi ~ *~~ ~}"U c;;, \(1.> 1-----:.. \\</),~)J 0~ ¢B 1/Jvg~()$ ~~cz ~':) ?..l.s. 4 8 \ \/{) tl>~ 35 (lit) : L\.'2;'. jfb ~ ~*~z~ 9'~~(/} 4 8 \ \¢,4~ ?,':) ¢'8 u:..~~ q;cp ~ :;e,lY~ "?>:) !>S 5 \¢ \\$:~A '0<5 i ¢'$ : 4t?', jel) 9]~ *.:v.*~~~ *~~.>..~ '5 \$ \3fo9 ,'--)~ ~tP I* ¢8: t"6rP'.3t/) . -~ :~A,t\ ~"5 4"2. 5 \9. '¢9\ \'6 "3<~ r¢8: 'S \',$¢ * ..... . .-.. ; ~ --- ~-- - ~- .... t- - ~ .. ¢8: S\ ~"';) tP ~~*a4~ ~~Sv

~~From Preliminary Boring Layout Survey~~

~ ~f I 4=+ 11 C(~, :t~'!J ** 13 WI 21 Rev 4 - RCN: CRP-0414.4 Page 22 of 23 Form Approved for Use on Clinch River SMR Project- J.A. Tice Techncial Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-22 of 515 DOUBL.E PACKE:R BOREHOLE PERMEABILITY TSST DATA SHEET . AMEC ENVIRONMENTAL &INFRASTRUCTURE, INC. Page 1*of 2 PROJECT NAME: Clinch River SMR Prolecj

JOB NO. 0468-13-1072 DATE:: j<3-13 Boring No t.A.Vo>~~l ~"2- Borehole Diameter, ln.:J.$_ TotaiBorlng Depth, Ft.. 5'4¢ Gnd Elev, Ft: tW (M1 * .

~~Casing Height above ground, Ft:£5i: f- Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 'B. ¢t, 3 '1 = Datum~~

~~i.-z... (})..::, ":J,. \\() -\""> .. C:i 5 ..~~

TEST ID:M\ ltf\ Testlength: ::r S 1 ~:rest Section Depth (frornGatJ,m;Jj: FI'Om '1_4.:::;, t}.. . To 1152, '5 (A) Depth to Wate~ Table From Datum, Ft: Z , Zd!. Test Water Temp:~~ Baro Pressure, psi: ~43 . (B) Surface Gage Height Above Datum, Ft. kl..1J/J Depth to Center ofTest Interval From Datum, Ft: ( 4 8, 'q-$ .. (C) Dlst~nce Wafer Table to Center ofTest Interval Ft. li:L.\ '- Static water pressure 11t center"' (C*S2.4/144) + Elaro"' _ __ MAXIMUM TESI PRESSURE, Po"' ((A+B*1l + C*0.57) [Po c ] Test Pressure sequence"' 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: 1/3 Po=, _: 2/3 Po:: :_; .1/2 Po= Sequence ID: A B C D E. Add Appropriate Po value to statio pressure at centeroftestlnterva1 TEST NO. ti?*llbl =t;z.se'quen~ No. 1.:\. Planned Center Pressure: _ _...._.;__ Transdueer Readings Before Packers Inflated: Top ~ ; Middle ~ : Bottom: ~':lrz-4:: Transducer Readings After Packers Inflated: Top _ _ ........-_ _ ; Middle - - - - *

~~Bottom: ,.,.--- ,.--~~

~~({J.\_.. ~ c ( f~sc ~ I. ~~ '5<J:.:q A t~N'fl)J ,'"q-"q-l~ sJ-z...,'l.-11' 1'> FLOW METER: READING, Gallons~~

~~Tim~,~~

~~Middle g~*~* PLOW, gpm~~

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

[ Final Difference. ..~~ '52.\ f/!f/1 9~SL. ~~ll.l.J. I '5 (Q} ' \\S,t~tt~ .* ~+- . t;'e ~ "Z. \~IJ) ~~.~., \ 9:>/t;.<.r. s tcP \\SA~- 3+ tfJ'> ~~' ~PliJ ")~*~~. * .~~~'2.. ~ \Z \\~A'5 ~:'+ ¢8 ~"i\3(JJ .~*~\';:(, '2, 9~":\lt. 4 e . \ \~,..!\~ ~t-f/Y.<J SA'.<tliD' ~?;,9 t,.. ~3~(/) 4 9 \ \S 1l'Z.. '31- ~ftJe . SA*,'!Jcfl * *':)~g¢ ~:~ftS s \.cb \ \?., l\."-. 2'?- f/JS S'5'.~.~ *' 9-~'B~ ~ -~.gj~ -;) 1¢ \\'StZ- \ 31-IQ>B SS\ ~{6 ~. ~ ,~~. - . . 'i9¢ . ' ~)~'7"5 s \~ \ \S,z.t.\ 3'1 s l(l '.4i~ s { f/)8 <?*~~s ~Alf}_W \IP. \\'"5 Z":\ 3'1-({)8 ';>~: 3~ ~'\(IJ/J ~L\.(1$ s \lh t\~.~4 31-as S1'JPW ~L\ ¢ $ ~I.\\~~ 5 \t/1 \ \Si\0.1 '3 ~.1 ' ¢8 '5T3tl ~i\ \tJj . 94\~ s \¢ l \'5,<08 3"1- IEA.lD I ~s* '5Bla~~ ~73-t.J/'7<!! Jo,.

~~7/e4M~ G:~5 4C)~~

~~(/Jfj I ~)0 ~~~/) Tp.to * *n~A.IU s 'e6-- .tA.~ I~~

~~From Preliminary Bqring 'Layout Survey Wt21 RevA-RCN:CRP-0414.4 Page22of2S J ,!J?~~

~~Form Approved for Use on Clinch River SMR Project- J.A. Tice Teehncta~~

~~1L d ea Form Rev 0- Reviewed by _f7..£()2,-!::,__(,_'--t,IJ/Jf Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-23 of 515~~

~~DOUBL.!i! PACKER BOREHOLE PERMEABILITY TEST DATA SHEET~~

~~AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.~~

Page 1 of 2 PROJECT NAME: Clinch River SMR prolect JOB NO. 64§8-13-*1072. 'Boring No ,.,\\-.>~\1():\ "!.,'2.... Borehole Diameter, ln.:.2$ _ Total Boring Depth, Ft.. 5'4¢ Gnd Elev, Ft: !tlJ t.O. 8

~~Casing Height above ground, Ft:~':f- Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): $¢(,~~

~~\l ~ -::t ~ \<P* 1~~~

~~n =Datum TEST ID:M?~~
~~1<~\ i..:?_. Test length: '1 .S T Test Section GS *- .~ _~~

~~Deptn (from*!Olatt~m)~ From *14-:., {J To I"=> z, ';J (A) Depth to Water Table From Datum, Ft: :Z, Zd!~~

~~Test Water Temp: 'q ¢:"' JC. Baro Pressure, psi: ..J...4.,-=1:].~~

. (B) Surface Gage Height Above Datum, Ft. .Z,/ tJ _Dep!tJto_Qenter ofTestlnterval From Datum, Ft: 148. 'Y'f; (C) - D~t~~ce-We.;er Table to* ~ente-r ~nterval Pt. .151..,.\(. .Static o,yater pr~ssur~ of;esl . . B.'B '2- q~ . ':\ . "1- \:, Elt center= (C*62.4/144) + ~aro"' '9 B**z MAXIMUM TEST PRESSURE, Po=: ((A+B*1] + C"0 .57) [Po" .

~~.J;A,~ 1 TestPressure sequence =<1/a Po, 2/3 Po, Po, 1/2 Po, Po .~~

,., . . . Sequence lP: Po Values: 113 Po" 2-?A- ; 2/3 Po= ~ft.~ ; .1/2 Po"' A 8 C 0 E £\1)., I \tP Add Appropriate Po value to static pressure at center of lest Interval r 'EST NO. M~~l~\ ~Z..Sequen~ No, ~**-B.____ Planned Center Pressure: r~' '2..~ . Z,~ '!IC...(l '=J-<:;),3,'8 . Transducer Readings Before Packers Inflated: Top.*- :i2!i:r;: Cf3: ; Middle 'p~t: : Bottom: *¢S:rZ:zr Transducer Readings After Packers Inflated: Top Z 4>

~~ft.~**3 -..; ;Middle it;"::(, ":1* L: _Botlom : -&::S~~
~~2 4-FLOW METER READING, Gallons Time, Middle~~

~~' FLOW, gpm~~

Transducer Surface Gage Minutes REMARKS

' h1itlal Reading, psi Pressure, psi Final Difference 0\Q! It'¢ i !Jt/1 'VA 7:J (f) ...__ __ ...... ...... -- * ~ ...... '55 ~~ IF5,t';J. ~ . 15& /M c1>'7 ¢ I ', 3/P 9'\Sf4J ~AS3 ":\- \'-\ t*:-:, L i:j(tl &C/J ¢:>: tpZ \ 1/)t>> 94~)*

~~9..1.~~

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~~(/19 l tf)i~ ?, rJ~~

¢~:~1/) 9£.\(j '] . ' ~6,. ~~ (t, \(. \ *~ t\.L\~ ss .::J'\~'3 ~A.~<t. <? \t, r?JlP.9~ {<' (/)

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~

C/J9 @.1( 1/ ~1..\-':\ 'lS -~l\ ~-, s \~ I "b 5 ,'::}tJ f:ptp {p!L\(/)(1) <;)l.\ '8'~ -~l\ t:;(b "+ \b. \'" ~~"-3>6.:~'1 ~-6._-~ ~ \~ ~3~ .L\L. u~~

t/) 9<t:ittl'. ~ ~9 r.P(Q)f/1 B ~s 2.-~ ~lo \ !J~:.wQJ (...(JJ ~' (/J lf/JP.. 9S\~ '7 '5'?1'> q. \A I :'3'5,oq i (p(/) <A9 tiJi?,</1 '7~~<:5 7>~L\2. . ":(- \ 6,. (/)'7* tjJ'{!;lffP . ~Bl!\Z .~* b' - \ ';)S,\\ &.d <:1'57':iQJ 0 \~ * . 1'35 31 t.>fJ ~';) 4?'b ~!() ~~'5¢ ':l?S7. ':\* \L\ /3513'3 /t.(!J (J 1:) . <J 9 ¢(1) 'j't)S "t ~S~A t \~ I 3.5 ?¢ ~-tR f/J'? I)J ~ "jt} 8' , *:,s,;,?. ~~t..*4 ?'::\- 'Z. \t.. &&
From Pre-liminary Boring Layout Survey Wl21 Rev*4- RCN: CRP-0414.4 Page 22 of 23

