Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 201-250
	ML19030A959
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: ML19030A959 (50)
	v • d • e

OOU13LE PACKER BOREHOLE 'PERN!eABlLITY 'rEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clincb River SMR Project JOB .NO. 64G6-13-1072 DATE: ":!-/ ::t-13

. Boring NoM~~ 41 f. Borehole Diameter, ICI.: *:3d~ Total Boring Depth, Ft. 3 '2- CJ Gnd Eiev, Ft: ::Z. 92, t..

Casing Height above ground, Ft: B, (I)Cj *

El~v. Top of Casing,, Ft. (Gnd Elev +Casing Height): i--'14, :.1 =Datum TEST ID: M P~414 z= Test length: =/, '5 Test Section Depth (from Datum): From (<;. '?; 2 c;) '3 To. ~ \ * <tl'?

(A) Depth to Water Table From DatUI)l, Ft: 7-. 'B,l-S Test WaterTa~*p:~ Baro Pressure, psi: 14. 4* ":f (B} Surface Gage Height Above. Datum, Ft. ¢, 5 (/} Depth to Cente.r of Test Interval From Datum, Ft: cP '9:*,'0/t * *

. (C) Distance WaterTable to Center ofTestlntervai Ft. 38, <S~ Static water pressure at center;, (0*62.4/144) + Baro" ~\

1 MAXIMUM TEST PRESSURE, Po., ([A+B*1) + c*0.57) !Po= ,...5l._j Test Pressure sequence:" 1/3 Po, 273 Po, Po, 1/2 Po, Po

. . SeqiJence ID: A 6 C D E .

Po Values: 1/3 Po "_,...\,3_;; 2/3 Po= 7.> L\ ; 1/2 Po= lY (,., Add Approprtate P~ value to static pressure at center of testlnterval

rss*r NO. M P- 41? .. ~""""' No. e . '""

/8.5(L)

Comoc '""'"m'

. ~4~

..~ (., ' 3 4; GC[

\._* .. .

Transducer Readings Before Packenr Inflated': Top ~'lfh-6>'¥ ; Middle :44, "1= - : Bottom: 4*§H?;'.l . C(~ . ::j. ~ l 1-* 13

.- ~ Transducer Readings After Packer~ Inflated: Top I'::>, '55 Middle 3l. ";}-'Zc_ : Bottom: '34, l \.

't Jj., ' "".\-- \1 *\19 MP~LHi * :z:\ Se-~u.~,_,c:.~ b

" FLOW METER READING, Gallons Middle T!me, FLOW, gprn Transducer

Surface Gaga REMARKS

.Minutes Pressure, psi lnltlal Final Difference Ci~adi~,

psi *:"'

-l't-'1:

u.. ! <Stl \3¢1 H3 444 ---- ~ .-**-- ----. ....... f;.:4.~ ( 1'5

'(fdfStiM I"-' <!.,Jetf AM P't.<:TW

\ ~; S'S 1/JI/ \'BL\Al\ ~8 44~ 2 4 15'.fi'==J8 3'5

~~..>\ '5~W3¢ I B 4-4G. /8 45¢ 4 .g :f~ 4)1- 3G

~ (p \ '5 ~ I fJ{~ \8 4'5@ Jf3, 45'3 3 (p ~9,8l 3(..

t (., ~ ~(., l 3 (!) l 84'5"3 1'8 4S1- 4- 8 8~/~8 3Ca lP'c.ru5AS& .t:"'-cl (,..

\(,) S'fi tM IB4~1* \B IJ.0,<i 3 ~ 8@,'5"Z 4C/J

~-'511?,[/J \ t)L\(~(J) \8 4<.-A- 4- B 82.84-- A¢ t Co\ '5 [5 \ @rp l'OL\(.,4- l8 L\(.,8 4- .s 82.9'3 4-(t)

\~\ St3~'31P t 84~8 va 4".1'- ~* s 2)), ~'Z.. 44>

t<.c 1 s~~w ~ ~L\.~ '2., \'5' 44? - '3 . ~ 83/\5 4-41 ptiuZ.crlfJH/ t2t....f:J'-'

lt, s* '~3rJ \ ~l.\~5 .t8 4~'7 4 8 54.~3 ~"::)

\"":.):) (j}(JJ: IJ){j \ BL\9~* ~ 4St. "3 {_,;, '!52.3$ 3'3 --

\i ~ ((//}): :SfJ \ 8!..1.8<:: IBABS_ ~ &. 8'2,?_';) ;,)~

!1-\ ~ r: <4.t' \ 84B'5 J& 4~., 4- 8 8/.00 '3>'d lll¢/,'34' I BA8'). ~B 49'3 L\ 8 S2lt93 -~-~

-t""q~-(}12/¢(/J ~~Z3-4~J -- ~~~3-.t.V?B- - ~-*-- - -tt-, ll-- -.. -sz.-z4- - ----33 *-*

t? J..<<!..?.:.LR!f_ ____}_949g !-----'--"*--**"* ~8 ~IPI *. .,,_ ...

~ (, 81.~8 '3':>

I :; .' 113 / $Y ~ 'B "5f;JI I 8 Sf/J4 "?> (p 81. ~'5 39 ElPo (1./GJ

From Preliminary Boring Layout Survey :r,e A,IJ1 -:!. 41 .3 S' T/;?.I!J,!*.J S ""' '3 (/), 8 "L Form Approved for Use on Clinch ~lver SMR Project- J. A. Tice, Technical Lead Form Rev 0 - Reviewed by ~jV f"'l.-1/? /t 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-201 of 515

DOUBLE PACiillR BOREHOLE PERMEABILITY TEST DATA SHEET Page 2

.~is-* c;~c~ I.Aff h~

BORING: /i.A P ** 4 \ 1' 11 t~<-11 ~e-1 Tr tS&

DATE: 3--\3- \~

DATA COLLECTED BY: lo'-'- ~lc.C"\\LI. ./ ..:r't~-'-- ('l.o'\.'::Jk:>l\~t:> filL J ~J (J., J'l SHtJT~IN TEST PRESSURE: . Ill~ <Jl- psi l4(\~{i1 TIME, SURFACE GAGE GENTER TRANSD~

minute PRESSURE; psi . PRESSJIWfr,-ps1

~

\ \ *6"-"

L.-\ ;:::...;.--

\

\'{ :::;.....;--

~-

'::t *- <: (J)- I *s EQUIPMENTUSED .

ransducers: Level Troll 700 Serial Numbe1*s: 335896/R24844 (shallow) 6/12113; 315381/R24039 (intermediate) 6!20/13;-Ml:1:4~lR20367 (deep) 6/20/13; 315380/R24038 (spare) 6/20/13__,..._- - - - - - - - - - -

Surface Pressure Gage: (Both Wika 213.53) MW-3 (at *pump); MW-4 (at totalizer) 6/11/13 _ _ _ __

w Barometric Probe: (Bnl'O Troll) 121315/R22669 6!12113 Flow Meter: (Master Meter 1344) - 8824788 field checlted 6/25113 Stop Watch: (Sportline 220) ~ L286/2786 6/10/13 11-NE't<!MoM.G*rG ";Z LTZ$

D11 te of Calibration: Dates in italics after egtiipment serial number I

Calibration due: _Post TestinO--...----~-

('5'-/-/j.)

Fu_r;:co ! 1--!CLL! o t;;; ALL .S l!it:ef...IGI-/Cc-;:5 :;:

M P~ 411- z. 1 (e) ~(,6 1~ ~ ttn-

r1- I':J, tPI....A.S z

\1-.1;:5(...,

t"-1\? ~ 4*\'l* l ce) ~¢ \ 3 - {jl'f- - ll- ,.~. 41&, 4!:;) e!XOE:t.-

MP-4~1* Z I (\') 'R.Cb \ ~ * (/)y- .- 1'1 \ '7t,*fP"5,z-z.. "'-11)1..._

IV\ P ~ 4ll- Z I (T) . '?.,.(/;J \ '?J - {P{- ... 17 r.1:

.* (tl'5\ Z.'Z E:><C.E'L 1\AP~ 4\ ":1 ~ I ( \\1\} ~ (£J 1"3 - (/J*7- ~ /1 I'=\, (J)S, ~5 VU 'S'L fV\ p ... 4{1- cI Uv\ J ~<2>1'3 - t/Pf - I t- l":f.<t>s .~~ E.X:C.~l..

MP*- 4*\'1* C. I (L) ~c:DI3- (/F}* - 11* . ,.~. Cfl9,'2.'3 \.0 't:>L.

- ---l'f\\::J--:::-:-tf\"'"=1~ "l. , --(~)

1'1-, (/.19, '2..3 'EXCEL Form Approved for Use on Clinch'River SMR Project -J. A. Tlce, Technical Lead Form Rev 0- Reviewed by 7'[? tzpr/tJ.

c *linch River Data Report Rev. 4 CRP-1112.16 Page E.3-202 of 515

Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 Test Date Prepared By Checked By 18-Sufface Gage Height (ft) 72.28 46 IMax fest Pressure (Po) (ps1) 59 I 1/3 Po (psi) 20 2/3 Po (psi) 39 1/2 Po _iPS~ 30 Genter 1 est lntlatlon Pressures Pressure (psi} (psi}

Sequence A 1/3 66 116 Sequence B 2/3 85 135 Sequence C 1.0 105 155 Sequence D 1/2 76 126 Sequence E 1.0 105 155 Pipe Check (Estimate Only for Field Guidance))

Length of Packer Assembly 13.29 Average Length of Pipe Section 21.12 Length of pipe to TOG 80.30 Number of Pipe Sections 3.80 ength of stickup above TOC (f!) 4.18 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-203 of 515

Clinch River SMR Project Prepared by: c+.:r.?r- Date: ""/- -'i?'-1 <./:-

Double Packer Borehole Permeability Test Data Sheet Checked by: g~ Date: 4 .. - 13 ._ (1/-

AMEC Environment & Infrastructure, Inc.

AMEC Project# 6468-13-1072 Boring: MP-417 Zone: 2 84.0 feet to 91.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) Sequence C (Po)

Elapsed Time Flow Rate Elapsed Time Flow.Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (g pm) Time (minutes) Pressure (psi) (gpm) 13:56:00 0.0 43.30 14:12:30 0.0 67.88 14:22:30 0.0 84.35 13:56:30 0.5 43.27 2 14:13:00 0.5 67.46 2 14:23:00 0.5 100.22 0 13:57:00 1.0 57.07 4 14:13:30 1.0 85.77 0 14:23:30 1.0 102.69 2 1.5 86.35 2 14:24:00 1.5 102.76 2 13:57:30 13:58:00 1.5 no reading 2.0 65.11 14:14:00 2 14:14:30 2.0 86.53 - 0 14:24:30 2.0 104.88 0 13:58:30 2.5 65.02 0 14:15:00 2.5 84.49 0 14:.25:00 2.5 105.34 2 13:59:00 3.0 65.45 0 14:15:30 3.0 85.02 2 14:25:30 3.0 105.16 2 13:59:30 3.5 65.33 0 14:16:00 3.5 84.58 0 14:26:00 3.5 105.00 2 14:00:00 4.0 65.18 2 14:16:30 4.0 84.47 0 14:26:30 4.0 105.19 0 14:00:30 4.5 68.68 2 14:17:00 4.5 84.83 2 14:27:00 4.5 105.08 2 14:01:00 5.0 68.88 0 14:17:30 5.0 84.49 0 14:27:30 5.0 105.05 2 14:01:30 5.5 68.73 0 14:18:00 5.5 84.75 0 14:28:00 5.5 103.85 0

- --~* --***

1'11:02':'00 6~0 69.02 2 14:18:30 --6:0 84730 - 2 1'4:28:30- 6:0 ----1 04:23 . 2 - --~---- -

14:02:30 6.5 68.04 0 14:19:00 6.5 84.48 0 14:29:00 6.5 103.89 2 1A:0_Q;_Q_Q ZQ 6l.28 -- Q -* ... ----* - ........ **** - - ..., ...._ **-*- .. - . .

-14:29:30 7.0 - .... -103.91 . **- .. 2 14:03:30 7.5 67.17 0 14:30:00 7.5 104.08 2 14:04:00 *-*- 8.0.- _67.07 - * -*-- . . 0 ... .

""14:T:4:31J 8.5 6T.o*o 2' 14:05:00 9.0 67.13 0 14:05:30 9.5 66.80 0 14:06:00 10.0 66.80 0 14:06:30 10.5 67.45 2 14:07:00 11.0 67.27 0 14:07:30 11.5 67.20 0 14:08:00 12.0 67.58 2 14:08:30 12.5 67.48 0 Sequence D (1/2 Po) Se_guence* E (Po)

Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 14:33:30 0.0 104.30 14:47:00 0.0 75.55 14:34:00 0.5 92.60 2 14:47:30 0.5 92.66 4 14:34:30 1.0 85.78 0 14:48:00 1.0 105.17 2 14:35:00 1.5 85.11 2 14:48:30 1.5 105.32 2 14:35:30 2.0 83.65 0 14:49:00 2.0 105.38 2 14:36:00 2.5 83.56 2 14:49:30 2.5 105.43 2 .

14:36:30 3.0 81.47 0 14:50:00 3.0 105.56 0 14:37:00 . 3,5 81.36 2 14:50:30 3.5 105.44 2 14:37:30 4.0 78.89 2 14:51:00 4.0 105.83 2 14:38:00 4.5 78.61 0 14:51:30 4.5 105.36 2 14:38:30 5.0 78.45 2 14:52:00 5.0 105.50 2 14:39:00 5.5 78.62 2 14:52:30 5.5 no additional readings 14:39:30 6.0 78.69 2 14:40:00 6.5 78.50 0 14:40:30 7.0 75.68 2 14:41:00 7.5 75.86 0 14:41:30 8.0 75.70 2 14:42:00 8.5 75.36 2 14:42:30 9.0 75.61 0 14:43:00 9.5 75.62 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-204 of 515

MP~417 Zone 2 4.5 , . - - - - - - - - - -

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

3.5 +---+--~---

g -~--~--------------------------------------------------------------------------------

]2.5 + - - - - - -- ----------------------

~;:

~

O+-----------.--~----~~r-----1--~-.--~----~-+-----1 0.0 2.0 4.0 6:0 8.0 10.0 12.0 14.0 Elapsed Tfme (minutes)

--<--1/3 PO*

Notes: Test pressure approximately 1/9 of the maximum test pressure (Po), Flow rate typically measured ovor a ao socond Interval, MP~417 Zone 2 2.5 ~------------------~--------------------------------~--------------

2 ---t*

0

1 - - - - - - - - -- 1 o.o 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Elapsed Time (minutes)

--2/3 Po Notes1 'fast pressure approximately 2/3 of the ma>:ltnum tost prassuro (Po). Flow rate typically maasurod over a SO second Interval, Prepared by/Date:~'-f"-\:7'"T;;--'vt--'-'-;;~

Checked by/Date:* --H'---'"'--'-'---=14=--

Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-205 of 515

MP~417 Zone 2 2.5 , _ . . . . - - * - - - - - - - - - - - - - - - - - - - - - -

}------*---*----

0 -~----4----,---------!-----------r--------~---------~---~-----r---------~----*~

o.o 1,0 2.0 3.0 4.0 5,0 6.0 7.0 s.o Elapsed Time (minutes)

_,__Po Notes: Test pressure approximately at tha I'MXImum test pressure (Po). Flow rate typically measured over a 30 second Interval.

r--------------------------------------------------------------------------------~-----------,

MP-417 Zone 2 2.5

~L5

& 1 -------+---+-

0,5 0-1-----

o.o 1.0 2.0 3,0 4.0 5.0 6,0 7.0 8.0 9,0 10,0 Elapsed Time (minutes)

-1/2Po Notes: Test pressure qpproxlmatley 1/2 of the tnaxlmum test prassum*(Po),

J=Jow rata typlcallymeasLirod over a30 soconcllntarval.

