ML19030A950

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 1-43
ML19030A950
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: ML19030A950 (43)
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Text

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 by/Date:~

f4...-

~4~(

Checked by/Date: C!t?T '-} 1'3/!4 BORING ID ZONE 1

MP-101 2

3 1

MP-202 2

3 1

MP-401 2

3 4

1 MP~415 2

3 1

MP-416 2

- 4 1

MP-417 2

3 1

MP-418A 2

3 1

2 MP-419 3

4 5

6 1

2 MP-420 3

4 5

6 1

MP-421 2

3 4

1 MP-422 2

3 1

MP-423 2

3 TABLE E.3.1

SUMMARY

OF PACKER TEST INTERVALS CLINCH RIVER SMR PROJECT OAK RIDGE, ROANE COUNTY, TENNESSEE AMEC PROJECT NO. 6468-13-1072 TEST INTERVALS<1>

TEST SEQUENCES I

COMMENTS 27.5 feet to 35.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 145.0 feet to 152.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 190.0 feet to 197.5 feet 1/3Po, 2/3Po-, Po, 1/2Po, Po 41.7 feet to 49.2 feet 1/3Po, 2/3Po, Po, 1/2Po; Po 153.0 feet to 160.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 182.0 feet to 189.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 10.0 feet to 17.5 feet Not Tested Zone not tested. Water level below top of packer 28.0 feet to 35.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 77.0 feet to 84.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 237.0 feet to 244.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 27.5 feet to 35.0 feet 1/3Po 162.5 feet to 170.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 252.5 feet to 260.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 7~ ; 0 -feet-to -82.5-feet Not Tested Zone Not-Tested. Borehole-wall *too rough for*packer*seal 89.0 feet to 96.5 feet 1/3Po, 2/3Po, Po, 1/-2Po, Po

'109.0 feerto 110.5 feet -

173Po; 2T3Po, Po: 1/ZP.o, Po 205.0 feet to 212.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 61.5 feet to 69.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 84.0 feet to 91.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 210.5 feet to 218.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 86.0 feet to 93.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 139.0 feet to 146.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 240.0 feet to 247.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 210,0 feet to 217.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 135.0 feet to 142.5 feet 1/3Po, 2/3Po; Po, 1/2Po, Po 120.0 feet to 127.;5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 109.0 feet to 116.5 feet.

1/3Po, 2/3Po, Po, 1/2Po, Po 104.5 feet to 112.0 feet 1/3Po, 2/3Po, Po 55.0 feet to 62.5 feet 1/3Po, 2/3Po, Po 60.0 feet to 67.5 feet Not Tested Zone not tested. Water level below top of packer 79.0 feet to 86.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 100.0 feet to 107.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 132.5 feet to 140.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 166.0 feet to 173.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 186.0 feet to 193.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 57.0 feet to 64.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po I

99.0 feet to 106.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 121.0 feet to 128.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 228.0 feet to 235.5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 31.. 5 feet to 39.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 50.0 feet to 57.5 feet 1/3Po~ 2/3Po, Po, 1/2Po, Po 170.0 feet to 177;5 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 48.0 feet to 55.5 feet Not Tested Zone not tested. Water level below top of packer 68.5 feet to 76.0 feet 1/3Po, 2/3Po, Po, 1/2Po, Po 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 I

I

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.

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

I I

I FiF No. 25847'-e01 nKOI*CY00*00006 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 z ft\\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 below land surface l_;l:. 1 *~~l jlcfj l/rA Zone :.>: 190.0 to 1. 5 feet.. oolow tand surface (_+/- 1 5;!~)

. ~

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

0001 a~ooe) or latest revision l:'ili time of testing. The test pre$$ures wm be 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 Identified from DRAFT geologic core logs, RQD anatysls r:~nd from the ac<Justlc televicewer logs. The bottom dtdpth limitation !s due to the rruaxirnurri cabte length of 286 feet. The justiftcatfon of the pressure ranges that will be tested will be based on procradure AMEC Project Procedures CRP~3 -

Packer Pressure Testing ln Boreholes, AttachmentBl (Sechtel Power lnfoWorl\\s 25847.-601*

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

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

FIF No. 25847-601..f<OI..CY00..00006 BECHTEL POWER CORPORATION Project No. 2584 7 Clinch River CPA Project~ Site Subsurface Investigation FIELD tNSl'RUCTION FORM SpeeJftcatlon Section:

5.3.7.2 Packer Testing In MP 1 01 f!ield Instruction: The following ~ue the three (3) depth zones In which packer testing will be conducted in borehole MP 1 01 :

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.

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

Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC EnVironment & Infrastructure, Inc.

AMEC Project# 6468-13-1072 Boring: MP-1 01 Prepared by: (}.J>I Checked by: qa ;).

Date:.t:J ~ 'B " JJf*

Date: 4* ~ !J.~ I 1/-

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 I Time (minutes)

Pressure (psi) (gpm)

Time (minutes)

Pressure (psi)

Flow rate (gpm)

Elapsed Time Flow rate Time (minutes)

Pressure (psi) (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

13:23:30 4.0 33.98 0

13:24:00 4.5

--~

0

~

1____,_13"':"'33;:.:3"'o+-----:;4.:;.o~---'3;o9c.:.5;-;1t----....:;o 1

14:30:30 4.0 48.09 l-c~S:.::c::t-----73-----o:~'+---':-l--'-130:::':-34.c_:O:O:O:+--

4.5 43.44 4

14:31:00 4.5 48.06 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 33.93 2

13:25:30 6.0 33.99 0

I-----C2.;a---;~l-.;c13,_,.:3;?,5~:3;?,o~~---;;6:-;:.ot----'4c:;3:;.7~8+------;;o 1

14:32:30 6.0 48.31 13:36:00 6.5 41.36 2

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

13:44:30 16.0 45.75 2

--H:;rs:oo ----15.5 _____ 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 7.5 35.64 0

15:19:00 8.0 35.64 0

15:19:30 8.5 35.58 0

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-6 of 515

0 +-----~"--~-,--.-------1 0,0 1.0.

2,0 3,0

-1/SPo s,5 +"--------~--H MP-101 Zone 1 4,0 Elapsed Tlmo (minutes)

MP*101 Zone 1 5.0 6,0 7,0 8.0 Notesl Lest prt~ssutq approximately 1/3 of the maximum test pressure (Po), Flow rate typically measured over a 30 seeotid lnter.val.

3 ;~-----------------1----------------------------------------

12,5-

~ i

~2/BPo 2,0 4,0 6.0 Prepared by/Date:

~b\\.L l~ L/ /lf1 Checked by/Date: pAJ '[ r.J/iJL_____

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-7 of 515 8.0 10.0 Elilpsad Tlmo (n11ntltas) 12,0 14,0 16.0 18,0 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.

