Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 401-453
	ML19030A972
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: ML19030A972 (53)
	v • d • e

OOUBLE PACKER BOREHOLE PERMEABII.ITY TEST PAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of2 PROJECT NAME: Qllnch RlverSMR Pro!ec\\

JOB.NO, ~3-1012 DATE: '1* 2f,!* 1'3 Boring NoN\\e* ~2.¢ Borehole Diameter, ln.:*3.8. Total Boring Depth, Ft...lj._L Gnd Elev, Ft: am2,$ *

. Casing.Height above groun~, Ft: gS~4 Elav. Top of Casing, Ft. (Gnd ~lev+ Casing Height); '89)$,1G. =Datum

TEST ID: 1-A.f* 4 ~¢ 'l. G. Test length:

':(-, '5 test Section Depth (from Datum): From..!~* /.,4 To I ~4,. I(.

(A) Depth to Water Table* From Datum, Fl: (o ¢. I '5 (B) Surface Gage Height Above Datum, Ft.~~

-----.--*-(C)-o~t"Ei11C6WateFTaBlefO'Cefi!er oflesTinterval"'Ff.'tS-dr."2~tatlc water pressure at cent~r= (0*62.4/144) + Baro = -~

MAXIMUM TEST PRESSURE, Po= ((A+B*1j + C*0,57) [Po= /3 Cn j Teet Pressure seguence :" 1/3 Po, 273 Po, Po, 112 Po, Po Sequence 10:

A 8

C D

E PoValues: 113 Po"' 4 5

2/3 Po=.....121_ i 1/2 Po" 4' S Add Appropriate Po value to static pressure at center of test Interval TEST Np. tfo..f'AUF: G.sequence No.

"D Planned Center Pressure; I 'e:l9 Transducer Readings Before Pa.okerslnfiated: Top 2,¢. BGe: Middle

t¢. Gb4.' Bottom:

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!V:*{(f~IJ, Clinch River Data Report Rev. 4 CR'P-1112.16

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DOUBLE PACKER BOREHOLE PERMEABILITY TEST PATASHEET AME:C ENVIRONMENTAL & INFRASTRUCTURE., !NO.

PROJECT NAME: Clinch River SMR proleo\\

JOS.NO. 6466*13*1072 Page 1 of2 DATE:7*"a'S *I*~

Boring NoM]?* 42.¢ Borehole Diameter, ln.:~ Total Boring Depth, Ft. 3 ~G Gnd Elev, Ft: ar.H~.S *

. Casing.Height above grou(l~, Ft:~4 Ele~. Top of Casing, Ft. (God Elev + Caslng Helght):b-09, I G. =Datum

TEST ID: N\\~- 4 'ac;zl 'l. G. Test length:

i-, S Test Section Depth (from Datum): From /CJG., G.t.

To 194. It..

(A} Depth to ll)la!er Table From Datum~ Ft: <o ¢, 1'5 (B) Surface Gage Height Above Datum, Ft. ~(/J

~-. -~(c)-o!gta.rroowarerTaolefO'Center ofTesTinterval Fr.-~c:;-statlo water pressure at center= (0*62.4/144) + Baro== _....._.._

MAXIMUM TEST PRE:SSURE, Po*"' ([A+B*1) + C*0.57) [Po"' 13 G, 1 Test Pressure seqtlence ?' 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID:

A B

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E Po Values: 1/3 Po "'~ 2/3 Po:: __2.L; 1/2 Po::~. At 8 Add Approprlate P? value to statio pressure at center of test Interval T~ST NO. \\-t\\?4'2/tl?, ~Sequence No.. C::.

Planned Center Pressure:

i;.¢?

Transducer Readings Before Packers Inflated: Top 2,¢. Bt'.c.; Middle * ?'¢. ¢4" Bottom: * :Z3* 88 Transducer Readings After Packers lnt!ated: Top

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PACKER TEST FLOW RATE GRAPHS Boring MP-421 Packer Test Intervals: (below ground surface) (below top of casing)

MP-421 Zone 1:

57.0 feet to 64.5 feet:

57.48 feet to 64.98 feet MP-421 Zone 2:

99.0 feet to 106.5 feet:

99.48 feet to 106.98 feet MP-421 Zone 3:

121.0 feet to 128.5 feet:

121.48 feet to 128.98 feet MP-421 Zone 4:

228.0 feet to 235.5 feet:

228.48 feet to 235.98 feet Graphs of flow rate (gpm) vs time (minutes) have been created from Excel sheets containing data from field data sheets. For clarity, individual plots for each sequence within a tested interval are presented. Generally, plots are not provided if the field data sheets indicate no flow during a test sequence. Bechtel Field Instruction forms are provided. AMEC field data sheets are provided following the graphs for each zone. The AMEC field data sheets use top of casing as a field measurement reference. Assigned test interval depths below ground surface were converted to depths below top of casing by adding the casing height to the assigned test interval depths. Transducer data file names are listed on the last field data sheet of each test interval. Transducer data files are furnished as electronic files in a data supplement submittal.

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-404 of 515 a me

FtF No. 25847-601~KOI.CY00..0.0020 BECHTEL POWER CORPORATION Project No. 25847

Clinch River CPA Project* Site Subsurface Investigation FIELD INSTRUCTION FORM Specification Section:

5.3.7.2 Packer Testing in MP 421 Field Instruction: The following are the four (4) depth zones In which packer te$tlng will be conducted in borehole MP 421:

~

C.o~9'>1....sI"G-i':>

Zone 1: 57.0to 64.5 feet below.land su.l'face. (Tolerance.+/- O.S.feet}

1 M -z_ A*. \\~

zone 2:.99.0 to 106.5 feet below land sulface. (Tolerance +f.. 0.,5 feet) c*)~*

Zone 3: 121.0 to 128.5 feet below land surface. (Tolerance+/~ 0.5 feet)

"'"(.

Zone 4: ~~8.0 t_e...?3s.;teet below land surface. (Tolerance+/~ 0.5. feet

<=~'~c 1-\\ '"'rf!iR.V4L. ?:5' ;:- r t(~* !J*Z~*IJ

. The desired pressure ranges that will be tested In each of the four zones are based on the calculation of the test pressures as provided in AMEC Project Procedure CRP-3..:. Packer

Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWork$ 25847~601 ~V14-CYOO*

00018-006) or latest revision at time of testing. The test pressures will be determined just

before the commencement of the tests by measuring the water level at the start of test.

Basb/Justfficatlon for Instruction:

The depthS of the above zones were selected based on fracture zones identified from DRAFT geologic core logs, ROD analysis, acoustic televiewer logs, and geologic core photographs.

The bottom depth for packer testing Is limited to approximately 250 feet due to the packer test assembly and maximum transducer cable length of approxhnately 285 feet. The justification of the pressure ranges that will be' tested will be based on AMEC Project Procedure CRP Packer Pressure Testing In Boreholes, Attachment B (Bechtel PowerlnfoWot:Ks 25847-601~

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201~ &chtel Power Corporation. Contains Contractor Confidantiallnfonnstlon.

PAGE 1 OF 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-405 of 515

Pac.ker Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 I Max Test Pressure (Po) {ps1) 1/3 Po (psi) 213 Po (psi) 1/2 Po (psi)

Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 SequenceD 1/2 Sequence E 1.0 PipeCheck (Estimate Only for Field Guidance))

Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections I length of stickup above I UG (tt) 13.43 20 58 19 39 29 Center Test Pressures (psi) 39 59 78 49 78 13.29 21.12 51.69 2.45 11.67 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3406 of 515 Test Date mr Prepared By f/--J.tJ Checked By Inflation Pressure (psi) 89 109 128 99 128

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

AMEC Project# 6468-13-1072 Boring: MP-421 Zone: Z1 57.0 feet to 64.5 below ground surface Transducer Location: Middle Sequence A (1/3 Po)

Elapsed Time Flow Rate Time (minutes)

Pressure (psi) (gpm) 15:02:00 0.0 19.11 15:02:30 0.5.

24.26 2

15:03:00 1.0 42.74 0

15:03:30 1.5 40.22 0

1.5:04:00 2.0 39.29 0

15:04:30 2.5 38.78 2

15:05:00 3.0 37.92 0

15:05:30 3.5 37.95 0

15:06:00 4.0 37.61 0

15:06:30 4.5 36.96 0

15:07:00 5.0 37.35 0

15:07:30 5.5 37.87 0

Sequence 8 (2/3 Po)

Elapsed Time Time (minutes)

Pressure (psi).

15:15:30 0.0 39.62 15:16:00 0.5 52.96 15:16:30 1.0 61.95 15:17:00 1.5 58.16 15:17:30 2.0 56.92 15:18:00 2.5 57.24 15:18:30 3.0 58.31 15:19:00 3.5 59.65 15:19:30 4.0 59.38 15:20:00 4.5 59.96 15:20:30 5.0 59.35 15:21:00 5.5 59.57 15:08:00.

6.0 37.87

o 15:21:30 6.0 -*

59.36 15:08:30 6.5 39.42 0

15:22:00 6.5 15:09:00 7:0 39.59 0

15:22:30.

z.o 15:09:30 7.5 39.29 0

15:23:00 7.5 15:JO:OO

.. 8.Q 39.70 0

T5To:*3o*

1L5

- 39.79' 0

15:11:00 9.0 39.35 0

15:11:30 9.5 39.64 0

15:12:00 10.0 39A1 0

15:12:30 10.5 SequenceD (1/2 Po)

Sequence E (Po)

Elapsed Time Flow Rate Elapsed Time Time (minutes)

Pressure (psi) (gpm)

Time 15:36:30 0.0 79.51 15:50:30 15:37:00 0.5 79.77 0

15:51:00 15:37:30 1.0 58.71 0

15:51:30 15:38:00 1.5 57.40 0

15:52:00 15:38:30 2.0 52.25 0

15:52:30 15:39:00 2.5 48.12 0

15:53:00 15:39:30 3.0 46.82 0

15:53:30 15:40:00 3.5 46.93 0

15:54:00 15:40:30 4.0 45.93 0

15:54:30 15:41:00 4.5 46.91 0

15:55:00 15:41:30 5.0 47.91 0

15:42:00 5.5 47.81 0

15:42:30 6.0 49,11 0

15:43:00 6.5 50.43 0

15:43:30 7.0 50.49 0

15:44:00 7.5 50.35 0

15:44:30 8.0 50.61 0

15:45:00 8.5 50.45 2

15:45:30 9.0 50.35 0

15:46:00 9.5 50.43 0

15:46:30 10.0 50.28 0

15:47:00 10.5 50.30 0

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-407 of 515 (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 59.43 59;52 59.70 Pressure (psi) 50.34 74.24 77.59 77.79 77.57 77.69 77.81 77.95 77.69 76.84 Flow Rate (gpm) 4 0

0 0

2 0

0 0

0 Q

0 Flow Rate (gpm) 4 0

0 0

0 2

0 0

2 Prepared by: C 't:i(

Checked by: ~

Sequence C (Po)

Elapsed Time Time (minutes) 15:26:30 0.0 15:27:00 0.5 15:27:30 1.0 15:28:00 1.5 15:28:30 2.0 15:29:00 2.5 15:29:30 3.0 15:30:00 3.5 15:30:30 4.0 15:31:00 4.5 15:31:30 5.0 15:32:00 5.5 Date:

Date:

4-$-1'?

1/-*-&:>w(IJ--

Flow Rate Pressure (psi) (gpm) 59.50 75.55 2

77.24 0

77.55 0

79.17 2

79.41 0

79.48 0

79.60 2

78.69 0

79.26 0

79.58 2

78.94 0

15:32:30 6.0 -

78.49 0

15:33:00 6.5 79.60 0

MP-421 Zone 1 2.5 2*-

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

0 "*--*-*--l------+----+----.---...-*~--...-,..___, _ _, __ '1'-___,_ __

__, ------""1 o.o

'2,0 4.0 6.0 8.0 10.0 12.0 Elapsed Time. (minutes)

....w--1/3 Po Note" Test pressure approximately 1/3 of the maximum test pressur~ (Po),

............................................................................................................................................................................................................................... ~....... t.l.~~.!.#.l.~.!Y.P.!.9.. ~!1~.. !ll~.~!.~J..~.. 9.. 9X~r... ~... ~9.!.~.~.9DSIJP.\\.~X.Y.!.!:...............................................................

MP-421.Zone 1 4.5 ".................... -........... _,_,................................................ _,_,,_, __,_...............,.... _... _._,,........... __,,,....................... -.-*--**"'---*- **---............................. _, _____,,..,_,

4 +----t--

3.................................................................... _,... _.. _,,.............................. -....,....................................................................... --............... _............................................................... :.................................. -.*

J..S 1

0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Elapsed Time (minutes)

--2/3 Po Notos: Test pressure approximately 2/'il of tho tn~xlrnum test pressure (Po), Flow

"ra:.:.to""t""yp"'lcally measured over a 30 secp.tJ9,_,ln:.:.:t"'er..:;va'"-l'----*------

Prep a red by /Date :_--71('1-'-~-\\.-:--"'7*1!-7-Lt,_,/J.....:.<l_

Checked by/Date: --}71l~tt""'""'-Z-fp-"i~r-<-~'...!...rl __

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-408 of 515

MP*421 Zone l o.o 1.0 2.0 3,0 4.0 5.0 6.0 7.0 Elapsed Time (minutes)

Notes: Test pressure approximately at the max/mum test pressure (Po), Flow rate tt~:!:::J!Y m~~~~~~.O,_:._econd interval,

~---"'*--------.. ----

MP-421 Zone 1 2.5

'E 1.s +----------------------------------- :---------*------

Jli

~

0:

0.5 *+---*--------------* ---------- --*-------cf-----1------------

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~------*-*--_,,,__,_-'t"-_____ ~_,__,

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0.0 2.0 4.0

--1/2Po Prepared by/Date:

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t /~(t<.l Checked by/Date:

fJtl..;;J '/t:2--(!4 r

Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page E.3-409 of 515 6.0 8;0 10.0 12.0 Elapsed Time (minutes)

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

MP~421 Zone 1 4.5 r----~*

4 "....................................................................,.......................................................................................................................... :.............. -................................................................................................... -.........................................................................

3 *f.-*---

a

~ 2.5 :**-.............................................................