Prepared by/Date:_-!.-.:::,_.,.--:,.;..:...J....T-...:._-

Checked by/Date: --f-F..____..~.....,..__ _

Clinch River Data Report R Page E.3-206 of 515

MP417 Zone 2 4.5

\

4

\

3.5

\

3

\.

-:--------:*--**-***\ I

- - ; -....--M-...... -----.. ..- - -

\ /

1.5

\ I o.s 0

o.o 1.0 2.0

_.. v 3.0 Elapsed Time (minutes)*

4.0 s.o 6.0

~Po Notes: Test pressure approximately at the maximum test pressure (Po), Flow rate typically measured over n 30 second Interval.

Prepared by /Date:--"T'rn'--"--1+-~~~

Checked by/Date: -ff"""'1:1-'-:....:::....:..=-----

clinch River Data Repo Page E.3-207 of 515

DOUBLE PACKER BOREHOLE PERMEABILITY l'EST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME.: Clinch RlverSMR ProieQ! JOB .NO. 64§8-13-1072 DATE: 7-/ *"1-13 Boring No MP **41 f. Borehole Diameter, ln.: *'3 ,8 Total Boring Depth, Ft. 3 2- () Gnd Elev, Ft: :::e12. G

Casing Height above ground, Ft:.M'J Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 7=7Lj *'1- "Datum TEST 10: MP-417 i!: '16 Test length: *1, 5 . Test Seotion Depth (from Datum): From B<D,a.l':J To 93. '5'?.>

(A) Depth to Water Table From Datum, Ft: I ':1' '5(.. Test Water Ta~*p~ Baro Pressure, psi: 14. "541 (S) Surface Gage Height Above Datum, Ft. ~ Depth to Center of Test Interval From Datum, Ft: 8~*. e4 (C) Distance Water Table to Center of Test Interval Ft. ~ Static water pressure at center;. (C*62.4/144) + Baro"' 4G:.

MAXIMUM TEST PRESSURE, Po= ([MB*1] + c*o.57) [Po~ '59 ] Test Pressure sequence;:: 1/3 Po, 213 Po, Po, 1/2 Po, Po 1>J. Seql,lence 10: A B C D E Po VaiLies: 1/3 Po "_:J;4l..; 2/3 Po"'~; 1/2 Po= '3w Add Appropriate Po value to static pressure at center oftest interval TEST NO. M p. 41 ::f R.sequence No. A Planned Center Pressure: ~~- G.,~ q_~: ~ ~ \'-\- \0 .

TransducerReadlngsBefon:rPackers*lnfiatecf: Top 2,(.6,(.,'? .: Middle 44.?'"? : Bottom: 46*53

~ Transducer Readings After Packers Inflated: Top ( 9, c.?> 7>; Middle L\'~,A \ Bottom: 4~ *':::?£\

~J:L '-=t-\1 *1)7 .

MP--L\\Z ~R, "5 IS&( 1ot &' "*" : C' A FLOW METER READING, Gallons Middle Time, FLOW,gpm Tran!lducer

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

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From Prelimh1a1y Boring Layout Survey Form Approved for'use on Clinch River SMR Project* J. A. Tlce, Technical Lead Form Rev 0- Reviewed by 9JZ.= /t-(1~7 ci.qch River Data Report Rev. 4 CRP-1112.16 Page E.3c208 of 515

DOUl3LE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Cllncb River SMR ProJect JOB .NO. 6468*1?*1072 DATE: 7-/ ::J-13 Boring No Mt'~1:1::t- Borehole Diameter, ln.: 13, B Total Boring Depth, Ft. '3 ~(J Gnct Elev, Ft: :::;;;:;c:,(;. **

Casing Height above ground, Ft: 2 *{l)<j Elav. Top of Casing, Ft. (God Elev + casing Height): q::,4 *'T- "'Datum TEST ID: /VfP~4 14 Z:: l...Tast length: *":f, 5 Test Section Depth (from Datum): From 8<0,¢'7 To ;r;:,V'S'3 (A) Depth to Water Table From Datum, Ft: I =t, St... Test Wa!er Te~*p:...£2_ Baro Pressure, psi: 14 *'5~

(B) Surface Gagf;l Height Above Datum, Ft. -fr. 5 q; Depth to Center of Test Interval From Datum, Ft: 89*. B4 (C) Distance Water Table to Center ofTest Interval Ft. ~ Stat!c water pressure at center;. (C*62.4/144) + Baro =* 4G..

MAXIMUM TEST PREpSURE, Po == ([A+B*i] + c*o,57). [Po ~ 5 *~ 1 Test Pressure sequence:" 1/3 Po, 2.13 Po, Po; 1/2 Po, Po t"'. Sequence 10: A B c o E .

Po Values: 1/3 Po" .M-: 2/3 Po'='~; 1/2 Po= 3\&' Add Appropriate Po value to static pressure at center oftes~ inteNal TEST NO. MP-4r=tl'2-sequence No. A

Planned Center Pressure: '(~<:..

Transducer Readings Before Packers* Inflated': Top ZC/!* G:,"{ ; Middle 44, "=t f : Bottom: 48*53

~ Transducer Readings After Packers Inflated: lop. { ~ \ L)~ ; Middle l\.1l ,Lq ~* Bottom: 43.~

~.Y.L*l--\1'1).7 .

M?~t.wii ~ t .s lir"'l, u. "",.., <:,;;:: A ( C.,r;J.U ..,. 't:>

FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer

Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference lA~ (f)"S*.~q> ~ '2, ?.,(/) s 18 Z(/)5 Cb c./J G..~",\ 'S /":".(-

tP s 114' l g, ?.. (/}'? \5 2¢'5 a (/.l C.,./.,,8(/J It

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(/) l t '?;,(/) \~ 2.,(/)(.. u::. Z,l(J(,. (/J (j) (,;7-j. '2 £,& ~8 08l((>tP I '8 2.f/J(o )8 *;utn- \ -z.. <o-:lS8 \t

<PB'.3(J) \£1 Z.\d'=l \.:> ?.,ltJ't CiJ G1 c.,1 Ak 7ieA.f...J $.; 43,2<:..

It/ ,'¢i9li.l~ /oP UAJJ'$ " 15>,89 i

I

~

i.

---~

~ -. ---- -------- ---------- ---.---- - - - - -------- -----,----------

From Prelimit1ary Boring layout Survey Form Approved for'use on Clinch River SMR Project- J. A. Tice, Technical Lead Form Rev 0- Reviewed by 5:Jl- rz_.lj'J#-J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-209 of 515
I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DAIA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2
.PROJECT NAME: Clinch Rlv~rSMR Prolect JOB NO. 6468-13"1072 *DATE: 7- f.':/- I 3 Boring No.M.P-41f. Borehole Diameter, ln:::3,8 Total Boring Depth, Ft. 3?-..§L. Gnd Elev, Ft: :::; '::'/ 2. t..
Casing Height above ground, r=t: £!.,, C1'7 Elev. Top of Casing, Ft. (Gnd Elev + Casing Hefght): q::; Lj, '1- "' Datum Tt:ST i~: /viP**41-=7 c '2.-.rest length: *"-71 5 Test Section Depth (from Datum}: From 8eo '<ll'2 To 9 a. '5 ':>
(A) Depth to Water Tabre From Datum, F.t: f 'f, '5t:.. Test Water Te~*p;~ Baro Pressure, psi: l '4 *"54!1 (B) Surface Gage Height Above Datum, Ft. ¢, S (/) Depth to Center of Test Interval From Datum, Ft: 8':7. B4 (C) Distance Water Table to Center of Test Interval Ft. ~._8 Static water pressure at center;. (C'.62.4/144) + Baro = 4G, MAXIMUM TEST PRSSSURE, Po= ([A+8"1] + C*0.57) (Po~ 59 ] Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 Po, Po r1. Sequence ID: A B C D E Po Values: 1/3 Po= ...f6k_.; 2/3 Po=~; 112 Po'" 3¥/ Add Appropriate P~ value to static pressure at center of test l'nterval TEST NO. M P- 41 '1 Sequence No. 73
Planned Center Pressure: 85 Transducer. Readings Before Packers* Inflated': Top g, (4) *(o + .*; Middle 44. "::1 '1 : Bottom;
~ Transdueer Readings After Packers Inflated: Top . 19, 9'9 ; Middle 4'3,41 Bottom:
~ J:i.. . -:t- \1 -n '9.
MP-L\\'i ~z... s IS"c:l{ U &' 1-H::. &' Tj FLOW METER READING, Gallons Middle Time,. FLOW,gpm Transducer
Surface Gage REMARKS Minutes -- Initial Final Difference Reading, psi Pressure, psi 114UZ! '311 tBZC/'9
- ---- {.p':f,88 18 1 'B'<ifa1-'"-"
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From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project- J. A. Tk:e, Technical Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-210 of 515
It I DOUBI.E! PACKER BOREHOLE PERMEABILITY TEST DATA SHEET I AMEC ENVIRONMENTAL & INFRASTRUCTURE,. INC. Page 1 of2 I PROJECT NAME: Clinch RlverSMR Prolact .JOB .NO. 6'46Q-13-1072 DATE: 7-/ ::;~/ 3 II Boring NoM P ** 4l+ Borehole Diameter, ln.: :3, 8 Total Boring Depth, Ft. 3 '2.- a God Elev, Ft: =! 72. G.
Casing Height above ground, Ft: ;2" <n Elev. Top of Casing, Ft. (God Elev +Casing Height): ;:T=J4, '1- "Datum I TEST 1~: MP~4n 2 ?-.Test length: *':f., 5. Test Section Depth (from Datum): From 8eo.G!l:Z To 93. 'S':J II (A) Depth to Water Table From Datum, Ft: I 'f 1 SL. Test Water Te~*p:~ Baro Pressure, psi: 14 *S0 (B) Surface Gage Height. Above Datum, Ft..¢, 5 (/) Depth to Center of Test !nteNal From Datum, Ft: *89*. B4 (C) Distance Water Table to Center of Test Interval Ft. ~ Static water pressure at center;. (C*62.4/144) + Baro ,. 4Go MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) (Po"' 59 1 Test Pressure sequence ;:o 1/3 Po, 2)3 Po, Po, 1/2 Po, P~
. rio Sequence ID: A B C D E Po Values; 1/3 Po =..fdk._; 2/3 Po=~ : 1/2 Po= 3W Add Approprlate Po value to static pressur13 at center of test inteNal C .
Planned Center Pressl!re:
~
TEST NO. Me~41:f '"Psequance No. .. I~ '5 Transducer Readings !'}afore Packers' Inflated: Top* 2 {/J' (.)) 7 . ; Middle 4:::!. ":? + ; Bottom: 4 8 .53 1
~ Transducer Readings Alter Packers Inflated: Top . I 9, 9 9 ; Middle 4-~ A \
1 Bottom: L\ ~~ '2'>(\..
~Jj_. ".t- \1*l'>:.r MP~4\i. *~2..- '5 Grt.?. u (§,LJ c..:;:: c.*
FLOW METER READING, Gallons Middle Time,. FLOW, gpm *Transducer
Surface Gage REMARKS Minutes Reading, psi Pressure, psi lnltfal . Final Difference
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From Preliminary Boring Layout Survey J
.Form Approved for'Use on Clinch River SMR Project- J. A. Tlca, Technical Ll;lad Form Rev 0- Reviewed by S.:Tl {"?,A~ J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-211 of 515
DOUJ3LE PACKER BOREHOLE PERMEABiLITY Ti::ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of2 PROJECT NAME: Cllncl1 River SMR Prolect JOB NO. 6468-13-1072 DATE;?~ (i~/3 Boring No MP **41::'/- Borehole Diameter, ln.:*'3,8 Total Boring Depth, Ft._32..CJ_ * . Gnd l::ie~, Ft: ::; :g 2, t.
Casing Height above ground, Ft:M'? Elev. Top of Casing, Ft. (Gnd Eiev +Casing Height): -17~4,::f "'Datum' TEiST ID; /vtP~41? i:' '2. Test!ength: *j, 5 Test Section Depth (from Datum): FroJ1! B Co Jll5 To 9 3" S '?
(A) Depth to Water Table From Datum, Ft: 1'f, '5G. Test Water Te~*p:~ Baro Pressure, psi: 14 *'5~
(B) Surface Gage Height Above Datum, Ft. ¢, 5 (/) Depth to Center ofTest.lnterval From Datum, Ft: 8;:J*, B4 (C) Distance Water Table to Center of Tesi.lnterval Ft. ~ Static water pressure at center;, (C*62.4/144) + Baro = 4G:.
MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + 0*0.57) [Po"' 5 'S> J Test Pressure sequence:- 113 Po, 213 Po, Po, 1/2 Po, Po
,>f., Sequence ID:
A B C D E .
Po Values: 1/3 Po" R..~ ; 2/3 Po::~; 112 Po,. 3w Add Appropriate P9 value to statio pressure at center of test Interval
. TEST NO, M P-411 :Z.s'Jciuence No, JJ
Planned Center Pressure: *9 C...
Transducer Readings Before Packers* inflated': Top
2J/J' G 7- ; Middle 44, '=? -::f : Bottom: 48*5:3
\\ Transducer Readlnge After Packers Inflated: fop I ':7 'S1CJ; Middle . 4-} A~ Bottom: 4~.~
~ Jj,._
4-- n-n 11 M~~4\i ~2- Sli~UB/J.JCG "!::.:)
FLOW MEIE.R READING, Gallons Middle Time, FLOW, [Jpm Transducer
Surface Gage REMARKS Minutes Reading, psi Pres sure, psi
!nltial Final Difference 1A \ 1i'$ \*~(f) IBZ, ?>3 ~~-.._._ ,.......,.. ............