~~,/, 7 j ') Form Approved for Use on Clinch River SMR Projec t- J.A. Tice Techncial Lead Form Rev 0 .. R~viewed by 5£ /'V{f~ /.~~

~~Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-24 of 515~~

I DOUBLE I'ACKER BOREHOLE PERMEABILITY TEST DATA SHEET \ . AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 I I PROJECT NAME: Cl!ngh River SMB Project JOB NO. 6468-13-107.2. DATE;3~1-/3 Sorlng No t-A.Y..~\I¢'l ~2.. Borehole Diameter, ln.:..2$ _ Total Borlng Depth, F~*. S'L\~ Gnd Elav, Ft: M~

~~I Casing Height above ground, Ft:~f Elev. To. p~fCaslng, Ft. (Gnd Elev +Casing Height): 8@,~~

'31 "'Datull! TEST ID:t-\\ \~\ i.?- S(.Y.:::. "'\-\o:b-\~ (i.S _ Test length: 1 .S Test Section Depth (from B<llt:ifll1: From *14-:> *' tJ .m ~ To . I"::> '21 "'J . I (A) Depth to Water Table From Datum, Ft: Z , '2<1 Test Water Temp:~C Baro Pressure, psi: !4, 4 '3 I! . (B) Surface Gage HelgfltAbove Datum,* Ft. z, I IJ t; (C) DlstanceWater T~ble Center of Test Interval J!t. Oe~th t~ Center ofTest lnlaJ:val From Datum, Ft: f 4 8. 'iS ~\ '2. Static water pressure at center= (C*62.4/144) + Saro .. *- - MAXIMUM TEST PRESSURE, Po a ({A+B*1l + c**o:57 ) [Po= Test Pressure sequence "'1/3 Po, 2/3 Po, Po, 1/2 Po, Po I Po Values: 1/3 Po= _ _; 2/3 Po=~; .1/2 Sequence ID: A B C D Po;, Add Appropriate Po value to static pressure at center of E test Interval .! TEST No. MP*I!bl ~Z.Se.quenoo No. "B Planned center Pressure:~--.:.._- Transducer Readings Before Packers Inflated: Top ~-

~~Middle ~I~~
~~Transducer Readings After Packers Inflated: Top *'--__ __; Middle : Bottom: .....,.....-~~
~~--r-- --- ~~.~~

--- -*5 ~:Sr j ( "::! 71- 13 D) 1., .1? w H M~*\IP\ 'tZ- 'S~S¥ *~ l(b)J o'T' $}'l.. t-z-1. FLOW METER READING, Gallons Time, Middle FLOW, gpm

Transducer Sul'face Gage Minutes Reading, psi Pressure, psi REMARKS Initial Final Difference OJ~H '{) ~ ~w --q. \A*

.:$~(_ ~s~~ . )'b4l~t..* 6r*(!J . ~9~\IP ~J1.. ~~~~ <?:;,~~ \l\ \"3~.\~ ~(j} fi'O.J' H ~ IJ)(j) 'l ~S'e~~ . 9~~3 \A. _i'V\_A\* 6,{f) E_l*lo l~9tl(,' 41 i'1? b"?" ~ I.H0 7i-t.A A--S ~; ~~s (g.4 <19' \'Zi11 ftSII) *TA A ~.JJ, 1 t. 2~.(.,':/

tH
~~From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Projec WI 21 Rev*4- RCN: CRP-0414.4 Page 22 of 23~~

~~. T t* J.A. T1ca ec hnc1a~~

~~1L d ea Form Rev o~ Reviewed by _s-=--*,._]7:~~

t ,j) _ _._!_'1-T'/ J1/ Clinch River Data Repor t Rev. 4 CRP-1112.16 Page E.3-25 of 515 DOUBLE PACKER. BOREHOLE PERMEABILITY TEST DAiA SHEET . AMEO ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Prolect JOB 1'-JO. 646e-13*1072 DATE;3~3- /3 Boring No J.i\V>-W.H ~'2..... Borehole Diameter, ln.:.11S.. Total Boring Depth, Pt.. S4¢ Gnd Elev, Ft: Bthb,g

~~Casing Height above ground, Ft:M t* Elev. Top{f Casing, Ft. (Gnd .Eiev +Casing Helgl;t):~ll =Datum~~

()_~ (,'5 .*

f

'4-\<P~\"">;, TEST ID:N\9* \~\ 'l.:~-: Test length: *S ~Test Seotlon Depth (from 9~i:H't'l): From *1:4.:;, f) To 1.!5 2, 5 . (A) . Depth to Water Table From Datum, Ft: z zmI Test Water Temp:_3~C Bare Pressure, psi: 14 4'3 I . (B) Surface Gage Height Above Datum, Ft. Z., IU Depth to Center ofT-est IntervaL From Datum, Ft: . I 4 E£. 9'5' (C) Distance Water Table (O Center ofTest Interval Ft. J.A::L\ '- Static water pres sur~ at center:: (0*62.4/144) + earo = ':! 8, 2 MAXIMUM TEST PRESSURE, Po"' ({A+B*11 + C*O.S7) [Po"' ~8,2.1 Test Pressure sequence"' 1/3 Po, 213 Po, .

~~Sequence ID:~~

Po, 1/2 Po, Po . Po Values: 1/3 Po"'~~.(\.; 2/3 Po= '5:3,<& ; .1/2 Po= A 8 C D E 4.\\-, \ Add Appropriate Po value to statio pressure at center of test Interval TEST NO. M\?-l!t!l =tZ.Sequ.en~ No. __C< Planned Center Pressure: ~~~ .*

~~25',2'7S f ,ztS .~~

~~Transdueer Readings Sefore Packers Inflated: Top :P~ . c,.,t 9~~

Middle -~f

:P+/-._: Bottom: ..o!§ SrM Transducer Readings After Packers !nffated: Top q;~.
Z4, G. 3 ; Middle (... ?,41 Bottom: G:J5,Zfl ":1-1""13 FLOW METER READING, Galtons Time, Middle FLOW, gpm
Transducer Surface Gage Minutes REMARKS Initial Reading, psi Pressure, psi Final Difference

'1J.&Q JIN , ( (jCJ ~ z.tb:wlJI 9';:\~ ~~s~ \ '- 2.~ \~'3,8(/ 9 tJ \. 1$9 IUJ:">IJI ~~l ~:r:ta '\ z:c.. 1<..4 f/J~ C>S 1')9 1 2.3:/JiJ ')BI4 *?_gz.:s. \\ Z-'2... \(.,~.~. (j~ r(J,__9,___,~..,...Z-")-""'1,~:'-'-~<<,JI-_-"C)--=B~Z.z:.S--+___.9'""8"'"'3"'"'r....::=..-+-----'\'--'\---t-_2-_2._... _t_*V>_*~.--:'@_l ~+*.--~----=-5--lr-----*---l <P' : t4 \tliJ ')~'3(., C) SA..s C) \8 1 \ (.\.~ .~~ ":fS

~~From Preliminary Boring Layout Survey n0') .~~

~~Wl21 Rev A. RCN: CRP*0414.4 Page 22 of23 j, Form Approved for Use on Clinch River SMR Project- J.A. TJce T h~~

~~1L d Form Rev 0- Reviewed by _s-"L.*)2--,.____(_1.-+* It~\ ic:.. Test length:~~

n~. 9-\<0-\.~ q, S \Test Section Depth 6S (fro!lJflattlm): From '14.as dJ To 1<-::> Z1 "y . (A) Depth to Water Table From Datum, Ft! Z , 2(/) Test Water Temp:~:! Baro Pressure, psi: ...1..4.._43 . (B) Surface Gage Heigh! Above Datum, Ft. z,J lJ

~~Depth t~ Center ~of Test Interval From Datum, Ft; f 4 8. ':IS (C) Distance Water Table to <:;:enter of Test Interval Ft.~~

~\ '- Statlcwater pressure at center = (C*62.4/144) f saro = '"18, '2. ' MAXIMUM TEST PRESSURE, Po"' ([A+B*11 + c**o.57 ) [Po= S\3 2'.. ] Test Pressure sequence =1/3 Po, 2/3 Po, Po, 1/2 Po, Po ' t .' ~* <1':! . . . Sequence !D: Po Values: 1/3 Po"' 2'7>i4; 2/3 Po:.~ ; A .1/2 Po=- 4'-', I . A B Add Appropriate Po value to static pressure flt center ~f E C .D test Interval TEST NO. ~P*ltnl *t2Se.quen~ No. C. Planned Center Pressure: \ (..,:(..; * "3 Transducer Readings Before Packers Inflated: Top ~

Middle Bottom

w;;rr4 . q ~ ,

Trans?ucer ~eadings After Packers inflated : Top 2 & ' ~ '3 ; Middle : Bottom: <..o S' *'l f : . '=( ~ "9 ~ l 3 M*~~ \!PI '7L"Z.. ~~g c.. ~'PRo \t5L~~ \ '"Rt:> '"\S T T I,.\\ 'S jet.:l.CAG~o!!.C FLOW METER READING, Gallons * .* Time, Middle FLOW, gpm