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~ 2 1.5.. _______, __, _____ *------------**--**---------.--

1...........................................................................................................................................................................................................................................................................................................................................................................................................

0

---.---*--+--------4r---*

o.o 0.5 1.0 1.5 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-410 of 515 2.0 2.5 3.0 3.5 4.0 4.5 5.0

~lapsed Time (minutes)

Notes: Test pressure approximately at the rnaxlmUtn test pressure (Po), Plow r-ate typically measu:*ed over a 30 -..cond lnte:*val.

DOUBLE PACKER SOREHOLE PERMEABILITY TEST DATA SHE:ET AMEC.ENVIRONMENTAL & INFRASTRUCTURE, INC.

Pag_e i of2 PROJECT NAME: Clinch River SMR Project JOB _NO. 6468-13"1072 DATE: =f ~ <:4-1-,

8¢'3,(.,.

Barlng NoMP** <\\2.~

13orehole Diameter, ln.:* '3,8 Total Boring Depth, Ft. ~~\\

Gnd Elev, Ft:~ * <?~,

. Casfng _Height above groun~, Ft:.Q.,A8 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): ~(/>~\\.4!8" Datum *

~.. Z4, I :3 TESTID:M.~*";Z\\

~ \\ Testlength:

?f,'5 Tes!SeotionDepth(fromDatum): From o7t48 To ~4.98 (A). Depth to Water Table From Datum, Ft:_ 4':/,fl(l)

Test Water Tem.p: 8Z °F Baro PJe~sure,psl:. /4, ;?.. ':>

'v..Jel.t... \\JI.\\T6'1l. TtJIAP cb '3 F.

LUl"¢),

(B) Surface Gage Height Above Datum,. Ft. a.G;oG.

Depth to Center of Test Interval From Datum, Ft:

. * (p 1. 2 3,;:..,.

.. -**---{c)~DI~tarrceWaterTaJ'>IeroceRter of'Tesflnterval H. ~tatlc water pressure~~ center= (0*62.4/144) + 13aro "'

Z 9S MAXIMUM TEST PRESSURE, Po= ((A+B~1J + C"0.57) [Po = 58 J *Test Preasur~ sequence:" 113 Po, 213 Po, Po, 112 Po, Po Sequence 10:

A B

C D

E Po Values: 1/3 Po "'~ 2/3 Po=~; 1/2 Po=:

'2.1'-1:>

Add Appropriate Po value to static pressure at center of test fnterval TEST NO. JJ-P* A

'2.1 1\\ Sequence No, A

Planned Center Pressure:*

'0 9 Transducer Readings Before Pa,ckers l.nflated: Top I CD, 8 9. ; Middle Transducer Readings After Packers Inflated: Top

\\ i:, \\ '& ; Middle f,AJ~. AZI*

'Z.\\

Se:G::JUENCIF' *A

. FLOW METER READING, Gallons

Tlme, FLOW,gpm Minutes Initial Pinal Difference IS' t/>Z~ lP(J)

~~otJr't rl$~ 0'Z\\~IJ Z-3*~(./)1

~'0'3W6 I

\\"& ~ qr], '. t.I)IJ

(?/~~ct>B. !?..'~ ~ t,D g

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¢

¢ J'5 I. (/J<f:,: 31..1 2.3~$9 a a,~ c'b_~

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d>

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From Preliminary Boring Layout Survey Fonn Approved far'use.on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-411 of 515 I c;, * \\ '5 :. Botlom:

~'0, c,b I

\\ 9, ~

~ : Bottom:

"' £.,.. 4 i-Middle

.Transducer surface Gage

.REMARKS Reading, psi Pressure, psi 19,/1

¢ r<Ef<!o.> (/u(./t.~A:s~

I!'

,::;..C:.I.\\J 2.4-,Z(...

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DOUBLE PACKER BOREHOLE PERMEABIL!.TY resT OAT A SHEET AMEC.ENVIRONMENTAL & INFRASTRUCTURE, INC.

Pa~e1of2 PROJECT NAME: Clinch River SMR Prol!iJcl JOB.NO. 6468-13-1072 DATE: ~ * <4* l '3 8ftl'3,(..

. Boring NoM p~ 42.\\

. Borehole Diarnetet, h1.:

018 Total SMn~ Depth, Ft. $ ~ \\

Gnd t:lev, Ft: ~

2 ~,

. Casing.Height above groun~, Ft:.Qd8 Elev. Top of Casing, Ft. (Gnd Efev +Casing Height): 8 C/>1\\,,PS = Datum *

~ ~ Z 4.J 'J TESTID:N\\.~*~2.\\

?.. \\ Testlength;

?f,'5 TestSectlooDeplh(fromDatum): From o~48 To' 44.':3)8 Test Water Temp: &

0

" Bare P.,re;lsure, ysl

. 141 :C..~

(A)* Depth to \\il/ater Tabre From 'oatum, Ft: 41.8rt>

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

G>(.

lt..ltat..L WAnn. t(OMP G:.'3 F*

Lfll.it'C.)

Depth.to Center ofTeat Interval FrompatLim, f:t:

(.., l. 2 3 P..,

Static water preesure at center ::::.(0*62.4/144) + Baro =

?'~

MAXIMUM TEST PRESSURE, Po= ([A+B~1J + c*o.57) [Po = 5 t'> I Test Pressure sequence:" 113 Po, 2J3 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 ~o value to static pressure at center of test Interval

TEST NO.)'!\\?* 1 '2.11 \\ Sequence No.

A

Planned Center Pressure:*

"5 * '}>

Transducer Readings Before P~ckers Inflated: Tqp

I CD

8 '2l : Middle I ':>' \\ '5 : Bottom:

f,>'O, (/) l Transducer Readings After Packers.Inflated: Top

I~ * \\ '-

Middle

\\ c.;, 1?... ~ : Bottom:

p ~

41 M?- A21 Z\\

St:::G:>I..l~NCcf A

C~:>.... '7' 1l>

.

FLOW METER READING, Gallons Middle

lime,

. FLOW,gpm

.Transducier.

Surface Gage

.REMARKS Minutes Reading, psl Pressure, psi Initial Final Difference

\\":)\\~\\ ~(/)

2'3~(/C)* 231>¢"'

¢ (b

~~,i!'S 1¢ I~ l~\\'3(/

'2,.~~~ ').

~1>~tJ'l

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From Preliminary Boring Layout Survey Fom1 Approved for'use.on Clinch River SMR Project* J. A. Tice, Technical Lead F o(m Rev 0 - Reviewed by <<;":fl- ( "l /1 o./1 ~

Clinch *River Data Report Rev. 4 CRP-1112.16 Page E.3-412 of 515

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

Pag.e 1 of2 PROJECT NAME! Clinch RlverSMR Prolect JOBNO. 6468-13-jOll DATE:!:!~ 2.4* 1'3 8¢'3.l..

Bo~ng No MP~ 42.\\

Borehole Diameter, ln.:* '0 18 Total Borlng Depth, Ft.

~a,\\

GndElev, Ft: ~

2 ~,

. Casing Helght above groun~, Ft:~ 8

~lev. Top of Casing, Ft. (Gnd Elev + Casing Height): 8 ~It.~$ = Datum

T

Z4. J J TEST ID:NW*A2 I. ~ \\ Testlen~th;

},'5 Test Section Depth (from Datum): From er:r. 48 To* 44. 98' (Af Depth to Water Table From Datum, Ft: 41.8~

(B) Surface Gage Height Above Datum, Ft. a. G>C.

- -. -:-*---ccrootanceWaterTai5JewC6riteFOfT8Sflntervall=t. ~

Statlcwaterpres.sure ~~center= (C~62.4/144) + Baro = Z9!

.1 MAXIMUM TEST PRESSURE, Po= ([A+BwiJ + C*0.57) [Po= ;:) 8 1 Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:

A B

C D

E Po Values: 1/3 Po "'~* 2/3 Po=

'?, ':> ; 1/2 Po::

'¢~

Acld Approprlate Po value to statlo pressure at center of test interval TEST NO. b\\fl* ""2.\\ F.\\ Sequence No.

'8 Planned Centet' Pressure!.

5 ~

Transducer Readings Before Packers (nfiated: Top I t.D

8 ~. ; Middle I c.:>' \\ c;) ! Bottom:

'2.. 'el, (./)I Transducer Readings After Pacl<ers Inflated: Top

11, \\ "2...' : Middle I r;' ~;;, : Bottom:

Z 2., 4 +

M?- A21

'l.\\

Sr:tG:>llEf../Ct::r.

"8

. FLOW METER READING, Gallons Middle

Tlme, FLOW,gpm

.Transducer Surface Gage

.REMARKS Minutes Reading, psi

.Pressure, psi Initial Final Difference IS'1 ~~

11

" :4'?> ~ (/J "';

~.....

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*From Preliminary Boring 'Layout Survey
.f6rm Approved for'use.on Clinch River SMR Project-J. A. T!ce, Technical lead Clin~h River Data Report Rev. 4 CRP-1112.16 Page E.3413 of 515 sz. 9(..
z.c..
~l.95 ZG.
. ( "'<!:t:dU'4 5,.,.
't> I=
t:'4.-t:>.......
j SB,l9 Z'Z..
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Form Rev 0- Reviewed by JJ'Z-I i :
i
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC.ENVIRONMENTAL & INFRASTRUCTURE, INC.
. Pag.e 1 of 2 PROJECT NAME': Clinch River SMR Project JOB NO. 6468*13-1072 DATE: =i * <!4* 1'3 8¢'3.(...
Boring NoM£* 42.(
Borehole Diameter, ln.:* '3,8 Total Boring Depth, Ft.
~.~\\
Gnd Elev, f:t: ~. ')?. ~,
. Caalng Height above groun~, Ft:.QdS Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8C/>"'t,~S "'Datum..
T ~ Z4. l J TEST lD: t--1\\?*4 2 \\
~ \\ Teatlength:
3-,5-- Test Section Dsplh (from Datum): From 0?, 4 8 To' <::, 4, '.5J B (A). Depth to \\IYaler Table From Datum, Ft: 41.8~
(B) Surface Gage Height Above Datum, Ft. a.(DG, TestWaterTem'p:. &
6E' Baro P.ressure,psl: ~.f=-'::J 1/-.l~;ti..t... Wl.\\rG'a. it!!'-",.,
G::.'3 "'F*
l.J¥.11 C..;....
Depth to Center ofT est Interval From patum, Ft;
~ 1. 2 3 P.,.

(c}'Dist~WateFT<1ol610cefiter of'Tesllntervam:-i~<:t----.s""'ta::-iltlc:-c w::::a:.-:te:-::-r":::pr=es=-=-s:-::ur~e a::-rt-:-:ce::::n<=te::-:r.. :-.. ("'C*;;;;6;:;-2.4"1:;-;14"'4):-:+-;:B'-ar=o-=,---,z!:'>f':g5~---'--;---

MAXIMUM TEST PRESSURE, Po= ([A+8*1] + c*o.57) [Po"' 5. ~ J Test Pressure sequence ;t 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A 8
C 0
E Po Values: 1/3 Po"~; 213 Po=~; 1/2 Po"'
'iQ'D Add Appropriate Po value to stallc pressure at center of test !nteNal TEST NO. 1-A.P-4,1.\\F. \\ Sequence No.
C.
Planned Center Pressure:'
'4 8 Transducer Readings Before P~okera l.ntlated: Top. I lD. 8 S. ; Middle Transducer Readings After Packers Inflated: Top
\\ ":\\ '\\ '"t. : Middle M?- A21
£.1 Ss:'Q UIENC!!£. c
. *FLOW METER READING, Gallons
nme, FLOW, gpl'l'!
Minutes Initial Final Difference I.::>,\\~ : Bottom:
. f,>'O; ¢1
\\ ~:)., z.:, : Bottom:
Z. ~'A "1-Middle
.Transdueer Surface Gage Reading, psi Pressure, psi *
.REMARKS
\\S\\'2<..\\11~ 2.3?,\\3*
~--....
59, '5(1) 25
. '/:SI.t"4fliJ { INGted' 4$d lP Ct.o~
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?./~ ~'~
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~~ ?.lt\\
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~
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From Preliminary Boring Layout Survey Form Approved for'use.on Clinch River SMR Project* J. A. Tlce, Technical Lead
.Clinch River Data Report Rev. 4 CRP-,1112.16 Page E.3-414 of 515
-=f?,SS 4-_¢ 11:ZA 4C/J IF 1-":/,SS A"3 1~,\\":\\
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I"==.~S FormRevO - Reviewedby5JL l"'-'j{4//1.
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC.ENVIRONMENTAL & INFRASTRUCTURE, INC.
. Pag.e 1 of 2 PROJECT NAME': Clinch River SMR Project JOB NO. 6468*13-1072 DATE: =i * <!4* 1'3 8¢'3.(...
Boring NoM£* 42.(
Borehole Diameter, ln.:* '3,8 Total Boring Depth, Ft.
~.~\\
Gnd Elev, f:t: ~. ')?. ~,
. Caalng Height above groun~, Ft:.QdS Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8C/>"'t,~S "'Datum..
T ~ Z4. l J TEST lD: t--1\\?*4 2 \\
~ \\ Teatlength:
3-,5-- Test Section Dsplh (from Datum): From 0?, 4 8 To' <::, 4, '.5J B (A). Depth to \\IYaler Table From Datum, Ft: 41.8~
(B) Surface Gage Height Above Datum, Ft. a.(DG, TestWaterTem'p:. &
6E' Baro P.ressure,psl: ~.f=-'::J 1/-.l~;ti..t... Wl.\\rG'a. it!!'-",.,
G::.'3 "'F*
l.J¥.11 C..;....
Depth to Center ofT est Interval From patum, Ft;
~ 1. 2 3 P.,.