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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.3-212 of 515
I I
DOUBLE PACKER BOREHOLE PERMEAI31LliY TEST DATA SHEET AMEC ENVIRONMENTAl & INFRASTRUCTURE, INC. Page 1 of 2 I .PROJECT NAME: Cllncb Rlyer' SMR PrQiect JOB _NO. 6468-1 ;li_Ql2. DATE: 7-/ ::f-13 Boring No .v\~-41?- Borehole Dlameter,ln.:*3, 8 Total Boring Depth, Ft. 3 ~G$ Gnd Elev, Ft: ::;-;;;z, (.,
I Casing Height above ground, Ft: z, tf'1 Elev. Top of Casing, F't. (God Elev +Casing Height): :f~4* '"T =Datum TEST 10: MP*4J:7 2?: Z Test length: '::f, S Test Section Depth (from Datum); From 8(o, r.o;> To 9 3. '5 '3 I (A) Depth to Water Table From Datuni, Ft; 1=I-
5C:.. Test Water Te~*p:__I2_ Baro Pressure, psi: 14 *'541 I*
I (B) Surface Gage Height Above Datum, Ft. <!>1 S (/) Depth to Center of Test Interval From Datum, Ft: 8;2*. E'.A (C) Distance Water Table to Center of Test lntervalFt. ~ Statrc water pressure at center;. (C*62.4/144) + Baro "' 4(.,
[Po~ 5 :J J Test Pressure sequen~ := 1/3 Po, 2)3 Po, Po; 1/2 Po, Po I MAXIMUM TEST PRESSURE, Po= ([A+B*1) + C*0,57)
Po Values: 1/3 Po =..:&..!k._; 2/3 Po::~ ; 1/2 Po= 3
,>7.. .
W Sequence !D; A B C D Add Appropriate Po value to *Static pressure at center of test interval E
~EST NO. MP-41? ~:z:..~uence No. *-D Planned Center Pressure: ':f*G:,
Transducer Readings Before Packers* Inflated': Top * & ¢ *G, 1 .; Middle 44. ::r? : Sottom:
~ Transducerf{eadlngs After Packsrs Inflated: Top I 91 ~~; Middle _4.:...~-=..lC-A..!..\.:__.: Bottom:
~ Jj,_ . ":\-- ,.,_ *\) -=t MP-L\\'~ ~c._ s~<!lUi!l-lC.C b CLov-c'rD) .
FLOW METER READING, Gallons Middle Time, Fl.OW,gpm Transducer
Surface Gage REMARKS MiQutes Reading, psi Pressure, psi Initial Final Difference
\L~ I 42.! SIJ \ B0At\ \3 ~A.t\ (/) cb ':t.::O,Lol Z.'S
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I *From Preliminary Boring Layout Survey Il Form Approved for 'usa on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0
R.eviewed by ~
Ii I Clinch River Data Report Rev. 4 CRP--1112.16 Page E.3-213 of 515
DOUBLE PACKER BOREHOLE PERli/IEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL &.INFRASTRUCTURE, INC. Pag~;~1 of 2
i. PROJECT NAME: Clinch RIVerSMR Protect JOB NO. 6468-13-1072 DATE: 7-/ :::;~13 Boring NoM P- 4\ ~ Borehole Diameter, ln.: *3, 8 Total Boring Depth, Ft. 3 '2-CJ Gnd Elev, Ft: ? -:tZ. t..
Casing Height above ground, Ft: z, (l)'j Elev. Top of Casing, Ft. (G,nd Elev +Casing Height): q=74, '1- "'Datum TESTID:MP- 41-:t c'2;- Testlength: *':f., '5. TestSectlonDepth(rromDatum): Frorr\ B6?JLl5 To 93.C;5'?
(A) Depth to Watel' Table From Datum, Ft: I :t, '5G. Test Water Te~'p:.....I2_ Baro Pressure, psi: 14 *'541 (B) Surface Gage Height Above patum, Ft. ¢, S (/) Depth to Center ofT est Interval From Datum, Ft: 8~:}, e.4 (C) Distance Water iabie to Center ofTestinterval Ft. ~&8 Static water pressure at center;. (C*62.4/144) +Bare= 4(,
MAXIMUM T~ST PRESSURE, Po"' ([MB*1J + c*o:57) !Po=-~ Test Pressure sequence:> 1./3 Po, 2/3 Po, Po, 1/2 Po, Po rA Sequence ID: A 8 C 0 E Po Values: 1/3 Po=_£¢._.; 2f3. Po:.*~; 1/2 Po"' 3w Add Appropliate* P~ value to statio pressure at canter of test interval
'g 2.. . ' .
TEST NO, M P-41? Sequence No, E Planned Center Pressure: . ) (2} '5 Transducer Readings Before Packers* Inflated': Top * ,2,(,6 , (o 7 ; Mlddle 4:/.-:? t : Bottom: . 4 8, 53
~ Tra. nsducer Readings After Packers Inflated: .Top I 9 ' 9 c:7 : Middle 4 3A I Bottom: 4'3
9 4
~ J:\.... 1'-n-n '9 MP-L\\i t.~ sG-~ . . . (,tloJ c..c:. 1£ FLOW METER READING, Gallons Middle Time, FlOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi.
Initial . Final Difference 14 :4':1: [D(/l *-- -- - ....... --- '1:!: lS6 /tW l '3'2.S{(J _.
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From Preliminary Boring Layout Survey Form Approved for'Use on Clinch River SMR Project- J. A. Tice, Technical Lead Form Rev 0- Reviewed by '2fL . /1.-(IJft/
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-214 of 515
DOUBLE PACICER BOREHOLE PERMEABILITY TEST DATA SHEET Page2
.. i 1
s . Sbwf Atrh'!-/
BORlNG: ~A P"' 4\ "1- ~ o.ll v~->*e.. ~ I ..e .rts soz., r~*/1 1 /IJ DATE: 3--\3- \ ~
DATA COLLECTED BY: 1-.,...._ \..f... C..cJ.,LL:j' St..:.... C'"l.oo t:>l\~t:>>
SHUT-JN TEST PRESSURE: N f[t ~11- ,.,.,\'!; II' psi TIME, SURFACE GAGE CENTER TRANSDU ~-
minute PRESSURE~ psi PRESS~ .
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ransducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow)'6/12/Z3; 315381JR24039 (intermediate) 6/m~1:~/R20367 (deep) 6/Z0/13; 3153SO/R24038 *(spare) 6!20113__,...-----~--__;..-'--
sui*face Pressure Gage: (Both Wika 213.53) ~ MW~3 (at pump); MW-4 (at totalizer) 6/11/13 _ _ _ __
Barometric Probe: (Baro Troll) 121315/R22669 6}12/13 Flow Mete:r: (Master Meter 1344)- 8S247S8 fiel<l checlred 6/15113 * *ft. ;tE'teM o ;~-~.; 7',</f'/'l!. . L T Z 8 Stop Watch: (Sportline220)..:.L286/2786 6/10113 (5-- I- 1'"3 )
. Date of Calibration: Dates in italics after equipment serial number Calibration due! _Post Testing,_*~.,-,-----
F'tL<S""6 INC.LUOG ALL .s t5~L(£/'-IC6:5:
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EX.CJ::;'L Form Approved for Use on Clinc~'River SMR Pro]ect-J. A. Tice, Technical Lead Form Rev 0- Reviewed by 611 l'vU1U'1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-215 of 515 *
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 Test Date Prepared By Checked By IB-Surtace Gage He1ght (ft) .
197.19 100 IMax Test Pressure (Po) (ps1) 132 1/3 Po (psi) 44 2/3Po (psi) 88 1/2 Po (psi) 66 center 1est lnilat1on Pressures Pressure (psi) (psi)
Sequence A 1/3 144 194 Sequence B 2/3 188 238 Sequence C 1 .0 232 282 Sequence 0 1/2 166 216 Sequence E 1 .0 232 282 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly 13.29 Average Length of Pipe Section 21.12 Length of pipe to TOC 206.80 I.
I Number of Pipe Sections 9.79 length ot sticKup above 1 oc {tt) 4.40 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-216 of 515
Clinch River SMR Project Prepared by: Date: - -fl'-14 4- *-8 til-Double Packer Borehole Permeability Test Data Sheet Checked by: Date:
AME;C E;nvlronment & Infrastructure, Inc. J AMEC project# 6468-13-1072 Boring: MP-417 Zone: Z3 210.5 feet to 218.0 feet below ground surface Transducer Location: Middle Sequence A 1/3 Po Sequence B 2/3 Po) Sequence C (Po)
Elapsed Time - Flow Rate Elapsed Time Flow Rate
Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 10:20:00 0:0 97.03 10:40:30 0.0 144.70 11:04:00 0.0 192.53 10:20:30 0.5 97.02 0 10:41:00 0.5 144.67 4 11:04:30 0.5 192.62 10 10:21:00 1.0 96.99 0 10:41:30 1.0 154.25 6 11:05:00 1.0 192.71 24 10:21:30 1.5 96.94 0 10:42:00 1.5 156.47 6 11:05:30 1.5 204.10 12 10:22:00 2.0 96.91 0 10:42:30 2.0 168.94 14 11:06:00 2.0 210.23 18 10:22:30 2.5 96.89 0 10:43:00 2.5 171 .03 6 11:06:30 2.5 213.27 22 10:23:00 3.0 96.86 4 10:43:30 3.0 173.33 6 11:07:00 3.0 ' 215.61 18 10:23:30 3.5 111.32 16 10:44:00 3.5 174.81 8 11 :07:30 3.5 217.55 20 10:24:00 4.0 148.75 8 10:44:30 4.0 176.73 8 11:08:00 4.0 219.13 18 10:24:30 4.5 154.91 0 10:45:00 4.5 177.25 8 11:08:30 4.5 222.48 26 10:25:00 5.0 151.55 12 10:45:30 5.0 180.50 10 11:09:00 5.0 225.41 22 10:25:30 5.5 150.84 4 10:46:00 5.5 180.30 10 11:09:30 5.5 227.17 24 M 6.0 228.37 22 10:26:00 6.0 151.87 2 10:46:30 181.08 12 11:10:00 10:26:30 6.5 148.88 2 10:47:00 6.5 185.89 12 11:10:30 6.5 228.87 22 229 ..14 __ 26
-10~2?~00 - -- -7, 0 - - -148,8() - - 10:47.;-3 0 - - - -7, 0 - -~-187.73 - - H:-1.1.:00 --~ 7..0 10:27:30 7.5 145.78 2 10:48:00 7.5 189.09 10 11 :11:30 7.5 229.55 22 10:28:00 8.0 *****-* 1.45,76_ .2 10:4.8:30 8.0 189.78 12 11:12:00 8.0 229.54 22 22 *-***
10:28:30 8.5' 1'45;"74 2 10:49:00 8: 5* ------190;46 1£ :-1Q730 8,5 2-29.£9 10:29:00 9.0 145.85 0 10:49:30 9.0 189.93 10 11:13:00 9.0 229.72 26
--- * -* ~ - ..:=1Q:2l);;lQ_ ' - -- '-9 5 ***--**- *145,77 -- ' - 2 10:50:00 -- -- ., - - - - 9.5 -- .. --- -189.6?. --- - -- -- 8 -11:13:30 .. ... -- 9.5 - 229.86 .22 """'"
10:30:00 10.0 143.12 2 10:50:30 10.0 189.68 10 11:14:00 10.0 230.01 26 10:30:30 10.5 142.69 0 10:51:00 10.5 189.60 8 11:14:30 10.5 230.84 26 10:31:00 11.0 142.43 2 10:51:30 11.0 189.58 10 11:15:00 11.0 231 .16 16 10:31:30 11.5 142.37 2 10:52:00 11.5 189.37 10 11:15:30 11.5 231.74 22 10:32:00 12.0 143.12 0 10:52:30 12.0 189.63 8 11:16:00 12.0 231.96 22 10:32:30 12.5 144,58 2 10:53:00 12.5 189.72 10 11:16:30 12.5 232.22 26 10:33:00 13.0 144.79 2 10:53:30 13.0 187.51 6 11:17:00 13.0 232.03 20 '
10:33:30 ' 13.5 144.71 2 10:54:00 13.5 186.67 8 11:17:30 13.5 232.11 24 10:34:00 14.0 144.82 2 10:54:30 14.0 187.51 8 11 :18:00 14.0 232.12 24 10:34:30 14.5 144.92 0 10:55:00 14.5 188.95 10 11:18:30 14.5 232.04 22 10:35:00 15.0 144.77 2 10:55:30 15.0 189.92 10 11:19:00 15.0 232.30 24 10:35:30 15.5 144.81 2 10:56:00 15.5 190.15 10 10:36:00 16.0 144.85 0 10:56:30 16.0 190.32 10 10:36:30 16.5 144.87 2 10:57:00 16.5 190.79 10 10:37:00 17.0 144.86 2 10:57:30 17.0 191.00 8 10:58:00 17.5 191.17 6 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) 11:24:00 0.0 233.20 11:39:30 0.0 166.58 11:24:30 0.5 228.53 -4 11:40:00 0.5 166.40 20 11:25:00 1.0 no reading 11 :40:30 1.0 170.35 22 11 :25:30 1.5 189.62 -24 11:41:00 1.5 192.77 36 11:26:00 2.0 168.28 -44 11:41:30 2.0 208.66 40 11:26:30 2.5 158.84 -18 11:42:00 2.5 218.36 38 11:27:00 3.0 155.24 -14 11:42:30 3.0 225.26 44 11:27:30 3.5 152.70 -8 11:43:00 3.5 230.71 42 11:28:00 4.0 156.35 6 11:43:30 4.0 234.17 42 11:28:30 4.5 167.67 8 11:44:00 4.5 237.32 46 11 :29:00 5.0 173.81 10 11 :44:30 5.0 238.56 32 11:29:30 5.5 170.03 -6 11:45:00 5.5 239.39 32 11:30:00 6.0 160.38 "6 11:45:30 6.0 239.43 34 11:30:30 6.5 157.57 0 11:46:00 6.5 238.92 30 11:31:00 7.0 158.41 2 11:46:30 7.0 239.16 30 11:31:30 7.5 162.22 8 11:47:00 7.5 239.11 24 11:32:00 8.0 164.56 6 11:47:30 8.0 238.62 30 11:32:30 8.5 165.88 4 11 :48:00 8.5 238.23 24 11 :33:00 9.0 166.37 8 11:48:30 9.0 237.74 22 11 :33 :30 9.5 166.56 4 11:49:00 9.5 234.82 22 11:34:00 10.0 166.D7 6 11:49:30 10.0 233.40 22 11:34:30 10.5 166.41 6 11:50:00 10.5 232.85 20 11:35:00 11.0 166.63 6 11:50:30 11.0 '232.31 22 11:35:30 11.5 166.86 6 11:51:00 11.5 232.01 22 11:36:00 12.0 166.89 6 11:51:30 12.0 231 .90 22 11:36:30 12.5 166.82 6 11:52:00 12.5 231 .85 20 11:52:30 13.0 231 .76 28 11 :53:00 13.5 231.87 16 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-217 of 515
MP-417 Zone 3 18 ' ......................................................._ ...........- ....-..........................................................___ .., '"""'"'""""'"""'"'""""""""""'"'"""""""
16 +---------~-----~------------------------------------------------------------------
14 ------------
12 *:------*...:..* - ---------- ... ---~---*---*--*--- .. ----------..*----- ------..---*--*--*------..*-*-*----
110 +-------------~-~--~H-----~-------------------------------------------------
i
~
~
6- ................................ ,.........,..........................................................................______....,.............................. '""'""""""'""'"'""""'""'"""""'""'"""'"'"'"""-**--**--*-*--..-*-*-**-*****-**-*-**-*"""'
,. ______ -~ -~-~1'\T--~
n O o.o*
HM-"P
2.0
.... - * .. ~--- ~.. . - - r 4.0
""'" 1 ...
s.o O H ........ ~OOMOKO ..O - . . . , - _ ..
a.o
v. MM¥KM'"l"'"~..,.-"" Y:. . . -*~"""'l'v. ..,.,Y.,....
1o.o M _ , . , ....
12.0 MOOMO M O... O 14.0 16.0 O_M,_ .,.. __ H '1 1a.o Elapsed tlnlo (minutes)
~-1/3Po Notes; Test pres~uta measurad at 1/a of .tho maxlh1Utn test* p*r11ssut~ (Po), Flow rata. typically tneasurcd ovar a 30'$o.~otullntorval.
MP-417 Zone 3 16 .----------------------------------~----------------------------
4 +-~--------------------------------*---------------------------------
2 - .............................................................__, _____............--------*-***-.... - ......................................................................___...._______ ,_,,_, __...,_, __...._............................................................................_
0 -----------.-------..---- - - --.--------*
0,0 2.0 4.0 6,0 8,0 10.0 12.0 14.0* 16.0 18.0 20,0 Elapsed Time (mlnutos)
--2/3 Po Notes: Test pressure hlellsUI'ed at 2/3 of tho moxlrnum test ptassure (Po), ~low rate typlcnlly measured over a*30 second lnteJVitl, PrElpared by/Date:
Checked by/Date:
k:\A L f'~P-1112.16
/)l.J tfVJZ;...(;(/___~
Clinch River Data Report Rev. 4 Page E.3-218 of 515
MP-417 Zone 3 30 . **--*******-*---*****-***-*--****-*********-*-~-----*~---****--*-***""*---*-*-*****-*****-******---*---***--*-******-*--*-****---*---**--*-****"**** ............................---**--*****- -----**..**--*--***---*--
1~iS ---
l:
~
10 . ....... ----*-*---*--*---************** **---*-*****--******---*-*-*****-*****-****-----*-***-----*----*-----*----*-------*-*----------*------- ----******--*********--*--*-*-------*-*--*--**-*--*-----****** ..-*..********"'"'"*'*****--***--....................................................
5 "*--*-***-----*****'-*---**---****---~------------------------*----~------**---*----*-*---*--*--***------- **-**------*------ - --------
0 ' ....~'"'""' '"'"~~""'"~"'-'"~"'!"~ """M*-*-*-~-~~-~"'-,-~-'"'" " ' "'""'~"'"1"'"' ""'" ''"'"'""")' .-~' ----********"* ,,.. ,~,...__,,.,.,.,,~.,, .,,,,,,,.,,,,,.,,,,,,,.,.T'M""'-"""'"-... ""'"'""',...'"""4**.,..,~.. ,..,.,,_..._,
0,0 2,0 s.o 8,0 10,0 12.0 14,0 16,0 Elapsed Tltna (minutes)
..... "' .... Po Notes: Te~t pressure maasllrad.t:~t tho maximum test Pressura(Po}. r.low r<itll typ(tndiY ttleitsUred' over a 30 SGcQnd nltuml.
---.. *--*~*:--*'*----- ....... _,.,.--- . - --..--*-----------*-**---***--..,......_,.,,_,_.,,.,..,_,______ , __ ~-~--.---*----- - ... -- ------- --~---- - "*~---
MP-417 Zone 3 20 ----*--~~*------**---***-*******---**------**-----*------ ..----*-*-*----------*--*-------***------ ******--**-------------*-----------*-----*- --*---------------**"'--***-**--*****-----***-----------
lO - - - - - -- - - --*-----
0 e-1o +--------------------/ *------------------- -
~
2!
~ *20 +---------------~ -----------------*--------------------------------*----------- ------------
-40 1-----------~~------------------------------------
Elapsed illno (minutes)
--1/2Pa Notos: Test prossttro mensurcd nt 1/2 or the mllxlmum lost*pros~ura (Po}, Flow rota typlck\lly monsured over a 30 'econd lhtetval, Prepared by/Date:---ti __*t\_L_ * -r\.f7T(....,.t1--'-/7'"7lt"-{- , - -
Checked by/Date: --j-T'irJI'-.....,lJ'-1. . . . ~~*~~2-Z/'--'¢.-'--
clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-219 of 515
MP-417Zone 3 50 . - .............._.,,,, _________________, ..,.*.*_ ......._ .. ,,.. ,_,_, __, ..
40 -
35 """'""""""'"'"'""""" .......................................................... _ ............................................................................................................................................................................._,_, __ ,,.................................................................................... .
15 " ~---------~--
10 " ..............................................................., ....................................... " ................................................
5 ................................,_......._, ___, _____,,_,.........................................................__........................................_ ....,......................................___ ,, ........... _.,_............................... ,...._................. _,.,,........-............... - .* --.
o- -*. -********.... . .
~ ~ ~-*--""1"~ ........................ - ..................., ...............................~-**--- .....,.--..........................................~*-***- .... - .............- ................\.........- .......... ~ .......... *-*-**-***~ ........................._ _ ,_,....... ,......................................_._"'
0,0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16,0 Elapsed Tim a (minutes)
Notes: Test presSut'e mea~Hred at the 'maximum test pressure (Po), Flow rate*
typically measured over a SO ~econd Interval.
Prepared by/Date:_...:;:;_:,_~,...:--r'r--r-Checked by/Date: .f' Clinch River Data Report Rev. 4 Page E.3-220 of 515
r DOUBLE PACKER BOREHOLE PSRMEABILITY TEST i AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. 'SHEET DATA Page 1 of2 I.
l'i!lJECT NAME: Qlloch River SMR PrQ!ect JOB NO. p466*1 HQ72 DATE :3 - I ' ::\- ~ I '0 O~g No MP*4~'*t- Borahole Diameter, ln.:.a£... Total Boring Depth, Ft.
I '3'&¢ Gnd Elev, Ft:7Z:i~.(Q
C</ng Height above ground, Ft:~ Elev. Top of Casing, Ft. (Gnd Elev +casing Height):*
~fiA ,*"'"=Datum Tarto:MP*LI.\'3 ':1:..2 Testlength: 'f*5 TestSecllonDept~(frornDatum): From /0\'?...(p To~
(A] Depth to Water Table From Datum, Ft: t ~~ \:;? Test Water Terrip: 8¢"1=; Baro Pressure, psf: t4 .S '-::.
(B) Surface Gage Height Above Datum, Ft.~
Depth to Center of Test lnteNal From Datum, Ft: p\(:p*,1'5 (C] Distance Water Table to Center ofTest lnteNal Ft. ffiiY ) Static water pressure at center== (0"62.4/144) + Baro =
I¢¢ MMMUM TEST PRESSURE, Po"' ([A+B~1] + C*0.5"/) [Po=
Io'& 1 Test Pressure sequence .. 1/3 Po, 213 Po, Po, 1/2 Po.,
. _ Po PO~Iues: 1/3 Po::~; 2/3 Pp::; ~: 1/2 Po=
l.o (,.
Sequence ID: A B Add Appropriate Po value to statio pressure at center of c o r:
test inteNal TES1NO. N\~*4\"\* :Z,'?l Sequence No. -~ Planne d Center Pressure: \44.-
Tranlducer Readings Before Packers Inflated: Top g,<;>,<;Z>4 ; Middle 98. (q I : Bottom: L'P'it. '39 Tran!ilucer Readings After Packers Inflated: Top &~. 4->Z. ; Middle :J~, ~~ Bottom: SIU., (c,"5 N\.'?* A.\."':\ ';£_*~*
St;tG>U~Jo..iC.Gli' A FLOW METER READING, Gallons Tine,
FLOW; gpm Middle MinL!tes Transducer Surface Gage REMARKS Initial Final Reading, psi Pressure, psf Difference tcf.> ~ ~¢t IP/ft ~ "")., Cb ~(/) . ~---~
-- ...... 3-.q, l/}3
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"From Preliminary Boring Layout Survey Form Apprc::,ved for'uss on Clinch RlverSMR Project- J. A. Tlce, Technical Lead Form Rev 0. Reviewed by ?f(.. . t-v//) fr:J.
Clir;~ch River Data Repor t Rev. 4 CRP-1112.16 Page E.3-221 of 515
DOUBLE PACKER BOREHOLE PER.ME!ABIUTY TEST DATA SHEET AM~CENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Q!!ngh River SMR Proiftg! JOB NO. 64§a*13::J 012 DATE:\-\~* p Boring No I'J\f>~4\~ Borehole Diameter, ln.: :~ 1 B Total Boring Depth, Ft. 3 ~C/> Gnd Elev, Ft: '*'T~~. to*
Casing Height above ground, Ft:P..¢'.? Elev. Top of Casing, Ft. (Gnd Elev + Casing Height):\:!'::\ 4 .*~ " Datum TEST ID:Mi'..,*h,\'::l 1':f:.. ":> Test length; ':l-, ~ Test Section Depth (fr*om Datum): From :G \ ~. <.o To 'g-7:,(/), l (A) Depth to Water Table From Datum, Ft: \";'>,\ S Test Water Tem.p:~P Baro Pressure, psi: ...l.~
i I {B) Surface Gage Height Above Datum, Ft. ~ Depth to Center ofTast Interval From Datum, Ft: ;?\~.*~S