~~Transducer Surface Gage Minutes '~~

~~Pressure, psi REMARKS Initial Final Reading, psi Difference~~

~~~._, \ 2A \"311 ';) 6L\ 'i ¢ -~~

()8f.\S . tP \ v?,:'S . 3 ~1- l't[l~. ]?&n tc;; ~{I 9 '0'\S 9a1 .\S (/J ct (? ~ I A f..! I< 1-. G"lltP L \vi~-:~u 9.'-1 v4 /

~~J;1th M.r:*r~~

O~~I?PI..£'0 2.'5 ~(# 9 '{;l\t; ~~l\~! \ z \td~ \~ ~+ .:ra . . #~'7 .zL, IJJ/1 .c;> el\t. iJJ 'Q L\v. cfi qJ \6~,~~ ry ~-thIS ~ 7'"<1/'ll.n<.J '-r g* I\,;_" ~ : * :f*":f ' 1'3 z..to;,(P 986."' ~ t'>l\Co (/ tl* \.~C:),Z.I . ~':(. . 2+f/JC{) ~*5L\t. *~* ~L\lb ep ¢ \t..'O 3"2 \ l(H/1 .. 2..':\-~ 'tSl\<.. ~'B6.w ~ (j .\14~ zt. ' \1~ (~ ~s~c:. *'98AU ll () \ ltl~ ;':\<!S ~VI# ZS~GQ "!>81.\~ ~tAu ¢ (), 'Z. C) /J)l/1 * ~aAv '?- 'SL\L. di' ¢

~~\~9 St.\~~

\ ":\,($ ,t/}\ \¢(/} \lb() t/9: '761-\l,' t.l ¢ ::v. ?,.~,, C)~ACtt \ \.!!~ \ ~~ (/) (J;/-'D IM9l "3 ~r?n '73e:l"'J" 7' l~ !...-.. 7f2A iUS .... G.~c;. ~A 1()9', 3 U II/ '1"bP '71<(.\AS.$ -,J.- 2&, .G..9. ~From Prellminary Boring Layout Survey Wl21 Rev'4 - RCN: CRP-0414.4 Page 22 of 23 tft J R~viewed lJSb 1-z,f(1' / Form Approved for Use on Clinch River SMR Projec t- J.A. Tice Techncial Lead Form Rev 0- by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-27 of 515 DOUBLE PACKER BOREHOLE PERMEABlL11Y TEST DATA SHEEI .AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Prolec!; JOB NO. 6468-13*1072 Boring No ~?-~\~Ql ~"L .Borehole Diameter,ln.:.i$_. Total Boring Depth, i=t..,..,~ Gnd Elev, Ft:~.

Casing Height above g~ound, Ft:~":?- Elev.-Top of Casing, Ft. (Gnd Elev +Casing Height): $~( *

'31 =Datum TEST ID:MP *\tl\ 'ic-:- Test!ength: g,S C{~Se~t~~~;p\~from~C~ From *14-?,fl. To 1~2,5 (A) Depth to Water Table From Datum, Ft: ? o4(// TestWa!erTemp:_ ':(r,b"'tC Baro Pressure, psi: !4.4 3

~~(B) Surface Gage Height Above Datum, Ft. Z' I ()J~~
~~Depth to Center of Test Interval From Datum, Ft: *f 46'. ';fi; .~~

(C) Distance Water Table to Center of Test Interval Ft. ~t L Static water pressu~ at center= (C*62.4/144) + aaro= ':{-$, ';,(_ MAXIMUM TEST PRESSURE, Po = ([A+B*1] + C*0.67) [Po "' 8~,'2...). Test Pressure sequence "' 1/3 Po, 2/3 Po, Po,

* ' :-~ "
~~Sequence !D:~~

1/2 Po, Po Po Values: 1/3 .Po "'~: 2/3 Po=_15'8/B : 1/2 Po=> 4 L\ *\ Add Appropr A B C 0 iate Po value to static pressure at center of test Interval E TEST NO. ~~-!~\ ::c;z.seiquence No. ~C..:__ Planned Center Pressure: 1-<.6 ~, *~ Transducer Readings Before Packers Inflated : lop ~~ e5,c 3 ~<&. ' '

Middle '(,] ,'4 I

Botto)11:

Trans?ucer Readings After Packers ln.flat~d: Top Z &, ~ 3 Middle (i,~ ,-:tl : Bottom: I lv\P-10 t c ("R<S~"E S '1:) I. -=t.'~ $G(fV . I Time, FLOW METER READING, Gallons Middle I Minutes Initial FLOW, gpm

~~Transducer Reading, psi Surface Gage.~~

~~Pressure, psi REMARKS Final Difference VI' *~<0'.. ".:,(}; ~~t\B ---- . *- t'""' .......~~

~~(.pfi1A*8 .* .fD (34Cnl~~~

\~\* "?> *~ ~~ 'J'Stva 9e~4 ~ \'-. <.D13A8 C)~ tt/1 ~ "3f=r1>tJ 1----'-- ~~S~* ~gu,a, \£\. *z.~ \ ~z., \ '7 \ {/1 ':'.\ rlli 'i' A.<lt Qlf/J ~~"'~ 9e~s¢ \1.. :z.A.. r;:;J~Irf' F'u:rt....J '~~.~~ \\¢ lc*n 1..=- "_fi!.s t).. ~ (3 \ t!Ci) 4til\ ~It} ~et.i.CJJ ~t\'?~ 'Z,(.,. . \'";1.'5,'53 \~ \<!% \It; A\', ~~OH.. ~~?..\ \~ 1~ \t.>9 ,95) . \~{jJ t<P~ 4'2..\ ~rP '}~OZ. I ~C)~tft ,. 'tl \'[, \~~.R'L \ll!lP \(#lt.\'2: ?>~ ~9~ ~9L\1.. \ '2.. Z-4 \"":\Vt-3 '~~~ IIP7 4;)~ Cl>(/J 994'"2. 9 .t:)CC,'3 \ \ 22. \ ~-2.,*~*\ \lfll/f 1¢: A~l3tP . ~~s~ 9'71l6 ~ \'3 3t1 \ Lp<.3, (/.11.\ SIS "'PRO'f.?> f.-; L<Jt...,) I d~ 4-A. \ .t,P tJ ~~c.c,g . 9'9";:*l:5 \ 'Z.~ . \ t.;7:\ : c; f/1 '3S ( 1¢: At.,~ 1,1} <7>~'1-~ ~~ tl) ~ \\ 2'2. \ kti':\. '\ ""L 9'3 r¢'* 1\S':.!f*¢ ~~g~ ~~tp~~... 1'11 (b . \\ zz.. .\\£1 '8 A\ ~~ ~~*. A.<iJ\'";f/; . l ¢iCJ!. (/)~ .X \ '(y \ 'L .. Zl\*' \*GM ,":1"} . ~s I(/J ; 4 lh ', ({>(/; I £1}4i \ 't:' l!fj'~~-;3 . \.\ 27... . " \~...r.~~,bS '31* 1\f!i A~ niP I IP<P23 t~ifiiX1S . Z..t\ ~ \*~e,:t~ i?"'.\ r¢1: 4~\<11.6 'f/J(J) '015 I'~P~l.\1- \'Z. zt1 \. 'Lr.8 .~¢ 91-

~~From Preliminary Boring layout Survey Wl21 Rev A- RGN: CRP*d414.4 Page 22 of23 Form Approved for Use on Clinch River SMR Project- J.A.~~

~~Tice Techncial Lead Form Rev 0- Revtewed by~~

~~. * *~~~

l'Jl 1~{17}{ J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-28 of 515 DOUBLE PACKER BOREHOLE PERMEAI31LITY TEST DATA SHEiE!T .AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch Rlv~( SMR P~ JOB NO. 6468-13-107~ DATE:3~3-f3 Boring No tv\?-\~\ ~L. Borehole Diameter, Jn.:..2$_. Total Boring Depth, Ft. S'~l) Gnd Elev, Ft: !3thM3.

Casing Height above ground, Ft:~jif- Elev. Top~f Casing, Ft. (Gnd Elev +Casing Height): tJ¢(, ",; *~ =Datum TEST ID:f\,\?* \ll-\. ~i."'2- c;~'.::::> "'.:\ -\ t{). v::, 6 5 .'

TE!st length: :>( *S Test Section Depth (from Sat~:~m): From I!J-=;, lJ.. To. IS?..,~ . (A) Depth to Water Table From Datum, Ft: Z , Z.d! Test Water Temp:~C Baro Pressure, psi: /4 ,43 . (B) Surface Gage Height Above Datum, Ft. z., I/) Depth tci Center of Test Interval From Datum, Ft: f 4 8, 'l-S (C) Distance Wat~r*i*able to Center ofT est Interval F:t. JA::L\ '2.. Static water pressur~ at center::: (C*62.4/144) +sara= 18.£ MAXIMUM TEST PRESSURE, Po"' ((A+B*1] + c*o.57) {Po= 88. '"l:J Test Pressure sequence"' 1/3 Po, 213 Po, Sequence ID: A Po, 1/2 Po, Po Po Values: 113 Po"'~; 2/3 Poe_ea S ,f) ; .1/2 Po= Alj,, B C D E ~ Add Appropriate Po value to static pressure at center of test inte_ Na1 TEST NO. tAI.?*U~~ :t;zse'qu.ence No. L)~. ":\~~H~~ C Planned Center Pressure: \ l.ff<...-.1, ~ z$,2 -$ ~-~ t{*~*-\ \ 0 Transducer ReadlrlU's Before Packers Inflated: Top ~.ft '::J 9ooo

Middle "68=;

'1+/-- Bottom: *~-*

Transducer Readings After Packers Jn,flated: Top _ 'Z &1 (a,:*3 Middle ((,"'::#- tf I Bottom: &S, Z4 FLOW METER READING, Gallons Time, Middle FLOW, gpm

Transducer Surface Gage REMARKS Minutes h'litla! Reading, psi Pressure, psi Final Difference

( \ cb ',l.\"'::\', ~~ ' l<P£~"1- \ C!>cb (\..'"::\ \lP Ztl \ ~£! \~"Z.: . 9~ \II}', 4'& \(fi(/1 \<lf.h 5~ ~~~~'::\ \lfi '2, C/J .. ut:t- \~.~.!- <;:;~ \~ *, L\ ~ *, 3Ul \{bj~.:~ .. **S 1(,1'~4 \\ z.z. \~C)."3"3 94 ( tj', Aq'U \ ~~::t!.>' .,t,U'* ~~Cb"' :*, .\ 1.. .zL.\ \~"i) ,\(\ 91- - /EMr.? ..*I*' tt;J: Stf!¢~ 1,3 &17" 'h. ' . Ti~A.JJ"$ *- ~6. t2 \.,. *--: 7/<:'L\i'.:Y' l:u:/ c G t<. ) wP> ML\y' 1-/ 1.~ V<!f 1--tJ\It! t'"t:> {jl *~::'oRO: t¢'~~ \ ',(M T.:fr'~ 'I~AJJS .:P' 22,Q '4 ' ':5l:Ze *~:> ~~ ~t\f)jp.. £!_ A7. /(/)r'3 8l B¢ !AI '7.::: Aril !dJ: 1{;2.'/~ '"B~.t.l.R.~*. 14,44 .(">~ I':\~~. ,-~*: (. "From Preliminary Boring Layout Survey . . WI21R ev'4-R CN:CR P-Cl41 4.4Pag e22of2 3 , )1 ~},') ?~1~ *

~~. *.'("]~~

Form Approved for Use on Qlinch River SMR Project- J.A. Tice Techncial Lead Form Rev 0 *Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-29 of 515 DOUSLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME; Cl.lnch River SMR ProJect JOB NO. 6468-13-1072 Boring No f..A. '?~\~\ '.!.."L Borehole Diameter, ln.:.:i$_ , Total Boring Depth, Ft.. !;1'4¢ Gnd Elev, Ft ~.

~~Casing Height above ground, Ft:~c'fi't- Elev. Top~fCaslng, Ft. (Gnd Elev +Casing Height): $¢(, 31 "'Datum~~

~~"::\-\(P -\3 TEST ID:M?* \(/\ ~~ ** Testlength: :T .S ('\;r.~~~

~~6"5 .~~

~~'X:resfSection Deptn {fromBsltlm): From~~

~~14-:., t}. To~~