(c}'Dist~WateFT<1ol610cefiter of'Tesllntervam:-i~<:t----.s""'ta::-iltlc:-c w::::a:.-:te:-::-r":::pr=es=-=-s:-::ur~e a::-rt-:-:ce::::n<=te::-:r.. :-.. ("'C*;;;;6;:;-2.4"1:;-;14"'4):-:+-;:B'-ar=o-=,---,z!:'>f':g5~---'--;---

MAXIMUM TEST PRESSURE, Po= ([A+8*1] + c*o.57) [Po"' 5. ~ J Test Pressure sequence ;t 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A 8
C 0
E Po Values: 1/3 Po"~; 213 Po=~; 1/2 Po"'
'iQ'D Add Appropriate Po value to stallc pressure at center of test !nteNal TEST NO. 1-A.P-4,1.\\F. \\ Sequence No.
C.
Planned Center Pressure:'
'4 8 Transducer Readings Before P~okera l.ntlated: Top. I lD. 8 S. ; Middle Transducer Readings After Packers Inflated: Top
\\ ":\\ '\\ '"t. : Middle M?- A21
£.1 Ss:'Q UIENC!!£. c
. *FLOW METER READING, Gallons
nme, FLOW, gpl'l'!
Minutes Initial Final Difference I.::>,\\~ : Bottom:
. f,>'O; ¢1
\\ ~:)., z.:, : Bottom:
Z. ~'A "1-Middle
.Transdueer Surface Gage Reading, psi Pressure, psi *
.REMARKS
\\S\\'2<..\\11~ 2.3?,\\3*
~--....
59, '5(1) 25
. '/:SI.t"4fliJ { INGted' 4$d lP Ct.o~
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From Preliminary Boring Layout Survey Form Approved for'use.on Clinch River SMR Project* J. A. Tlce, Technical Lead
.Clinch River Data Report Rev. 4 CRP-,1112.16 Page E.3-415 of 515
-=f?,SS 4-_¢ 11:ZA 4C/J IF 1-":/,SS A"3 1~,\\":\\
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I"==.~S FormRevO - Reviewedby5JL l"'-'j{4//1.
DOUBLE PACKER BOREHOLE PE.RMEA81LITY TE!ST DATA SHEET AMEG,ENVIRONMENTAL & INFRASTRUCTURE, INC.
Pag_e 1 of2 PROJECT NAME: Clinch River SMR Profect JOB !'JO. 6468-13-1012 DATE: ~ ~ ~4* I '3.
e~~.c..
.Boring NoMP* 42.'
Borehole DiametEir, ln.:* ?1,8 Tota!Borlng Depth, Ft. "a a.\\
Gnd Elev; Ft:~ * )?~, *
. Casing Height above ground, Ft:.Qd8.
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8 cj>lt:,1/!3 =Datum *
'::/- "24. I J TESTID:~~*42.\\ ~ \\ Tesllength:
£,'5 TestSeclionDepth(fromDatum)

From 57.48 To 44,98 Test Water* Tem.p: eJe/',C BaroP.,re~?sUre,psl:. /4, :C. 0:,:,
(A} Depth to Water Table From Datum, Ft: 41,8(/>
(8) Surface Gage Height Abov;e Datum, Ft.~
v.Jet..L tU.Arer~ re-,..,,
G:.'3 t=*
U1.t*lc.):
Dept~ to Canter of Test Interval From _Datum, Pt:
(, l. 2 3 r: -r

**-(C}Dismnce waterTaDiellf'cetiter afT e=s""tl=nte=rv=a:nl p*rt......,,~*

'3~.21 4~'3c--*s""ta::r.u~c w:;-;:a:r:te:=::r p:::re:::s:::-su=re:-:a:r-:t c=en:-;:te=r-::-,._Tr(C'*'*6"'z'.41;;r14;,4)~+:-;B;-:-a=ro-=.. ~z::>ric;3r-MAXIMUM TEST PRESSURE, Po= ([A+B*1) + C*0,67) [Po::: S ~ ) rest Pressu1;e sequence;:: 113 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B
0 D
E Po Values: 1/3 Po"~: 2/3 Po=>~: 1/2 Po=
&.:0 Add Appropriate ~o value to. statio pressure at center oftest Interval TEST NO. ~f'- ~ "2.\\ 1 \\ Sequence No. 1>
Planned Center Pressure: *_4,_C?""----
Tran!lducer Readfngs Before Packers l,nflated: Top I (o
8 ~. : Middle
\\ '9; \\ '5* : Bottom:
~
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\\ '"=l, \\ 2 : Mldclle
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Z Z,4 ~
MP-A21 Z\\
Ser<nur:::J..JCIE. \\.)
' FLOW METER READING, Gallons Middle
.Time, PLOW, gprn
.TransduCer Surface Gage
.REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference*
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From Preliminary Boring Layout Survey Fonn Approved for'use.on Clinch River SMR Project-J. A. Tlce, Technlr.al Lead Form Rev 0 - Reviewed by q(L I "1.1{1 ~ /11 Clincti River Data Report Rev. 4 CRP-.1112.16 Page E.3-416 of 515
OOUBL6 PACKER BOREHOLE PERMEABILI"rt' TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Pa~e 1*of2 PROJECT NAME: Clinch RlvecSMB Proi§ct JOB _NO. 6468-13-1072 DATE:~~ <4* l~
8¢'3,(...
I,
Boring No MP* 42.l Borehole Dlarnet<Jr, ln.:* '0,8 Total Boring Depth, Ft. 'a ia-\\
Gnd Elev, Ft: ~
)? ~,
. Casing.Height above ground,, Ft:.Q.d8 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8c.f:>Ar,~8"' Datum *
"(-
Z4; l J TESTID:I--W-AZ\\
.~ \\ Testlength:
1*,'5 TestSec!looDepth(fromDatum): From o7'>48 To C:.4,5J8 (A) Depth to l,tVater Tabfe From Datum, Ft: 41,~
(B) Surface Gage Height Above Datum, Ft.~
-~----(C)-'Distance Water TaOJeToCimterOfTest: Interval F{. I '3,4'3 TestWaterTem.p: tJR,.~r:'
B~roP,ressu
. re,!sf:./4, 2.,7) 1tJe1..1... tt..lli\\rli'n. ~~""~"'
G::.'3 r-*
U"1.#"C.).
Depth to Center of Test Interval From Datum, Ft:
G,. 1. 2 3,:..,.
Statio water pressure at center"'* {C.62.4/144) + Baro =
Z)P-----,-~-
MAXIMUM TES.T PRESSURE, Po"' ([A+8*1] + c*0.57) [Po" s*.tl J 'fest Pressufe saquence ~ 113 Po, 2/3 Po, Po, 1/2 Po, Po Sequene<'l ID:
A B
C D
E
. Po Values: 1/3 Po"~ 2/3 Po=~; 1/2 Po=:
'Qc:::>
Add Appropriate P9 Value to static pressure at center oftest fnterval TEST NO. \\.A.P*h,"2.17;'\\ Sequence No.
D Planned Center Pressure:
4 9 Transducer Readings Before Pa,ckers l.nflated: Top I Cc
8 ~ ; Middle I '? * \\ '5 : Bottom:
Transducer Readings AfterPackers Inflated: Top
\\ "':\\ 1 \\ "Z-
Middle I *~
Z "'3 Bottom:
M?~ A21
~l Se:GJUGNC.E. b
( c.<i.,... *~ }I>
FLOW METER READING, Gallons Middle
Time, FLOW, gpm
.Transducer Surfae<'l Gage
.REMARKS Minutes Reading, psi Pressure, psi Initial Final Differente
~ s* 4St:.<Jl z.:.
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l~t;L.L tJ.o,ren. tt£MP G:. '3 F.* Lf';/4'C:). (13) Surface Gage Height Above Datum, Ft. ~.GoGo Depth to Center of Test Interval From Datum, Ft:
~ t. 2 3 ~ '1'

---*-.. --cc}DistanceWarefTa!51e to Centerorresfinterval Ft. ~ Static water pres.sure ~~center =.{C*62.4/144)*+ Baro = Z 9 MAXIMUM TEST PRESSURE, Po::: ([A+B*1] -r C*0.57) [Po= ~J Teat Pressur~ sequence;= 113 Po, 213 Po, Po, 1/2 P~, Po Sequence ID: A B C D E Po Values: 1/3 Po = ~; 2/3 Po=~;. 1/2 Pci= ?i~ Add.Appropriate Po value to static pressure at center oftast Interval TEST NO.IJJl. ~'2;\\'~ \\ Sequence No. c

Planned Center Pressure:

":{. e,

Tran$ducer Readings Before P~ckers l.nflated: Top I (u' 8 Sl, ; Middle I ':'> * \\53 : Bottom:

Transducer Readings After Packers Inflated: Top

I ":/, 1* '2.. ; Middle I t;) 1'2. >

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Tlme, FLOW,gpm

.Transducer

Surface* Gage Minutes Reading, psi Pressure, pel Initial Final Difference

.REMARKS 1'51 "5(/J\\ '"31,/; ~~ "3ZZ 5¢,'34 JL.

'l.if(/~1/W ( /N,Git!IP'o.Ui:f: )

ll=' IS~ '51 'i {p() ?.,~ *322 2~ "3'2..4\\

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From Preliminary Boring Layout Survey 4

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EQUIPivrENT USED Transduce1*s: Mini Trol Serial Numbers: I A 2, 14-C, ( to.~ a¢"' \\~)
~ \\ l:f> 1> S \\. u... ~ "e. (/J - 1 '1*)
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.;> ll' Surface :Pressure Gage: M V.l* 4 i N-.W" C::. (. loo* \\ \\~ \\"\\)
/..HE'R.M OME IE A:........;;t..;;...'T;...'G;;:;.;:;S:...-.. ___ ~-
Ntrr.zoc..,*r;;N G.o.(1c~.s:: t-A.v..l* \\ \\
~w~7.. (t.**\\'\\)
Barometric Probe: I'Z \\ ~\\~ * ~t...- \\ 1.* \\*)
Flow Meter: <a'& Z. ~~.B 5
Calibration due: _____
~1\\ p" 42..\\
z. I*
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J, A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-419 of 515
\\ '-\\ (/JIJ. I (/J "S WSL l l,. * (,b 4 I i>S t.x.c.e:L.
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Form Rev 0 *Reviewed by <;(J1. (,_,[ {ft /{ j
Packer Test Worksheet 56.97 39
!Max I est Pressure (Po) (ps1).
81 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi)
Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 l~equence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly
Average Length of Pipe Section Length of pipe to TOC I Number of Pipe Sections 11engtn ot sticKup above 1 UG (lt) 27 54 41 Center 1 est Pressures (psi) 66 93 120 80 120 13.29 21.12 93.69 4.44 11.91 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-420 of 515 Test Date IJI)r Prepared By
~ ~;).tl *14-Checked By 1nnat1on Pressure (psi) 116 143 170 130 170
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468-13-1072 Boring: MP-421 Zone: 2 99.0 ieet to 106.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po)
Sequence B (2/3 Po)
Elapsed Time Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 13:02:00 0.0 47.65 13:10:30 0.0 13:02:30 0.5 53.33 2
13:11:00 0.5 13:03:00 1.0 66.54 0
13:11:30 1.0 13:03:30 1.5 67.03 0
13:12:00 1.5 13:04:00 2.0 66.88 0
13:12:30 2.0 13:04:30 2.5 67.02 0
13:13:00 2.5 13:05:00 3.0 67.16 0
13:13:30 3.0 13:05:30 3.5 67.00 0
13:14:00 3.5 13:06:00 4.0 67.00 0
13:14:30 4.0 13:06:30 4.5 67.41 0
13:15:00 4.5 13:07:00 5.0 67.38 0
13:15:30 5.0 13:07:30 5.5 67.49 0
13:16:00 5.5 13:16:30 6~ 0 13:17:00 6.5 Flow Rate Pressure (psi) (gpm) 67.38 76.34 2
85.62 0
85.56 0
91.09 0
91.26 0
92.85 0
93.28 0
93.53 0
93.39 0
93.42 0
93.53 0
"93:29
-o 93.75 0
Se_ql.Je.n<;e.D-(,1/2 Ro )------c--. - -.-. --,--.--- Sequence£ (Ro)----*---- ---*--
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 13:29:00 0.0 122.11 13:38:00 13:29:30 0.5 84.63 0
13:38:30 13:30:00 1.0 83.62 0
13:39:00 13:30:30 1.5 83.64 0
13:39:30 13:31:00 2.0 80.11 0
13:40;00 13:31:30 2.5 80.09 0
13:40:30 13:32:00 3.0 80.04 0
13:41:00 13:32:30 3.5 80.09 0
13:41:30 13:33*:00 4.0 80.16 0
13:42:00 13:33:30 4.5 80.07 0
13:42:30 13:34:00 5.0 80.03 0
13:43:00 13:43:30 13:44:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-421 of 515 Elapsed Time Flow Rate (minutes)
Pressure (psi) (gpm) 0.0 79.89 0.5 98.23 0
1.0 116.26 0
1.5 117.38 0
2.0 121.82 0
2.5 122.40 0
3.0 121.35 0
3.5 122.07 0
4.0 122.84 0
4.5 122.21 0
5.0 121.48 0
5.5 121.70 0
6.0 122.03 0
Prepared by: tr::rr-Checked by: ~J Sequence C (Po)
Elapsed Time Time (minutes) 13:20:30 0.0 13:21:00 0.5 13:21 :30 1.0 13:22:00 1.5 13:22:30 2.0 13:23:00 2.5 13:23:30 3.0 13:24:00 3.5 13:24:30 4.0 13:25:00 4.5 13:25:30 5.0 13:26:00 5.5 Date: 4--iJ;w* I Cj--
Date: 4--"l;-'(J....-
Flow Rate Pressure (psi) (gpm) 93.51 104.26 0
105.66 0
117.21 0
121.18 0
121.68 0
121.25 0
121.52 0
121.19 0
120.86 0
121.67 0
121.15 0
MP~421 Zone 2 2 :----j""---------------------------------------
0.5.
0 -r----------+----~~--,_----~-----~----~~----f------------4-----**--~
o;o l..O 2.0
---1/3 Po 3.0
. 4.0.
s.o*
6.0 Blapsed Time (minutes)
Notes: Test pressure measured at 1/s* of the maximum test pressure (Pd). Plow rate typically measured over a 30 second Interval.
----------------~
MP~421 Zone 2 2.5................................................................................................................. :.........................................................................................................................................,...........................................................................................................................................................................
0.0 1.0 2.0 3.0 4.0 5.0 6.0
'1.0 Elapsed Time (minutes)
-<>--2/3 Po Notes: Test pressure measured at 2/8 of the maximum test pressure (Po), Flow
.. **-*---.....................!.~!!:Y~~'L'!~~!!:.d OV;!!!_30 se:_?_f1_~J~~~*-----*-*--*---.. --
Prepared by/Date: t! L t~ttfr Checked by/Date:
.1£1~;2
Vt(tL Clinch River Data Report Rev. ~RP-1112.16 Page E.3422 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE; INC.
. Page 1 of2 PROJECT NAME: Clinch RlverSMR Project JOB,NO. 6428-13-1072 DATE: !f ~ <4* l' 6¢"3.~
Boring No MP~ ~2.\\
Borehole Dtameter, ln.:* '0,8 Total Sorlng Depth, Ft. ?. ~ \\.
Gnd Elev, Ft: ~
2 ~,
Casing Height above gtound, Ft:M8 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8<klt,(lg, Datum *
~- Z4 *I J TEST ID: t-1\\.?*A. 2. \\
~ ~ Testlength:
?t; S TesHlectJon Depth (from Datum): From ~ ';>, A% To \\.lb /..Q, ':1 ~
(A} D.epth to WaterTable From Datum, Ft: 4G:t, 2£..
Test Water Temp: 8 I "p Baro Pressure,ysl: 14 '~(A Weu. tUA,Te;fl. Te-.., f'
(., 2 o. F *
{~4,ti1-0 C0),
(B) Surface Gage Height Above Datum, Ft. a.G.G, Dqpth to Center ofT est tntf)rval From Datum, Ft:
+ I 0 ~, ~
~
~ q-z~-\\~.
MAXIMUM TEST PRESSURE, Po= ([A+El*1] :1' C*0.57) [Po= 8 \\. ) Test Pressure sequence ;:t 1/3'Po, 213 Po, Po, 1/2 Po, Po Sequence 10:
A B
.c D
E
Po Values: 1/3 Po~ ~
~ ; 2/3 Po"'...,a: 1/2 Po= 4 \\
Add Appropriate Po value ta.statlcpressure at center oftestlnterval TEST NO. M.P-11.111 ~equence No.
A Planned Center Pressure:
CD Ce>
Transducer Readings Before P1l:ckers Inflated: Top
Z, (,?>, 21_; Middle * ~ 8., 2.1 :' Bottom:
4 Z., (,6]_.
Transducer Re(!dlngs After Packers Inflated: Top
2. tA ¢G:. ; Middle 4 (/J, &. 4.. Bottom:
4 l ~ I B' M?- AZI 6:. '2J SetQlJENCE:
A FLOW METER READING, Gallons
Time, FLOW,gpm Minutes Initial Final Difference 1 ~
~ ¢2 ~ <tlttl Z,~'3 S
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From Preliminary Boring Layout Survey F'orm Appt*oved far'use.on Clinch.River SMR Project* J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3423 of 515 Middle T~ansducer Surface Gage.
REMARKS Reading, psi Pressure, psi 41.~C5
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I.
I DOOBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE; INC.
Page 1 of2 PROJECT NAME:.Q!Inch River SMR ProJect JOB.NO. §468-13-1(:172 DATE: ~ M 2.4-I' 8¢ '3. (.,.
Soling No MP~ 4.2.\\
Borehole Diameter, ln.:* '3,8 Total Borlng Depth, Ft. 3 ~ \\.
Gnd Elev, Ft ~
2~,
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~
Z4
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~ Z Test length: -.-::hcs __ Test Beollon Depth (from Datum): From ':>~\\A 'B. To * \\.1./J ltJ, '::> tJ (A) Depth to Vl/ater Table From Datum, Ft 4-lo, '2£...
Test Water Tem'p: 8 l *,.::
Sara fres~ure,ys!:. /4,)?JtJ v.Jc;I..L \\JI.:t,r.;;fl. fi:i'MP G.? F '
(!4o4j"'C._,
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5 (o, 9 i DEtPth to Center ofT est Interval From Datum, Ft:
....,_ I <t>~, ~ 1.
0~ =l ~ t!~* \\~.