,.l*
(C) Distance Water Table to Center of Test Interval rt. .LTI.Z(b Static water pressure at center"' (0*62.4/144) + Baro = \ OOcP MAXIMUM TEST PRESSURE, Po= ([A+B*1) + c*o.57) (Po= I"P 2. J Test Presaure.sequence :" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence 10: A 8 C D E Po Values: 1/3 Po= _M:_; 2/3 Po=~; 1/2 Po= (p (p Add A!)proprlate Po value to static pressure at center of test Interval.
TEST NO.I"\\~ A\~ 'Z:.'""'Sequence No. --'A_,__ Planned Center Pressure: t L\A Transducer Readings Before Packers Inflated; Top !9 Sl *¢4. ; Middle 95, (o \ : Bottom: U/> 2.., '?J 9 Transducer Readings After Packers Inflated: Top 2 e,(, "- ; Middle. 91. Z9 Bottom: 9(, I(.., s M'P-.t\\:l *oz..:~ S E ~ L\<S.IJ C.t: A. (c 0 .....q*> r.:>
FLOW METER READING, Gallons Middle "Time, . FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference VkJ Z/7' (JN.P \'1 (JJ L\,f) \ ":\ [p 4*5 Q) (/J \AS,SS ':o"=' PlfCJ2.!"'ASa- PLow
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From Preliminary Boring Layout Survey I¢~H:4(1) '/3o77<.H-"-- 7d4.vS: - ,'91(.. *z__.
'3~\Z.<<l To.; 7"',ef.lwf 2..$ I ':J':J.
'1.../11/rl Form Appr~ved for'use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by s.fl-- I i
t* Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-222 of 515
DOUBLE P.ACKER BOREHOLE PERMEAEllL.ITY TEST DATA SHEET
. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page *1 of2 PROJECT NAME: Clinch River SMR Prolect JOB NO. 6468-13-1072 DATE:":\--\':~,* Y?.
Boring No 1-t\~*4. \~ Borehole Diameter, ln.:*'?> ,S Total Boring Depti), Ft. :3 'Z>C/> Gnd Eiev, Ft *::r=l'Z., tp *
Casing Height above ground, Ft:.&&_';) Elev. Top of Casing, Ft. (Gnd Elev +Casing Heigh!):::'!"::\ 4,::\ "'.Datum TEST ID:MP~i\\"::J =!:.. ) Test length: i-. s Test Section Depth (from Datum): From .,?.1'2..' (... To r~?-.¢. i (A) Depth to Water Table From Datum, Ft: I ":)I\ c;.) Test Water Tem.p:_..sg L'P Baro Pressure, psi: 14 .r;;*2.
{B) Surface Gage Height Above Datum, Ft. ~¢ Depth to Center afTest Interval From Datum, Ft: Z1 f&. 'qS (C) Distance Water Table to Center ofTestlnterval Ft. ~(J) Static water pressure at center:: (C*62.4/144)
+ Baro = l (/; rJ MAXIMUM TEST PRESSURE, Po;. ([A+B*1] + C*0.57) [Po=- \ *~-z_ I Test P'ressure sequence':' 1/3 Po, 2~3 Po, Po, 1/2 Po, Po
. Sequence ID: A 8 C D E Po Values: 1/3 Po= _M_: 2/3 Po==~: 112 Po= (oG, Add A~prqpriate P9 ~alue to static pressure at center of test Interval TEST NO.M\=l-1.\'\v, 'Z:)S~quence No. 'B Planned Center Pressure: \ Be.
Transducer Readings Before Packers Inflated: Top G9, $4~ . ; Middle '28; ~I : Bottom:
Transducer Readings Attar Packers Inflated*: Top :OS, Co?-; Middle 9--=:t ,2 ~* Bottom:
- ,.,. s E~t..\<S.w.c~ . .
FLOW METER READING, Gallons . Middle
'Tlme, FLOW, gpm Transducer Surface Gage Minutes . Reading, Plli Pressure, psi REMARKS Initial Final Dlfferenee l (tl \ 1.4 ([J\1(/) \4 <PCoS
...... _........ ......... -.. ---- \A£\ ~CJ 1><...
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From Preliminary Boring Layout Survey Form Approved for'use*on Clinch River SMR Project* J. A. Tlce, Technical Lead FormRevO- Reviewedby 5:SZ... rz...{r>/I"J.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-223 of 515
OOUBL.E PACKER BOREHOLE PERMEAI31LITY TEST DATA SHEET AMEC ~NVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllncb River SMR Proleql JOB NO. 6468-1'3-1072 PATE: ::3~ \':":\- \~
sorlng No l-1\f"* 4\':\ Borehole Diameter, ln.::~.S Total Sorlng Depth, Ft. 3~¢ Gnd Elev, Ft: ~
Casing Haight above ground, Ft:.M,'? Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): q~ 4,:\. =Datum I
I TESTID;MP-.t\\3 t...2_ Testlength: i*.S
TestSectlonDepth(fromDatum): From 2-t~.<.e Z?,f#, I
l. To l .1.4 *52 (A) Depth to Water Table From Datum, Ft: \~, \ S Test Water Tem'p:~F Baro Pressure, psf; (B) Surface Gage Height Above Datum, Ft. ..ai-5¢
Depth to Center ofT est lnteNal From Datum, Ft: 2\{;.; 'OS (C) Distance Water Table to Center ofTestlnteNal Ft. 19'1-,'C,tP Statiowaler pressure at center~ (0"62.4/144) ~* Baro = I¢ f./J MAXIMUM TEST PRESSURE, Po= ([A+.B*1J + c*0.57) (Po= \ ~~ I Test I Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence iD: A 8 C D E ..
I Po Values: 1/3 Po ::: ~ : 2/3 Po=~ ; 1/2 Po== * <.e le . Add A!)proprlat e Po ~alue to static pressure at center of test interval I TESTNO.M\"-.I~.\"':1,. 't::Y,equence No. _ _;"f.;...;;;;,'--- Planned Center Pressure: ----'\S~B __
Transducer Readings Before Packers Inflated: Top 2.9 Ji} 4- ; 9 8, <.o I :.
I . Transducer Readings After Packers Inflated: Top z~ ' (., '2..... ;
Middle
'?J.., z9 Bottom: I Qi 2, *;r:>
Middle Bottom: . 9G.' (oS I
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FLOW METER READiNG , Gallons Time, Middle FLOW, gpm Transducer Surface Gage REMARKS
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From Preliminary Boring Layout Survey tt,t?[r:58l'3qJ 73 C"? 7 OM. "'?;ei!/.J $ t:, I (}J 9 dJI (tJJ,1 59~ ~(p .'T::.r 71-e. A tJ f1 *;: Z '5>, S"J
~/'J Form Approved for'use on ?linch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-224 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. . . Page 1 of2 PROJECT NAME: .Ql!n.Qb..Blver SMR Prolect JOB NO. 6468-13-)072 DATE: 3_~1.':\* \~
Baring No ,-....w*~ 4 \~ Borehole Diameter, ln.: *~,a_ Totai Boring Depth, Ft. 32><:/:J Gnd Elev, Ft: '*'f::t'Z.,t,
Casing Height above ground, Ft:,&&.':? Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 17.\ 4 ,:.\. =Datum TEST ID:I-1\P~.t\\1 t 3 Test length: ':t. S . Test Section Depth (from Datum): From 'Z/Z. L. To_2,'2Cf ./
(A) Depth to Water Table From Datum, Ft: I<:;) 1 t <S Test Water Tem.p:~F Baro Pressure, psi: /4,-:;5 *z
. (B) Surface Gage Height Above Datum, Ft. ..f/l..5!IJ Depth to Center of Test Interval From Datum, Ft: *z.ri,,:~s (C) . Distance Water Table to Center ofTest Interval Ft. ~{/ Static water pressure at center= (0*62.4/144) +Bare"' / (t)¢ MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) !Po= t 2 1 Test Pressure.aequence := 1/3 Po, *a 2)3 Po, Po, 112 Po, Po
. ' Sequence ID: A 8 C D E Po Value. s: 1/3 Po= ...1:.1._; 2/3fJa::: ~; 1f2Po::: Go?,. Add Appropriate Po value to static pressure at center of test interval Sift /11 I'J fi) ;_, , * * .
TEST NO.M~ * ':l.\~ c3 Sequence No. C... Ptanned Center Pressure: '10 "?:l ~
~.
. <t~- ";f.-r:H'3 Transducer Readings Before Packers Inflated: Top Z. 9J/)r::'J.. .; Middle . 98,(,,! :* Bottom: I(/) Z, '39 Transducer Readings After Packers Inflated: Top ZtL<P((; ; Middle
97:~':' : Bottom:
Mf->-4\'":\- 'f-1> S E~\..\~IJ CC::. c FLOW METER READING, Gallons Middle
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From Preliminary Boring Layout Survey Fo1m Approved for'Use on Clinch River SMR Project* J. A. Tice, Technical Lead Form Rev 0 - Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-225 of 515
DOUBLE: PACKER BOREHOLE PERME!ABIL.ITY TEST OATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Prolect JOB NO. §468-13*1QZ2 DATE: -=7-- l ':l- t'~
Boring No 'M.e-A\'1- Borehole Diameter, tn.: *'3 ,8 Total Boring Depth, Ft. '37.. 1/ Gnd Elev, F\: '=1'1- '2., &..*
Casing Height above ground, Ft:'z, tR" Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): *::r=JL\,l- =Datum TE;ST 10: 1:1~<"* 6,-\ i- "t.... Test length: ':':{- '? Test Section Depth (from Datum): From ~ ( 2 I(., To '2- zc;, (
(A) Depth to Water Table From Datum, Ft: t 'B ,( "5 Test Water Tem.p: 8 a> "P Baro Pressure, psi: I 4.'5 "l (B) Surface Gage Height Above Datum, Ft. ftJ C:S~ Depth to Center ofTest Interval From Datum, Fl: Zl &,'3S (C) Distance Water Table to Center of Test Interval Ft. J.3Z()J Static water pressure at center"' (0"62.4/1.44) + Baro = I ~(J}
MAXIMUM TEST PRESSURE, Po.; ([A+B*1) + C"0.57) (Po= I "3'2 I Test Pressure sequence;= 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence 10: A 6 C D E Po Values: 1/3 Po= ..A.&._:; 2/3 Po=:~; 112 Po..
LeG.. Add Appropriate Po value to statio pressure at center of test Interval TEST NO.MP-4\'l-'Z'?;, Sequence No. __,C.~-- Planned Center Pressure: :G~ 7..
Transducer Readings Before Packers Inflated: Top R. ~'GOt}- ; Middle <;:~8,(..1 : Bottom:
Transducer Readings After Packers Inflated: Top 2..8,(, ~ ; Middle ~ 1, 2'7 : Bottom:
MP~A\-;-t- . ~~ '5 l!:!Q.. C, (Co~-c'r.;;,')
FLOW METER READING, Gallons Middle Tlrne, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference 1/J/ 13 l"3 (/ \ '9 A\Jl rtJ \~ ?j ':'H l\ z.*z.. 22'?,8!. {'3 (,d /~JC.tZ.Iflo<!.$r:f.
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From Prellmlnary Boring Layout Sutvey Form Approved for'use on Clinch River SMR Project- J. A Tlce, Technical Lead Form Rev 0- Reviewed by SJZ-. I 'l..- 1(1 (o Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-226 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME; Clinch River SMR Pr~ JOB .NO. 6468*13*1072 DATE: >::?* I ' /'3 Boring No MP* 41:1 Borehole Diameter, ln,;:'i),6 Total Boring Depth, Ft. 32-Q? Gnd Elev, Ft: 1 -:~ '2, C..
Casing Height above ground, Ft: z. <b"> Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): '*?1- ~1\, 1- "'Datum TEST ID: hi\\-'* 4\3- "':1:.1 Test length: i**~ TestSectlonDepth(fromDatum): From 49\Z.,,G. To *z,zq:~, I (A) Depth to Water Table From Datum, Ft: I 9,/ 5 Test Water Tem.p:~ Baro Pressure, psi: t 4 .S -z (B) Surface Gage Height Above Datum, Ft. Ja,_ S t; Depth to Center of Test Interval From Datum; Ft: laNe /3 cJ (C) Distance Water Table to Center ofT est Interval Ft. l5£J...LZ(t? Static water pressure at cent~r., (C*62.4/i44) + Baro"' I fdt}
MAXIMUM TEST PRESSURE, Po"' ([A+B"1] + C*Q,67) [Po"' 1*3 *2.. ] 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= _+/-i_.; 2/3\Po.'t. B5 ; 1/2 Po:=: t,c.,.. .Add Appropriate Po value to static pressure at center oftestlntetval
. .. ~(((... ,, rl' TE:ST NO.f'\Y'-L} I "'\ l} Se~uence No, ""D* Plann~d Center Pressure:
I L;l, * . .. .
'fransducar Readings Before Packers Inflated: Top ~ S, <t14- .; Middle 77 8, Lt. I : Bottom: I tP Z., 3 9 TransduoorReadlngsAfterPackers Inflated: Top 2.8,6>'2-; Middle 91, ?-9 : Bottom: '?<D. (..IS
- .. =Gl. '-'-G'-"-1(..10' FLOW METER READING, Gallons Middle .
Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes lniHal Final Difference - Reading, psi Pressure, psi I
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From Preliminary Boring Layout Sutvey Form Approved for'tJse *on. Clinch River SMR Project- J. A. Tlce, Technical Lead Form.Rev b- Reviewed by 7{?-- t-i{ I] }tJ.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-227 of 515
OOUBL.E PACKER BOREHOLE PERMEABILITY TEST DATA SHEEr AMEC ENVIRONMENTAL 8. INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch River SMR l;'rolegt JOB _NO. 6468*13-1072 DATE:..Z.*/9 -1 'J Boring No M P 41 '1-- Borehole Diameter, ln.: *'3 *tl Total Boring Depth, Ft. 3 24£ Gnd Elev, Ft: -;::;-':'/z, r.... ~
Casing Height above ground, Ft: 2 .* ¢ ' Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): "':f::14., 1 =Datum TEST ID: f:.ld'-41'1 ~% Testlength: ~5-
_Test Section Depth (from Datum): From 2/2. C. To 2 'i!~,
(A) Depth to Water Table From Datum, Ft /9, 1'5 Test WaterTemp:_ao.:: Baro Pressure, psi: 14. 5.£._
(B) Surface Gage Height Above D_atum, Ft. ¢, '5<0 Depth to Center ofTest Interval From Datum, Ft: Zltt.,.(J<.;
(C) Distance Water Table to Center of Test interval Ft. I '9::'/, 2(1 Statio water pressure at center= (Cw62.4/144) + Baro = l(/)t.l MAXIMUM TEST PRESSURE, Po::: ([A+B*1] *r 0"'0.57) [Po= I i3 2 1 Test Pressure sequence:" 1/3 Po, 2'l3 Po, Po, 112 Po, Po Sequence ID: A B C D E Po Values: 113 Po"' M_,; 2/3 Po=~; 112 Po= G:,t,. Add Appropriate Po value .to statio pressure at center ofiest fnterval TEST NO.MP""'I1 ;G' 3 Sequence No. --~*p=-~- Planned Center Pressure: __:.I..::(.J)::..l.=.*_ _
TransducerReadlngsBeforePaokerslnflated: Top 2.'f.>,U>LI _;Middle 98,<...! :Bottom: I<JZ,?J9 TransducerReadlngsAfterPackerslnflated~ Top Z8,(oZ.; Middle 9'::'1, ~~: Bottom: <;7(o G;. 5 f.-.1P- 41-=l ~~ V6~tld'Nt::C *o (Coi..J7't;;;.)
FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, pal Pressure, pal Initial Final Difference
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+-..-... I/ :Jl~ 45 *To/" /.-e-1.\.VS .- 321(;,(.
r-----~
From Preliminary Boring Layout Survey Form Approved for*Use on Clinch River SMR Project- J. A. Tlce, Technical Lead FormRevO-Reviewedby'iJZ-- rt--j/1 ftJ.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-228 of 515
OOUI3!..E l'ACKE!R BOREHOLE PE.RMEASILITY tEST DATA SHEET AMEC ENVIRONMENTAL &INFRASTRUCTURE, INC. Pege 1 of 2 PROJECT NAME: ClfnQh RIVt}( SMR ProJect JOBNO. 6468-13-1972 DATE: ':f* I ':7- 13 Boring No/'AP *411" Borehole Diameter, ln.: '3.5 Total Boring Depth, Ft. '3'2. ¢ Gnd Elev, Ft: 3.3:...~
Casing Height above ground, Ft: ;?_,¢") Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): *".f-74, 1--= Datum TESTID;M.P**4*11-* ~3 Testlength: ':f,5 Tes!SectionDepth(fromDatum): From ZIZ, C.. To 'Z.2(1J, I (A) Depth to Water Table From batum, Ft: /9,/5' Test Water Te~p: 8~dp! Baro Pressure, psi: 14 ,c;rz..
(B) Surface Gage Height Above Datum, Ft. .fll* '5ttl Depth to Center ofTast Interval From Datum, Ft: Zl(.. ;, '3 S (C) Distance Water Table to Center of Test Interval r:t. .19'::f,z.fl Statio water pressure at center;. (C*62.4/144) + Baro"' I CPa MAXIMUM TEST PRESSURE, Po., ([A+B"1j + C*0.57) [Po= I '32 j Test Pressure sequence:= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID:
Po Values: 1/3 t>o = 44 ; 2/3 Po=o ~; 1/2 Po= Co G.
A 8 C D Add Appropriate t>o value to static pressure at center of test. Interval E
TE;ST NO. f0P*4 l't i:Osequence No. E Planned Center Pressure: 2.. '32...-
Transducer Readings Before Packers* Inflated: Top * :Z. 9, (/)4
Middle 9 8 .G./ :. Bottom: I t'/J*c., 'Y1 9 Transducer Readings Aller Packers Inflated~ Top Z8, Co Z-; Middle ~":?,;c.~ : Bottom: 9'<'o. ~S MP- 4 1"1- ~.3 :Sfi!i'Q ~t.:!f't->CC f5 FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer
Surface Gage Minutes REMARKS Reading, psi Pressure, psi Initial Final Difference lt \ '?J \) ':j </) r:;l;"':\(/>f...t> -~- .... -- ...... -- l4L.,~B (;,(/)
T:J/F611M
/JJt:..te..i'-tt~-Jir- t="L.ot..o I \ ', 4.*(/J ~ !P(J \ '":\ ':'.\. q)(, . \"q' ~~(..., \tJ . '2..() \tD eo A(J) ~s
\ . 4-~: ":>:tfl \ "':\ ':t.\C. \.;t ":}2.';{. \'\ . '2.,'"Z.... \ ""4..C/J, *:.s \~aJ H'. 4\. '.I.PtP
_........,____ \ ~ "::\.2."1 \ i * ":\1.\:S \13 ~(.. l '~'2..:=J"'l- \ ~(JJ l \'. t\ \ '*lll! \7.} *zc/J
-* \~':\-AS 1(pc;) 6.(/J Zt/)8ri..,l.. \~(/)
-~ \'. 4~: (/)(p \":\ ~~'5 \':). ":184 ~~ '38 2!8.3G . \AS l \ ', L\'G *.~(,A \ "::\ :t~L\ I':\ sa.. z:z. ll-A 22~,2{, ~ 4~
~\', A~\(/)W l l 8{/;& \~ 82.1- Zl L\.'2. z '34?.? J I '51
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\\ > 4~\ IPW 17887 - t *~ 9-ft.l3 \Lo ;)'Z. Z3939 . 14Cj '1?~0<../PlJ.:fr-- 1::L ci.,..)
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\ ~: 4it{/)U l1 9'5/t? - \ '::1 9&.. z. .. I *c._ - ~ .C4 .. 'Z3"'J, f/
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From Preliminary Boring Layout Survey Fcnn Approved for't.Jse on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-229 of 515
DOUBLE PACKEt{ BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. P*age 1 of2 I PROJECT NAME: Clinch River SMR ProJect ';.
JOB.NO. 6468-13"1 072 DATE:'.:f -C:.Z-L3 Boring NoM P~41'1 Borehole 0\ameter, ln.:lifi Total Boring Depth, Ft. *~2. <P Gnd Elev, Ft: ':f-12, f..,
Casing Height above ground, Ft 2, I/J9 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height}: ::z.;.z4a "'Datum TEST JD;MP...LII:::Z 7:. '3 Test length: ::r, '5 Test Section Depth (from Datum): From 212, G To ZE(;PJ /
(A) Depth to Water Table From Datum, Ft: I <?AI S Test WaterTe~*p: 8(!J P Baro Pressure, psi: /4, ::rz 6
(B) Surface Gage Height Above Datum, Ft. ~ Depth to Canter ofT est Interval From Datum, Ft: ;2./itl; 3'5 (C) Distance Water Table to Center of Test Interval Ft. I :9:ti Z Static water pressure at center;, (C*62.4/144) + Baro "' I (L) (/)
MAXIMUM TEST PRESSURE, Po"" (['\+8*1] + c*O.S7) [Po"' 132 ] Test Pressure sequence:- 1/3 Po, 213 Po, Po, 1/2 Po, Po
0-<J* 1-."J.1f*f'3 , Sequence ID: A B C D E Po VaiLtes: 1/3 Po,~; 2/3 Pi>=~; 1/2 Po= G. (, Add Appropriate Po value to static pressure at center of testinterval TEST NO. MP*1H1- ~;>Sequence No. E Planned Center Pressure: . ~ ~ K..
Transducer Readings Before Packers* lntlatecf: Top* Z, ~. (/)4- . ; Middle "e>6,L>I :. Bottom:
Transducer Readings After Packers Inflated: Top 2-8 1 Co'Z.., ; Middle 9'l ~ 'Z.<? * : Bottom:
FLOW METER READING, Gallons Middle Time, FLOW,gpm Transducer
Surface Gage REMARKS Minutes Reading, psi Pressure,.psi Initial Final Difference t\'48~-~IP t 1 '98 'J \ ~ {Q(j](p \~ Z'2.. . Z."?.1,':14 /'3'5 1\:~9'.'{/)/f)
...:....;.._ . t 'D,(/J[p(/J \ \3(t) \ ~ tL 22.. 234.8'2. I '3 '5
\\ *, 4 OJ\':::,t,P \'e>UlH 'ell) 2-z \\ .z.z. z ~ "3.4(/) 1'~4 t \: Sd> ~ (/l£P \'O!PZ"Z.. \ '!)10 '3 2... \tP Z(jJ 2~2.85 t'j 4 ll: 7>£Pt3(fl *tB~ 43
- \I 2..'2.. ID'Z
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\\.~ SU~I.D \6<ll4~ t'iJIP'54 \\ 2_ '2.. z. z, 'Z. t t;J/ I 1, z.
~\ i '7.> \ '. '3(/J l St1>~4 \ &P G>"S \\ 22. 2'31., '?;<fJ I '3 '-'
\\ ~ 5'2. \ !fJ(} 18({)~S \ 'tW ':':7-'5 \d 2(/J 2'31,'3'5 /'32..
\ \' S2..~ lt~ \ 8(/)-::tS' ll)IP 89 \4 Z{j 2. ~~~1la 1'1>~
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73',*77(;1.1 h '"?;.e4V'> 13"?,-oS 111 ~r3lf 7o;o 7-¢:'4.u<. *- 3"5... :.::z<..
-..~ **--
"'From Preliminary Boring Layout Survey Form App.roved for'use on Cllncll River SMR Project~ J. A. Tlce, Technical Lead Form Rev 0 *Reviewed by 5fl. ("7.-{f">/t}
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-230 of 515
DOUBI,E PACiillR BOREHOLE PERMEABILITY TEST DATA SHEET Page 2 *
~1'-s 9,-ee+ A(f}(*.; ~
BORING: ~A \-:1'"' 4\-q. ()... I J .. -2oV)e.- :) (rJ+J DATE: 3- ~ \3 w *~ ~
DATA CQJ.,LECTED llY* To ...... '1-"-e..,,~t..J....{.:s,"-"- ('"l.o'o I::> I~ I< t>
.. ~. rz-fr:do t
SHUT-IN TEST :PRESSURE: u!A- _'Psi wt
(l/ ltJ{f' -
TIMEt SUlU'ACE GAGE CENTERT~
minll1e PRESSURE; psi . PRESS s
... ~
.L l L..6\J
\..A..:::--- ------
.I ",.r
\'!.;::...;--
. . <t~' -=f-':) - 1~ . .
G
\L\R,\~"G ct~ 1*-Z¢*\'3
. EQUIPMENTUSED . ~ 1,..,-- .
TransdllCers: Level Troll700 Se1~ial Numbers: 335896/R24844 (shallow) 6/12113; 315381/R24039 (intermediate) 6/20/13; 1,4{~~flU0367 (deep) 6/20/13; 315380004038 (spare) 6120113
' v- ~-~.---------
(at totalizer) 6/11/13 -------------
c..Hac.K Surfa~e Pressure <;iage: (Both Wika 213_.53 - MW-3 (at pump); MW-4
~ "'/ZO {(..
o/J o'......, Barom.etric Pr...o*J.>e:.. Baro Troll *1213.15/R2266 .. vl2/13 . ,...,
L-1-ftf!C./<!c!'O IS y i..b .
(1'\\
rl)~-"< r*J FlowMeter: (MasterMeter1344)-882A
fieldc ecked6!25/13 012 ::{-!'?-!'.'$
. . l'fY => Stop Watch