2.5,--------------

0.0 1.0 2.0 2.5...... _

MP-101 Zone 1 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 1.5 +----------------------4-~--------------------

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

0.0 1.0 2,0 3.0

--1/2Po Prepared by:W~{) Date:~/'J(/¥ Check<Gii~BilfE!\\Saiit1~dport Rev. 4 CRP-1112.16 Pa E.3-8 of 515 4.0 5.0 Elapsed Time (minutes) 6.0 7.0 8.0

9.0 Notes

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

2,5 '

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

1

~

-~

  • 0 It 1.5 -t---1---------\\

0 -~---~--

0.0 1.0 2,0 Prepared by/Date:

n L WY:

Checked by/Date:

fJl!i.:J J..{ ;d_

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-9 of 515 4.0 Elapsed Time (minutes) 5,0 6,0 7,0

8.0 Notes

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

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~ 1Qf Casing, Ft. (~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 Middle Surface Gage'

Time, FLOW, gpm
  • Transducer*

R~MARKS Pressure, psi Minutes Reading, psi Initial Final Difference

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  • 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 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-10 of 515 Form Rev 0- Reviewed by

'13~(;$1/ 1-1

/tJC.R.t:S'IJ..$q.

PI2.G*5 CNf?

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I 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 TESTID: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 Sequence ID:

A B

C D

E Po Values: 1/'3 Po=_'=bk: 2/3 Po::~;.112 Po= \\\\' 4-Add Appropriate Po value to static pressure atcenteroftesf Interval

  • el
  • TEST NO. lvif"*l¢f Sequence No.

'B Planned Center Pressure: 4.¢ * *~

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~

FLOW METER READING, Gallons Middle Surface Gage'

Time, FLOW, gpm
  • Transducer REMARKS Minutes Reading, psi Pressure, psI lilitlal

. Final Difference l~\\~~'.. ~<{I l¢.1.¢.~~

~-"\\.~I s

'BG.C.,JIJ

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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 Techncial Lead Form Rev 0 *Reviewed by ~. I '1.- (1 f I?

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

I I

I I

I I

I I I

I I

I I I 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-

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

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

A

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. D E

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Add Appropriate Po value to static pressure at center of test Interval u

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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

I I

l I I

I 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 TEST tD: !!liP** I rf:! E f Test length:

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=Datum

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Static water pressu~ at center= (C62.4/144) + 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.

Sequence 10:

A

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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. Tice Techncial Lead
  • clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-13 of 515 Form Rev 0- Reviewed by Re~s

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

Page 1 of 2 PROJECT NAME:CUnchRJver SMR ProJeC\\

JOB NO, 6468-13-1QZ2 DATE: f- "::7-n)

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 TESTID:MP*-tf/ t.l Testlength:

-:t.s LTestSectlonbepth(from.Qa!""A+)t From * ~1.5 To

~~.¢ (A)

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Sul'faoe Gage Height Above Datum*, Ft. :e.J¢ Test Wa.ter l:emp: ~¢ ° F Bare Pressure, psf: I,4.4 o 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'11 Test Pressure sequence"' 113 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID:

A B

C D

6 Po Values: 1/3 Po=~; 213 Po;,~;.112 Po"' \\\\' 4-Add Appropriate Po value to static pressure at center of test lnteNa1

~~

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Sequence No. _"D~--* Planned Center Pressure: 3i-* \\

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

'(:?, \\

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4\\. 71-.1,

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  • From Preliminary Boring Layout Survey WI 21 Rev 4-RCN: CRP-0414.4 Page 22 of 23 1

1j Form Approved for Use on Clinch River SMR Project-JA Tice Techncial Lead Form Rev 0 - Reviewed by >)Z-. f v~J~/} ciinch River Data Report*Rev. 4 CRP-1112.16 Page E.3-14 of 515 I I I I I 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~~ a I 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: A B C D E Po Values: 1/3 Po"'...::Lk;* 2/3 Po=~

,1/2 Po= \\\\, 4-Add Appropriate Po value to static pressure at canter of test Interval ef
  • TEST NO. MP*I(}I Sequence No, 1?

Planned Center Pressure:----- Transducer Readings Before Packers Inflated: Top ?.;t/J. ~ ; Middle ~co:~<;> : Bottom: '(,~, \\1\\ Transducer Read~ngs After Packers Inflated: Top __ -_ __:,_;. Middle ______ ,: Botiom:....----- .> e C-P*s c 1 ~ l~/t1(/J MP-14>t ~ 1. 5 ""(\\' D ( C. O_t;' 't' 1.:> FLOW METER READING, Gallons Middle

Time, FLOW, gpm
  • Transducer Surface.Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference 1'5'-Ji-)l/>

\\ ¢. -=l \\.:1 I r r.f>':t-lP I ¢ ¢ 3S (,! ~ \\ '5: l '3 t/) f/) \\((>~G\\ ((~":}(t> ( </) ¢

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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 Techncial 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 I* 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)

.~ () "1~\\(~-t$ G.S T~ST ID: MP**I !t Z.l. Testlerigth: ";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 Sequence ID: A B C . D E Po Values: 1/3 Po"'. ':tl.o ; 2/3 Po" J.&J..:.1/2 Po:: \\\\

  • 4:

Add Appropriate Po value to static pressure at center oftest Interval

  • 21 18 4
  • TEST NO. Mt""~ let/

Sequence No. ~c:._..__._* Planned Center Pressure: "t

  • 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
  • Transducer Surface Gage REMARKS Minutes Reading, psi Pres$ure, psi Initial Final Difference

~ ~ z ?> t.ptj) ! ifF/!..* *:,s

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  • IL0~'43 (j)

(/) 5c~ ~i-z. 10'2. \\S ~ sf/J fl(} \\Q)q"\\'"3 ~ ({) "'\\:q-4 I 2.. S@ 44 z-z._ /£1-JO I I t5: '3 I ~ rt>~ t? t:'"-1'70"=" f/2AilJ~ t:! 22- '3 { IS~ ~\\'AS Toro T;e_Av~,f-2-I" 'SB

  • 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 \\ i I I I I \\ ! I I I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORING: ;y,; f:- I¢ I C ( DATE:

r~ V-13 DATA COLLECTED BY:

7.;""~ SHUT-IN TEST PRESSURE:

  • Page 2
  • -i 1:S *54ed: ttff/' i ~
a. II

~n_C I f(J b Wl-r'~--(1""> (o .TlME1 SURFACE GAGE CENTER TRANS~ minute PRESSURE, psi

  • PRESSTTRli'..