cC)-ot!:!tanooWaterTatileroCenfefOfTeStlntervarFr.-:::f'tCil:if

~!aile water pressure at center= (C.62.4/144) + Baro =. 39 MAXIMUM TEST PRESSURE, Po= ([A+B*1J :r C*0.57) [Po "' 8 \\
1 Test Pressure eequimca :' 113 Po, 2/3 Po, Po, 112 Po, Po Sequenc~ ID; A
B C
D E
Po Values: 1/3 Po"' _g...3.._; 2/3 Po::::~: 1/2 Po= 4 \\
Add Appropriate ~o value to.* statio pressure at centeroftestlnterval TEST NO. ~f'
4.'2,\\ 1. ~equence No.
B Planned Genter Pressure:
'::) ~
Transducer Readings Before P~ckers Inflated: Top
f;.!p, 2J.: Middle
~ 8., 2. I :. Bottom:
4 le., (,6"3.
lransducar Readings After Packers Inflated: Top
:.a~. (/J~ ; Middle 4 t/J; C... 4 Bottom:
4 I, I 8 M?~. Azl Z_~
Ss:r.:::tUEN CIS.
B FLOW METER READING, Gallons Middle
Time, F'l..OW,gpm
Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final O(fference
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~*From Preliminary Boring Layout Survey Fonn Approved for'use.on Clinch River SMR Project-J, A. Tlca, Technical Lead
Clinch River Data Report Rev. 4 CR~-1112.16 Page E.3424 of 515
':ll.., "34 "541 8 s. (.,Z..
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/9.84' Fo'rm Rev 0- Reviewed by
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE; INC.
Page 1 of2 PROJECT NAME': Clinch Rlver*&MR Prol~ct.
JOB.NO, 6468-13-f072 DATE:=!~ ~4* l' eftl-s.<...
. Boring NoMP** ~2.\\
Borehole Diameter, ln.:* 'Q,8 ~otai* Bortng Depth, Ft. a a,\\
Gnd Elev, Ft:~
2~;
. Caelng Height above groun~, Ft:~8 Elev, Top of casing, Ft. (Gnd Elev +Casing Height):. 8(/>~.418 =Datum *
=t ~ Z4
I J TEST ID: M.£*fi.Z \\
'3.. ~ Test length ~
'1}5 Test SecUon Depth (from Datum): From ~~.:A '6 To \\.~ lt., :> ~
(A/
Pepth to Water Table From Datum, Ft: 4G:., '2G.
(B) Surface Gage Height Above Datum, Ft. ~.G>(,.
MAXIMUM TEST PRESSURE, Po= ({A+B*1J :1' C*0;57) {Po = e \\ 1 Test Pressure seqlienca ':' 1/3 Po, 2~3 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E Po Values: 1/3 Po "' ~
'=t
2/3 PO'"~; 1/2 Po=.4 \\
Add Approprlate Po value to-static pressure at center of test Interval TEST NO. 1-A.P*A'll"i;'(t,sequence No.
C.
Planned Center Pressure:
I g_. ¢ Transducer Readings Before P~ckers Inflated: Top 'ece. ZJ.: Middle
?>e.. 2.1 : Botlom:
4 z.. {,65 '
Transducer Readings After Packers Inflated: Top *
2@ t/J(.p ; Middle 4 ti(,.4 Bottom:
4 I, 18 M?-.Azt
£0 SsaUI=NC'/E.
c.
FLOWMETER READING, Gallons
Time, FLOW, gpm Minutes Initial Final Difference 111 2(J) 31,1l 2'":3"3(t)f,
.. ~--
n: 'Z. I I ¢c.l Z"!> 3 ~ g Z. ~ * -:(, cPB
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'A'From Preliminary Boring Layout Survey Fom1 Approved for'use.on Cllnch.River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP~1112.16 Page E.3425 of 515 Middle
T\\ansducer surface Gage REMARKS Reading, psi Pressure, psi
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/9, '.:l-9 Form Rev 0- Reviewed by I
I I
I
DOUBLE PACKER BOREHOL.E PERMEABILITY TEST DATA SHEET
.,AMEC ENVIRONMENTAL &INFRASTRUCTURE*, INC.
Page 1 of2 PROJECT NAME:.911ncb River SMR PtQje:ct JOB !'JO *.fi468-13-1.072 DATE: !'f * <4* I~
8¢"3.(.
Boring NoM~* 6.2.\\
Borehole Diameter, ln.:* '0,8 Total Borlng Depth, Ft.
'a~\\
Gnd Elev, Ft: ~
'J ~,
Casing Haight above ground,. Ft:..@d8 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8 r/JA:.~l$ =Datum *
':'[.
24" I J TEST !D: M.'?*A; 2 \\
"l. '2.. Test length;
?f; '5 Test Section Depth (from Datum): From ':> ~' AS To \\ \\b lc., <:> ~
(A) Depth to \\fYater Table From Datum, Ft: 4 G:., '2 (..
(B) Surface Gage HalghtAbove Datum, Ft. 2.C.O(.
Test Water Terrlp: 8 ( "",:=
Baro Pres~ure,psi:. 14 * ~~
'vJeL'- 0/.l;+'da. r~"'l"' C..? 6 F
U4tf.o?C).
OElJllh to Center of Test Interval From Datum, Ft:
..c.- 1 C/> ~, :C.1.
~ :q. 'Z.'\\* \\~.
--.-.*---cC)-*tits!ance waterta!51eta'Center of'T9sflnferva tat c ?~ater preasure at center= (0~62.4/144) + Baro = --'~-
MAXIMUM TEST PRESSURE, Po "' (!A+B*1J ~* 0*0.57),[Po "'-~ Test Pressur~ 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.-':\\ ; 2/3 Po=~; 1/2 Po= A \\
Add Appropriate ~9 value to* static pressure a~ center of test. interval TEST NO. !J...P* A'2J'k ~eqUel}ce No. D Planned Center Pressure:
8¢1' Transducer Readings Before P~okers Inflated: Top.. e (,0 I ZJ ; Middle Transducer Readings After Packers Inflated: Top ~
t;, (/) ~ ; Middle
'D 8.. 2. l :. Bottom:
4 (/), 6,. 4 Bottom:
4&.(/?'3.
41.18 M.?~.Azt A.(.;
St=:Ql!ENC.I! p FLOW METER READING, Gallons
Time, FLOW,gpm Minutes Initial Flnar Difference I~', Z ~ : tAcfi z::s '3¢a f~'. Z.":;>~ '?.al'
'Z.~"?:>¢ B 23 '8<<>S cp
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~*From Preliminary Boring Layout Survey Form Approved far'use.on Clinch.River 8MR Project-J. A. Tlce, Technloal Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3426 of 515 Middle
Transducer surface Gage REMARKS Reading, psi Pressure, pal IZ Z, II G.$
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19 ;:rs Form Rev 0- Reviewed by
DOUI:'3LE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AM~C ENVIRONMENTAL & INFRASTRUCTURE; INC..
Page 1 of 2 PROJECT NAME: Clinch Rlyer SMR ProJect
JOB !'JO. §468-13-1072 DATE: !t ~ <.4* I~.
8¢"3,(,.
Boring No h:}P* 4.2.l Borehole Diameter, ln.:.:.].S Total Boring Depth, Ft._~~\\.
Gnd Elev, Ft: ~
t 2 ~,
. Caslng Height above ground, Ft: ¢*4S
Elev, Top of Casing, Ft. (Gnd Elev +Casing Height): 8 Ckl.r:,~8" Datum *
':f.* 24
I J TEST ID: t-.\\?*4 2 \\
-g_ 'G lest length:
'3; S Test Section Depth (froh, Datum): From ':> ~' t.\\ '8 To l.tb lo, ~ ~
(Ai Depth to Water 'table From Datum, Ft: 4G:., ~(.,.
Test Water Temp: 81..,.;:
Baro j'res~ure,yel:. /4 * 'jd I,..IGJI.j.. \\:JJJ,rea. 'TorJ.oo.P Go?
F *
(.!4o<o~"C.),.
(13) Surface Gage Height Above Datum, Ft. ~,Co(.
D~th to Center oFTaet lntervar From Datum, Ft:
..,._ ll.t> ~ * ~
~
~ =?* 'ZA.* 1~.
tate water pressure at center= (0"62.4/144) + Baro"'
39.
MAXIMUM TEST PRESSURE, Po "' ((A+EI*1J :!" c*0.57) (Po = 8l 1 Test Pressure sequence 7< 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E Po V~Jue~: 1/3 Po " Z. ":l ; 2/3 Po"'~; 112 Po"' 4 \\
Add Appropriate Po value to' static pressure at center of test.interv.al TEST NO. t.\\f*!\\,1\\ltsequence*No.
Ei' Planned Center Pressure:
I Z(/1 Transducer Readings Before Pa.ckers Inflated: Tap
e.c;e, 21; Middle
~ 8,, 2. I :. 13otlom:
Transducer Readings After. Packers Inflated:. Top 2 ¢, (/)(.; : Middle 4 46, £P 4 Bottom:
M?-.Azl
'3.0 Ss-©llb'NCE
. IE FLOW METER READING, Gallons Middle
Tlme, FLOW,gpm
T~ansducer Surface Gage REMARKS Minutes Reading, psi Pressure, pal Initial Final
Difference
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Fonn Approved for'Use.on Clinch.River SMR Project" J. A. Tlce, Technical Lead Form Rev 0- Reviewed by --'7-"-~---
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3427 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORING: M? ~ 4Z.l DATE:. 1~*~4~ \\l
-s.t::!.~RESSURE:
IJ lk I
rt
Psi
'l'TM~
S:tllUtACKGAGE "CEN~SDUCER.-..-..--
lllinute
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PRESSURE, psi PRESSURE, psi
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EQUIPMENT USED Transducers:MiniT:roiSorialNumbers: 142.14& (~-~¢.:.\\~)
~\\~7:1Sl l(..,.. ~¢-l"'!!)
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1, "\\ ~ C. ';)t,.. (_ t... ~ \\ 'l., * \\ "\\ )
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SurfacePressureGage: M\\i../*4 ~ N..\\1..1:*":,:( t.*\\\\*\\"t;.)
THERMOMGTE.*A.~~--=L..:....:"r:.....:~:..'B.:::. ___
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Barometric Probe: 1'2\\ ~\\~ lt...-\\'l.*\\'"':>)
Flow 1VIeter: '81& 'Z. 4t3 8 e I
)
StopWatch:
L 2~£.
l~ ~li/J* \\'
Date o~ Calibration: "P !ri-(!.G ~-:. ~~,.~..G s \\ 1..
-Calibration clue: ---,-~----
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 ml'-'42-1 IMax i est Pressure (Po) {ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psil Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1 /2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections erigth of stickup above TOL; (ft) 72.39 46 97 32 65 49 c;enter 1 est Pressures (psi) 78 111 143 95 143 13.29 21.12 115.69 5.48 11.03 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-429 of 515 Test Date epl Prepared By Jr~J.tt-1<1 Checked By 1nt1at1on Pressure (psi) 128 161 193 145 193
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468-13-1072 Boring: MP-421 Zone: Z3 121.0 feet to 128.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po)
Sequence B (2/3 Po)
Elapsed Time Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 10:56:00 0.0 46.27 11:06:00 0.0 10:56:30 0.5 49.99 4
11:06:30 0.5 10:57:00 1.0 79.10 0
11:07:00 1.0 10:57:30 1.5 77.70 0
11:07:30 1.5 10:58:00 2.0 76.16 0
11 :08:00 2.0 10:58:30 2.5 75.82 0
11:08:30 2.5 10:59:00 3.0 77.32 2
11:09:00 3.0 10:59:30 3.5 77.22 0
11:09:30 3.5 11:00:00 4.0 77.45 0
11:10:00 4.0 11 :00:30 4.5 78.27 0
11:10:30 4.5 11:01:00 5.0 78.24 0
11:11:00 5.0 11:01 :30 5.5 78.16 0
11:11:30 5.5 11:02:00 6:0 -
78.740 0
11:12:00 6.0 11:02:30 6.5 78.28 0
11:12:30 6.5 1t0.3.:.0_Q Z;_D 78;33 Q
11:03:30 7.5 78.26 2
SequenceD (1/2Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 11:25:00 0.0 145.98 11:40:30 11:25:30 0.5 123.16 0
11:41:00 11:26:00 1.0 124.63 0
11:41:30 11:26:30 1.5 121.28 0
11:42:00 11:27:00 2.0 108.63 0
11:42:30 11:27:30 2.5 108.58 0
11:43:00 11:28:00 3.0 108.36 0
11:43:30 11:28:30 3.5 95.38 0
11:44:00 11:29:00 4.0 97.66 0
11:44:30 11:29:30 4.5 99.39 2
11:45:00 11:30:00 5.0 99.07 0
11:45:30 11:30:30 5.5 99.32 0
11:46:00 11:31:00 6.0 99.53 0
11:46:30 11:31:30 6.5 94.65 0
11:47:00 11:32:00 7.0 93.59 2
11:47:30 11:32:30 7.5 94.02 0
11:33:00 8.0 95.08 0
11 :33:30 8.5 95.22 0
11:34:00 9.0 95.32 2
11:34:30 9.5 95.08 0
11:35:00 10.0 94.97 0
11:35:30 10.5 95.62 0
11:36:00 11.0 94.93 0
11:36:30 11.5 95.01 2
11:37:00 12.0 94.91 0
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-430 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 Flow Rate Pressure (psi) (gpm) 78.79 78.51 2
103.36 0
101.41 0
101.20 0
111.60 0
111.45 2
111.56 0
111.59 0
111.52
2.
111.81 0
111.75 0
111.73 0
111.60 2