~~~ I? Z, ?J~~

~

(A)* Depthto WaterT able From Datum, Ft: 2 .Zr/t. Test Water Temp:~;:: Sara ~ressure, psi: ..14.J;3 . (S) l;]urface Gage Height Above Datum, Ft. z, I IJ Depth to Center of Test Interval Fr~m Datum, Ft: 14 8, ':l*$ (C) Distance Water Table to Center ofTesllnterval Ft. 1~\'"2.. Static water pressure at center"' (C*62.41144) + 8aro"' 1fJ .'2 MAXIMUM TEST PRESSU.RE, Po= ((A+B*1] + C*0.57). (Po"' 58 ,*'Z. 1 Test Pressure sequence= 113 Po, 2/3 Po, Po, 112 Po, Po Po Values: 113 Po " ,2;~ A; 2/3 Po= 'SS .~ ; .1/2 Po=: 4 4' I Sequence ID: A B C D or Add Appropriate Po valu.e to static pressure at center test Interval E TEST NO. M?*\~\ ~z.se'quenca No. 0 Planned Center Pressure: l2Z * .'3_ . ~'5.23 !~~- Transducer Readings Before Packers lnilated: Top ~, 'M ; Mlddle ~ : Bottom: .....=""""-'...,___....._., TrarsducerReadingsAfterPackersln.ffated: Top 2&,~3; Mldclle (:c-.,.,i-1 :Bottom : G:rS,Z.L\.- JV( P- 11/)/ ~~ ~<9D FLOW METER READING, Gallons Time, Middle FLOW,gpm

Transducer Surface Gage ' REMARKS Minutes Initial Reading, psi Pressure, psi Flnal Difference

,~,. s<¥:¢~ --~~* 14-:?.91' :;z.S~ 1~2£\~ _(,_\:>&~~A~~) ...... ,. t¢: s-=/c'/At.J \~~~~\'S(b .\¢>:ad>~ \{j~ 5'B~~IP .\t~Z:t~ .,Iff;~ ~'6~3~ \~: Cb9~W6 \~*"<lj,9 n~ II.' f/J¢: dtJ \W3t.¢~ I S¢ /1: ¢(/) ,' 3 t) \(.. tzea*,¢3 b ~ ~-5_ ( \ ~ ¢2.' 3(1 \l~'~(~(t \ \ : (/Jj .' ¢/J) \\: i ~41¢~ It' ~L\:~# .. h* I ¢4!4' 3 ,:._.._, ..... ,......_.._._ 'JSQ(.s< ((J..I, t'lf> 5'4t : '$fl trJzs't vr< "':;> ~ '\ \,., 14~.$9 ~s~ Pt.. o t....~ \~2~\ 1¢2/..:. (,. \S . '1d 14 $.3_1 (e~ ~* ~~*';\~\."', ,.3ta1 I¢"'?:: ;¢ L\ 8 55 I ¢Z*:-t~ ~ "'\'1, 122../ 'S 5$ H~"Z,)(. I fi!;Z8"5 +' \.\, I ~2..'2.1- *s-e. \ ~ 7.-t'S"'$ 1¢'£.9 1 ~ \~* 13Z.S'9 *sg \t~'l.~\ f (j; 3 t/JI/) ._-:;,* \ ?' fW2.89 -sg 'T::>~'..,Or-' P6Clt....~ *z_¢ I ¢31¢ ~(j . ~~'3 f/)7.. \C./>'~ VI> . 1¢'31{... ~ n. t2Cu.~B '6¢ n: fl;l;¢( /) . \ (~ -~\\., lt/1'3Z3 *'".\ \A, '/~,29 '£¢ I I *: fJJI.' '$f) \Woz~. I $'3 '3 / (j) 5t!J I \ : (t'Z.' ¢(/i \ t~ li~l /1)'34( tJ {'2.'-o ,/5 '5¢ ( ¢'34 "f .'T \A- 12 S_,:3(.. S¢ \l~$~1- \ <.b'3 ~~ ~ \~ IZ~J/J'B .:S<J I\: <ti'3l Jr/; \(~os~ f¢3(, *z.-. _g \<.o ' f2,G,.,()z;. 6¢ \<.fct..l.. ttA'3G.'7 ~ \A I '2'5,':'/-S 541 . ' \(~'3~';) i~.'3'fGs 4 \t\ f2?,L ll 5¢ £1-lf"; )

From Preliminary Boring ~ayoutSurvey II,' t)!J'S/ .3 rJ ';;3*-orr.,:,,.__ Ttei.V.J '::> (...Gz.,/1 II; f/!t:,: 3¢ *r,:_-;<;> T 12 "' .u-1 Wl21 Rev'4" RCN: CRP-0414.4 Page 22 of 23

~--~-'~+-"}( jj() Form Approved for Use on Clinch River SMR Project . J.A. Tice Techncial Lead Form Rev 0- Revi~wed by _$Jl- ~ Jl Clinch River.,Qat~. R~port Rev. 4 CRP-1112.16 Page E.3-30 ot'515

~~lI DOUBLE PACKER BOREHOLE PERMEABILITY~~

'A(vlEC ENVIRONMENTAL & INFRASTRUCTURE, TEST DATA SHEET INC. Page 1 of2 I PROJECT NAME: Qrnch Siver SMR Prolect Boring No ~~-~\ '1..."'L. Borehole Diameter, ln.:2$ JOB NO. 6468*13*1072 DA'fE:'3~3-n _ Total Boring Depth, Ft.. S'-40 II Casing Helght above ground, Ft:Q. iif-Elev. *Top~ofCaslng, Ft. (Gnd Elev +Casing Height): 8¢(, Gnd Elev; F!:~.

~~II TEST ID:M\':1-I!f\ ~"Z-~~
~~. . C'l Testlength: __5L_~Tes Secl!on Depth (from.J~~

':\-IW*\~ c;1s i'la!hlm); From i4~, t) 31 "'Datum To ./52, 5 * (A) DaptrJ to Water Table From Datum, Ft: Z, Zdt Test Waler Temp:~c. Baro Pressure, psi: ~4 ] . (B) Surface Gage HelghtAbovg Datum, Ft. z_., I() Depth to Center of Test Interval From Datum, Fl: f 48, ':f~ (C) Distance Water Table to Center ofTest Interva l Ft. ~\?.. StaUc water pressur~ 11t center= (C*62.4/144) + E\aro"' .~;8 Z.* MAXIMUM TEST PRESSURE, Po eo ([A+S*1] + c*o.57 ) (Po;;, ss, ?4 rest Pressu re sequence" 1/3 Po, 213 Po, Po, i/2 Po, Po & . Sequence ID: Po Values: 1/3 Po= z~.-:\-: 2/3 PO"~; A B .112 Po"' 4A *I Add Appropriate Po value to static pressure at center C D E oftesllnteNa1 TEST NO. M?*\IDI :t;Z.Se.qu.ence No. /!:- Planned Center Presaure: I~ t.P * '3 <!:1 <I! .~ t!$.? 3 * ?&n/1 ;7 .Yt e>' O Transducer Readings Before Packers Inflated: lop -§ (§,, 4 f> : Middle *"§i1 ,J I : Bottom: '* 4 S ; 2 4: Transducer Readings After Packers lnffaled: Top ~~* ; Middle (o4-,~*l Bottom: wS I Z4 . '(~ ~:- . Z2, <I* 4-M P.l 0 i~2 s'lEt;;G -q . ':1 \""5 ~ FLOW METER READING, Gallons Middle Time, FLOW, gpm

Transducer Surface Gaga*

Minutes Reading, psi Pressure, psi ReMARKS Initial Final Difference \\\ ~\ \ *~*~ \ <IlL\ f'>'B ._. u.. *- ...-....-.....-. o-.:.,....... \*~~,""'\':'4, * /liJl ~~;(<\$ (J' . ~¢ 73*tlf!l7 I "J* 1::~ ~tw .. \\\YZ~'?o'fl \$4 iB IWS~4 \i..J ':2'(!, ~* \'1t.a.9~ I\~ \\'1 \'~'/Uti; l¢.::;;,.C(J4 \!IS \<\ \d> Cf.JI'!JC/f.i!fA;J'~o '\ J * ~$ \::X"\ ~ \ '\II "D~cr-P f!'l tSW \\', \!;,\~~ .\(,b~\4. **\ <ts z{;, \~ , . ~1\ '".\I\."":\ z. \ll)S ~('QFI!f(~fU!'fi\Sl(;. ) . PRo P i=!L"~ * \\\ \A. tl C/) \<.&szc. '0Ll . \ A;l\,(f4- \~*~'3~ \~ ';:)S <i~ * -q q, \\\ \£1.\~tf_ t~~oe . \ ~SA.':i ';;> '\ .. . \s (/;(1 lfti'bL\1 \ (/j*St~<I'J. \~ \~ 2,(.., \U!Ll.~ \l...nu,~?_ ~S_ 9S \\\ \ c:;, ?>II \ ~ '5£,;fb \.~:'t5 ':\ \ \\ 't~ . \ t,..(b,~ 'i)t. 9'.) \\\ \u *<f'~ \ ltf<S=t-t \ (p"t> ~i \~ ?)f .\t..d .* ~ 1 ~ . ~s \\' lVc '3~ \ 0'5:51 \CA'i:i<'1~ \~ *~A \~~.\1\, ~$ \\', \4.' ~~ \ lP "'t;> '3 \ (j (a GJ4 \t ~.{c0 \~(.,.~\' 9S \\', n ~3~ \ 'll:tJcp6... \ (~(__, ~ lc \'2.. ~t\ *\~~*,s~ 9S /' \\' \ ~~{/)(ll \<b~<t.. '~*lo z ~,., . \.(j (?_(, \ lo lo ,';}<:)* <)s* \\', l8~3<1* . \"l.t> if., \!flit~*~ . \0 2.4 \~L.":\-\= 9'5' \\ ~ \t;> \tl¢ l<,b~"3S \~{.,<!\'& \l',b 2t/J \~':\, \'3 9% .. ,,.,~,-s~~ lvbt. 4$ \ !pl.,$8, \.t/1 . 2¢ . \~~.o.S!(} 9S I!FM D I\ \.'1-~ *~ 211 "E-~'T(""M . /teAM 'S *' (,. & * (; {.,~

~~- !ll . 2l \ <t;IJ; T.jt> 'Tte.AJJS' - -e 2...~4~~
~~From Preliminary Boring layout Survey Wl2i Rev*4- RCN: CRP-0414.4 Page 22 of23~~

~~,/ Form Approved for us~ on Clinch* River SMR Projec t- J.A. Tice Tee nc1a h~~

~~1L d ea .~~

~~Form R~v o- Reviewed by_!:S:...!l!='C--_(-i~pc.L.Jj/7 Clinc h River Data Repo rt Rev. 4 CRP-1112 .16~~