- ~ ~o -~ . \\.. \\_ <:, Q f-*-*-* \\ n1: ~;:...-- ~ - ~ EQtr.IPMENT US:ED ..,./ v""" Transducers: "Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6/12/13; 315381/R24039 (intet*mediate) 6/20/13; 141142/R20367 (dYe'p) 6120113; 315380/R24038 (spal'e) 6120113 Surface Pressure Gage: (Both Wlka 2i3,53) ~ MW-3 (at pump); MW-4 (at totalizer) 6!11/ l3 ____ _ ~ Batometric 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 Date of. Calibration: Dates in italics after equipment serial number..- Calibration due: _Post Testing F\\~e~ FoR. fo.,o"--c;; p LrNc.l..uQcr-5 Sa:~ae-..u.C.Gs A*-£ iq_~. 1-(,*r':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<- "" p.- '"' 1:.1S"-( \\) 'Z.¢ \\ 5 ~ II :t. (/JC.. I c;,, ~~*,45 w-~ l.. M~ .. \\~\\ t.~(\\) 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"" v.> ~ L. *

  • ct ~ 7 ~ i -** r~

l'O.~'S.~Sl 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 Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. 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) Elapsed 1 ime 1~1ow rate elapsed nme Time (minutes) Pressure (psi) (gpm) Time (minutes) 8:40:00 0.0 67.80 0 9:00:00 0.0 8:43:00 3.0 69.48 0 9:01:30 1.5 8:43:30 3.5 66.97 2 9:02:00 2.0 8:44:00 4.0 80.72 12 9:02:30 2.5 8:44:30 4.5 125.31 10 9:03:00 3.0 8:45:00 5.0 117.36 8 9:03:30 3.5 8:45:30 5.5 119.07 12 9:04:00 4.0 8:46:00 6.0 111.44 10 9:04:31 4.5 8:46:30 6.5 111.06 6 9:05:00 5.0 8:47:00 7.0 110.86 10 9:05:30 5.5 8:47:30 7.5 110.81 10 9:06:00 6.0 8:48:00 8.0 110.65 8 9:06:30 6.5 8:48:30 8.5 110.46 8 9:07:00 7.0 8:49:00 9.0 110.34 10 9:07:30 7.5 8:49:30 9.5 110.16 8 9:08:00 8.0 8:60:00 10.0 109.99 10 9:08:30 8.5 Pressure *(psi) 115.17 131.90 134.65 134.46 130.96 135.70 135,98 136.46 136.42 13_6.49 135.91 135.00 135.71 135.11 136.31 135.33 Jl:50:30 10.5 109.19 1Q 9:09;QQ 9.0. 135,50 6:51:00 11.0 no reading 9:09:30 9.5 135.33 8:51:30 11.5 106.99 7 9:10:00 10.0 134.86 8:52:00 12.0 115.46 10 9:10:30 10.5 135.19 8:52:30 12.5 115.46 10 9:11:00 11.0 134.41 8:53:00 13.0 115.45 12 .8:5.3:3.0 13.5 115.48 8 8:54:00 14.0 115.32 8 8:54:30 14.5 115.42 10 8:55:0 15.0 115.21 10 8:55:30 15.5 115.24 10 8:56:00 16.0 115.23 10 8:56:30 16.5 115.04 10 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) 1 elapseo 1 ime low rate lapsea 11me Time (minutes) Pressure (psi} (gpm) Time (minutes) . Pressure (psi) 10:38:30 0.0 68.48 0 10:56:00 10:39:00 0.5 68.48 12 10:56:30 10:39:30 1.0 162.19 28 10:57:00 10:40:00 1.5 173.39 24 10:57:30 10:40:30 2.0 175.33 26 10:58:00 10:41:00 2.5 175.95 26 10:58:30 10:41:29 3.0 169.99 30 10:59:00 10:42:00 3.5 169.82 18 10:59:30 10:42:30 4.0 171.23 24 11:00:00 10:43:00 4.5 172.31 22 11:00:30 10:43:30 5.0 168.04 30 11:01:00 10:44:00 5.5 167.00 20 11:01:30 10:44:30 6:0 167.12 22 11:02:00 10:45:00 6.5 168.41 22 11:02:30 10:45:30 7.0 167.79 24 11:03:00 10:46:00 7.5 168.68 22 11:03:30 10:46:30 8.0 168.75 24 11 :04:00 10:47:00 8.5 168.70 24 11:04:30 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 0.0 147.91 0.5 148.89 1.0 148.31 1.5 131.73 2.0 122.15 2.5 132.27 3.0 13259 3.5 132.89 4.0 133.02 4.5 126.68 5.0 126.29 5.5 126.03 6.0 126.15 6.5 125.86 7.0 126.08 7.5 126.02 8.0 125.75 8.5 125.41 Prepared by: Date: Checked b~: Date: Sequence C (Po) 1 ~1ow rate elapsed ttme 1 ~1ow rate (gpm) Time (minutes) Pressure (psi) (gpm) 0 9:14:30 0.0 135.16 0 14 9:16:00 1.5 173.14 68 12 9:16:30 2.0 153.20 10 12 9:17:00 2.5 154.47 20 18 .9:17:30 3.0 154.16 20 10 9:18:00 3.5 168.66 18 14 9:18:29 4.0 162.40 22 18 9:19:00 4.5 163.26 24 12 9:19:30 5.0 163.85 22 14 9:20:00 5.5 163.80 24 16 9:20:30 6.0 164.00 22 16 9:21:00 6.5 166.23 18 1 9:21:30 7.0 165.97 22 14 9:22:00 7.5 165.71 22 16

  • 9:22:30 8.o 165.75 26 14 9:23:00 8.5 166.52 22 14 9:23:30 9.0 _ ___ 166.02 -- - _22 -------- - -

16 9:24:00 9.5 145.-98 18 14 9:24:30 10.0 168.33 0 14 9:25:00 10.5 167.96 __Q 14 9:25:30 11.0 169.16 2 9:26:00 11.5 168.68 0 9:26:30

12,0 -

--169.2-1 --

0 -- - -

~

9:27:00 12.5 168.32 0

9:27:30 13.0 169.83 0

9:28:00 13.5 169.78 0

9:28:30 14.0 169.54 0

9:29:00 14.5 170.01 0

9:29:30 15.0 169.74 0

Sequence E (Po) rlow ra e 1 t:lapsea 11me r10wrae (gpm)

Time (minutes)

Pressure (psi) (gpm) 0 11:11:30 0.0 136.77 0

16 11:12:30 1.0 136.90 32 30 11:13:00 1.5 177.91 20 8

11:13:30 2.0 174.72 24 12 11:14:00 2.5 174.04 24 14 11:14:30 3.0 166.99 18 16 11:15:00 3.5 166.02 26 18 11:15:30 4.0 166.56 22 20 11:16:00 4.5 166.86 20 12 11:16:30 5.0 166.14 24 14 11:17:00 5.5 166.31 22 16 11:17:30 6.0 166.59 24 18 11:18:00 6.5 166.59 20 14 11:18:30 7.0 166.74 24 14 1:19:00 7.5 167.13 20 16 11:19:30 8.0 166.80 20 14 14

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

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

0,0 2,0 4,0 6.0 8,0 10,0 Elapsed rime (m lnutns)

~1/Ei'o MP-101 Zone 2 12.0 14,0 16.0 18,0 20,0 Note$ I Test pl'e$SUre approxtmately1/3*ofthe ma:.Umum test prei!sure (Po), Flow rate typically-measured 6ver a 99_ second Interval, 20.---------------------~-----------------------------------------------------

1

~10 +----f

~

IJ:

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

2,0

  • 4,0

-2/3Po Prepared by/Date: !G\\:t.L. I f:jj} u Checked by/Date:~. Z 4c Clinch River Data Report lt;';4 CRP-1112.16 Page E.3-19 of 515 6,0 Elapsed Time (minutes)

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

8.0 10,0 12,0 Notes1 Ta~t pressure aj)proxlnliitely 2/3 of tho maximum test pressure (Po), Flow r<~lo typleallymeasuredovora30socond InterVal,