Flow Rate Pressure (psi) (gpm) 95.19 106.79 0
113.89 2
120.30 0
130.16 0
129.84 2
147.63 0
142.86 2
142.80 0
143.18 0
142.85 2
143.17 0
144.47 2
142.69 0
143.97 0
Prepared by:
Checked by:
Sequence C (Po)
Elapsed Time Time (minutes) 11:15:30 0.0 11:16:00 0.5 11:16:30 1.0 11 :17:00 1.5 11 :17:30 2.0 11:18:00 2.5 11:18:30 3.0 11:19:00 3.5 11:19:30 4.0 11:20:00 4.5 11:20:30 5.0 11:21:00 5.5 11:21:30 6:0 11:22:00 6.5 Date:. q...-@... /</-
Date: 4-.... g *"'14-Flow Rate Pressure (psi) (gpm) 111..96 137,84 2
139.37 2
139.23 0
162.68 2
144.98 0
145.54 0
145.15 2
145.5.7 0
145.69 2
145.44 0
145.58 2
145:40
- 0 146.01 0
MP~421 Zone 3 4~\\--------------------~----
3.:..................... \\\\**"*""""""'""'""""""""""""'""'""'"""""'""'""'""""""""'-'"'""""""""""""""""""'"""""""""'"'""""""'"""'"""'"'"*""""'"'""'""""""'""""'""""""""""'""'""'"""""'""'"""""""""'"""""""""'"'"'"'"""""'-'"""""'"'
s
. \\
~2.5 -r-* ----*-;*-------*
.. *-***--*---*-.. -----*--------.......................... _, ____, ____,_,.............. _..,,-............... -... --------~--------------.. ------
~ 2 - -- -~*-+\\ _____,_..:..,_ ________ *-"*1;"*""-----*............. _. __________,,_. _______________. _____,,t __
\\
1.5
\\
/\\
/
I \\
I
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0.: +-l----_-_-_-_-_-_-_-_,\\\\-.l-----~_-:_-_~-----~r~:_-_-_~~1-*-----:~
.. -----~~-~--~-----:....,-_-_-_-_-.... -_-_-_-_-:_*-_-_-_-_-_-_-_~_--r-~---_-_-_-:_-:_-+-~;-----.--.. ~-------......,
I \\
I I
\\
I o.o 1.0 2.0 3.0
-1/3Po 4.0 s.o 6.0 7.0 61apsed Time (minutes)
Notes: Test pressure approximately 1/3 of the maximum test pressure
~low rate typically measured over a 30 second Interval.
MP~421 Zone 3 s 1.5................................... :****-.......................................................................................
~*
2!
~
~
0,5 0.
o.o
-.. -2/3 Po 1.0 2.0 Prepared by/Date: __
f(_,. 11.. L __
,:...,/',.....1"-/ !J-,1,.___
Checked by /Date: _
____,;,p.-?~"".""'::1;c_-,,_Y.a..::tz..."'-~7/4--<4-=-
clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-431 of 515 3,0 4.0 Elapsed Time (minutes) 5.0 6;0 Notes: Test p:*essu:*e approxlmat~IY Z/3 of the maximum test pressure (Po),.
Plow rate typically measured over a 30 second Interval.
7.0
OMooO-no OnoM OoOO no_ M_, __ __,..;,,_,.., __,,, ___
, ___, ___,,,,_, __,,_, _, __, __, ___ _,_,ri"O.............. ~ --.-*
.. **~*-*~*-..,.... -
" ""'" '...... 'M __,, __,,_...._._,,..._,.,,_,,.. _,,..,...,,;.,..,,....,,................ ~.. ~...,_,.,_,_,,.,....,.................................. __
MP~421 Zone 3 2.5 ~--~----------------------~-----------------------------------------------------
---Po Elapsed lime (minutes)
Notes: Test pressure* approximately at the maximum test pressure (Po), Flow rate typically measured ov.er a SO second lntorva[;
MP~421 Zone 3 2.5 ~------------------------~---------------------------------------------------
2 *1-----~~-
E' 1.5............... - -
.Fa
/!! ;:
0
u::
j,.. --*----*----*----- --------- ~-*... _
0.5
0.
0.0 2,0 4.0 6.0
-*--~--~~---!~*~~-------~-----------~
8.0 10.0 12.0
!4.0 El~psed Time (minutes)
-...-- 112 Po Prepared by /Date : __
~-.:,\\J\\..-L_l_,_/,......
1
1...:..../,_
1 tl ___
Checked by/Date: --P#
.. =t3.'6';1"'---'-
1
~-'-I-"L/._,11"'-1 __
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-432 of 515 Notes: Test pressure approximately 1/ 7. of the maximum test pressure (Po), Flow rate typically maasurod* over a SO second Interval.
MP~421 Zone 3 2.5 """"'"'"""""""'"""'"""""'"'"'"""'"'*-****"'""""""""'"""""'"""'"'""---*-"'"'"""'""'"""-"""""""""""""'"""'"'-""'"'"'"""""'"""-""""'""'""'"""'""""'-""'""""""'""'""'"'"'"""'""'"*-*-""'"""'"'""'"'""'""
1.0 2.0 3.0 4.0 5.0 6.0 7.0 il.O Elapsed Time (minutes)
-**-- Po Notes: Test pressure approximately at the maximum test p1'essura (Po). Flow rate typically measured over a 30 second Interval.
Prepared by/Date:
~hL- '/4. (I(/
Checked by/Date:
!Jllj '/;1../fltt Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-433 of 515
DOUBLE! PACKER BOREHOLE PERMEABILITY TE.ST DATA SHEET
'AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clinch RlverSMR Protect JOB NO. 6468*13-1072, DATE: -1 ~ <4* ~~
8¢'3,(..
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~ ~\\
Gnd Elev, Ft: e'9
):?~,
, Casing Haight above ground, Ft:MS Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): B(/>4;,tfl$"' Datum *
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I :J T.ESTID:t-1\\'\\:l*AZ\\
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. TestSectlonDepth(fromDatum): From 12.1,48 To /(38,98 (A) Depth to IJ\\/ater T01ble From Datum, Ft: 52, 8 4-(El) Surface Gage Height Above t:?atum, Pt.~
-*-'-*-.. -**--'(o}~*orn-tarrceWatefTaf51ef?DEifirerofTesf n erva *,
Static water pressure at center= (0*62.4/144) + Baro = B *f MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + C~0.57) [Po"' 'S>"q.. J niat Pressur~ sequence ;o 113 Po, 213 Po, Po, 1/2 Po, Po Sequence !D:
A B
C 0
E
Po Values: 1/3 Po.. ~;
2/3 Po::o CbS ; 1/2 Po=
4 '::)
Add Appropriate ~o value to statlc pressure at canter of test Interval TEST NO. !J.?*A,'2.1F. ')_,Sequence No.
A Planned Center Pressure:
~*8 Transducer Readhigs Before Packers Inflated: Top 2-4
eA : Middle 4 5, I~ :. Bottom:.~
(/)(/).
TransducerRead!ngsAfterPackerslnflated: Top pi$,~~: Middle 4~Ac\\- : Bottom:
4*':];4<...
s S:QUCENCIS..
FLOW METER READING, Gallons Middle
'rime, FLOW, gpm
Transducer Surface Gage
. REMARKS Minutes Reading, psi Pressure, pel
Initial Final Difference
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.rf'L l..,.*l.. (C(' ~.
Form Rev 0
Reviewed by -~"'-r---'..ccv;-_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-434 of 515
OOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET
'AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 O'f 2 PROJECT NAME; C!incb RlvE;:rSMR Project JOB.NO, 6468*13-1072 DATE: !:f ~ <.4~ 1;3 84>~.(.
.Boring No M.P** t\\2.\\
Borehole Diameter, ln.:* '3,8 Total Boring Depth, Ft. a~\\
Gnd EleV, Ft: ~
<2 ~,
. Casing.Height above groun~, Ft:~8 Elev, Top of Casing, Ft. (Gnd Elev +Casing Height): e cf>o\\,/fl8 "'.Datum.
~
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I J TEST ID:.~~*l\\2. \\
~ 1> Test length; j=, '5
rest Section Depth (from Datum): From I Z..l, 4 8 To I? fl. <aS (A} Depth to Water Table From Datum, Ft: 52
8 4 (B) Surface Gage Height Above Datum, Ft. ~. Gt<,..
- *-=--*-
--(c)-D!starieeWatenaola t? Center of Test lnterva'l H. ':f~ * ~~
Static water pressure at center= (C"62.4/144) + Bare ::
By MAXIMUM TEST PRESSURE, Po "' (fA+B*1] + c*0.57) [Po "' 9 "q., ] Test Pressur~ sequence:= 113 Po, 273 Po, Po, ~/2 Po, Po
.il Sequence ID:
A.
B. C D
E
Po Values: 1/3 Po = ~;
2/3 Po=
~CO ;. 1/2 Po=
'"'\\" ~
Add Appropriate P~ value to static pressure at center of testlntelval TEST NO.~?- 4 '2.11 ~ Sequence No.
13 Planned Center Pressure:
I \\ \\
Transducer Readings Before Packers Inflated: Top
z. 4 I eA ;' Middle 4 5' l (.., : Bottom:. 4 <;>. 0<1>
Transducer Readings After Packers Inflated: Top
~~. ~d ; *Middle 4~
M Bottom:
l\\. 7.); 4(.,
.~
M? A21 s ftt<::'lUI:::NCe.
'I FLOW METER READING, Gallons Middle
Time, FLOW,gpm
Transducer Surface Gage
. REMARKS Minutes Reading, psi Pressure, ps!
Initial Final Difference I\\~ IPI.s>'. ({J<P 2~~'=!~
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DOUBLE PACKER BOREHOLE F'ERMEABI!-ITY TEST OATA SHEET
. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2
. PROJECT NAME: Clinch River SMR Prolec1 JOB _NO. 6468-13-1072 DATE: !J N ~4.* I'.
8¢'3.(..
.Boring NoMP~ 6.2.\\
Borehole Diameter, ln.:* '0,8 Total Borlng Depth, Ft. 'a a,\\
Gnd Eiev, Ft: ~
<:t ~,
. Casing Helght above ground, Ft:~8 Elev. Top of Casing, Ft. (Gnd Eiev +Casing Height): 81/>o\\,rll$ =.Datum *
~ w Z4 *.l J TESTID: 1--1\\?*42. I
~ ~ TesUength:
?/.,'5 Test Section Depth (from Datum): From I 2,./, 4 8 To I~ 8,9 8 (A! Depth to yYater Table From Datum, Ff: 52. 8 4 (B) Surface Gage.Height Above Datum, Ft. a, G>G.
- - * ----.-cc)-~tance Water Ta'f5161fC6i'ileFOf1est Interval Ft. ':f (!, ~~
Statio water pressure. at center= (0*62.4/144) + Baro "'
a'f MAXIMUM TEST PRESSURE, l'o "' ([A+8w1] + 0*0.57) [Po =, '5) ""q.. I Test Pressur~ sequence ':' 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E
Po Values: 1/3 Po ::: ~;
2/3 Po=:
~ 15 ; 1/2 Po=
4 ':}
Add Approprls.te Po value to static pressure at center of test Interval TEST NO. M,f>*!'lll ~Sequence No.
C Planned Center Pressure:
/43 Transducer Readings Before f:la,ckers Inflated: Top
~4, eA ; Middle Tran~ducer Readings After Packers inflated: Top. *,2.'5, 8 '?> : Middle l-AP A21 s t::~L!~NCIE: c.
FLOW METER READING, Gallons 4 '5, l t.. :. Botlom:. 4 ~. </;(/)
4~.4L\\
Bottom:
A9..4(.,
Middle
Time, FLOW, gpm
Transducer Sutiace Gage
Pressure, psi Minutes Reading, psi Initial Final Difference
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OOUELE PACKER BOREHOLE PERMEABILITYTESTOATASHEET "AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECTNAME! CllncbRiverSMRProj§.ct JOB,NO. 6468-13-1Q.ll DATE: -1M<4* 1,.
8ftl '3. (...
Boring Naf1pw 4.2.'
Borehole Diameter, ln.:* '0,8 Total Boring Depth, Ft._"&~~
Gnd Elev, Ft: ~
2 ~,
.* Casing Haight above groun~, Ft:Jb.18 Elev. Top of Casing, Ft. {Gnd Elev +Casing Height): 8!1>/t.~$"'. Datum *
=7-w 24
J J tEST ID; 1'1\\?*42 \\
~ ~ Test length:
j.,'5 Test Section Depth (from Datum):.From I Z./,4 8 To le8. 98 (Aj Depth to Water Table From Datum, Ft: 52. 8li-(B) Surface Gage Height Above Datum, Ft. ~.. G.c;.
--'--*---(C)Dista:ncewaterTai'51Eilfcei'iter of 1 est Interval Ft.. ~
Static water pressure at center"' (0*62.4/144) + Baro "'
I?'T l
MAXIMUM TEST PRESSURE, Po= ([A+Eh] + C~0.57) [Po= 9-=t-I Test PressuJe sequence:;: 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B.
C D
E
Po Values: 1/3 Po "~; 2f3 Po=
(o S ; 1/2 Po=
4 ~
Add Appropriate ~o value to statio pressure at center of test Interval TEST NO. IJ..?* ~ '2.1 '%. 'l, Sequence No.
"D Planned Center Pressure:
9 '3 Transducer Readings Before P<~:okers Inflated: Top.
i(!. 4, SA ; Middle
' Transducer Readings After Packers Inflated: Top *
t!S,,8 '