(Spot*tJlne 220)..:. L286/2786 6/10!13 ....- PiiELO 13o<'>l< . ..~, /OC:S of Date Calibration: Dates in*italics after equipment serial nmribel'
. /IIGJcl'vt.C)Mcrr G;e Lr<!: S Calibration due: _Post Testin"'----.- -----
("5-I- 1"7;,')
ALL s 6(2~&;:/-./Ce/'5:
l'v\ p- 4\i- (6) ~<;.61 ~:..!>~*It tZ,£P;;.,I(., V-1 -:5!...
\V-.? ~t\.r+ (6) R-* \ZH '?> - en- 17..,(//3,/(.,
t'EXCG:L.
MP-4-li- (I) ~Cb' "5, (/)'f- .- n 1\ ,. "SCoA+ V..J "D l...
tv\ p - 4l'1 z. ) Ct) . R- (,6 \"'~ - (///- .. 11 L lt '5 L. ,4':1 l2XC..E'L.
MP-4\":1 't;, (~) f?., CCI\ '3 - </Ff - I i- I I , t:58 , .<ll8 . '1-J '5 L.
f'A P ~ L\.~ l- z.-~ . U'l\j ~~'>\"3 - f/)1- - 11 I ~<*-~~.{J}f:l EX:Ct:l MP- 4-~'T z~ (LJ ~<DI3- (f)'f-- It l'Z.. lP l, tP3 \!:..)~L
\'-A? - 4\1- c ~* (t.;) R-C.lH?,. ~ {/11* . !'L,cp(.(/Jj SX.<:.eL Form Approved for Use on Clinch 'River SMR Project .:_ J. A. Tice, Technical Le ad Form Rev 0- Reviewed by.-'-._ _ __
Clinch Ri.v er Data Report Rev. 4 CRP-1112.16 Page E.3-231 of 515
PACKER TEST FLOW RATE GRAPHS Boring MP-418A Packer Test Intervals: (below ground surface) (below top of casing)
MP-418A Zone 1: 86.0 feet to 93.5 feet: 87.27 feet to 94.77 feet MP-418A Zone 2: 139.0 feet to 148.5 feet: 140.27 feet to 147.77 feet MP-418A Zone 3: 240.0 feet to 247.5 feet: 241.27 feet to 248.77 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.
ame Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-232 of 515
FIF No. 26847*601*KOI*CY00*00016 BECHTEL POWER CORF>ORATION
. Project No. 25847 Clinch River CPA Project.. Site SLtb!iiurface lnvestigati.on FIELD INSTRUCTION FORM Specification Section; 5.3.7.2 Packer Testing in MP 418A Field Instruction: The following are the three (3) depth zones In which packer testing will be eonducled In borehole MP 418A:
Zone 1: *aa.o to 93.5 feet below land surface. (Tolerance+/~ 0..5 feet)
Zone 2: 139.0 to 148.5 feet below land surface. (Toleranc~ +I~ 0. 5 feet)
Co.Mr.>t..G"r(JotZone 3: 240.0 to 247.5 ftllet below land .surface. (Tolerance *i*/- o ..5 feet) . 7 f?...;/l">
1~ zrt> -n * ..(~-- ittt 'I
q_"J~. Th$ desired pressure ran~li.ls th~t will be tested fn e.ach of the iHJdr zones are.based on the
calculation of the test pressures as provided in AMEC Project Procedure C~P-3 ... r.!lack.ar Pressure resting In Boreholes, A<<aehment 8 (Bechtel Power lnfoWorks 2584J-601~V14*CYOO~ .
00018.. 006) or latest revision at time of te,sting. The test pressures will be det~rmlned just before the oomm~H'Joement of the tf)Sf$ by measuring the water level at the start of test Sasis:/Justtfioation 'for Instruction:
The depths of the abOve r.ones were s~lected based on fracture zones identified from DRAFT geologic core lo.gs, ROD antlllysi$ and from ihe acoustic televiewer logs. The bottom depth for pa~ksr testing Is limltad to ii.ippmxlrnat(<)ly 250 feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet The justification of the pre~ssura
. ranges that will *ba tested will be basad on AMEC Project Procedure CRP~3 - Packer Pr$ssure
. Testing In S.orahole$,.Attachment B (Bechtel Power lnfoWorkS 2584(.. 601~V14-CYOQ-00018.:.
OOG) or latest mvislon attlrrte. of testing.
Prepared By: _1~~~.~::Name . ~ ~~M-~ ~ !jf_;.( ~...... "**-
SiQn.~t re Reviewed By:;_;~ ~-*** ~~~]e;~L!\Nl~. ,g_.~ ---r-£/;__.v/.
Approved By: ~-;l~.**l.!ftt.a~F:.::r.itJ.&![ ;. ~d:f.d........,......._.--i'""""'i.....,.,..
Name .JI':(#: t4Aclt (sri)e Section 1.:'1 for further lnalrtJcUons)
Received By AMEC ..
Site Mgr or Proj Mgr: _ _S,._GL,,..:.u:.et:~ 1tt_,
Name 2013 BecfJtel Pow&r Corporatltm. Contains Contflllctor Confidential lnfonnatfon.
PAGE f OF 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-233 of 515
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 Test Date Prepared By Checked By 40.94 32 JMax Test Pressure (Po) (ps1) 75 1/3 Po (psi) 25 2/3 Po (psi) 50 1/2 Po (psi) 38 Genter lest Inflation Pressures Pressure (psi) (psi)
Sequence A 1/3 57 107 Sequence B 2/3 82 132 Sequence C 1.0 107 157 SequenceD 1/2 70 120 Sequence E 1.0 107 157 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly 13.29 Average Length of Pipe Section 21.12 Length of pipe to TOC 81.48 Number of Pipe Sections 3.86 ength of stickup above 1 Ut..; {rt) 3.00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-234 of 515
4--9-/4-Clinch River SMR Project Double Packer- Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
Prepared by:
Checked by: JB.J.-
C'D'T Date:
Date: 4--'l.f$ - (d-AMEC Project# 6468-13-1072 Boring: MP-418A Zone: Z1 86.0 feet to 93.5 feet below ground surface Transducer Location: Middle Sequence A 1/3 Po) Sequence B (2/3 Po) Sequence C (Po)
Elapsed Time Flow Rate Elapsed Time Flow Rate Elapsed Time Flow Rate Time ( minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 10:58:30 0.0 30.82 11:08:00 0.0 61.41 11 :36:30 0.0 32.36 10:59:00 0.5 37.61 12 11:08:30 0.5 67.92 20 11 :37:00 0.5 65.60 64 10:59:30 1.0 64.46 18 11:09:00 1.0 67.97 8 11:37:30 1.0 87.30 84 11:00:00 1.5 67.45 14 11:09:30 1.5 72.54 20 11 :38;00 1.5 no reading 11:00:30 2.0 63.12 0 11:10:00 2.0 72.93 22 11 :38:30 2.0 87.98 90 11:01 :00 2.5 64.15 30 11:10:30 2.5 77.10 28 11:39:00 2,5 no reading 11:01:30 3.0 62.91 10 11:11:00 3.0 75.17 26 11:39:30 3.0 88.27 70 11:02:00 3.5 60.99 14 11:11:30 3.5 75.18 30 11:40:00 3.5 86.96 80 11:02:30 4.0 60.70 12 11:12:00 4.0 75.64 36 11:40:30 4.0 87.25 80 11:03:00 4.5 60.69 10 11:12:30 4.5 76.53 36 11:41:00 4.5 85.78 80 11:03:30 5.0 60.87 14 11:13:00 5.0 78.87 32 11:41:30 5.0 86.16 80 11:04:00 5.5 60.59 14 11:13:30 5.5 79.78 36 11:42:00 5.5 84.51 80 11:04:30 6.0 60.97 10 11:14:00 6.0 76.06 40 11:42-:30 6.0 84.33 80 11:05:00 6.5 60.58 12 11:14:30 6.5 78.27 46 11:43:00 6.5 84.66 80
_ _ ,_50 __ [,0
-- ~ -~- *---1-1:05:30 -"--- -~~'1.0 -*-----60.49 -------1A - 11:15:00 --~---7.. 0 - - -Z6.35 ..1.1:43:30 83.63 .80.
11 :15:30 7.5 76.32 44 11:44:00 7.5 83.44 80 11:16:00 8.0 79.68 50 11:44:30 8.0 83.28 80 80 8,5 84.29 --------60 1-1, 46!00 8,5 83.28
~--**
H:-16:30 11:17:00 9.0 80.50 60 11:45:30 9.0 83.33 80