MP-101 Zone 2 35

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

ro

~

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

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

0,0 2.0 4,0 6.0 alapsed Time (min Utes)

---Po MP-101 Zone 2 30 ----*x------~---------'---

8.0 10.0 12.0 Notes: Test pressure approximately a~ the maximum test prassure (Poh ~low r11te typically tnoosured over a so second fhtorv<d 25 1-----r-->----------------.----------------------*

ro-

~

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

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

o.o 1,0 2,0 3.0 4.0 5,0 Elapsetl Time (minutes)

~1/2Po Prep a red by /Date :__.,Y,'-"~'71\\.,t:-:-....,.!ffl,f_lff:"-if--F-.-l_

Checked by/Date: --:i'l~t'"'~Jr:.....r-Z':..ru.~"42t'-4--!4-'---* _

{/

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-20 of 515 G.O 7.0 8,0 9.0 Notas1 Tost pressurt~ upproxrm11toly 1/2 of tho ll111Xh'!HU'J1 ta~t prossuro {po), Now rotatyplenllytnMsurcdovorososocondlnttlrVol,

MP-101 Zone 2

~:!--'--

__ -!--+

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

~

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

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

~Po

.}

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

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

clinch River Data Report Rev.

Page E.3-21 of 515 6,0 7,0 8,0 9.0 Notes! rest pressure crpproxlrnat~ly at th~ maximum test* pressure (Po), Flow tat !call easlfredoveril30selcondlnterval

i I I*

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:~~-

TEST ID :M~>* l<t\\ :i'Z:.

Testfength:

Elev. T~~~

Ca~n~, Ft. ~Gnd Elev + Cas!~g Height): S¢(. 3"~ =Datum

r ~

C)

  • \\ \\ !()

\\, "S 6i 5 14 tJ.

.. * "J__:.(.ras Section Depth (from.fleH:~rrrj: From * "?, ~ To~~

(A) Depth to Water Table From D;;~tum, Ft:__z~

. (B) Surface G~ge* Height Above Datum, Ft. b1J)

Test Water remp:~C Baro Pressure, psi:..1..4......4,3 Depth to Center ofT est 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.

MAXIMUM TEST PRESSURE, Po=: ([A+B'"1] + C'"0.57) [Po-= eg. "2..,] Test Pressure sequence"' 1/3 Po, 2{3 Po, Po, 1/2 Po, Po.

Sequence ID:

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: --+f -"'r:"-'-""---

g~,z.~

. 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, FLOW,.gpm

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

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  • 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

  • I

I. 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 TEST ID:M\\ ltf\\ :i.-z... Testlength: (})..::, ":J,. \\\\() -\\"">.. C:i 5

r 1 S

~:rest Section Depth (frornGatJ,m;Jj: FI'Om '1_4.:::;, t}... To 1152, '5 (A) Depth to Wate~ Table From Datum, Ft: Z, Zd!. . (B) Surface Gage Height Above Datum, Ft. kl..1J/J Test Water Temp:~~ Baro Pressure, psi: ~43 Depth to Center ofT est Interval From Datum, Ft: ( 4 8, 'q-$.. (C) Dlst~nce Wafer Table to Center ofT est 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 Sequence ID: A B C D E. Po Values: 1/3 Po=,_: 2/3 Po:::_;.1/2 Po= 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:: ({J.\\_.. ,'"q-"q-l~ Transducer Readings After Packers Inflated: Top ____

Middle ----*
  • Bottom:,.,.---,.--

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

  • Tim~,

g~*~* PLOW, gpm

  • Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference.

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  • ' 9-~'B~

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  • 7/e4M~ G:~5 4C)

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

h

  • 1 L d Form Rev 0- Reviewed by _f7..£()2,-!::,__(,_'--t,IJ/Jf Form Approved for Use on Clinch River SMR Project-J.A. Tice Tee ncta ea 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): $¢(, :n =Datum

\\l ~ -::t ~ \\<P* 1 ~ GS .~ TEST ID:M?* 1<~\\ i..:?_. Test length: '1.S T Test Section 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 of;esl ~nterval Pt..151..,.\\(.. Static o,yater pr~ssur~ Elt center= (C*62.4/144) + ~aro"' '9 B * *z . B.'B '2-q~. ':\\. "1- \\:, 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:

A 8 C 0 E Po Values: 113 Po" 2-?A- ; 2/3 Po= ~ft.~ ;.1/2 Po"' £\\1)., I 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~' \\ tP '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 Middle Surface Gage
Time, FLOW, gpm
  • Transducer REMARKS Minutes Reading, psi Pressure, psi h1itlal Final Difference 0\\Q! It'¢ i !Jt/1 'VA 7:J (f)

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  • From Pre-liminary Boring Layout Survey Wl21 Rev*4-RCN: CRP-0414.4 Page 22 of 23

,/, 7j ') Form Approved for Use on Clinch River SMR Project-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 \\ I I I I I I DOUBLE I' ACKER BOREHOLE PERMEABILITY TEST DATA SHEET . AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 DATE;3~1-/3 PROJECT NAME: Cl!ngh River SMB Project JOB NO. 6468-13-107.2. Sorlng No t-A.Y..~\\I¢'l ~2.. Borehole Diameter, ln.:..2$_ Total Borlng Depth, F~ *. S'L\\~ Gnd Elav, Ft: M~ Casing Height above ground, Ft:~f TEST ID:t-\\\\ \\~\\ i. ?- Test length: Elev. To.p~fCaslng, Ft. (Gnd Elev +Casing Height): 8@, '31 "'Datull! S(.Y.:::. "'\\-\\o:b-\\~ (i.S .m ~ 1.S Test Section Depth (from B<llt:ifll1: From *14-:> *' tJ To. I"::> '21 "'J. (A) Depth to Water Table From Datum, Ft: Z, '2<1 . (B) Surface Gage HelgfltAbove Datum,* Ft. z, I IJ Test Water Temp:~C Baro Pressure, psi: !4, 4 '3 Oe~th t~ Center ofT est lnlaJ:val From Datum, Ft: f 4 8. 'iS (C) DlstanceWater T~ble t; Center of Test Interval J!t. ~\\ '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 Sequence ID: A B C D E Po Values: 1/3 Po= __

2/3 Po=~;.1/2 Po;,

Add Appropriate Po value to static pressure at center of test Interval TEST No.. MP*I!bl ~Z.Se.quenoo No. "B Planned center Pressure:~--.:.._- Transducer Readings Before Packers Inflated: Top ~-; Middle ~I ~~.

  • '--____ ; Middle
Bottom:.....,.....-*--r-----

*5

~:Sr j

( "::! w 71-13

  • Transducer Readings After Packers Inflated: Top l(b)Jo'T' D)

H

$}'l.. t-z-1. 1.,.1?

M~*\\IP\\ 'tZ-

'S~S¥ *~

FLOW METER READING, Gallons Middle Sul'face Gage

Time, FLOW, gpm
  • Transducer REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference OJ~H '{) ~ ~w.:$~(_

~s~~

--q.