Middle s t:tQI.l!;NCC!.
FLOW METER READING, Gallons 45,\\t..: Bottom:.. 49.¢0 4<.., 4 4 Bottom:
~
~4 (.,.
Middle
Time, FLOW, gpm
Transducer Surface Gage Pressure, psi Mhiutes
Reading, psi Initial Anal Difference
. REMARKS l\\ ~ -a.s \\ ~/J. z. "3 291.
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-?""5 2.'2-3"2-Form Rev 0- Reviewed by
DOUBLE PACKER BOREHOLE PERMEABILITY TESI DATA SHEET
. AMEC ENVIRONMENTAL & INFRASTRUCIURE, INC..
Page 1 of 2 PROJECT NAME: Cf!nch River SMR ProJect JOB _NO. f3498-13-1072
. DATE: :t- <.4* I '3 8¢'3.(,.
.Boring No~
Borehole Diameter, ln.:* '0,8 Total Borlng Depth, Ft. Q ~ \\
Gnd Elev, Ft: ~
)? ~,
. Casing.Height above groun~, Ft:~8 EJev, Tap of Casing, Ft. (Gnd Elev+Caslng Height): 8~-\\.,~~ =:Da)um *
~-Z4
J J TEST ID: 1-1\\fl*AZ. \\ it 1.1 Testlength;
?h '3 Test Section Depth (from Datum): From /2./. 4 8_ To I? 8
S 8 (A)* Depth to VIJa(er Table From Datum, Ft: 52,84 (B)
SurfaCI:l Gage Height Above Datum, Ft. ii1,.G:.<;.
_ _,__*_, __ (cr otsfance water Ta15letfCenf6fQfTesf Interval t==t ~
Static water pressure at center"' (C.62.4/144) +Sara=
B'f
. I MAXIMUM TEST PRESSURE, Po= ([A+B"1] + C:'-0.57). [Po= 9;.. J Te6t Pressufe.sequence;: 113 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E
Po Values: 113 Po=~~ 2/3 Po=
<.o CO ; 1/2 Po==>
4 ~
Add Appropriate ~a value to statio pressure at canter oftest Interval TEST NO. ~f'~ 4\\ '2.11 ~ Sequen~ No. '"t>
Planned Center Pressure:
c:> A;$
Transducer Readings Before F>~ckers Inflated: Top
~4 I e4 ': Middle Transducer Readings After Packers Inflated: Top
2.'5
8:> ; Middle 4 S, l t.. : Bot\\om:. 4 ;,, G!>
FLOW METER READING, Gallons Middle
Time, FLOW,gpm
Transducer Surface Gage M!n.utea Reading, psi Pressure, psi lnltfal Final Difference I\\ V 1>A \\ ttfJ 2'329?
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From Preliminary Boring Layout Survey
. REMARKS E"Nb 4-~.~i*
2.1, '.:)(.,
Form Approved far' Use. on Clinch River SMR Project-J. A. Tlce, Technical Lead Form Rev 0- Reviewed by 5:5l--
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-438 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST OATA SHEET
.
AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME': Clinch River SMR Prglect JOB.NO. 6468~13-1072 DATE: !:f u Z.t\\* I'} 8¢'3.(...
Boring NoMP** 4,2.l Borehole.Diameter, ln.:* o.B Total Boring Depth, Ft. Q ~l
' Gnd Elev, Ft:~ * ):?~I
. Casing Height ~bove ground, Ft:M8 Elev, Top of Casing, Ft. (Gnd El~v +,Casing Height): 8¢1\\,~g =.Datum *
tuZ4
I J TESTID:N\\:?*42\\
it1> restlength:
t.co TestSeotlonDepth(fromPatl.lm)

From 12.1.48. lo /~8.-98
~.
(A) DepthtolijaterTabteFromDatum,f:'t: 5'2.81\\-
TestWaterTemp: i8 P BaroP~ssure,p~i:*~.
ltJ~tr.. \\JA7'et.!. {r:;MP (a<IJ p
~*~~-
(B) Surface Gage Height Above Datum, Ft. Z,Cbc;.
Depth to.Center of Test Interval From Datum, Ft: I Z<s, 'I!::'J
, --*-*---(C)-Dist'W'fC8Water Tal:lleroctmtar ones! Interval Ft. ';;ft. ~'=I Static water pressure at center= (C*62.41144) *t-Baro,.. Eft*
. MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*0.57} [Po"' 9 ~ I Test Presau/e sequence;:: 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E
Pc Values: 1/3 Po "____'Q:&_; 2!3 Po=
~ 5 ; 1/2 Po"'
4 ~
Add Appropriate ~o value to static pressure at center of test Interval TEST NO.IJ.,.?* ~J.I 1 ~ Sequence No.
5 Planned Center Pressure:
14~
Transducer Readings Before Packers Inflated: Top
~ 4' e4. i Middle 4 s I l L. : Boftom:. 4 <;'), (/)(/)
4SL 4l..
Transducer Readings After Packers Inflated: Top
~~, i:\\ "!> ; Middle 4{Q.. 4 4 : Bottom:
~
M? A21 s E:Qll/:::NCE' FLOW METER READING, Gallons Middle
Time, FLOW,gpm
Tram;ctucer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference
. REMARKS J._\\) 4 1/): 1.1/J 2::1> z. ~'
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From Preliminary Boring Layout Su111ey FoJl'l) App1*oved for'Use.on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-439 of 515 I (/)(..,, ';:f,
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DODBLE PACKER BOREHOLE PERMEAB~ITY TEST DATASBE'ET I
BORING: M?~ 41:!.1 DATE: :t ~ -a-..4 ~ \\3 DATA COLLECTED BYi ToM M ~Gu
.. t... /_ Ji /-.."' GonDA *R-o I
-sm.cr~IN TEST PRESSURE:
tJIA- ~
pst
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EQUIPMENT USED Transducers: Mini TrolSeriaiNumbers: 142, 14e 0-+>- ~¢.. \\~)
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'?..l:P t ~- C/)1 - 24 Form Approved for Use on. Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-440 of 515 c?~ ":(- a,A,- \\ '3 1\\.SC....~~
WSL
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E)I.CEL Form Rev 0 ~ Reviewed by 5(Jl.-
I vI (' ' { J
' I
I I
I I
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 131072 18-surtace Gage He1ght (tt)
!Max Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi)
Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections lengm or sticKup aoove 1 uc (ft) 181,21 93 157 52 105 79 Center Test Pressures (psi) 145 198 250 172 250 13.29 21.12 222.69 10.54 9.63 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-441 of 515 lntlat1on Pressure (psi) 195 248 300 222 300 Test Date Prepared By Checked By
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468-13-1072 Boring: MP-421 Zone: Z4 228.0 feet to 235.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po)
Sequence B (2/3 Po)
Elapsed Time Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 8:28:00 0.0 95.30 8:41:30 0.0 8:28:30 0.5 95.30 0
8:42:00 0.5 8:29:00 1.0 99.76 4
8:42:30 1.0 8:29:30 1.5 127.89 0
8:43:00 1.5 8:30:00 2.0 129.66 0
8:43:30 2.0 8:30:30 2.5 133.06 0
8:44:00 2.5 8:31:00 3.0 145.52 0
8:44:30 3.0 8:31:30 3.5 145.66 0
8:45:00 3.5 8:32:00 4.0 145.90 0
8:45:30 4.0 8:32:30 4.5 146.15 0
8:46:00 4.5 8:33:00 5.0 146.57 0
8:46:30 5.0 8:33:30 5.5 146.60 0
8:47:00 5.5 8:34:00 6.0 146.65 0
8:47:30 6.0 8:34:30 6.5 147.02 0
8:48:00 6.5 8o35:00 7;0 144.48 0
8:48:30 7.0 8:35:30 7.5 144.04 0
8:49:00 7.5 8:36:00 8.0 144.13 0
8:49:30 8.0
8:36:3o 8.5 ---
r44.o'l -
0 8:50:00 8.5 8:37:00 9.0 144.25 0
8:50:30 9.0 8:37:30 9.5 144.04 0
8:51:00 9.5 8:38:00 10.0 143.99 0
8:51:30 10.0 8:38:30 10.5 143.88 0
8:52:00 10.5 8:39:00 11.0 143.98 0
8:52:30 11.0 8:53:00 11.5 8:53:30 12.0 8:54:00 12.5 8:54:30 13.0 8:55:00 13.5 8:55:30 1.4.0 8:56:00 14.5 SequenceD (1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 9:12:30 0.0 249.50 9:24:00 9:13:00 0.5 249.03 0
9-:24:30 9:13:30 1.0 189.82 0
9:25:00 9:14:00 1.5 189.29 0
9:25:30 9:14:30 2.0 189.16 0
9:26:00 9:15:00 2.5 186.17 0
9:26:30 9:15:30 3.0 180,63
-2 9:27:00 9:16:00 3.5 180.87 0
9:27:30 9:16:30 4.0 177.01 0
9:28:00 9:17:00 4.5 175.98 0
9:28:30 9:17:30 5.0 175.76 0
9:29:00 9:18:00 5.5 176.06 0
9:29:30 9:18:30 6.0 173.03 0
9:30:00 9:19:00 6.5 173.41
-2 9:30:30 9:19:30 7.0 172.97 0
9:31:00 9:20:00 7.5 172.80 0
9:31:30 9:20:30 8.0 172.64 0
9:32:00 9:21:00 8.5 173.20 0
9:32:30 9:33:00 9:33:30 9:34:00 9:34:30 9:35:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-442 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3,0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Flow Rate Pressure (psi) (gpm) 143.78 162.26 0
164.09 0
164.35 2
175.47 0
175.44 0
183.97 0
187.04 0
192.D7 0
194.78 0
195.09 0
199.65 0
199.11 0
195.01 0
194~45 0
195.56 0
194.99 0
192:50 -
0 199.91 0
197.79 0
197.72 0
197.28 0
197.61 0
197.61
-2 197.01 0
197.66 0
196.87 0
196.90 0
197.07 0
196.84 0
Flow Rate Pressure (psi) (gpm) 172.71 224.84 0
231.21 0
232.16 0
247.67 0
245.49 0
248.59 0
247.00 0
247.81 0
249.79 0
248.70 0
249.02 0
247.61 0
248.33 0
250.72 0
249.15 0
249.59 0
250.51 0
250.04 0
249.89 0
249.65 0
250.33 0
249.86 0
Prepared by: C! z:>/
Checked by:
~CJQ..
Sequence C (Po)
Elapsed Time Time (minutes) 8:59:00 0.0 8:59:30 0.5 9:00:00 1.0 9:00:30 1.5 9:01:00 2.0 9:01:30 2.5 9:02:00 3.0 9:02:30 3.5 9:03:00 4.0 9:03:30 4.5 9:04:00 5.0 9:04:30 5.5 9:05:00 6.0 9:05:30 6.5 9:06:00 7.0 9:06:30 7.5 9:07:00 8.0 9:07:3U 8.5 9:08:00 9.0 9:08:30 9.5 9:09:00 10.0 9:09:30 10.5 Date: Cf-'-~$... Jq..
Date: A.. AI
,..f.
~ru*"~
Flow Rate Pressure (psi) (gpm) 196.55 228.47 0
232.80 0
233.16 0
232.58 0
244.29 0
244.56 0
244.82 0
247.73 0
247.35 0
247.52 0
248.39 0
248.52 0
250.54 0
250.48
()
249.95 0
249.97 0
250.60 0
250.04 0
249.65 0
249.72 0
249.83 0
-*--*--*~-.. ---...;..~--------*---*-*--... ----.,_.,,..,UM-------*--""'--*-*-~---*....... _M_.. __...,,,,,~.--.... -------... ~.. *--~....... ~~**'
MP-421 Zone 4 4.5 4+------r-------------------------------------------------------------------
3.5 +----+*r-------*- -------~-- ---------*--*---------*----------------
3. ~--- 1--*--*-*-------------- *----------*-*--*-----------------
e
..§9 2.5 - ""'""""'-"'"""..................................................................... -............................. -.............................................. _,:***-*-**-*-*****-**-"-"_" _____,..*.**.,.................................................................. -..........*.*.
~
~
" """""'""""'~M o\\Mo.... HO"" "-~"""'""~~ OOO""'""~ " MOOo"<O"""'""_,...,,,MO... O*o-OM-""'"0M0*00M0............................... H0otlo"0"'"'""""""'"""'"'"._'"""'""""""'""'""""'"'""'"""'"'"""'"""""'""'~'"'""""'"~'"""'"'""'""'""'""""'""""'"'""'"'"'"'"""'""'"""'"'"
1.5