***-* *------*--* - - -- **- * **- *----- **- ** *- - -* . -- - 11 :17:30 -~~ - .. 9.5 ... *--

79.84 .. . -- 50 .. ...1 .1 :46:00 . ........... ... ... 9.5 -* - 82.90 .. 84 -
11:18:00 10.0 79 .98 56 1:46:30 10.0 82.31 80 11:18:30 10.5 79.59 54 11:47:00 10.5 81.67 86 11:19:00 11.0 79.00 70 11:47:30 11.0 81.36 ,72 11:19:30 11.5 86.40 46 11:48:00 11.5 82.91 82 11:20:00 12.0 85.03 64 11:48:30 12.0 82.61 78 11:20:30 12.5 83.34 60 11:49:00 12.5 81.93 78 11:21:00 13.0 82.38 64 11:49:30 13.0 81.78 80 11:21:30 13.5 82.32 62 11:50:00 13.5 81.43 80 11:22:00 14.0 82.06 70 11:50:30 14.0 80.87 80 11:22:30 14.5 80.73 no reading 11:23:00 15.0 80.48 57 11:23:30 15.5 79.94 64 11:24:00 16.0 80.15 66 11:24:30 16.5 79.61 60 Se uence D 1/2 Po) Sequence E (Po)
Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 12:15:3'0 0.0 33.31 12:43:30 0.0 32.75 12:16:00 0.5 46.90 80 12:44:00 0.5 69.21 120 12:16:30 1.0 54.75 68 12:44:30 1.0 74.96 60 12:17:00 1.5 55.25 40 12:45:00 1.5 74.90 80 12:17:30 2.0 57.08 30 12:45:30 2.0 76.01 80 12:18:00 2.5 58.32 58 12:46:00 2.5 76.60 80 12:18:30 3.0 58.75 56 12:46:30 3.0 76.64 80 12:19.:00 3.5 62.06 58 12:47:00 3.5 77.04 80 12:19;30 4.0 63.92 62 12:47:30 4 .0 76.85 82 12:20:00 4.6 64.63 64 12:48:00 4.5 77.41 76 12:20:30 5.0 66.24 64 12:48:30 5 .0 77.84 60 12:21:00 5.5 67.50 42 12:49:00 5 .5 77.72 76 12:21:30 6.0 69.36 94 12:49:30 6.0 78.22 104 12:22:00 6.5 69.39 70 12:50:00 6.5 77.86 80 12.: 22:30 7.0 70.13 70 12:50:30 7.0 77.60 80 12:23:00 7.6 69.98 50 12:51:00 7.5 77.60 86 12:23:30 8.0 70.12 84 12:51:30 8.0 77.38 74 12:24:00 8.5 70.22 66 12:52:00 8.5 77.61 84 12:24:30 9.0 70.13 66 12:52:30 9.0 77.36 76 12:25:00 9.5 70.10 74 12:53:00 9.5 75.33 80 12:53:30 10.0 77.26 80 12:54:00 10.5 77.46 70 12:54:30 11.0 77.32 70 12:55:00 11 .5 77.25 80 12:55:30 12.0 77.22 80 12:56:00 12.5 77.33 . 80 12:56:30 13.0 77 .30 74 12:57:00 13.5 77.80 86 12:57:30 14.0 77.80 80 12:58:00 14.5 77.47 74 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-235 of 515
MP*418A Zone 1 35 " .................................................................................. _ ...... _______,_____,_, __,_______ ......,_ _ _ ,___,__ ,__ ,_,_.*._ ..,..........................,... ,,_____ ,.,_.. ,_ .. ___,.,......- ..............,_ .... _ .._
30 25 +-----*
e2o
~
+--------------------------r----r----------------------------------------------------------
~;:
~ 15 *****-*****-*--********"******--****-******-'----****--*-*-***-*-*:.., _______ ,................. __ ,.... ~--- ..-*. **---*..***"'"'__,_,___ ..... __. _____ ,_,,_,,,,,, ...........
10 0 +----------,---------
o.o 1.0 2.0 3.0 4,0 5,0 6.0 7.0 8.0 Elapsad Tlma (mlhutas)
-1/3Po Notest Test pressure apptoxlmtltely i/3 o( tha ri1aXInlUm test pt'Qssure (Po),
Flow (ate typically mea.sured*over a iiO $acond lhtervaJ.
MP*418A Zone 1 70 "...............- .....__,___, ...,.............................................. _,_,_,, _____,.,,,_,__,__..........-",_"""""-*-****-** ***---- ......._. __,,..................................... *---------*"""'""-"'""'"""'-'"'-""--"
60, - - - * - - * - - - - - - - - - - - - - - - -
1
~ 40 +-----
~
ti:
30 .... _________,__ ,.,, ...................... _________, _ _ .. ________________________._________________ *-*-***-----------~--
l.O * ........... - .....,,,_,_ __ ,............ - ...- -.......... ,..................... _ ............_, ......................................... - ................ - ........................- ............................................. * ---**-*-*** *-*---*---..-****
0 . ****-*-*-*"'~""""'"'"'-'""~"""'""""' " '- .... 1""..'"'"'~'" '" "'"'""'""" ..'1"-'"'"'... '"""' ''"'""")'"'~*~ ........ "'""'""'""1"~~**~*~ ........~ ....... ~ .. ~ ** ~ ... ~.1"""""' '""'"""'~"~-********"'T'"" -'w""""'""~'"".,'[
0.0 2.0 4,0 6.0 a.o 10,0 12.0 14,0 l.6.0 18.0 Ela!)sedl'lmo (mln\ltes)
-2/3Po Notcu :rest prassmo opproxlmntGiy 2/l of the 1\laxlmum tost rmmure (Po), Flow rato lVJllcally tna11s11rod ovor 11 30 second ltttervnl,
. =---'-lf--~-~ /,t-llf--r-9/Sj..,J 7 Prepared by/Date:_=K=li'-'-:L" Checked by/Date: 'be/'jt--*
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-236 of 515
MP-418A Zone 1 90 ~---~
80 +--..........,/---- --.,...------...--.........-~7-/
70 . *-**"""""'""'.................................... * *-**------*-------*-**-- *-** **--"""--*-*-**--**-***- ***- -*------*-**-..--..*---*-*--..**---*----*..-*****- ..*--*-*---*-
60 ..............................................................................................._ ............................................................................................................................................................................................................................................................................. .
40 **~-----------------------
20 "..............................................................................................................................................................................................................
10 +---------------------------------~-----------------------------------------------
EloP,sad Time (minutes)
... ,......... po Notes-~ Test pressure a~p roxfmata!y at t11e maximum test pressure.(Po), !=low