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  • From Preliminary Boring Layout Survey WI 21 Rev*4-RCN: CRP-0414.4 Page 22 of 23 t,j)

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  • 1 L d Form Rev o ~ Reviewed by _s-=--*,._]7: _ _._!_'1-T'/ J1/

Form Approved for Use on Clinch River SMR Project* J.A. 1ca ec nc1a ea Clinch River Data Report 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:Mt*

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

()_~

'4-\\<P~\\"">;,

(,'5 TEST ID:N\\9* \\~\\ 'l.:~-:

Test length:

f
  • 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 I zm Test Water Temp:_3~C Bare Pressure, psi: 14 I 4 '3

. (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 ofT est 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, Po, 1/2 Po, Po.

  • Sequence ID:

A 8

C D

E Po Values: 1/3 Po"'~~.(\\.; 2/3 Po= '5:3,<& ;.1/2 Po= 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: ~~~.*

  • f 9,ztS.

25',2'7S c,.,t Transdueer Readings Sefore Packers Inflated: Top :P~ ; Middle -~f::P+/-._: Bottom:.. o!§ SrM Transducer Readings After Packers !nffated: Top

Z4, G. 3 ; Middle

(... ?,41 Bottom:

G:J5,Zfl

Time, Minutes FLOW METER READING, Galtons Initial Final Difference Middle FLOW, gpm
  • Transducer Surface Gage Reading, psi Pressure, psi q;~.

":1-1""13 REMARKS

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  • From Preliminary Boring Layout Survey Wl21 Rev A. RCN: CRP*0414.4 Page 22 of23 j, 0 ').

T T h

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

Test length:

Elev. Top or Casing, Ft. (Gnd Elev +Casing Height): S¢1, 3'1 "'Datum n~. 9-\\<0-\\.~

6S q, S

\\Test Section Depth (fro!lJflattlm): From '14.as dJ To 1<-::> Z1 "y.

(A) Depth to Water Table From Datum, Ft! Z, 2(/)

. (B) Surface Gage Heigh! Above Datum, Ft. z,J lJ

  • Test Water Temp:~:! Baro Pressure, psi:...1..4.._43 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 t 2'.. ] Test Pressure sequence = 1/3 Po, 2/3 Po, Po, 1/2 Po, Po '

~* <1':!

A

. Sequence !D:

A B

C

. D E

Po Values: 1/3 Po"' 2'7>i4; 2/3 Po:.~ ;.1/2 Po=- 4'-', I.

Add Appropriate Po value to static pressure flt center ~f test Interval TEST NO. ~P*ltnl *t2Se.quen~ No.

C.

Planned Center Pressure:

\\ (..,:(..; * "3 Transducer Readings Before Packers Inflated: Top ~

Middle Trans?ucer ~eadings After Packers inflated
Top 2 & ' ~ '3 ; Middle M*~~ \\!PI '7L"Z..

~~g c..

~'PRo \\t5L~~ \\

FLOW METER READING, Gallons

  • Bottom: w;;rr4. q ~,
Bottom:

<..o S' * 'lf:. '=( ~ "9 ~ l 3

'"Rt:>'"\\ST T I,.\\\\ 'S jet.:l.CAG~o!!.C Middle

Time, FLOW, gpm
  • Transducer Surface Gage REMARKS Pressure, psi Minutes Reading, psi Initial Final Difference
  • ~._, \\ 2A \\ "311

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~From Prellminary Boring Layout Survey Wl21 Rev'4-RCN: CRP-0414.4 Page 22 of 23

/ tft J Form Approved for Use on Clinch River SMR Project-J.A. Tice Techncial Lead Form Rev 0- R~viewed by lJSb 1-z,f( 1' Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-27 of 515

I I.

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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 TESTID: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(//

  • (B) Surface Gage Height Above Datum, Ft. Z' I ()J
  • TestWa!erTemp:_ ':(r,b"'tC Baro Pressure, psi: !4.43 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, 1/2 Po, Po

  • ' :-~
  • 4 Sequence !D:

A B

C 0

E Po Values: 1/3.Po "'~: 2/3 Po=_ 15'8/B : 1/2 Po=>

L\\ * \\

Add Appropriate Po value to static pressure at center of test Interval TEST NO. ~~-!~\\ ::c;z.seiquence No. ~C..:__ Planned Center Pressure:

1-<.6 ~, *~

e5,c3

~<&.

Transducer Readings Before Packers Inflated: lop ~~

Middle '(,],'4 I
Botto)11:

Trans?ucer Readings After Packers ln.flat~d: Top Z &, ~ 3 Middle (i,~,-:tl

Bottom:

lv\\P-10 t -=t.'~ $G(fV. c

("R<S~"E S '1:)

FLOW METER READING, Gallons Middle Surface Gage.

Time, FLOW, gpm
  • Transducer REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference VI' *~<0'.. ".:,(}; ~~t\\B t'""'.......
  • (.pfi1A*8.*

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  • 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

(

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DOUBLE PACKER BOREHOLE PERMEAI31LITY TEST DATA SHEiE!T

. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

PROJECT NAME: Clinch Rlv~( SMR P~

JOB NO. 6468-13-107~

Boring No tv\\?-\\~\\ ~L. Borehole Diameter, Jn.:..2$_. Total Boring Depth, Ft. S'~l)

Page 1 of2 DATE:3~3-f3 Gnd Elev, Ft: !3thM3.

  • Casing Height above ground, Ft:~jif-Elev. Top~f Casing, Ft. (Gnd Elev +Casing Height): tJ¢(, ",; *~ =Datum c;~'.::::>

"'.:\\ -\\ t{). v::,

6 5 TEST ID:f\\,\\?* \\ll-\\. ~i."'2-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!

. (B) Surface Gage Height Above Datum, Ft. z., I/)

Test Water Temp:~C Baro Pressure, psi: /4,43 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, Po, 1/2 Po, Po Sequence ID:

A B

C D

E Po Values: 113 Po"'~; 2/3 Poe_ ea S,f) ;.1/2 Po= Alj,, ~

Add Appropriate Po value to static pressure at center of test inte_Na1 TEST NO. tAI.?*U~~ :t;zse'qu.ence No.

C Planned Center Pressure: \\ l.ff<...-.1, 0 ~

L)~. ":\\~~H~~

z$,2-$ ~-~

t{*~*-\\ \\

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Bottom: *~-*

Transducer Readings After Packers Jn,flated: Top _ 'Z & 1 (a,:*3 Middle

((,"'::#- tf I Bottom: &S, Z4 FLOW METER READING, Gallons Middle

Time, FLOW, gpm
  • Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi h'litla!

Final Difference

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"From Preliminary Boring Layout Survey WI21Rev'4-RCN:CRP-Cl414.4Page22of23

  • .'("]

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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

('\\;r.~ "::\\-\\(P-\\3

  • 6"5.

~ *~

TEST ID:M?* \\(/\\ ~ ~

    • Testlength:
T.S

'X:resfSection Deptn {fromBsltlm): From *14-:., t}. To I? Z, ?J (A)* DepthtoWaterTable From Datum, Ft: 2.Zr/t.