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

0.5 +---r---~-----------------~----------------~-----------------------------------
0 -*---~~----~--~----------~--4----------------r~~--~--*~--------------1----------~---~
o.o 2.0 4.0 6.0 8,0 10.0 12.0
---+-1/3 Po Elapsed Time (mlhutes)
Notes: Test pressure approxlmately.l/3 of the maximum test pressure (Po), Flow rate typically measured over a 30 second h1terval.
MP-421 Zone 4 2... _, ___,_ -------.. *------------*-----------*---*----*-------------------*-
1.5 +------~~----------------*---------------------------------------------~----
.. ____,.. _, ________.. ________________________________________.. _____ ~-----
-1 *----------------*--------------
-.ts +------
-2 +-*-------
2.5 * ------r----------*r--------.------.. --,
-r------,----------;
0.0 2.0 4.0 6.0 8.0 10.0 12,0 14.0 16.0
.....,_.2/3 Po Elapsed Time (mlnut~s)
Notes: Test pressure approximately 2/S of the maximum tost prossura (Po),
-*-----.. ------------------------~~:!~..:Yplcally meas~:_~~~~seco11d llltel~~---*-*-----
Prepared by/Date: _
_.L:I(--,~t"L.--=-
1
/'-::-(-7-/ (_1(.:,..( ~
Checked by/Date: ---?lp~*
Sill!:' _'.:_?';:.c;.r.z...!..('...Li:::..d_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-443 of 515
~--------~----
- -~-----~----..,
MP-421 Zone 4 0.9 +-------------------------------~-~---~-----
0.8................................................................................................................ _........................... ---.....................................................................................................................................................................................
0.7 +-----------------------------------------------------------------------------
~ 0.6..... _.,,,..... _............ ________...... -.. --........ -.... -...... ______....... _....... -.................................. _... _._..., _____ ~--.............. _____.... _._,_., __... _.................................... _ _.... _. ___..... ~--
e gg
~ 0.5

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

"' §
0 A..,......................................................................................................................................................