~~Page E.3-31 of 515~~

I. I i ! DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET i *Page 2 I. -dri5 yhe- J . iI BORING : M P**I ¢1 ~ iG A..ff)ll-1 fp ~;;

~~DATE: 7--::t~ 1'3 . .~~
~11e Z f tsb-I 1:. *~~~~, *

/V!cGil:.I.-/JiM DATACO LLECTE DBY: ToM GoooA;< ?r:';}* i I SIIUT-INTESTP!UlSS~: .. 5p. (2/ ('I fp TIME, SURFACE GAGE CENTERT~ minute PRESSURE psi *PRESS . I II \ .,-.o ~ ."" \'? ~ '" \ "'( ::---- D \...::-- ('") r- ~ ~- ~ ~ EQUlPM ENT USED . V"" ,._.... . Transducers: *Level Troll700Serial Numbers: 33589.6/R24844 (shallow) ~!l2/13;. 3153Bl/R24039 (intermediate) 6/20113; 141142/R10.367 (d~p) 6120/13; 3l.5380/R 24038 (spare) 6/20113 Surface Pressure Gage: (Both Wil{a 21~3) ~ MW~3 (at pump); ,II"" * ~ MW~4 (at totalizer) 6111113 _ _ _ _....;...... Baromet ric Probe: (Baro Troll) ,l21315/R22669 6112/13 * . . Flow Meter: (Master Meter 1314) .f?ss24788 field checked 6125/13 C 1-1 ~CKG'l:) \)~, Stop Watch: (Spot*tline 220) -=-'L2S6/2786 6/10/13 '::{'- G, ~ 2al ~3 Date of. Calibration: Dates in italics after equipment serial number ,... Calibrat ion due: _Post Testin g*----- ,----- - F\~e-::, FoR F.:o/../co Z fl..:tc.t...uo&'-s . Sii.(~_f.ICi.v.Cr::s A *- ~ . 'Z...q-~

~~i *tt.~~
~~n (o.. "~'* ...... 19 <>)~~

IV\'?~ I~~ t:.$' (1;}) Z<tll '~~ ~":( *f/>t.... 1\,'2'7 13'4* '-'>'S L . 1'-1\v:>-~*\ f/l t.?tfb ) ~~n,.- cJ'1--~~ l\.2'.9,34 IS;>CCGt.. l'J\~:.. \ 1~.. -t.'.-fC~:) *v,H"5 ~ 11=1- (j)(. 1\. zztn- ~L, 1'-1\.?- " \~\ ~..'~(\) Z.~J>- (/ "=/-¢L. \\,ZZ ,\'1 E.JCC.c.H.. M~ ~ \f/'\ ':Z..%(\"1\) Z.l.b13~ <l':t ... tpt:.. \\.24.4-4 \V'SL \'t\\Y- \~\ t~(\V...) Z~r~ ~ Q1,-,PL. 1\,ZAA'I* E){~el. 1'-t\5? '-\<I\ "U (L) 'ZC'P\'1.:... c'$1 ~$~ II (4C..S5 W~L l"'-? - \ ~ \ "t.Z (L) 't.tpn - ()J':f -t/JL 11, zt, .35 E 1-<:~'- Wl2i Rev 4- RCN: CRP-0414.4 Page 23 of23 . {'11/f'hl.J Form Approved for Use on Clin.ch ~iver SMR Project - J.A. Tice Techncial Lead Form Rev 0 - Reviewed by iJZ: ,- 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-32 of 515 Clinch River SMR Project Prepared by: (;.Pr Date: ~8-' ;q_ Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072

~~Checked by: !JS ';-- Date: 4- ~ f!J -' ( 4-Baing: MP-1 01 Zone: Z3 190.0 feat to 197.5 feat below ground surface Transducer Locati on: Middle~~

~E:>;Luence A_(1/3 Po} Sequence B 2/3 Po Sequence C Po E1apsea 11me rlow rate 11::1apsea 11me It-low rate 1t:lapsea 11me 1r1ow rate Time {minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time {minutes) Pressure (psi) (gpm) 13:32:00 0.0 95 .50 0 13:51:00 0.0 141.49 0 14:03:00 0.0 207.82 0 13:36:00 4.0 95 .16 13:52:00 1.0 142.95 0 14:03:30 0.5 207.95 0 13:36:30 4.5 96.60 0 13:52:30 1.5 165.00 0 14:04:00 1.0 208.41 2 13:37:00 5.0 96.40 0 13:53:00 2.0 165. 12 2 14:05:00 2;0 222.50 1 13:37:30 5.6 96.86 0 13:53:30 2.5 178.82 0 14:05:30 2.5 213.52 0 13:38:00 6.0 98.47 4 13:54:00 3.0 178.96 0 14:06:00 3.0 216.95 2 13:38:30 6.5 166.45 0 13:54:30 3.5 179. 15 0 14:06:30 3.5 214.29 2 13:39:00 7.0 141 .44 0 13:55:00 4.0 179.25 0 14:07:00 4.0 214.16 0 13:39:30 7.5 141 ,29 0 13:55:30 4.5 17937 0 14:07 :30 4.5 215.05 0 13:40:00 8.0 140.67 0 13:56:00 5.0 179.34 0 14:08:00 5.0 215.69 2 13:40:30 8.5 140.10 0 13:56:30 5.5 179.28 0 14:08:30 5.5 207.08 0 13:41:00 9.0 139 .74 0 13:57:00 6.0 179. 16 0 14:09 :00 6.0 207.79 2 13:41:30 9.5 149.11 0 13:57:30 6.5 179. 16 0 14:09:30 6.5 226.46 0 13:42:00 10.0 149.49 0 13:58:00 7.0 179. 10 0 14:10:00 7.0 225.49 2 13:42:30 10.5 149.50 0 13:58:30 7.5 179.08 0 14:10:30 7.5 225.32 0 13:43:00 11.0 141.44 0 14:11:00 8.0 225.96 2 13:43:30 11.5 141.15 0 14:11 :30 8.5 224.52 2 13:44:00 12.0 141.10 0 13:44:30 12.5 141 .03 0 Note: No reading at 14:04:30 13:45:00 13.0 141.20 0 13:45:30 13.5 141.31 0 13:46:00 14.0 141.26 0 Sequence D 1/2 Po SeQuence E Po Elapsed Time F1ow rare 1c1apsea 11me Flow rate Time {minutes) Pressure (psi) (gprn) lime {minutes) Pressure (psi) (gpm) 14:1 6:00 0.0 224.74 0 14:30:00 0.0 207.61 0 14:16:30 0.5 184.28 0 14:30:30 0.5 207.89 2 14:17:00 1.0 183.40 0 14:31:00 1.0 220.85 2 14:1 7:30 1.5 183.45 0 14:31:30 1.5 221.24 0 14:18:00 2.0 149.12 0 14:32:00 2.0 221.30 2 14:18:30 2.5 148.20 0 14:32:30 2.5 221.42 0 14:1 9:00 3.0 140 .79 0 14:33:00 3.0 221.25 2 14:19:30 3.5 142.85 0 14:33:30 3.5 221.39 0 14:20:00 4.0 145.70 0 14:34:00 4.0 221.99 2 14:20:30 4.5 145.37 0 14:34:30 4.5 221.73 0 14:21:00 5.0 145.59 0 14:35:00 5.0 221.87 2 14:21:30 5 .5 154.55 0 14:35:30 5.5 221.97 2 14:22:00 6.0 154.72 0 14:36:00 6.0 222. 10 2 14:22:30 6.5 154.93 0 14:36:30 6.5 221 .75 0 14:23:00 7.0 154.92 2 14:23:30 7.5 155.24 0 14:24:00 8.0 155.04 0 14:24:30 8 ,5 155,01 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-33 of 515 . -------*-------~**-**--* -**---------*-**--------------------- 3.5 *1------------------~1**-~-~-------------------- 3 -~--------~---.. --*-**--*---,-1----------------*---'--------*-----*--*-*--*----- 12,5 ~ ~ 2 +-----*--*--*----..~---*--~-~--*-*-----*--*-----------*-***-*-*-----*--*- 1.5 +--.-------------------. . . -------*---~----- ------~----*---- 0 -~*-------r-------.--~~~-~-"-----+-"*r-~-~-* o.o 2,0 4.0 6,0 8;0 10,0 12,0 1.4.0 16,0 Elapsed Tlmalml~utas) NotE!s: ie5\ presMe apprOl<lmately l/3 of !he ma_xlmum'lest pressura (Po), FloW

-*-*-***-...-*-~*-*-*-**------................,__.._.,...._.__.._-~----......~..-.--~-~~------------------~!~.~J~!fr'!l~~~over-a ao*sE!I;Oild Interval, .... ---.----..,....--o...............- - _ . _