. (S) l;]urface Gage Height Above Datum, Ft. z, I IJ Test Water Temp:~;:: Sara ~ressure, psi:..14.J;3 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 Sequence ID:

A B

C D

E Po Values: 113 Po ",2;~ A; 2/3 Po= 'SS.~ ;.1/2 Po=: 4 4' I Add Appropriate Po valu.e to static pressure at center or test Interval 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\\.-

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~~ ~<9D FLOW METER READING, Gallons Middle Surface Gage '

Time, FLOW,gpm
  • Transducer REMARKS Minutes Reading, psi Pressure, psi Initial Flnal Difference

,~,. s<¥:¢~ I ¢4!4'3

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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

  • l I I I

I I I

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET

'A(vlEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of2 PROJECT NAME: Qrnch Siver SMR Prolect JOB NO. 6468*13*1072 DA'fE:'3~3-n Boring No ~

~-~\\ '1... "'L. Borehole Diameter, ln.:2$_ Total Boring Depth, Ft.. S'-40 Gnd Elev; F!:~.

  • Casing Helght above ground, Ft:Q.iif-Elev. *Top~ofCaslng, Ft. (Gnd Elev +Casing Height): 8¢(, 31 "'Datum

. C'l

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c;1s TEST ID:M\\':1-I!f\\ ~"Z-Testlength: __5L_~Tes Secl!on Depth (from.Ji'la!hlm); From i4~, t)

To./52, 5 *

(A) DaptrJ to Water Table From Datum, Ft: Z, Zdt

. (B) Surface Gage HelghtAbovg Datum, Ft. z_., I()

Test Waler Temp:~c. Baro Pressure, psi: ~4]

Depth to Center of Test Interval From Datum, Fl: f 48, ':f~

(C) Distance Water Table to Center ofT est Interval Ft. ~\\?.. StaUc water pressur~ 11t center= (C*62.4/144) + E\\aro"'

.~;8

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MAXIMUM TEST PRESSURE, Po eo ([A+S*1] + c*o.57) (Po;;, ss, ?4 rest Pressure sequence" 1/3 Po, 213 Po, Po, i/2 Po, Po Sequence ID:

A B

C D

E Po Values: 1/3 Po= z~.-:\\-: 2/3 PO"~;.112 Po"' 4A *I Add Appropriate Po value to static pressure at center oftesllnteNa1 TEST NO. M?*\\IDI :t;Z.Se.qu.ence No.

/!:-

Planned Center Presaure: I~ t.P * '3

<!:1

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Time, FLOW, gpm
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  • 1 L d Form R~v o-Reviewed by_!:S:...!l!='C--_(-i~pc.L.Jj/7 Form Approved for us~ on Clinch River SMR Project-J.A. Tice Tee nc1a ea.

Clinch River Data Report Rev. 4 CRP-1112.16

  • Page E.3-31 of 515

I.

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! I.

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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORING: M P** I ¢1 ~ iG DATE:

7--::t~ 1'3 DATACOLLECTEDBY: ToM /V!cGil:.I.-/JiM GoooA;<?r:';}*

SIIUT-INTESTP!UlSS~:..