........................................................................................... -........... -...........................,.....................................................................................................................
0.1 *r---------------------~-----------------------------------------
o.o 2.0 4.0 6.0 8,0 J.O.O 12.0 Elapsed. Time (minutes)
--Po Notes: lest pressure approximately at the maximum test pressure (Po). Flow rate typically measured over a 30 secolfd Interval.
_____________ __J MP-421 Zone 4 s *1 -r---------------r----*r---------------------~--r----------------
gg
~
~
u: *1.5 *+--~----~.,---------------\\
2.5 ------*-----,---.. ----------,-*-----
0.0 1.0 2.0 3.0 Prep a red by /Date : __
{.;~1:1.,..L,--..-,! f,....<,.( /7""(L_f.,---
Checked by/Date: ---:j,J'-h""'.J:z._.~-y;-'---( i'/...L.Z_._t..;..4_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-444 of 515 4.0 5.0 6.0 7.0 8.0 9.0 Elapsed Time (minutes)
Notes:* Test pressure approXImately 1/2 of tho maximum test pressure (Po), Flow rate typically meastrred over a 30 second lhterval.
DOUBLE PACKER BOREHOLe PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of 2 PROJECT NAMEI: Clincb Siver SMR ProJect JOB.NO. 64(?8-13*1072 DATE: ~ * ~4-I' 8¢ '31 G.
Boring NoMP~ 4:2.'
Borehole Diameter, ln.:* ?>,8 iota! Boring Depth, Ft.
'a~\\
Gnd Elev, Ft:* &'3
)?~
1
. Castng _Height above groun~, Ft:~8 Elev. Top of Casing, FL (Gnd Elev +Casing Height): 8¢1\\,1/18"' Datum *
~ *Z4 *I J TESTID:W\\.fl*£\\2\\
~4 Testlength:
t~'5 TestSectlonDepth(fromDatum): From&~6~4$ To iC1.oC:S~~e (A)* Depth to Water Table From Datum, Ft: '5l. ¢ 2 (B) Surface Gage Height Above Datum, Ft. ~,CD'-
Test Water Terr1p:~ Baro Pressure'fsi:., 4
2. ~.,
.A v.Jeu. IJJATG'tl. f~MP (p~'"t='
oc.~ I \\lis.
Depth to Center ofT est Interval From Datum, Ft:
...__ II!. ~2.. ~3
---.. *-*---(C)-olstanceWaterTa'l5letOCenfei'OfTest !nterval"f~l~l-sti:itlc water pressure at center"' (C*62.4/144) + r:Jaro =
~~
C(~ ':If~,_4. V\\
I iS":f MAXIMUM TEST PRESSURE, Po= ([A+B*1] + C*0.57) [Po= ?f
] Test Pressure sequence;= 1/3 Po, 213 Po, Po, 112 Po, Po Sequence ID:
A B
C D
E Po Values: 1{3 Po= M.._; 2/3 Po= I ¢5 : 1/2 Po"'
1~
Add Appropriate Po value to statio pressure at center of test Interval TEST NO. IJ..P** !\\ 1.17; 4 Sequence No.
A Planned Center Pressure:
\\A.~
TransducerReadingsBeforePackerslnflated: Top
~~~~ ; Middle
~ \\, \\£,.
. Bottom:
~S.~4 99; 4¢ Transducer Readings After Packers Inflated: Top
~(A) 1 ~I ; Middle
~ 5 * ':;~ : Bottom:
s ~QUEf./C.E.
A FLOW METER READING, Gallons
Time, FLOW, gpm Minutes Initial Final Difference e ~ ~e., ~Pa Z1lo'Z.~L.
s ~ z<g :3c1 z;"Z--.:tc..
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From Preliminary Boring Layout Survey Form Approved for' use. on Clinch River SMR Project** J. A Tlr.e, Technlcal Lead Clinch River Data Report Rev. 4 CR.P-1112.16 Page E.3-445 of 515 Middle Transducer Surface Gage REMARKS Reading, psi Pressure, psi
~s. ~(()
as
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'54 Form Rev 0- Reviewed by s1k {vi(~ It?
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: ClinCh Rbmr SMR Pco!ect JOB !'JO. !24~8-13-1072 DATE: -1 N <!A~ 1'3 e¢"3.c..
Boring No{v\\P** ol.\\2.1.
Borehole Diameter, ln.:* ';),S Total Boring Depth, Fl
':?. ~ \\
Gnd Elev, PI: e-a.*
'? ~,
. 9asing Height above ground, Ft:Ji..48 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 89>1\\,418 =Datum *
~FZ4
I J TEST ID;N\\~*AZ \\
~ 4 Test length:
j,S Test section Depth (from Datum): From~~8,4S *To,C..o~.:2'8 (A) Depth to "Yater Table From Datum, F!: '5 \\, If> 'Z (B) Surface Gage Height Above Datum, F.'t.lu..~
. TestWaterTem'p: __
saroP!J!~sure,Ci:.I 4, ~~ e/ 54 V..I~;L.L \\IJAr6'fl. 'Tt£""'""
~0 f.
8C:]i I"
Depth to Center ofT est Interval From Datum, Ft:
"---" le '?>f.,~ 3
- **--(C)Distance mterTiililelOCEififei"fT~interval Ft. ~*
Static water pressure at center= (C"62.4/144) + Baro a 91 q~ ~-i:o4*\\~
1'5'*
MAXIMUM TEST PRESSURE, Po= ([A+B*i] + C*0,57) (Po., 2f J Test Pressure sequence;= 1/3 Po, 273 Po, Po, 112 Po, Po Sequence lD:
A B
C D
S Po Values: 1/3 Po ".J?.L; 2/3 Po= I ¢5 ; 1/2 Po=
lc;,
Add Appropriate Po value to static pressure at center of test Interval TEST NO, tA.f'*!\\'2.11~Sequence No.
A.
Planned Center Pressure: 14 '5 Transducer Readings Before Packers Inflated: Top
~.1:5 * '?4 ; Middle
':;) ~, \\C. : Bottom:
Transducer Readings After Packers Inflated: Top
2l.P i :0\\ ; Mlddl~
'2>'5, ~ '2...
Bottorh:
M.?- J.z 1 6: 4 Se©UIENC.E A
( CoM -rD).
FLOW MET[:;R READING, Gallons.
Middle
Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial final Difference
._e* ~'":\\\\4ldl
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z~ 2.7fB
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From Preliminary Boring Layout Survey Form Approved for'use.on Clinch River SMR ProjeQt" J. A. Tice, Technical Lead Form Rev o-Reviewed by 5[l....-
I 'V ~l~ l/1.
Clinch River Data Report Rev. 4 CRP: 1112.16 Page E.3-446 of 515
DOUBJ..E PACKER BOREHOLE!'PERMeABILilY TSST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clinch RlverSMR ProJect JOB.NO. 6488-13-1072 DATE: -1 "~4* I'}
8¢~:J,(.,.
Boring NoMP-- 42.\\
Borehole Diameter, ln.:* 'o,S Total Borlng Depth, Ft.
~ ~\\
Gnd Elev, Ft: ~
Ci>~,
. Casing.Height above groun~, Ft:~8 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): B9'>o\\i418"' Datum *
,.
24 *I J TESTID:t-.\\Vl*42.\\. ~~ Testlength:
?f,'S*
TestSectionDepth(frornDatum}: From~~SA~ To ~~"5.'2'8 (A) Depth to Water Table From Datum, Ft: '0 l. ¢ 'Z (13)
Surface Gage Height Above Datum, Ft.~
TestWaterTenlp:_
BaroP~ssurr:ysl: ( 4':f? cs 54
'v-.lial.t.. IJI.I.re!li. T~£"'P Ct.!CQ t:*
0 C, I
Depth to Center ofT est Interval From Datum, Ft:
.__ ~
0~. ia. 3

*--(C)Dtll'!ance 'WaterTalile!OCEiil\\er omsfr~'8t~---statfo water pressure at center"' {C*62,.4/144) + Baro = __2, r:-.

((~ ':l-~"t-4* \\"\\
I 151 MAXIMUMTEST PRESSURE, Po= ([A+B*1] + C*0.57) (Po"./f
] Test Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E*
Po Values: 1/3 Po "'2.L: 2/3 Po'=~ : 1/2 Po=
'f ':::>
Add Appropriate Po value to static pressure at center of test Interval.
TEST NO. IJ.P*~'2.ll~Sequence No.
'B Planned Center Pressure:
I ':'>e Transducer Readings Before Pa~kers Inflated: Top
~1:5.~. ; Middle
~ \\, \\ 'Z. : Bottom:
~ S. 94 Transducer Readings After Packers Inflated: Top
Z.~ * :lL__: Middle
<?'5, :, '2....
Bottom:
~t:?, 4-d.l z 4 s t::QUENC.lE'.
B FLOW METER READING, Gallons
Time, FbOW,gpm Minutes Initial Final Difference
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From Preliminary Boring Layout Survey Fom1 Approved for'use.on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP~1112.16 Page E.3-447 of 515 Middle Transdllcer Surface Gage REMARKS Reading, psi Pressure, psi IA'3. '=lt!>
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Form Rev 0- Reviewed by _.t£rp'
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DOUBLE PACKSR BOREHOLE PERMEiAS!UTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2
PROJECT NAME': Clioch RlverSMR Protect JOB.NO. 6468*13-1072 DAlE: !f * ~4* l'3 8ltJ"3,(..
BoringNoMP*4.2.t Borehole01ameter,ln.:2_~ TotaiBorlngDept.h,Ft. aa,\\
GndEiev,Ft: $'S
2~*
Casing _Height above groun~, Ft:~8 Elev. Top ofCaslng,_Ft. (Gnd Elev+*caslng Height): 8c,t.t\\,fS ~Datum *
~* Z4 *I J TEST ID.: t-.\\i1~42. \\
~ ~ Test length:.
3-/S Test Section Depth (from Datum): From~~S.4$ To..C..o'5.~S Test Water Temp:___
Baro Presa~r!l *, CS':., 4 * '2. ';)_ '5 6 of (A) Depth to Water Table From Datum, Ft: 15 \\. ¢ '2 (S) Surface Gage Haight Above Datum, Ft..&~
It-feu.. tJ:em<IZ. t'C!f""P (o~"'~*
<>C.7? I
Depth to Center ofTest Interval From Datum, Ft:
..__ /e. olt. 2..3
---*---(c)...:...DIS"tll:l'iCeWaterTafilero*c-enter orresrrnteriTeJl4.-n~t;-z*j Static water pressure at center= (C.62.4/144) + Baro = s ~
C(~ ~~'t-4* I"\\
itS":~-
MAXIMUM TEST PRESSURE, Po= ([A+B"1J + c*o.57) [Po"' /f I 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=~; 2/3 Po==~; 1/2 Po"
":ic;)
Add Appropriate Po value to statlo pressure at center oftest Interval TEST NO. j-!\\P-1\\ 1.1 E. 4 Sequence No.
13 Planned Center Pressure:
f '98 Transducer Readings Before P~ckers Inflated: Top* ~~.51 : Middle '\\.\\.C. : Bottom:*
-~ '5.~4 Transducer Readings After Packers Inflated: 'J:op * * 'a.(.,~: Middle 9 ~ * ~
"2. : Bottom:
~~_,M MP* AZI z 4 St:tGJUENC.IE.
B (Co~"t',*'O)
FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
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From Preliminary Boring Layout Survey Foml Approved for'use.on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRI?-1112.16 Page E:3-448 of 515 Form Rev 0- Reviewed by
I I
I
DOUBLE! PACKER BOREHOLE Pi::RMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page1 of2 PROJECT NAME: PlnctJ River SMR P.roleQl/
JOB NO. 64~8-13-1074, DATE: Zf - Z4.* I~ 8¢'9,{...
Boring NoM?~ 4.2.~
Borehole Diameter, ln.: '3,8 Total Boring Depth, Ft.
'a~\\
Gnd Elev, Ft: ~
~ t(~,
. Casing.Height above graun~, FI:M8 Elev. Top of Casing, Ft. (Gnd Elev + C~slng Height): 8 Cl>l\\.~S "'Datum *
, ~
Z4
l J TESTID:N\\~*4'2\\
'i!:.~
Testlength;
f,S TestSeotlonDepth(fromDaturn): From~~8.4'8 To ~11'5.~S (A)
Depth to Water Table From Datum, Ft: '5 I * '/>. '2
{B) Surface Gage Height Above Datum, Ft.£.~
---*--(C}DtstancewaterTal5le to CenterOfTesf1nterval Ff. !IDl£1
Static water pressure at center"' (C*62A/144) + Baro.;~
~
q~ ~~'24*1~
.115'*
MAXIMUM TEST PRESSURE, Po::: ([A+B*1] + 0*0.57) [Po= lf_
. 1 Test Pressure sequence;= 113 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E
. Po Values: 1/3 Po=~; 2/3 Po= I ¢5 ; 1/2 Po=
1 "::)
Add Appropriate Po value to static pressure at center oftest Interval TEST NO. 1-A.fl* ~ '2J t,A Sequence No.
C.
Planned Center Pressure:
Z/5$'2>
Transducer Readings Before Pa.ckers Inflated: Top
/2~ *~ ; Middle
'=) \\, \\ '2.. : Bottom:
~ro,94 9~,4\\¢ Transducer Readings After Packers Inflated: Top
~C..
1l \\ ; Middle
~15."~ 'Z..
Bottom:
M?~A21 z 4 SsGJUt:NC.E t FLOW ME:TER READING, Gallons
Time, FLOW,gpm Minutes Initial F\\nal Difference*
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From Preliminary Boring Layout Survey Form Approved for 'use. on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP.-1112.16 Page E.3-449 of 515 Middle
'Transducer Surface Gage REMARKS Reading, psi Pressure, pel 1 f>lJ>:esro
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I i
DOUBLE PACKERBOREHOL.E! PERMEABILITY TEST DATA SHEET' AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of 2 PROJECT NAME:.QJinch RlverSMR Prolect JOB.NO. 6468*13-1072 bATE: !t ~ *~4* I'
8¢'3,(.
Boring NoMP' 42.l Borehole Diameter, ln.:* o.f3 Total Boring Depth, Ft. o~\\.
Ond Elev,Ft: ~
S?~
I
. Caelng.Height above groun~, Ft:~8
. Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8(/:>ftt,l/18 =Datum.
~~24* # J TESTID : M.~*AZ.I
~4 Tesltength:
J,S TestSeotlonDepth(fromOatum): From~~SA~ To ~~r;,.~e (A)
Depth to \\fYater T~ble From Datum, Ft: '5 I, rp Z (B) Surface Gage Heigh! Above Datum, Ft. a:G.Go Test Water Tem.p:__ Baro P~~. ure'lsl: (,~; c: S -4 IJ.leu... \\tJ~>,,,.,a. 105'~>~1" Co(?)
~*
k, I"
Depth to Center ofT est Interval Fro*m Datum, Ft:
'-- le ~~. 'i.o3
---*-*-(C)Dtgtance WaterTabl elOGei'iter of'Tesflnterval Pt. :!ID:J:£1 Static water pressure at center"' (C*62.41144) + Baro "' :=::i1i Q~ ~-z4*\\"?:~
1'5'*.
MAXIMUM TEST PRESSURE, Po., ([A+B*11 ~* c*0.57) [Po"' '.X. I Test Pressure sequence;: 113 Po,.213 Po, Po, 112 Po, Po Sequence ID:
A B
C D
E
. poValues: 1/3 Po = ~;
213 Po= I ¢'5 ; 112 Po"'
1'9 Add Appropriate ~o value to static pressure at centar of tes! hiterval TEST NO. bA.'P*J\\"2.\\~ ~Sequence No.
C Planned Center Pressure:
g.'O ~
Transducer Readings Before Packers Inflated: Top
~"5.~, : Middle
~\\,*\\C. : Bottom:
Transducer Readings After Packers Inflated: Top 2-(o, ~ \\ : Middle. <;>S,1 't : Bottom:
MP~ A21
]".. 4 S~::tnut:=Nce.
c..
LCo w:r' C>
FLOWMETER READING, Gallons Middle
Time, FLOW,gpm
Transducer Surface Gaga Minutes Reading, psi Pressure, psi Initial Final Difference CJ 1.1' z:~-z.':l s Z'3
¢
(/J Z~¢. 1.114-9\\ ¢8t~
~-::re 13":1 9\\ (P~ t ~. 11 Z1i'Z=?'3
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7teAMS
~ ** j ¢' -s~
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1----*-
*From Preliminary Boring Layout Survey REMARKS GNI:>.
t;J(.,.. (.,?...
2(g,Z.S
~
0,.,.....
. _,,,\\1 Form Approved for 'use. on Clinch River SMR Project* J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRIM112.16 Page E.3-450 of 515 Form Rev 0- Reviewed by,_,1'-'L=-_'<< __
DOUBLE PACKER BOREHOLE PE:RMEABILITY TSST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME':.Q!!o.Qb River Sry!R Prolect JOB,NO. 6468-13-1072 DATE: !:f w 24* 1'3 8¢"3.(..
Boring NoM'p~ 42.\\
Borehole Diameter, ln.:* '0.8 Total Boring Depth,Ft._ 'a~\\
Gnd !::lev, Ft: ~ *. * ~~
1
. Oaelng _Height ~bove ground, F't:~8 Elev. Top of Casing, Pt. (Gnd Elev +Casing Height): 8~1\\:.4J8 =Datum *
':1 N Z4 * & J TESTID:i'I\\~*A2.\\ 'a4 Testlength:
';f.'S TestSeotionDepth(fromDatum): From~~SA! To,(!(o~S.~e (A)* Depth to Water Table J=rom Datum, Ft 15 l, ¢ 'Z (B) Surface Gage Height Above Datum, Ft. R,,G:.G.
TostWaterTem.p:~ BaroPressure'(sf:.14*f 5 e4 ltJ~v... tJAr~l'l. T~~£MP
<o ~ '"P*
--oc::
f Depth to Center ofTest Interval From Datum,.Ft:
~
~
~'i.. ~3
-**--*--(C)Distance WateFTa151610'Cflnter orresnnterva1Ff.1'8 t I ?.:/
Statlc water pressure at center= (C.62.4/144) + Baro" 911
<(~ "ll-.. '2-4* \\"::
. J~":f MAXIMUM TEST PRESSURE, Po=: ((A+B*1] + C*0.57) [Po=.X
] 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=. I ¢ S ; 1/2 Po=
1 '9 Add Appropriate Po value to static pressure at center of test Interval lEST NO.j6f'*l\\ 111:. ~- s~quence No.
""D Planned Center Pressure:
I '4-2.
Transducer Readings Before Packers Inflated: Top
~<5,:i\\ ; Middle
~\\.\\C.
: Bottom:
~ S,9{\\
Transducer Readings After Packers Inflated: Top Z Co * -& I : Middle
'5> '5, ~ 'Z Bo!tom:
~ ~ * /J, ¢
~
MP Azt z 4 s e:'Qt.IENC.E: D FLOW METER READING, Gallons Middle
llme, FLOW,gpm
Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial.
Final Difference ZQ.Z-=fi 249/51/J l"fl ";f llll)lf(IIIN (f-"'!~fGIIS":4$l$
I) II I'Z.~l¢
[PF Pt,o~-.;>
<;~\\ l :. t (/J/.0
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2~ Z.':l-'::}-
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From Preliminary Boring Layout Survey
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'rtt..4~S Form Approved for' use. on Clinch River SMR Project-J. A. Tlce, Technical Lead I?
/:_'(') /
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Form Rev 0 - Reviewed by _."?ou' 1.,_, ""--'---
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-451 of 515
DOUBL.E PACKER BOREHOLE PERMEABILITY T!:ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 DArE: ~ M ~A-l'3 8¢'3,(..
Boring NoM P** 4.2.'
Borehole Diameter, ln.:* '0,8 Total ~orlng Depth, Ft. _ _!~
Gnd Elev, Ft: ~
)? ~,
PROJECT NAME':*Ciioch River SMR Prolect JOB _NO. 6468-13*1072
. Casing Height above ground; Ft:J(!dg
. Elev. Top of Casing, Ft. (Gnd Elev +Casing Heigh!): S($4;.t>S"' Datum *
~
w 24
I J TEST ID: t-1\\~*42. \\
~ 4 Test length:
'1/5
~est Section Depth (from Datum): From~~8,4t To.C. "acs,-,e (A)" Depth to Water Table From Datum, Ft: 15 \\, ~ '2 (13)
Surfaca Gage Height Above Datum, Ft..a.G.<;.
Tes!WaterTem'p:_
BaroP~s.. sure'tsl: *14, ~~.., 5
...~.
V..lel..t.. IJAT4il2. l<ir"'P (o~ f:.*
"COl? I".'
Depth to Center ofT est Interval From Datum, Ft:
.__. ~
~~. Z3
--~-*--* (C)-DistmrooWaterTal.iieto'CantefOfTesflntervar Ff.'"""".tru:!::fl Static water pressure at center"' (C*62.4/144) + Baro"'
g~
9~ ~~~4*1~
1!5'...,.
MAXIMUM TEST PRESSURE, Po::: ([A+B*1j + C*0.57) [Po=.?f 1 Test Pressure sequence ;o: 1/3 Po, 213 Po, Po, 112 Po, Po Sequence ID:
A B
C D
E Po Values: 1/3 Po ::: ~;
213 Po= I¢ 'S : 1/2 Po=
1 '9 Add Appropl'late Po value to staUc pressure at center of test Interval TEST NO. h\\f'* <\\"liE, ~Sequenca No. * £ Planned Center Pressure:
Q S ¢ transducer Readings Before P~ckers Inflated: Top
~
~ * ~
. ; Middle
.:;) \\, \\ £.. : Bottom:
9S.::24
~CJ.4.t./J Transducer Readings After Packers Inflated: Top g.t..o, '3 \\
Middle o:;)~.3'& : Bottom:
M? A2l s t£r(;;)lfL:;NCE FLOW METER READING, Gallons
Time, FLOW,gpm Minutes Initial Final Difference
~ \\ ~1., IP?P z:~z.iS
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~'From Preliminary Boring Layout Survey Form Approved for'use.on Clinch River SMR Project-J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-452 of 515 Middle
Transducer Surface Gage REMARKS Reading, psi Press!Jre, psi
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l't--'f' Form Rev 0- Reviewed by_:_:~'------
OOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PROJECT NAME: QI!O!lb River SMR Pro~
JOB NO. 6488*13-1 072 Boring NoMP~4zl Borehole Dlameter,ln.:.:QJ2.. Total Boring Depth, Ft. 3 Z. ~ _
Page 1 of2 DATE: :Z* ZA*l '3 Gnd Elev, Ft B tP 3,& *
. Casing Height above groun~, Ft: ¢,4 8 TEST ID: M.~* 4-'L \\
~ ~ lest length:
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8¢14
4'S=oatum *
?f,5 Test Section Depth (from Datum): From 2.2.8, 48 To Z.. '0'5, ~<B (A} Depth to Water 'fal;lle From Datum, Ft: II)\\ I 1./J "Z.
Test Water Tem.p: ';] '-..,'{!
Bare rr_!lssure,!sl: 14 I "z. )
Y.,{f<';L.I... tJ/.\\i<>"fa. f<!l'l-\\1:>
Gt;.(J) I*.
l
~
/'$,51 (8) Surface Gage Height Above Datum, Ft. Z * ~~
Depth to Center ofTest Interval From Datum, Ft:
Z'J ~. z "l

(C)-Oist~Water Taoletocenter ofTestlntervarF='Cr'0-1;-;"'Z I Static water pressure at center= (0*62.4/144) + Bare =

S "3 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + 0*0.57) [Po= I ~ i
) Test Pressure sequence::: 1/3 Po, 273 Po, Po, 1/2 Po, Po*
Sequence ID; A
B C
D E
Po Values: 1/3 Po=~; 2/3 Po=
! 1/JS; 1/2 Po=
=1- ~ _ Add Appropriate Po value to static pressure at center oftest Interval TEST NO.lAf>AU F. It Sequence No.
)s(t. Planned Center Pressure: ~
2CS(l)
<;'2 ~
'=t
Z.4-..., '1.
Transducer Readings Before Packers Inflated: Top Z 1:$ * <;, 4 ;* Middle -~I
l Z.. :. Bottom:
9t5 \\ ~4
-o,}4fb Transducer Readings After Packers Inflated: Top
a(!) * "\\ \\ ; Middle
'5>~ * ~ 2. : Bottom:
cz~ '::I-*1.A* n
~
(C.oN-ilo) q*
M~* 4 '2.\\
A.A.
Se:<nUt:fJC~
~.;;
FLOW METER READING, Gallons Mlddle
Tlme, FLOW,gpm
Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference
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~\\ l<
~~-~\\ 3~ :~~~
~~(-~. c* ~~ 'H ;'?<!~~~
~~I r.,~,.._ "ZA* rs l 9~ ~~ ~'28~~
~~From Preliminary Boring Layout Sl!rvey Form Appl'oved for'use.on Clinch River SMR Project* J, A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-453 of 515 73 al7"7 01 ~~~
7/~.<.~~ ~
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'ra>t"'
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~~?.. (. '2C6 Form Rev 0 - Reviewed by~~
-

ML19030A972

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