~~r - - - - - - - - - - - - -..*----.. IVIP-101 Zone 3~~

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

0,5 - - - - - -
0*-*---- ~--~--------~**---r----
0,0 2.0 3,0 4.0 s.o 6,0 7.0 8.0 Elapsed Tlmajmhlutas)
--2/3Po Notosl Test pressuro appl'o)(lmatoly 2/S of tho m~l!tmunltest pressure (Po). Flow
----*------*---*- _ _ _ _r_*I_*.:;.IYP~~~~-~surcd ovarilSO secol\~~~--------__J Prepared by/Date: l(t\'--- I / Lf/;})'1 Checked by/Date:f.lk:t f/)
. . (/ 1 4.r Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page E.3-34 of 515
MP*10l Zone 3
?..5 ~~-~-~---------------~-*--------------------*---------*--*
1,5 --4----------------+----~-----------!--.------i-t----+-~------r--------
1 ---------- ,----*------*-*--* ----------*----------------------*--*----- -* ----"-!-~----*~
o.o 1.0 2.0 s.o 4,0 5,0 6.0 7.0 8,0 9,0 Elapsed Time (mlnu!es)
NOtes1 ToH approx!matoly at the tru:ixlmum test pressure [Po),
. . ..........................._.____,. . ._..._........................--.............._..........,... . . . .~..~........-.... _. . . .....~-~--------***~*--~--~......---""""~*-~--~--"**----*-***-*-....!.J.~aJ~~IXB.!~!!!!t.W~!~Y!~d_o1~.!1Ql~0.!1E.Lt!.t~..VJl.L... .,........._......
MP-101 Zone 3 1.5 - ---------------------*------------------'/
1 **---------------*------*--------*---- --------*----------------------**---------
0,5 * -*-------------------*--------------------*----------*-----*----------------------
0 o.o 1,0 2,0 3,0 4.0 5,0 6.0 7.0 8,0 9,0 Elapsed Time (minutes)
--~1/2 Po Nates: Test prenure iljlJirox!mately 1/'l or the maxlmltm tesl premne (Po), Flow r~:tto typ!cally.mensured aver a 30 S'>lCOn<~ fntorval,
~~Prepared by/Date:. _ _.:,:._*_::flltL::r---:,... . ...,L;I0,_,L4 1-:Ll--L"I_~~
J.
Checked by/Date: ---f-if!X2~-
v
__ :.I::L.;ft~u~ZLLL.!"..7-_-
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-35 of 515
MP-101 Zone 3 2,5 -,----- -*-**------- -----------------------~*~----------- - - - - - - -- - ' - - --
0.0 1.0 2.0 3,0 4,0 .5.0 6.0 7.0 Elapsed flme (mlnutos)
~Po NOte$: iest ~rauura af:lprolllmah!ly aftl\o r'I\Axrmum lost pressoro *(~~),Flo w
----*-**- - .......---~*-~& WAicaiJy measured9v~~:r~ SQse~~iY!.h.-----~*-***-*
Prepared by/Date:~t ~~/1" 1/;u ?-'
Repo:::C~P-1112.16 Checked by/Date: ~
Clinch River Data Page E.3-36 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1.of 2 PROJECT NAME:: CUncb River SMR Proj)lli JOB NO. §468-13-1072. '.
Boring No ~P* \It>\
~~Borehole Diameter, ln.:~- Total Boring Depih, Ft .. ~4(,2)~~
Gnd Elev, F\: S¢¢,8 *
~
' CaslhgHelght above groutid, Ft:M~ .
Elev. Top oft2aslng, Ft. (Gnd Elev +Casing Helght}:o~l, '?>:X~'* 9~,
Q~"t"L\...._ '
3 ..., c:::_ o*~~. '::.'\-\$* \;, *c:~;s .:
TEST ID: MP* 14H '1;.aJ.J~ ""rest length: :r * ..J ~~ 1\st section Dep1h (fromilellim)t Prom *19tl, U> To I ~-:q .., 5.
(A) Depth to Water:rable From Datum, Ft: S *~ Test Water Te~p: 1"-f¢ o,;-* Baro Pressure, psi: 14.44
~~(B) Surface Gag~ Height Above Datum, Ft. ?.,... I f/.)~~
. ;. <=--~Depth to Center of Test Interval From Datum, Ft: I ~ ]> ~'::}- 'S
-~~.~~~ . .
,(C} Distance Water Table' to Center ofTest.lnterital Ft. l '2'>JS, ':0\4 Static water pressure at center= (C"62.4/144) + Saro t:: * <;)l..o 1 \
MAXIMUM TEST PRE!SSURE:, Po"' ({A+B'*1J + C*0.57) [Po"" t lA *~!!-Test Pressure
.
Sequence sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: 1/3 Po = '?>* B'2-"t 2/3 PO" :!j--1..,. esc::: .1/2 Po:= co'::\ A\ Add Approprtat JD: A B 0 D E e Po value to static pressure at center of test Interval TEST NO. tJ\\"'* 1t.61 ~lequen~ No. A
Planned Ce~tE!r i='ressure: *i'P*~ ~~. ::l-Lo~ \") \*~1.\ ,*~~
~~Transdueer Readings Before Packers Inflated: Top ~A * *~.., ; Middle 52 '5 , *z 9 : Bottom: 9-<;:J. {/) ~.~~
~~rransducer Readings After Packers Inflated: Top VL. S I Middle ~)CS./~~ : Bottom:~~
~~Ber,)\ '5 f"LOW METER READING, Gallons Time, Middle FLOW,gpm~~
Transducer Surface Gage. REMARKS Minutes Initial Reading, psi Pressure,. psl Final Difference t ~*.*~ 1..\111{/J '?Z.Lq ,'" .... - .... -- . . ... _.. _.~
' C)'S, '5¢ ¢ . -Bt!i&tiJ r~~:,. ~~\~til
<7'5e t<.... (/) . ,;*-
\M'~<P ~2.4-,.. ~G.l\'\ .¢ tP <}lo,~(l lfJ 31\IP(/ ~2..4-"\- ~'lA'~ c/J (/J ~~Atp cp c.b (fi
':S':\~liP ~2.£\.";'.'f- ~?..Aq ~(.,.B_(.:- 0
'~S\tp~ ~z.4-+ ~'ZA\{) 4~
~~4-. L)S.t\"\ ' 'q(/)~~
'~f) \'2tP. ':> z.A') ~'l.A~ o/J ctJ (~~~~ lt,ut;' . 4¢ "J'-?~~ ';>Z.t\~ ~'Z.A<::J ¢ dJ \L\-\ .l\A; L\c.fl 3c;>\*~~~~ ":>'2..49 ~LA~ dJ ctJ . \1.\\:Z.~ A__(j 4-t.fJ~IP~ '?U\~ (/) (/)
~~1. 4 tP,c~:~~~
C};V\<~
_4-CP 4-tD: }tP C32A*'7 <:Y'LA~ (/) cP \~\l~d(b f.,.?_
l"~"ow.UJ
~ZA9. ~'Z.A7) c/:> ¢ j'}'9 .'-;\L\ $f./}
\) 4.\: )I/) ~~c;) ~'2.A'? 0 (~
\4~ \\ 5~
r;, A. 2.'./PlP "::>2..4.\~ 92A9 (/) c6 t49M . S"L
\!;,.A 2.\ '3iP ':}zA~ * $., . r/; .
~~~V\~ \A'?,~(}) 4~~~
~~. (/) eS AS~~
,~~~~ A'?/',<,41~ ~2A~ ~-!..L\C) \A \,L\.1\
. t'!.l ',L\)l'~lf '":>'Z..t\1:.) ~-Z.Al!;) <b - ~ ~4\.\~ A,l4_ .
l :, U\A\ tp<J ~V-\9 ~2A~ (/) 6 \4\\,\\fo 45 VI- ,.
~~From Pr~l1m!nary Bonng Layout Surveyo5 f!>~~
~ZI-\9 .~1...6,-t;) \ .L\ \,(f) .4~
W121 Rev 4- RCN: CRP-0414.4 Page 22 of28 Ri~er SMR Project- J.A. Tice Techncial Lead *c..JZ.. / Jf/7 Form Approved for Use on Clinch
.* Form Rev 0- Reviewed by __::_J=--__.,_(-"-Z.t-'~ / j Clinch River Data Report Rev. 4 CRP-1112.16 : :~ '
Page E.3-37 of 515
DOUBLE: PACKER BOREHOLE! PERMEABILITY TeST DATA SHEET
AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: CUnch River SMR Prolect JOB NO. 6468-13*1072 DATE: ]7- *tt. ~ ) 'j Boring Not-[\P* \tR\
~~Sorehole Diameter, ln.:_ _ Total Boring Depth, Ft. 54(,12 Gnd Elev, Ft: S(,QGM3~~~
9 ~.
Casltig Height-above ground, Ft:M':f Elev. Top of~aslng, Ft. (Gnd Elev + Coslng Helght):e!~l t ~*3:.....gfl!\,fffi
'a
~~r* ~...J i=TT~s{Seotl~~
()):\ +-I!P-1~ 6.5 "7
TESTID:M P*Hh} U""ill Test length: onDepth(from*Bf.l\tlffl~: From *l9't ¢. To. I~~
(A) Deplh to Water Table From Datum, Ft: S *:3 Test Water Temp:_ _ Baro Pressure, psi:_L4- .44
. (B) Surface GagE! Height Above Datum, Ft. Z.
~~IlL> A e._~ Depth to Center of Test lnteNal From Datum, Ft: I '9 ~~~
I t..~ S I
. . ~~.~~\ . .
.(C) Distance Water Table to Center ofTestlnterital Ft. \ 'iSJ$,
'2Ls., \
Static v1aterpressur!' at center= (C*62.4/144) + Baro"'
. MAXIMUM TEST PRESSU.RE, Po== ([A+8*1] + C*0.57) [Po"' t \.4 *~3--Test Pressure sequence
=1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
Po Values: 1/3 Po= J 5, 2.."f' A 8 2/3 Po= q.r.,, C::.~ .112 Po=: 15 ~A\ Add Appropriate Po value to statio pressure at center C D E of te~t lnteNa1
"'C:..'J. *
~~d AtJ~, ',:(-1~:.1.'":1\ -~~
~~iEST NO. IV\\"'* \l.&l Sequence No. o !--\ 1:~~
~~Planned Center Pressure: .~~
~~Transdueer Readings Before Packers Inflated: Top _____ _ ; Middle --_,_.: Bottom: 9~. (/) ~.~~
~~Transducer Readinga After Pack~rs Inflated: >fop - Middle _ _ _ _ _: Bottom: ....,.-- --- Sec: {JfAJ ~ i~~
~~s:JZ- 11 Ir> --/n FJ..OWMETER READING, Galfons .-~~
~~Middle Time, FLOW,gpm~~
Transducer Surface Gage Minutes REMARKS Reading, psi PrJssure, psi lniUal Final . Difference
~~~~ t 4. 'S rPI/J ';ZA~ ~?A~ t/J <fi!* \ALVJ~~
~~t.\5 13: 4. sr1.>tJ. ";>V\-';) '924~~~
(/) t/J \A.\J ~\ - 45 ..
I '3 l 4 (..,. \ (jfl! ~2.?\~ . c/J \\~\ ,"2.&,,
?LA~
. -*-r--*
~c!J AS /£1v'T.::>
i
,tW\*"1-ltt<tl I
.,, 13o-r1:*Q .- \;k.A~S g*~u
\~~\£\~:!PIP ' \ol<> Ttt""..,~ *;UVP-1
~-
~~From Pr~llminary Boring Layout Survey~~
. . WI 21 ReVi4- RCN: CRP*0414.4"'Page 22 of 23 . :'11-- . f /j Fonn Approved for Use on Clinch River SMR Project- J.A. Tice Techncial Lead Form Rev 0 *Reviewed by SJ ("~~17tf
l* '.>* I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC, .. Page 1 of2 PROJECT NAM,E: Clinch River SMR PrQieot *
JOB NO. 6468-13*1 072 DATE: jl- (p.-: 13 Boring No t;AP* \!1>\ ~ Borehole Diameter, ln.:_*_ .Total Boring Deplh, Ft. 54Q5 Gnd E.lev, Fl: S¢~,8*
Casing Height above ground, Ft:M~ Elev. Topo~* C~slng, Ft. (Gnd Ele~ +Casing Helght):t<ol, 'Oq..~ y~* ~ "::(~<.;*1':3
~ ""7 c::::.. (,Y , ":'J'** I tP** \'3 &S .
TEST 10: r-.\P* \¢) j:.cl'lG> restlength: .
J'
J I'=!T 1\ost eot!on Depth (ff'1)mo0<111:lffi): From *19cP, ~ To I ';)'":f', 5 (A) Depth to Water Table From Datum, Ft: '5 *'"3 Test Water Temp: _ _ . Baro Pressure, psi:. JL\-. AA
. (B) Surface Gagfl Height Above Datum, Ft.
?..... \ 11> 4-.?j~*~~~
Depth to Center of Test Interval From batum, Ft: I9 ~. ~*'5
,(C) Distance Water Table to Center ofTestlnterVal Ft. ~~.s;;,. Static water pressure a! center= (0*62.4/144) + i3aro = <;)(s, 1 \
I*
sequence=: 1/3Po, 2/3 Po, Po, 1/2 Po, Po MAXIMUM TEST PRESSURE, Po:::: ([A+B*1J + 0*0.57) [Po" t \A,Q9~rest Pressure Po Values: 1/3 Po"' *'53 ,*z..r- 2/3 Po::; q.t,. \s~ ,1/2 PO"' $~A\ Add Appropriat Sequence ID: A B C D E e Po value to statio pressure at center of lest Interval TEST NO. f\1\f>. \ V\ "Co'1.SequenGe No, -=--
0 "13
-* Planned Cente!' Pressure: *j ,..., z p _G\
..,.. *'-"'*!?
Transdueer Readings Before Packers Inflated: Top Z4. *~~ .l .Middle 9S ,'Z..S : Bot\brn:* 9~. (1)~
Transducer Readings After Packers Inflated: ToJ:l ZA~ ~ \ ; Middle ~;?, ~~ : Sottom: * *flCt, * '\ 5 FLOW METER R6ADING, Gallons Tlrrye, Middle FLOW, gpm
Transducer Surface Gage REMARKS Minutes Pressure, psl lniUal Reading, psi Difference n '-?>"'5~ ¢(!,. -~l-SI. "'-z..~ \ ¢ .QS \":\~.z.s $
¢. . \~~-~~, ~* if$
~ '5£A ~ cfJ I) ~* 'LSI '?>' *<..c;, '\ ¢ F\ '? ;'}A f5 ({)
\') 'i)~t ~¢ ~'2.}'{)( <7'2.'5 \ <;> r/) ~~*~ :zg ~C/)
~~From Pr~llmlnary Boring Layout survey~~
~~. Wl21 Rev 4~~
~~RCN: CRP-0414.4 Page 22 of 23 ,~~
Form Approved for Use on Clinch Ri~er SMR Project-* J.A. Tice Techncial Lead ~
. Form Rev 0 Reviewed by )y
~~,* '1' Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3*39 of 515~~
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DAIA SHEET AMEO ENVIRONMENTAL & INFRASTRUCTURE, INC. . Page 1 of2 PROJECT NAME: Clinch River SMR project JOB NO. 6468 tQll DATE:;;,t-Y,~ 13 Boring NohA P
~~l!bl ~ Borehole Diameter, ln.:_ _ Total Bortng Depth, Ft.. ~4Q1 . Gnd Sev, Ft: M~* D/-\nt ,_,,~~
. Casing Height above groL;nci, Ft:M~ Etev. Top oiR~slng, Ft. (Gnd Elev +Casing Helght);tf¢1'1' 'Q'T-8aM 1t () ~ , ::r -<ir r;!/'
Ct,):::r 4- H()- \ '3
'"":f
"'? c