1:. *

~~~~, *

TIME, SURFACE GAGE minute PRESSURE psi

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  • PRESS

~

EQUlPMENT 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/R24038 (spare) 6/20113

,II""

~

Surface Pressure Gage: (Both Wil{a 21~3) ~ MW~3 (at pump); MW ~4 (at totalizer) 6111113 ____

Barometric 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,...

Calibration due: _Post Testing*-----,-----

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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 Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.

AMEC Project# 6468-13-1072 Baing: MP-1 01 Zone: Z3 190.0 feat to 197.5 feat below ground surface Transducer Location: Middle

~E:>;Luence A_(1/3 Po}

Sequence B 2/3 Po E1apsea 11me rlow rate 11::1apsea 11me Time

{minutes)

Pressure (psi)

(gpm)

Time (minutes) 13:32:00 0.0 95.50 0

13:51:00 0.0 13:36:00 4.0 95.16 13:52:00 1.0 13:36:30 4.5 96.60 0

13:52:30 1.5 13:37:00 5.0 96.40 0

13:53:00 2.0 13:37:30 5.6 96.86 0

13:53:30 2.5 13:38:00 6.0 98.47 4 13:54:00 3.0 13:38:30 6.5 166.45 0

13:54:30 3.5 13:39:00 7.0 141.44 0

13:55:00 4.0 13:39:30 7.5 141,29 0

13:55:30 4.5 13:40:00 8.0 140.67 0

13:56:00 5.0 13:40:30 8.5 140.10 0

13:56:30 5.5 13:41:00 9.0 139.74 0

13:57:00 6.0 13:41:30 9.5 149.11 0

13:57:30 6.5 13:42:00 10.0 149.49 0

13:58:00 7.0 13:42:30 10.5 149.50 0

13:58:30 7.5 13:43:00 11.0 141.44 0

13:43:30 11.5 141.15 0

13:44:00 12.0 141.10 0

13:44:30 12.5 141.03 0

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 1 c1apsea 11me

{minutes)

Time

{minutes)

Pressure (psi)

(gprn) lime 14:16:00 0.0 224.74 0

14:30:00 14:16:30 0.5 184.28 0

14:30:30 14:17:00 1.0 183.40 0

14:31:00 14:17:30 1.5 183.45 0

14:31:30 14:18:00 2.0 149.12 0

14:32:00 14:18:30 2.5 148.20 0

14:32:30 14:19:00 3.0 140.79 0

14:33:00 14:19:30 3.5 142.85 0

14:33:30 14:20:00 4.0 145.70 0

14:34:00 14:20:30 4.5 145.37 0

14:34:30 14:21:00 5.0 145.59 0

14:35:00 14:21:30 5.5 154.55 0

14:35:30 14:22:00 6.0 154.72 0

14:36:00 14:22:30 6.5 154.93 0

14:36:30 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 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 It-low rate Pressure (psi) (gpm) 141.49 0

142.95 0

165.00 0

165.12 2

178.82 0

178.96 0

179.15 0

179.25 0

17937 0

179.34 0

179.28 0

179.16 0

179.16 0

179.10 0

179.08 0

Flow rate Pressure (psi) (gpm) 207.61 0

207.89 2

220.85 2

221.24 0

221.30 2

221.42 0

221.25 2

221.39 0

221.99 2

221.73 0

221.87 2

221.97 2

222.10 2

221.75 0

Prepared by: (;.Pr Date: ~8-' ;q_

Checked by: !JS ';--

Date: 4- ~ f!J-' ( 4-Sequence C Po 1 t:lapsea 11 me 1r1ow rate Time

{minutes)

Pressure (psi)

(gpm) 14:03:00 0.0 207.82 0

14:03:30 0.5 207.95 0

14:04:00 1.0 208.41 2

14:05:00 2;0 222.50 1

14:05:30 2.5 213.52 0

14:06:00 3.0 216.95 2

14:06:30 3.5 214.29 2

14:07:00 4.0 214.16 0

14:07:30 4.5 215.05 0

14:08:00 5.0 215.69 2

14:08:30 5.5 207.08 0

14:09:00 6.0 207.79 2

14:09:30 6.5 226.46 0

14:10:00 7.0 225.49 2

14:10:30 7.5 225.32 0

14:11:00 8.0 225.96 2

14:11 :30 8.5 224.52 2

Note: No reading at 14:04:30

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

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*-*----

0,0 2.0 3,0

--2/3Po 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

~--~--------~**---r----

4.0 s.o 6,0 7.0 8.0 Elapsed Tlmajmhlutas)

Notosl Test pressuro appl'o)(lmatoly 2/S of tho m~l!tmunltest pressure (Po). Flow r_*I_*.:;.IYP~~~~-~surcd ovarilSO secol\\~~~--------__J

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

--~1/2 Po Elapsed Time (minutes)

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 J. 1-:Ll--L"I_

Checked by/Date: ---f-if!X2~-

.I::L.;ft~u~ZLLL.!".. 7-_-

v 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

~Po Elapsed flme (mlnutos)

Prepared by/Date:~t

~~/1" Checked by/Date:

~ 1/;u ?-'

Clinch River Data Repo:::C~P-1112.16 Page E.3-36 of 515 NOte$: iest ~rauura af:lprolllmah!ly aftl\\o r'I\\Axrmum lost pressoro *(~~),Flow

  • ----*-**- -....... ---~*-~& WAicaiJy measured9v~~:r~ SQse~~iY!.h.-----~*-***-*

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*

~

Q~"t"L\\...._

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Elev. Top oft2aslng, Ft. (Gnd Elev +Casing Helght}:o~l, '?>:X~'* 9~,

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= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence JD:

A B

0 D

E Po Values: 1/3 Po = '?>* B '2-"t 2/3 PO" :!j--1..,. esc:::.1/2 Po:= co'::\\ A\\ Add Approprtate 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. {/) ~.

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~)CS./~~ : Bottom:

  • Ber,)\\ '5 f"LOW METER READING, Gallons Middle Surface Gage.
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  • From Pr~l1m!nary Bonng Layout Survey W121 Rev 4-RCN: CRP-0414.4 Page 22 of28
  • c..JZ..

/ Jf/7 Form Approved for Use on Clinch Ri~er SMR Project-J.A. Tice Techncial Lead

.

  • 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~

Casltig Height-above ground, Ft:M':f Elev. Top of~aslng, Ft. (Gnd Elev + Coslng Helght):e!~l t ~*3:.....gfl!\\,fffi 9 ~.

'a "7 ~

()):\\ +-I!P-1~

6.5 TESTID:MP*Hh} U""ill Test length:

r*...J i=TT~s{SeotlonDepth(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 I

I

. (B) Surface GagE! Height Above Datum, Ft. Z.

  • IlL>

A e._~ Depth to Center of Test lnteNal From Datum, Ft: I '9 ~

t..~ S

~~.~~\\.

.(C) Distance Water Table to Center ofTestlnterital Ft. \\ 'iSJ$,

  • Static v1aterpressur!' at center= (C*62.4/144) + Baro"' '2Ls., \\

. 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:

A 8

C D

E Po Values: 1/3 Po= J 5, 2.."f' 2/3 Po= q.r.,, C::.~.112 Po=: 15 ~A\\ Add Appropriate Po value to statio pressure at center 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--/n I r>

FJ..OWMETER READING, Galfons Middle

Time, FLOW,gpm
  • Transducer Surface Gage REMARKS Minutes 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\\-';)

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45 c/J

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/£1v'T.::> *

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i I

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  • UVP-1

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  • 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: I 9 ~. ~*'5

~*~~~

,(C) Distance Water Table to Center ofTestlnterVal Ft. ~~.s;;,. Static water pressure a! center= (0*62.4/144) + i3aro = <;)(s, 1 \\

MAXIMUM TEST PRESSURE, Po:::: ([A+B*1J + 0*0.57) [Po" t \\A,Q9~rest Pressure sequence=: 1/3Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID:

A B

C D

E Po Values: 1/3 Po"' *'53,*z..r-2/3 Po::; q.t,. \\ s~,1/2 PO"' $~A\\ Add Appropriate Po value to statio pressure at center of lest Interval "Co '1.

0 "13 j,..., z p _G\\

TEST NO. f\\1\\f>. \\ V\\

SequenGe No, -=---* Planned Cente!' Pressure:

  • '-"'*!?

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