*--*- -- --.,..__,_________. . . . . ________, --H--.*~*-- *--- --*-----

rate typlc11lly measurad over a 30' Sl!cond lntt~rval.
--~, __ a__,.._._;..,
MP-418A Zone 1 1:: .1._.,_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .....:................-.._..,____............-............. -... . - ....._. .,. . . . -.. . . . . .. ". '"'"""""' "'""'""'""""' . . . . . . . . . ,.. . . . .. ... . . . . . . . .
80 .. " ..... " " ' \ " ________ ................. -* .........._ .... --""'" -- *- "' ...... - ............. - -**- " .... - * ---- **- - - - --- ........ - . " ...... ....... - ...... " . -**-- - - --****-*** ------
70 */----~------
40 *' ............................................................................... .................. ,_ .. ,..................................................................................................................................................................................................................................................................
30 ------*------'1-- ------------------ -------- ------ *------------ -----
20 **+------~----*----- *- ---------*---
10 " *--..- -.. - -........ _ ..._, _ _____, .......... ~.......... -----*---- -----*--- - - - - -- -- - - -----**** **-----*-* - ---*--*-----*
0 * .............................,..,,_,,1"'" ,.,_,, ...........,H........r***** "' *'"'ft" " '""~*** ~--** ****"* *- ******""Y """' ~* ~............... ~~*~""l~..... ,,.......,_,,,,.,,,.,,,~,.,..,,r ...***~.. * ~****-* ~* .................r~*'"'"'""-""" ~*~ ..... ~ .*.* ,,, *. ,, ...... _... ,................,..._ ., __.....................~.1 0.0 1,0 2;0 3,0 4.0 s.o 6,0 7.0 8.0 9,0 10.0 Elopsed Time (minutes)
-*-1/?.Po Notes: Te~t ~ressure O!Jproxlrnntely 1/2*Qf thQ mnxhnum test pressure (Po), Flow rllte typically llHlnsured over n SO secol\d lntorvnl,

*-------~

Prepared by/Date:_~r.......: 't"'..:...:L:;.-A:;g.,,--~-1/~(..c...,l~r---r--:-1(/_,.,......
Checked by/Date: fjt'£d-*'lL.v/t'.P...
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-237 of 515
~ --
..: ~ ~ ""'""""'""'"'"'"'""'~'"'"""'"'" ...............................,..._................... ...............,,............................... ,, ................................. _,,,......................................... ,...... ""'"'
~;,,,
MP~418A Zone 1 140 - - - - - - - - - - - - - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - - -..----------*------*-----~-----*
120 . '"""'" - - - - - * - -*---*--*----..-*-*--***"-""""-"""'"'"'-""'"""""'"'""'________,_._. ________ ,,. _ __ , ____ ............. - .......... ~........ ----*--................ - ...
100 """""""'" ______________..__ ,______ .., ..................................... --*--""'"""""'""-*---*-*-**--**-"'" "'""""'"'"""'"""-*--- ....... - ..................................................., _ _
1
~.
~ Go ** .................... ............................................................................................................- ...........................................................................~..................................................................................................................
20..j-----~~--------------------
+-------r-------,--------*-r------r-----~-------~------.-----~
o.o 2.0 4.0 6,0 8.0 10.0 12.0 14.0 16.0 Elapsed Time (minutes)
-Po Notos: rest prouure a~proxlmately at. the maxlmuhl tost prossura (Po),
FlOW rata typically rMa$Ured ov~r a ao second ln'terval, Prepared by/Date:--"'t"""H'--L~.rhfl{-=-+{t(-rl/:,11_*~
Checked by/Date: ---9-7-i~""'* - _.r-z"""/"""J.;,"'""/4-1=:4=-
""'0:::..
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-238 of 515
DOUBLE PACKER BOR!:HOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PRC?JECT NAME: Clinch River SMR ProJect JOB )'10. 6468*13-1072 DATE: '=t'- '?.,., \ ~ /'3 Borlng No 1.':6?- 4\tsA. Borehole Diameter, ln.:3. !. Total Boring Depth, Ft. '3e (Ll Gnd Elev, Ft: ~
Casing Height above ground, Ft: /. Z 7-
Elev, Top of Casing, l"'t. (Gnd !::lev+ Casing Helght):,8 I '2. ~ 'SJ: "'Datum
. ~I
. TEST 10: N\V'
4\??l?s Test length: 1-, S Test Sectl~n Depth (from Datum); From 8 9, R- '1 To 94, 3 ?i (A) Depth to Water Table from Datum, Ft: 5¢* (/)S TestW~terTem'p:~ Bar.o Pressure, p$t 4_,'y r2-¢.~9"C)
\J I;L.L \l/1\T~R 'T<01-<1~ <>p.. ;a * \'
~ !. 0 *z ~ *
':/.-(/)
(B) Surface Gage Height A)love Datum, Ft. I *'5Q') Depth to Center ofTest Interval From Dat.um, Ft "r 7:.\~ I""S
_ _ _ ,(Q) Distance Water'Iable..to...C.enter_aUesU1.1tewal-~t~- Statlcwatar-pressiJre~t-ooAte~*(G!'6>274/-t44-)-+-Bero--~ 1 MAXIMUM TEST PRESSURE, Po"' ({A+B*t] + c*o.57) [Po= ';:\S 1 Test Pressure sequence ;o 1/3 Po, 273 Po, Po, 1/2 Po, Po
, . *
Sequent<) lD; A B C D E
_2o_\Lal_ue!i:_1/3_F:o_., ~; 213 Po::__ ~@ :- .1/2 Pocu _'?.,_'Q _ Add Appropr1ate.\?o value to statio pressure at.center of teat.lnte!Val TEST NO. MP-4t'P~~quenoo No. A Planned Center Pressur~: S '-=1 .
Transqucer Readings Before Packers Inflated; Top 'G C2), CO¢,; Middle ;, \, -oa, :: Bottom: *~s, t~
Transducer Readings After Packers Inflated: Top 2.(/) 1 ~C/l; Middle ;) @, B <:1: Bottom: i!f 3S,4(.. .
<2~ . -=! ~ll - t3 '
M P~ 4-lBA . _c S e.s>u =/-..ICC? A FLOW METER READING, Gallons Middle
'Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi
Pressure, psi Initial Final Difference 111>1 '5e\3& I 8 B':l8 .... --- -- ..... (j)
['los&tf..l 1\1 ~";';)~ (/)(/) t E)t:)'2l6 \8 '9~~ (..;, r't.
j~J3"Z..
'5 *:t (., \ Z\
.../f..)c/?PAScr -
!=Lo<....l tc/l' ":)Cj\'3(/1 \ 'C~ {j) L\- U3 '?\~ ':l \8 L>L.\ ,I.\(., 1?:>
14,\ (/)(j)\ tP~ \f}~\~ l_S 9'l(f) ":\- \i\ <.o'1 ,A5 13 "D fl£Ui!..& As G- Po:.>,;.
~
~\ (/)fP\ :!,ttl \ 'Ol'7Z~ n3 9ZrJJ <.b rJ> te.1> \'2,_ <£':,
\~~
~ ~ C/J\ \rN \ BCJZ(/.1 t i2J 9'3S IS ":J$ *0:>A.v:s "1-
~~; <P\ \ "3¢ \ BS>?Js l~ ~6..(/) - s \lO G2.,9'\
i-* t::> ;:::
( "0 &'Cit@4Str)_
/Z" 0 f...->
\,\,\ $2,\~IJ_ \ 59L\({.l \~~A'"\ \A ' G:i4'J, '9~ 15 '
""'~ . ~(/), '111J_ 5 9'53 \"2._
H~ ¢"Z-\3(j) ~8~\- ~B '
\ \ ', 1/)'?:,\1/JIP \ '3 'JS'~ te, ":) <5'0 s 'l \l) &,(/),&9 5 n\ ~*'f>\3,{/) \~S~R I~ <:::><..>5
- \~ lA &,@,8'1 s l \ ~ (/)AVfJIF . vErr.o~.£>S lfr_9:rz. 1- \A (g cp,r;; <!) '
s ..
s
\\ ' I ~4~*3'¢ .. . T'Q~?'\--z.. ~?.) 0~-::f s \"(/) . ' . * **- C:, ¢, <:>7 l\ ' W'i>\ !PIP \ 'BSJ1.:t- t6 c;}B~ ~ \'"L G:.dJ,%5 5
\\ ~ <25~13 q \. ~~')'?;. tB 9 9C/J i- \A G $,.tl9 5 ENo H I (/)&, la> '7
~Bcrr"t"o '\ 7/eA~->'> .. '3 <5, %(1)
I\ ',fb<p \LVL ToP 7£_c;,f.J5 2¢., 8&?
"'From Preliminary Boring Layout Survey A PPteo x r Ml.iycsL y I (/J() Gtt\L.5 ;:::£oM T&:-1 7 /;<..//.\. 7 e: IZ 7A ;U J<
Form Approved tor'Use on Clinch River SMR Project- J. A. T\ce, Technical Lead Form Rev 0 - Reviewed by SJ"L-. (l. PGff J -
Clinch River Data Report Rev. 4 CRP-1112.1~
Page E.3-239 of 515
b0Ul3LE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PR(?JECT NAME: Clinch River SMR Protect JOB ,NO. 646B-13-j072 DATE: '-1 -Z- \ *~ l j Boring NoM!'~ A~&~ Borehole Dia!'rleter, tn.:3.8 Total Boring Depth, Ft. '3e<b Gnd Elev,H:.a.J J&
Casing Height above ground, Fe/. 2 ']- ' EJev. Top of Casing, Ft. (Gnd Elev +Casing Height):$ t':Z,~* 81: =Datum
. . ~~ . *. . .
. TEST IO:IY\?~ 4\S/~ Test length: -....::L~ Test Section Depth.(from Datum): From 89, Z.'t To 94,31__
(A) Df.lpth to Water Table From Datum,. Ft: 5~* S Test W~tefTem'p:~ Baro Pressure! pst:_ l 4~ (?-,¢,5:1*"(~
. \JaLLV-IA.Tetl.TorH-1~ 'l(/)"P. 2.<1), .
(B) Surface Gage HelghtApove Datum, Ft. !. '50 Depth to CenterofTest Interval From Datum, Ft: *9 LQ)Z ~*
_ _ _ _ _(Q), OlstanceWaterTab.la.to...C.e.t.lt.er_oLT.e.sUnter:v.alJ;:t.
. . "~-- "l.. \~ n
..Aflk.~statlowateF-pressure-at-eenter-:- (se&2o4/-'1-44~&aro~ !
MAXIMUM TEST PRESSURE, Po= (rA+B*1J + c*o.57) [Po"'
=kcS J Test Pressure sequence:" 1/3 Po, 213 PCI, Po, 1/2 Po, Po