:c ~5.
TEST ID:M'P* I¢\ ~..,~<' iestlength: *. (
15
_:x * .J FT rJst Section Depth (from'9alt!I'T'lt, From *19lP, Vd To I (A) Depth to Water Table From Datum, Fl:_ S *"3 Test Water Temp: __ Baro Pressure, psi: 14-. M
~~(8) Surface Gag~ Height Above Datum, Ft.?..... ll// A C!L~ Depth to Center of Test lnteiVal From Datum, Ft:_~~
I ',;) ~ .'T ~
. -~..., <:::)~ '~\.!."! "!> .
.(C) Distance Water Table to Center ofTest InterVal Ft. ~ *statio water pressure~~ center" (C"62.4f144) + 13aro = <?(.s-,1 \
MAXIMUM TEST PRESSURE, Po"' ([A+'B*1] + Ck0.57) [Po= liA/62J'"Test Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po
. Po Values: 113 Po::: J!) L"t :2!3 Po::: ::j*lu, s~ ,1/2 Po= s..,. Sequence ID: A A\ Add Appropriate Po value to static pressure at center B C D E of test Interval TEST NO. ~"\\""* \IJJ '*'C,;~equen~ No. __c.__ Pl.anned Cen.ter.Pressure: Z/ ¢* 4... ~ .
Transducer ~eadlngs Before Packers lnflat.ed: Top Z,4.; <} . ; Middle ~ S, Z 'f!, : Bottom: ~5. (/) ~
~~Transducer Readings After Packers Inflated: 'fop 2..4 *e.:.1 ; Middle '7? *<?'3 : Botto;,;: * **B<o~~
~~4 t FLOW METER READING, Gallons '.~~
~~Time, MldGlle FLOW,gpm~~
Transducer Surface Gage Minutes REMARKS Reading, psi Pressure, psi Initial Final Difference
\L\t ~!3: ~ '72- sz.. , Z(/J":(, ft't- 11¢ .-B lii c:"' ~'!I
~,..-_....,. .
11-o - -";"'"J-
'41 113: '311 9'2.~'(....... . <.1Z~Z cf; ¢ 2¢'1, '7'5 I\¢ ,,- .
f4\ fl4 \ IPQJ '?25'L ~ZS'J .\ z. :z IJ3.41 ItS g~l
<;t ... (... \~
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. 4\~ r-:
ltll t!l~~ ft[! ~z..~~ f:J254 ,\ \ ~*ZZ,S'/1 IZS-1l\ ()<;, *, '5 '2.'54- '72.SS I z_ 2f~, ~'5 . IZ¢
\AI <P~~*~y; 1:_72.-~~ ~1..~(.. l 2 Z'f{i!J; 29. \ \S 14 ¢'1:/ ll/4) <JZ.'S(... ~'2.'3.<.. (/J </J ?.-14, /{.p \ \.'S I
\ A't_i/?_":i \~(/} <7'2..~ 9Z..S(... .a *({) 2.t'SJI 5 HS
~
14\ fP'fJN.P(/1 :::>2-St.. .,z_c;;,J,. I z. ils,t..~ \ \ c.p
'\t\-~ fP8!'3¢ '7 z '31>* 92..$1- ¢ ¢
\C\-l (/)C)\ ,Pip
.- 'Zftl *:;., f/) f) \\*w C?Z"5"":1- 92..<5~ \ *z., i¢111 9 . \ ~(p
~41 f/1 ~ ~ ~(J S)2-S'O ~'2."i)~ 1.) </J cP zz:t.t., 4-t.. \"2..?
t4*: \IP~ IPI.fJ * <?zse
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- z.:zsA~ \ 1><fJ
\tt ~. \IIH 1tfl 92.S'7 ~ZS';> (j) cj) zz..s, '32 \)_._~
\t\: \ '\ tpi(J '?Z.~~- 9Z.(., t:t \ 2. 22.S.S1b ( '3¢
\L\\ \\ ', *~ lP <??..(;or,/> ~>Z.L..> \ \ ~ z.zj\,s oz. l *~tt> G. /.J. /"';)
Frorri Pr~llmlnary Boring Layout survey 14: I 'l.'/3rP. "73 o ?7<> .4-, '0~~*~4 t4 \ \'":;~ ¢/P r ~e Z4i'54
\ .l\ \ V'.\' tbl/) !?~Itt) t4A'~
Wl21 Rev 4- RCN: CRP-0414.4 Page 22 of28 Form Approved for Use on Clinch River SMR Project- J.A. Tice Techncial Lea~ Form Rev 0 *Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16
~~J * .~ .': ~~~
Page E.3-40 of 515
~ ~* I DOUBLE PACKER BOREHOLe PERMEABILITYTES'f DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. . Page 1 of2 PROJECT NAME: Qllnch River SMR Prolegt JOB NO. 6468*13*1072 DATE: :f'- (p.- 13 Boring NoJ~AP* \¢1 ~ Borehole Diameter, ln.:_ _ Total Borlng Depth, Ft.. 54(]5 Gnd Elev, Ft: S¢¢.$
~~Dto~.nl ,._"~~
Casliig Height ~bove ground, Ft:~'::f Eiev.Top of~C~sing, Ft. (Gnd Elev + CE1slng Height):t~/, :Q"T....s!ti!:tm 0}~, ".:(~c.,- r:!;/
~
TEST ID: )'Jo.f>
~~I!.B ':Z,.,ctJI? '"'restlength:~~
~~. ..,. o *=~*\lt'l*\~ *c;,s . . <~~
~~t" * '5 ~T Thst ectlon Depth {ftom*Btltt:trm:. From~~
t 9t/l, ¢ To I ~ Y., 5 (A} Depth to WaterTabie From Datum, Ft: 5 *'3 Test Water Temp:_ _ Baro Pressure, psi:--~
~~. (8). Surface Gag~ Height Above Datum, Ft. 2-~~
~~l 0 4-~j Depth to Center ofTest Interval From Datum, Ft: I ~ ~ .'l'S (C) Distance WaterTable to Center afTest Interval Ft.~~
. . ~*~~~ .
~~ Static water pressure at center"' (C*62.4/144} + 13aro = ':}£..,1 \
MAXIMUM TEST PRESSURE, Po,. ([A+B*1J *~ c*o.57) [Po"' t lA .'bj-res t Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: i/3 Po"' 0B,*z...r- 2/3 Po" q.(.,.., sS, .112 P.o= CO~ A\
Sequence ID: A 8 C Add Appropriate Po value to statio pressure at center of test Interval D* E TEST NO. Mf'* \ V\ "t.leque nce No. * *p Planned Center Pressure: f 53.S \.
Transducer Readings Before Packers Inflated; Top Z.L\, *]t;>* : Middle ~ ~~I Middle ~S *~) Bottom:~~
g (, * '\ 8 FLOWMETER READING, Gallons Time, Middle .
~~~~FLOW, gpm~~~~
Transducer Surface Gage REMARKS Minutes Initial Reading, psi Pressure, psi Final Difference r41 I(,~*. ,_Q_ ~-z.&A
..... _., I ZUj,';J*4- ~::; . 'I3 6t/JU t4\\t.:.',1,tJ '72-V>'O "1'2""'5 (J cP' ~
~~~~t~4.ZB g"')~~~~
t41 ~~ ',/Ji/jl 92.(~~ 9U...8 ¢ 1/) IS)AI{ J 8~
\A.1 1::ida ..~'Z-~'0
~
\t) .*
9*2.&-B C/J 0 - I tB'b/-V~ 5(/J
\A\' '8',1/)~ ')'21<:o~ 9'Z48 ~ ¢ /4';:),1 "'2. fj{j V\\*. 1:)\TW *'? 2lJ,B .¢.
~2.(!)~ (/J \ l\g, 2(/1 4¢
\ L\ \ '\ Cj t (,ti~ ~z;(,lg 92:~5 cp ¢ \Alfl.-::t~ "4@
\4\ \11\'l~ . '.)ZC<>'{) ~Z.&S dJ ¢ \l\*t.S } t.}S lt.\ \ ttP \ w¢ I}Z<.o8 ¢ ¢ . \ 4S,~a
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lL\ l 2 t .1/P(tl *-
t;j(..(.,() "?*ZL.tS ~* 0 r4 ~*.s.9 ss
\41 Z.\ t ~q; c;yzv..e. 0 C/J 02-~~ /<54,5S 55' IL\ 4 z;z ~¢f/J ~2(£> 9Z&-8 . <P ¢ 1?4n~ 5'5 14: ?-Zi '$~ <92&6 92£..$ . cb (jJ 15:4-*'1~ . -5'5
\L\ I ~ '3:tPfJ ';12(,;,8 . 92.<.> 9 I~ z: l54,'7:Z
\A; '2.3!3~ :>Zio')9 (j) (/)
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92~9. . J~S.24 . ,,15'*.,.,: r ..
\A\ ZLI~¢¢ ~ L.!.. ':1 1.'-)Z~~ ¢ ¢ I 'ftS . (l; if ~ -5 .