Tlrrye, Minutes FLOW METER R6ADING, Gallons lniUal Difference Middle FLOW, gpm
  • Transducer Reading, psi Surface Gage Pressure, psl 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 REMARKS 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 I* '1' Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3*39 of 515 g~l <;t... (... \\~ DOUBLE PACKER BOREHOLE PERMEABILITY TEST DAIA SHEET AMEO ENVIRONMENTAL & INFRASTRUCTURE, INC. . Page 1 of2 PROJECT NAME: Clinch River SMR project JOB NO. 6468-13-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-8aM1t () ~ , ::r -<ir r;!/' "'? c::c Ct,):::r 4-H()- \\ '3 ~ 5. ( TEST ID:M'P*I¢\\ ~..,~<' iestlength: _:x *.J FT rJst Section Depth (from'9alt!I'T'lt, From *19lP, Vd To I '"":f 15 (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 ofT est 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 Sequence ID: A B C D E . Po Values: 113 Po::: J!) L"t :2!3 Po::: ::j*lu, s~,1/2 Po= s..,. A\\ Add Appropriate Po value to static pressure at center 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 MldGlle
Time, FLOW,gpm
  • Transducer Surface Gage REMARKS Minutes Reading, psi Initial Final Difference

\\L\\t ~!3: ~ '72-sz.. ~,..-_....,.. 11-o -";"'"J-Z(/J":(, ft't- '41 113: '311 9'2.~'(........ <.1Z~Z cf; ¢ 2¢'1, '7'5 f4\\ fl4 \\ IPQJ '?25'L ~ZS'J . \\

z.
z IJ3.41

\\4\\f/14\\~ r-: ltll t!l~~ ft[! ~z..~~ f:J254 ,\\ \\ ~*ZZ,S'/1 1l\\ 1 \\ ()<;, *, '5 '2.'54- '72.SS I z_ 2f~, ~'5 \\AI <P~~*~y; 1:_72.-~~ ~1..~(.. l 2 Z'f{i!J; 29. 14 I ¢'1:/ ll/4) <JZ.'S(... ~'2.'3.<.. (/J </J ?.-14, /{.p \\ A't_i/?_":i \\~(/} <7'2..~ 9Z..S(... .a

  • ({)

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.,z_c;;,J,. I

z.

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  • z.,

i¢1119. ~41 f/1 ~ ~ ~(J S)2-S'O ~'2."i)~ 1.) </J cP zz:t.t., 4-t.. t4*: \\IP~ IPI.fJ

  • <?zse
  • e:,£....~~

I. 'Z-z.:zsA~ \\tt ~. \\IIH 1tfl 92.S'7 ~ZS';> (j) cj) zz..s, '32 \\t\\: \\ '\\ tpi(J '?Z.~~- 9Z.(., t:t \\

2.

22.S.S1b \\L\\\\ \\\\ ', *~ lP <??..(;or,/> ~>Z.L..> \\ \\ ~ z.zj\\,s oz.

  • Frorri Pr~llmlnary Boring Layout survey 14: I 'l.'/3rP. "73 o ?7 <>.4-,

t4 \\ \\'":;~ ¢/P r ~e \\.l\\ \\ V'.\\' tbl/) !?~Itt) Wl21 Rev 4-RCN: CRP-0414.4 Page 22 of28 Pressure, psi 11¢ I\\¢ ItS IZS-12.¢ . IZ¢ \\ \\S \\ \\.'S HS \\ \\ c.p \\\\*w \\ ~(p \\"2..? \\ 1><fJ \\)_._~ ( '3¢ l *~tt> '0~~*~4 Z4i'54 t4A'~ .-B lii c:"' ~'!I G. /.J. /"';) 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 Page E.3-40 of 515 ~ J * .~ .': ~ ~ ~* 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:!;/ ~. o

  • =~*\\lt'l*\\~
  • c;,s TEST ID: )'Jo.f>
  • I!.B ':Z,.,ctJI? '"'restlength:
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 ofT est Interval From Datum, Ft: I ~ ~.'l'S

~*~~~ (C) Distance WaterTable to Center afT est 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-rest Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: i/3 Po"' 0 B,*z...r-2/3 Po" q.(.,.., sS, TEST NO. Mf'* \\ V\\ "t.lequence No. * *p Sequence ID: A 8 C D* E .112 P.o= CO~ A\\ Add Appropriate Po value to statio pressure at center of test Interval 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 Middle
Time, FLOW, gpm
  • Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference r 41 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 9*2.&-B C/J ~ \\t).* ')'21<:o~

  • \\A\\' '8',1/)~

9'Z48 V\\\\* .. 1:)\\TW ~2.(!)~

  • '? 2lJ,B

.¢. \\ L\\ \\ '\\ Cj t (,ti~ ~z;(,lg 92:~5 cp \\4\\ \\11\\'l~. '.)ZC<>'{) ~Z.&S dJ lt.\\ \\ ttP \\ w¢ I}Z<.o8 ~U..8 ¢ V-\\ 1 2.!/J '1_(/J_

  • I!?J2&;,S tyz&B

¢ lL\\ l 2 t.1/P(tl t;j(..(.,() "?* ZL.tS ~* \\41 Z.\\ t ~q; c;yzv..e. 02-~~ 0 IL\\ 4 z;z ~¢f/J ~2(£> 9Z&-8. <P 14: ?-Zi '$~ <92&6 92£..$ . cb \\L\\ I ~ '3:tPfJ ';12(,;,8. 92.<.> 9 I ~ \\A; '2.3!3~

>Zio')9 92~9.

(j) \\A\\ ZLI~¢¢ ~ L.!.. ':1 1.'-)Z~~ ¢ .tAl 24t3¢1 ~)'Z.Co' ~Z.&9 ¢

  • From Preliminary Boring Layout SuNey

~ 0 ¢ (/J ¢ ¢ ¢ rP 0 C/J ¢ (jJ z: (/) ¢ rJ - I tB 'b/-V~ 5(/J /4';:),1 "'2. fj{j \\ l\\g, 2(/1 4¢ \\Alfl.-::t~ "4@ \\l\\*t.S} t.}S . \\ 4S,~a 4S 14S:3"1 4t:; r4 ~*.s.9 ss /<54,5S 55' 1?4n~ 5'5 15:4-*'1~ -5'5 l54,'7:Z s~ . J~S.24 15'*.::r. I 'ftS. (l; if ~ -5. t$'S', (/)1 ~s 14 : 'l. ';5 l 'PI S L~*r-r """""'* ! 4 'i *rz..c,.,, fiJI/} T..:. P f4 ~ "Z.'t\\-\\,Py1 1/j MO /§IUD 82~16 ' 'ZA. <;S" \\'\\*.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..

PROJECT NAME: Cllnch River SMR Prolect JOB NO. §468-13*1072 Page 1 of2 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,. 1 3,..

  • '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-*15_

(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> 11* '5

<+--;.;> ~~' ":\\.~**~ "!> .(C} Distance Water Table to Center ofTesl!nterVal Ft. t '2>'1:L ~ Static water pressure at center= (C*62.4/144) + Baro"' <;)($, \\ MAXIMUM TEST PRESSURE, Po"' ([A~B*1l + c*o.57) [Po= t IA.'6~nest Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po . Seqllence ID: A 8 C D E Po Values: 1/3 Po"' J i$,:2..'1" 2/3 Po:o :tL., CS~.1/2 Po"' '"6 ~.~ \\ Add Approprtate Po value to static pressure at center ortestlnterva1 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 Surface Gage'

Time, FLOW, gpm
  • Transducer REMARKS Minutes.

Reading, psi Pressure, psi Initial Pinal Difference !4 1':;) ¢ ~ rPtP 9'2-::\\-'Z" ""',..*~- z¢*':1-.&-1 Ill/) .

  • 73ar&rt ~~._,.

l4l -;~ ', /)IP '!';)Z.q*t/ ~2~ '3 \\ 2.. 21~1.89 I'Z.S ~z~e£4

  • l\\

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2 2( I;;; *~

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  • 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 Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16.

Page E.3-42 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SH~ET BOiliNG: he. '6'

  • c-3 DATE:

1-f~ j13 DATA coLLECTED BY: 'Tot1 SJ:WT -JN TEST PRESSl)RE:

TIME, nrlunte

---~ f)~. * (,~/ }1i'r). C,JJVJ'J 'f,j / ~

  • psi SURFACE GAGE PRESSURE, psi_

\\ ../'.0 '\\ \\.c;;, 0 ~ ,, \\ ""'"'(

  • ~~

P-

  • Page2

. ~ls Sheei (.fpJ}CJ p (/ji/ b.,c. 3. +'t.() 1-.s Sfi..- tzj/"lh7 CENTERTRAN~*

  • PRESSlrnR.

~ EQUIPMENT USED . v v Transducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6/12113; 315381/R24039 (intermediate) 6/20/13; 141142/lU0367 (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 ____ _
~..--

Barometric 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

  • r-G:,- Zf!h *3
  • Date of.Calibration: Dates in Halics after equipment serial number"'

Ca1ib~*ation due: ]ostTesting3 FII.... IZ'!> FdR. "fo.,oMrz flf u.* u::.LI.J6<!1'~. Sa~(.IGN.CC:.::s A*-£ '?2 ct..~* ':f*<.t.* n (4,,..... v"i). t-.1\\ 'P-1 ¢\\ ~*~; (l?.>) 't41 r~ * (}':1, ¢G.

  • 14
  • 4-'BS~ '-" ".\\ L 1'-1\\~~'\\ (#*\\* t.i:(~)

~¢~~~ (j'::j..-~l.

  • \\4,4H,;~?. iS"CGI...

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  • 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 Page23of23' Form Approved for Use on Clin.ch ~iver SMR Project* J.A. Tlce Techncial Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-43 of 515 Form Rev 0. Reviewed by

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