.tAl 24t3¢1 ~)'Z.Co' ~Z.&9 ¢ rJ t$'S', (/)1 ~s /§IUD
~~~~From Preliminary Boring Layout SuNey 14 : 'l. ';5 l 'P I S L~*r-r """""'* 82~16 '~~~~
! 4 'i *rz..c,. ,, fiJI/} T..:. P 'ZA. <;S" f4 ~ "Z.'t\-\,Py1 1/j MO \'\*.4'5.
. W121 Rev 4- RCN: CRP-0414.4 Page 22 of 28 Form Approved for use on Cll.nch River s~R Project - J.A. Tlce Techncial Lead Form Rev 0- Reviewed by C;JZ-Clinch River Data Report Rev. 4 CRP-1112.16 ..
Page E.3-41 of515
~**
~~~~DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET~~~~
AMEC ENVIRONMENTAL &INFRASTRUCTURE, INC .. Page 1 of2 PROJECT NAME: Cllnch River SMR Prolect JOB NO. §468-13*1072 DATE: ? - 6, - /3 Boring No t-:11.\?* \@ ~ Borehole Diameter, ln.:~ Total Boring Depth,, Ft. 5:1Qi_ Gnd Elev, Ft: S(,b¢,g* t:>A.nl """
Ca$1ng Height above ground, Ft:~~ Elev. Top ;lC~slng, Ft. (Gnd Ele~ +Casing Helgl~'t): d(/)/, $t"'-811t!m C( ~* . :r -G,. 13,.
,::; *'1 C)':h, . "'!. \ 0* \ '3 C:t s . ..
TEST ID: tv\~* t¢~ *~IJ& 1est length: :s, S F!t T11st Sectton Depth (from*9tl\\:m1):- From *) 9<1-.Jk.~ To I ";::)-:q-*1 5_
(A) Deplh to Water Table From Datum, Ft: 5 *"7> Test Water Temp: __ Baro Pressure, psi: _\4- .AA
~~~~(B) Surface GagEJ Height Above Datum, Ft. 2..~~~~
~~~~I rb A *e~ ~epth to Center of Test Interval From Datum, Ft:~~~~
~~' ":\.~**~ "!> .
t 9 S> 1*'5 1
<+--;.;> .
.(C} Distance Water Table to Center ofTesl!nterVal Ft. t '2>'1:L ~ Static water pressure at center= (C*62.4/144) + Baro"' <;)($, \
MAXIMUM TEST PRESSURE, Po"' ([A~B*1l + c*o.57) [Po= t IA.'6~nest Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po
. Seqllence ID: A Po Values: 1/3 Po"' J i$,:2..'1" 2/3 Po:o :tL., CS~ 8 C
.1/2 Po"' '"6 ~.~ \ Add Approprtate Po value to static pressure at center ortestlnterv D E a1 TE:ST NO, IV\\"'* \ill "C.~equence No. --'-~----* Plarined Center Pressure: Z \!Jl, '?""L TransducerReadlng.s Before Packers Inflated: Top Z"l* ~*1> ~ : Middle ~S. 't>'3 : Bottom: 9~, (/)~
Trans?ucerReadlngsAfterPackerslnflated: Top 'ZL\,S\ ; Ml~dle ~.::;~ ~) _. Bottom: *~C.:. ,£\-e FLOWMETER READING, Gallons I Middle Time, FLOW, gpm
Transducer Surface Gage' Minutes . REMARKS Pressure, psi Initial Reading, psi Pinal Difference
!4 1':;) ¢ ~ rPtP ... _ ......
9'2-::\-'Z" ""',..*~- z¢*':1-.&-1 Ill/) .
~~~~73ar&r t ~~._,.~~~~
l4l -;~ ', /)IP '!';)Z.q* t/
~2~ '3 \ 2.. 21~1.89 I'Z.S
\?\l '?i\ t (/Jr) e;;~~ ~z~e£4 .\ t.. Z.?..{~,$5 rz.s l\
14'* ;, \\~ IJ . eyz:=\-t\* . 9~iq.L\_ d> c./) Z.i(v~* \2-S.
tL\~ ~Z\1$tll SJZ":l-tl- 9i! ~{'$. 1 (_ 'Z:zJ, '3/1 IZ'5 lA: ~7:1~# 9Z~~ ') l,~.f':'~ rjJ cp Z~t,ti.-z t:ZS *-
1A: :r~ ~(j) <;)2..'9-S ,.:t.~L. I '2. Z.Zl 'ZS 'l 2.5
\t.\* \ 3'3> 3¢ ~z.~i.. . <9t:~r.r.. (j; {/) :2 2( I;;;*~ IZS' ltl: 3t\'. rt!J ':12."-t<.a ~'Z.E_.. I z. .22.1. :Y9 12'5 t4) 3£\'t$~ ';J'Z__'q-=l- ~. zq~ (/> cp I 2'2./, 77, 125 ttl\-£ ~'S ~ {/1~ .':7'2.:11::-- ~z.~ 8 r--
I
\ Z, t~z/ 1S't- /?'5"
\Lli ~fYt 10 7..:fl(j ~" l'tj2,"1<;\
.~
l C: ~ 2.-/, ~"t /2*;j' t(\) '3L\W I.;JZ:=i~ ~er.W . l e., 2-ZZ./{1>. /2"$
141 3'0.\ '?.>tP ;,z..fY.b ~2.8(()1 (/; cP z 21 ~ rs r "Z-:5 e>-'o
" 14::;31~'3¢ 73.:.1>'7 '1.:.,1-, &&,4G>
t4*."3tSW4 ToP 2'4, s ~
From Pr~limlnary Boring Layout Survey Wl21 Rev 4 "RCN: CRP-0414.4 Page 22 of 28 Form Approved for Use on Clinch River SMR Project- JA Tice Techncial Form Rev 0- Reviewed by Lead Clinch River Data Report Rev. 4 CRP-1112.16 .
Page E.3-42 of 515
DOUBLE PACKER BOREHO LE PERMEABILITY TEST DATA SH~ET *Page2
. ~ls Sheei BOiliNG: he. '6' *c- 3 (.fpJ}CJ p (/ji/
DATE: 1-f~ j13 b .,c. 3 . +'t.() 1-.s DATA coLLECT ED BY: 'Tot1 f)~. * (,~/ }1i'r) . C,JJVJ'J SJ:WT-JN TEST PRESSl)RE : 'f,j / ~* psi Sfi..- tzj/"lh7 TIME, SURFACE GAGE CENTERTRAN~*
nrlunte PRESSURE, psi_
PRESSlrnR. .*
,, \ ""'"'(
\
'\ \.c;;,
../'.0 0 ~ .
~
~~ **
P-
---~
EQUIPME NT USED . v . v .
Transduc ers: Level Troll700 Serial Numbers: 335896/R2 4844 (shallow) 6/12113; 315381/R24039 (intermedi ate) 6/20/13; 141142/lU 0367 (dYe'p) 6l20/13; 315380/R24038 (spa1:e) 6120113
~~~~Surface Pressure Gage: (]3oth Wil{a 213.53)- .~~~~
MW-3
, (at pump);
. ;~..--
MW-4 (at totalizer) 6111113 _ _ _ _ _
Barometr ic Probe: (Baro Troll) 121315!R22669 6/12/13
~~~~Flow Meter: (Master Meter 1:14).!?8824788 field checked 6/25/13 C 1.1 ~CKG'O 2~,~~~~
~~~~Stop Watch: {Sportline 220)- L286/2786 6/10113 Date of.Calibra tion: Dates in Halics after equipmen t serial number"'~~~~
*:r- G:,- Zf!h *3
~~~~Ca1ib~*ation due: ]ostTesti ng 3flf~~~~
~~~~FII.... IZ'!> FdR. "fo.,oMrz u .*u::.LI.J6<!1'~.~~~~
'?2 ct..~* ':f*<.t.* n (4 ,, ..... v"i) .
Sa~(.IGN.CC:.::s A*-£ t-.1\'P- 1¢\ ~*~; (l?.>) 't41 r~ * (}':1, ¢G. *14
~~~~4-'BS~ '-" ".\ L 1'-1\~~'\ (#*\* t.i:(~) ~¢~~~ (j'::j..-~l. * \4,4H,;~?. iS"CGI...~~~~
t--1\1?- \ cJt. 1:.. "i' (\) z.~ \'"$.: f) ::t- (ft G. I L\.* 1!\*?,'l.l ~t-1'-/\.?'-\te t\ t:3tr) *z.~l'3-fli-¢L. \4~4~5.2.\ t::.l'C.H.
M~ - \cj\ '.![:";>.(_\'/\) Z.ifll3~ ~**t:~c~t, *r4A*~.c::;<.. \O<$L f'.i\\1> ~ \II\ ":f.~ (l'l\.) 2~\~**. ()1,~ (JG 14.4~ ,S(.. E .x~t.
M._~-. \~ \ t.;..> (L) 'ZcpitY'- t'$1-¢(.. 14A\Ar W~L.
\'1\? - \ 1/- \ ~3 (L') z.tpn ~ 1/1':1 -ttJL t4.4\.41- E JC.c.:u.
Wt21 Rev4-RCN:CRP-0414.4 Page23of2 3' Form Approved for Use on Clin.ch ~iver SMR Project* J.A. Tlce Techncial Lead Form Rev 0. Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-43 of 515

ML18003B001

Text

SUMMARY

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