Sequence 10: A 8 C D E
___ P_~V~Iu~s~ _"fl3_~o: . ~{-:- 2/~ ~o_== ~ ;_ 113 f'o:r ?1'2> ~~d~J?PfQJlr!.~~ P~-~~~ to ~ta.!!_c_pref~ure<~t ~Dt~r_Qfle_~t lnlerval _ _ _ .
TEST NO. MP- 4\*Bt.. Sequenca No, B Planned Center Pressure: 8 2'..
. Trans(jucer Readings Before Packers Inflated: Top R.> <2), CO 9),'; Middle o \, '0?..., :' Bottom: ~S,\9 Transdueer Readings After Packers Inflated: Top 2.C/J ,/..o(/),; Middle 5tf>, 8 ':1': Bottom: ~ 3S,4<.. .
<t;~ . -=r ~v ~ t 3
M P- 418A * 'Z. Se~u""i-.JC<!? B FLOW METER READING, Gallcns Middle
'Time, FLOW,gpm Transducer Surface Gage Minutes REMARKS Reading, psi
Pressure, psi
. Initial Anal Difference t\\ (})8t (/)lj 1<;;> <D z~ *---- -- - .... --~
{,./,4\ 5'
'Be;. edl-l
. I l.JctZ.G A.*U;
.. .f?~.-., t..J*
\\'. ¢'3~3"' I CJ 0Z3 \ C)rP "33 \(/) 'Z_qJ . &'1-,9'2- f$
\..\:' fPCJ ~ IP cP t~~~s t~~ *~t IJ. g G:.~'?1- LLl-
l F. ( I ,VC<<.>ffMd l.!!!t..e> *t.. )
\ .
I\\ (/;9~ ;;.t!J \ l?(b -~..,_. tC:)qJ 41- \ (/) . z_<{J ':i-2,54 2/
~ \', . H~1W4' \904~* t9~ '5!$ t\ '2-.7.., *-::tZ*~"'$ Z.( .IF.
H\ Lun ~f.P
V9fi'S71 \ ~,p ':f-2 \A- Z-<a . 'qi~ I (f) 2,(.,
\\\ l\ I t/J({J \ '?(l) ':.\-"t- t~(D 8s \'~ Z.<,;, :-f~ . t*::,. Z(., v-~
\\\ t\\s£P * \ c.;,0S"; '3-cp
/'
\9 \ $(/) \c:,) ~S.t8 -~~ '
\ \ ', \. "Z~\ r.PCI ..
\C?\{J)(J) \~ ~ \9 \8 "3(, *1S.(.,L\ ;c. Cj . lr-
\' ~ I "Z.. \:3<t> \S)\\R \.'~* t1Jr.> \B. 3G:. 1:0.,.53 3(o
t' \ i~'.qJ(Ll \ '-?> \.":\(..., \9_t '52 \ (o ~'Z.. "=r8.B'1 *~s II:;;!
I\\ \i'i 3ll' * \~\.S'L \_S) \3JP \B '"$(., "q- ':> ;:t-~ . 5<3
'l \ ~ l'4\~(/) ""\'t:~\~<D '\1:.) \9(b ..... " z.cP . 4<t>
1/Z.
~ ~* R
~* *
"'fG:. (pta 3'$
II: \ l\ *~a. \~\g(/J l~ Zl) 2'3 4(, i'O\L 4(Jl II ', \ !:)"2.\~
c:
17} !P(JI Vi Z'3B ~,
~ -~ s~ --q.G>,"'SS ~9 IP.
It\ \<?\VP \ cyz:.3'6 t<l) Z~(/J ~'Ri AA "-:ff.o ,'3_Z 45 IP 1\ I \L>\ C/JI.P \<:?>ZG. (,1> ttr ZB_? ~s S((J '
':].~,(c8 S'S sw
'7:,()
ll ~ IL:. t'?1_1) l~Z85 \'J "3\(/) ~s <a \,'2 :>
From Preliminary Boring Layout Su!Vey sJ1'* I""{ I'~ ((1 Fo1111 Approved for'use on Clinch River SMR Proieot- J. A. Tl~, Technical Lead Form Reyo- Reviewed by Clinch.River Data Report Rev. 4 CRP-1112.16*
Page E.3-240 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST bAT A SHEET AME:C ENVIRONMENTAL & INFRASTRUCTURE, lNC. .Page 1 of2 PRO.JECT NAME: Clinch R!vee"SMR Prolegt JOB.)1l0. 6468-13-1072 DATE: ;t -?-. \ ~ l3 Boring NoMf~ 4\~1:1. Borehole Diameter, tn.:2.&., Total Boring Depth, Ft. ;se¢ GndEiev,ft:~
Casing Height qbova ground, Ft: /. Z.7- ' E!ev. Top of Casing, Ft. (God Elev +Casing Height):8l '2. ~ '63- =Datum
' ';61
. TEST IO:bA?~ 4Vo/)..; , Test length: 3,t:S Test Sectf~n Depth (from Datum}: From 8 'i, i2. 9 To *94,31 .
(A) Depth to Water Table From Datum, Ft: s~. (Z)S lestWqte(fem'p:_B..~ Baro Pressure, pst l A~ . . . . ~~¢.~'3"C:)
'vJet..L. lt-lc..-rtrR. TS'/-<1~ ~ op. 2/P,
____..- \'
(B) Surface Gage Height A.bove Datum, Ft. 1. '5Q')
Depth to Center of Test lnteNal From Datum, Ft: *9 I *0 2 ~ *
' . ' "!-"~ \~ ('}
_ _ _(Q). Distance Water TalllilJP....C~nter_oUeslitJter:vau;:t,~Stat!~wateF-pressur-e*al-ooAter=
-(~6Q;4f-1 -44)+Baro~~ % .J
'MAXIMUM TE$T PRESSURE, Po= 0:A+B.11 + c*0.67) [Po= ~S 1 Test Press~e sequence:= 1/3 Po, 2J3 Po, Po, 1j2 Po, Po
. . . * .
Sequence lD: A .. 8 C Po Values: if3 Po" ~'5
2/3 Po=~; 1/2 Po=- 3 '6 D E Add Appropriate Po value to statlcpres_syre~t -~nt~roftestliJ!.e[llal __
-~* * -~~- - -- -- **-*~\ *- - - -- - *- -- -- ~~ *- . . - -* -****- - -- -- ** ,- - ..
TEST NO. ,lAP~ 41'6.t>; Sequence No. Jo Planned Center Pressure: $ *z.
TranscjucerReadlogs Before Packers Inflated: Top f;Ji2),C:O¢ . ; Middle :,\, o'<<.., :' Bottom: . ~S,l~
Transducer Readings After Packers Inflated: Top ?..C/J, ~(/); Middle. *'?> @, 8 <::1': Bottom: p 3S,4<.o C?.~ ' -=r -ZJ -I 3 MP~*+/-LElA * 'Z Se ~-u t=> J.-LCG ( Co.~->7 'o )
FLOW METER READING, GaUons Middle Time, FLOW,gpm
Transducer surface Gage Minutes REMARKS Reading, psi
Pressure, psi Initial Final Difference r=n e~UJ \0 l C) rc:r1, :-Hu- .
849. r;)(,l p~a,.:~.,t.t 1\ * \9>-:') ?>L\W * ~41 (a (f) '5 ('j I\'. 1'\'~((.l \ ~ ~ L\ctl* \tj '3L..S.
- *z.cs 7)(/J ";f~ ,Sl\. .f5(/)
l t ', Vo\ cbb9 \ ~~L.S . \9 ~~3 2.S :5(, ':l*t.)\~8 t;S(J}
l \ ~ \ '8\ 1 q \.'f) ~S)1 \C) L\'l(/) K..'t. '5t+ ~t;)f.)~ '5(J)
I\~ \O:J'tM ~~l\ZC# ' \<J L\-~'5 'OS 'i*q; ":!.<},({>$ r:su ((::
l\'l \~ \ '3tJ ~C) 4'5~ \\:) 4"~'8 ~'7:1 4Ca
8toAC/) (ctj.
\\. ~~ *z.C/J t rJfJ ~~ 418' t~ t;StcP *~z G.4 S'5,<JJ3
~'$
t\\ Z.C/J \ 3cP * ~ ~SUll l') St.\({) ?>u l....f.P '8'5,34 (ad) '
\ \ ', 2-1 t 1/JI) t~ '54('() \9 5':1"2.. Z,""l.. to4
ez.3s * (.p .P*
\\\ z \~ ~(/) l ~ '5'::/Z. \c:> (.;(P'"J.. --~1* ~'2... 8Z.32.. c.u
., \\ Z:'-.\ !Jtj . \ C'f>(~q>) .t~ (,,;~ ..g ~<;) i-0 ez,(l)c '5~
~>-~-
V?t..;=?)g N!.
\\\ Z.ZI3t( R'tSA.DIP
't.... . ...'5_)-. ......
8(/J,";t"?..
58
~\ \. Z-3\ 0u Jj~ R Jf._--;_;/1-'(A "\~ <..:.~S *s-~*- t3£P,t18 ?(..
I\\ 'Z?~3£P \ .:;, Coc:><;, \e:;} 1~"\ '3 *c., "G,4 1"? ,C):\ '7j(,
t \ ', 2..4 ~ rflcP \'?*121- 19 'q~(/J 3~ (.p 6) 8{[)\\'5 5(o
\ l\ 'Z-t\'(3(/) . \ ~ --:{-(.,(.11 19- 1~!.(> 3 (/;* . G> </) ':\'7,inl 5c.. E't<./0 2."Z-
~~~-=f- 'l-1-l> 2':j L\' 3S' *- 'Bo*("'(OJo.o... flt!.l\A..JS :;;~**. 35 '5'2..
~\\;?:G. I IP/ 'f.vl" "T:et.~J<: .r.. Z'5,2C..
From Preliminary Boring Layout Survey Form Approved for'use orrCiinch River SMR Proieot -,!.A. Tlce, Technical Lead
.*Form Rey 0- R~viewed bya:G Clinch River Data Report Rev. 4 CRP-1112.16*
Page E.3-241 of 515
DOUBLE PACKER BOREHOLE PERMEABILITf TEST DATA SHEET AMEC ENVIRONMENTAL & INFRAStRUCTURE, INC. .Page 1 of2 PROJECT NAME: Clinch R!ver SMR Prolect JOB .NO ..6498"13-1072 DATE:-::t-'Z..\ ~ 1'3 Bortng NoM?- 4\~~
Borehole Diameter, ln.:b.§_ Total Baring Depth, Ft. 3et.k GndE!ev,H:~
Casing Height above ground, Ft: /. 2 ']-
Elev. Top of Casing, Ft. (Gnd Elev +Casing Helght):8l2. 1'03- "'Datum
. ~I
. TEST lt;):f./\P~ 4\'0/?s . Test length: 3,S Test Section Depth (from Datum): From 8 9 ,'?.?./9 To ~4, 31 (A) Depth to Water table From Datum, Ft: 5 ttl* ¢. TestW!jterTem'p :~ Baroj.ressure1pst *JA..L...w __, f~t¢.59"C)
'vJSLL 'y../A.TIE/t t<t7-<P "f. p.
(B) Surface Gage Height Apove Datum, Ft. l *~(£)
2¢, - \'
Depth to Center ofTest Interval From Datum, Ft:* . *91, Q) 'Z ~* *
. * . . .,..._ '<'.. \- 1-s.

--(Q) Distance Water Tab!a.to...Ceoter_oLtest.lpt . er..tal.rz:t.~Statlc-water-pre-sal!ra.aklenler-=-(~&2.4/444}-+-Sar!T"' 3 ~ . !

MAXIMUM TEST f'RESSURE, Po= ([A+B*1J + C*0.67) [Po=
':\.S J Test Pressure sequence;- 1/3 Po, 2i3 Po, Po, 112 Po, Po
, *
Sequence ID: A B C P E Po Values~ 1/3 Po" * ~~ ; 213 Po=~; 1/2 PO"" "?> 'C Add Appropriate Po IJalue to_ s~tl.cpressure at cente~ Qf test lat.erval _
--T~~~ N~. MP- 4-tetB~q~e~~ No, - - C- - .p~~nned ~ent~r-Pr~~~~~ :u ,-qj *]- u .. ..
TransqucerReadlngs Sefora Packers Inflated: Top '1;,<2),(0¢.: Middle '?! \?:>a.. : Bottom: '?S) l<)
?...r/J).JJ(/)* i> @, B':l:
. '":{
Transducer Readings After Packers Inflated: **Top
Middle Bottom: -& 315,4<.. .
cz~ ~v.. t 3
MP-4l8 A . ~' .S ef<'JI-f ""1-<CR c.
FlOW MEiER READING, Gallons Mldd!e
'Time, . FLOW,gpm Transducer Surface Gage REMARKS Minutes Reacting, psi
Pressure. psi Initial Final Difference
\\l *obw \ !~{I \~9'3G.
...,.._ .... _ --~- ..... --- 32.'3(, ¢
'/;j!ECS.If../
I ).u:A,r.n.s ~ fo'<.-OW
\ \t ..;.~\(pi} \ 0)9"3(. \9 ~(c.~ ~'Z 1..4-- lz.:::[.;;, ft:l5J.of./J .89
(/vi.().')tfM'f/W \..)
\ \' '1 ~ \ '3 .ljl . \ C1'71.o5 '2. {/) (0 l )l> 4'L 8l\ g.,.\"3 (/} ~t;)
- . j
\\~ 11-l~r! ~b 'i<.G-AC /1--.l t-~.
\V 11t31J ~~01 cJ> Z.t1Jtf)5S 4-S '7¢~ (sn,'7e 8<5

\\ \ -,~I QJI/J AI~ R~.a..o !UV) l \ .~ 3'8\:,9 Z.f/J~ 9</J 3S Zf/~S5 '::t<il 8<51~1- S'3 I I ~ 3':> \ cfl

> gco '8(c;)*t. 8G ' !l ... '?>9\}C! Ul'3(i!J 'Z.C(J l~ Ml> S(J) '* *~:r:r,25'
8C..*

1\~ t\cp~cjJ(} ?.Jf}/i-(j) Zti9Zri/J 4c.6 ' B<<> 8'5,~.8 85

I\ . \ t\.ftl l !?w c----'*

'ZJ/ZlrP . g_(i 2'5(/J 41Jl Sw .g(,;, , }(, et~ ll \ 4\ \!liP' , *Zt/IZF;)Ci ;::4 2 '){() 4d <f5(f) 84.SI . 84 \\ *~ 4\:~tP '}?;(/J 2 9 (/ . 4cb 6(1) 8 '3 'R' 0 00 0 Z~?:/~fJ BL\,~'3 II : 4'2.~1/11 ZC#"3~¢ 2.@31-(/) 4th 13 (I) . gL\.,(o~ 8'2.. II '. 42. i"3U *i~ 31-Cfl Z.cl 4\,(L 4W S_(t) r-n,C.o> 8/ . 'l ~ A l(/J 2¢ 45(1) 4cJ*: 4~liM Z,(tJ <[3(1) 83v44* 81 \ l *. a~~'1tot 7...(/> 4':)q} . 2~ 49C~ 4-(IJ 8tP 8 '3,2.5 8@

q. A.A.'!P~ 2449@ '?-¢ S'3(JJ 4J §(j 8'5,53 811

"'From Preliminary Boring Layout Survey

* =

Form Approved for Uss on Clinch River SMR ProJ.ec! "J. A. Tlce, Technical lead Form R~v 0 - Reviewed by S§L' l'V\(q(1 ** Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-242 of 515 . \ I DOUBle PACKER BOREHOLE PERME':ABIL!TY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE:, INC. .Page 1 of2 PRC?JECT NAME: Ql!nch River SMR Protect JOB )'10. 6168=13-1072 DATE: ;t-Z,l ~ 1'3 Boring NoM?~ A\8~ Borehole Diameter, ln.::3....5L Total Boring Depth, Ft. '?!e¢ Gnd Elev, H .aJ.1&

Cas inS Height above ground_,Ft: /. 2

. . ~~ 9-

Elev. Top of Casing, Ft. (God Elev +Casing Helght~:S l1:-: B3= =Dalum

. TEST 10:1-J\?- L\:\'?2/~ Test length: 3, S Test Section Depth (from Datum): From § ~, R. '1 To 94,31 (A) Oepth to Water Tab(e From Datum, Ft: 54>* f))S Test Wa.ter Tem'p:~r Ba o Pressure, psi: l 4~ __.. f?-,¢, '8':1,. c.;) * \Jta[..L \1./A.Te/t ft§7-1.1° ':f. "fl. (B) $urface GageHelghtA):lo~e Datum, Ft. . 1.'5<2) Depth to Center ofT est lnle!Val From Datum, f't:* 2<<),'Uj . * - \' ' *91. t2} Z ~* ' . ~~~h

---'--(Q ) Distance wa!.Eii~to...C.enter.oLteat.lnteN~I-f::t.....-4'Zl ~Statl~wa t~F-presaure-aklen ter=-(G-62.4ft44}-+-Baro~ 'R. I M~IMUM TEST PRESSURE, Po"' ([A+B~11 + c*o.57) [Po= ~S ] Test Pressure sequence;:: 1/3 Po, 213 Po, Po, 1/2 Po, Po
Sequence 10: A
El C D E

--- - 353 Po Values: 1/3 Po.,. *~<;_); 2/3 Po=~; 112 Po::

_ --- --*- -_ -*-*- *e.\ -- --- Add *-ApQrofJrlate

.-- -- --*-- Po va_ll!_e to_s19tic_Rcessu@.atC . E!nJeLoftg$t lnterval
-- - - - - - --~ - -* * - ~ '
TEST NO. MP~ 4\ f:l~ Se~uence No. C... P\an11ed Center Pressure: --'-l"""¢_'1_,__.,...
Transqucer Readings Before Packers Inflated: Top ~ <2) 1 CO¢. ; Middle *~n. "?:,a, :. aottom: ~s, t<::~
Transducer Readings After Packe~ Inflated: Top ';:..(/) * (p(/). Middle *0 @, 8 ":?': Bottom: ~ 3S,4<a .
.. C?,~ . ':f ~2J - I 3 ,
I M P-4Jfi A. -c\ Se ~H-f~"" 1-JC&
c LCoMr't:>"'J FLOW METER READING, Gallons Middle
'Time, FLOW,gpm Transducer. Surface Gage Minutes REMARKS Reading, psi
Pressure, psi Initial Flna! Difference
f&G(ir-(..1./......
l t\-4.£\*\ 3(~ Z@'5'3d > 2rP 51-Z. 4'- 84 '82,_0)(/) $(! ~=-<;,.'U-11
\\\ 4"6\ l/}() Z{/) "5 'J: 'Z z(j) ~ IZ.. 4-CJ. . 8cP 8Z."'3t . -::(-~
I \1 l\'0 )'30 7.-4'~l7... 2r./) 1../~S 4'~ B(a .,
8\,(,1- "':{-~
\\ ~ 4l.. ~ {j){/1 Z..f/J&. '5'5 21/) C,.,<JI ~lo- ':\(.. 8tl"3G,. ::r-9
\. \.\ A,/,;, \r.¢ z_cp (.., ~ I .Ztl i~'Z.. 4\ 8:2. 6:(1.9\ ':f-9 H \ .:'1-1-~(I)U . Z.f/J:'l-~"2.. '2..~ ':f---=1-1 ~~ ':\-8 *8Z.,iPI
1-'9
~ t't 41 \:,!P Z,t; ':.'1'1-( z (/) i
_8_ (J)_ ~C) 18 8~ \<=j"S :*:r- '8
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t \ ~ AS\.')(() Z. ri8S(/J Z,</) ~C)~ A.C/J 8(() . . 'Gl,t\~ .'"i-4 -&if *. '"\ \iiA~ =-
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. 22,5)3
'I.*From Preliminary Boring Layout Survey Fonn ApP,roved for'Use *on Clinch River SMR Proieot
J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-243 of 515
DOUBLE PACKER BOREHOLE. I=>J:.RMEABILITY TI:ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PRC?JECT NAME: Clinch RJverSMR Pro!ect . DATE: ;t -?-. ~
JOB._NO. 6468-13-1072 ~ I3 Boring Nofv'W'* 4~8~ Borehole DiaMeter, ln.:~ Total Boring Depth, Ft.. '3R,(b . *God Elev,Ft: .8..!..LJe...
Caslng Height abo.ve ground, Ft: /. 2 ?-
Elev. Top of Casing, Ft. {Gnd Elev + Casing HeiQhl)!812.: ~"t = Datum
. * ~I
. TEST 10:~.- 4\'f')/~ Test length: * "::/.. S *Test ~ecU~n Depth (from Datum): From 8 9, ?!.t 1 To 94, 11 (A) Depth to Water Table From Datum, Ft: 5~* <bf}
(B) Surface Gage Height Above Datum, Ft. I *'30
.MAXIMUM TEST PRESSURE; Po= ([A+8*1] + c*o.57) [Po= ':tS 1 Test Pressure sequence:= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po
. . * .
Sequence 10: . A 8 C D E.
Po Values: 1/3 Po<~ ~S
2/3 Po=~; 1/2Po"' '?.l ~ AddApprop_rl ~l§P<.lYE!IlLeta
~ - -~ - ~- - \' ~-- -- - *~~ . . . , ',
~static. pri!.S.
. sJ.Jraat center_oftestlnterval TEST NO. MP- 4telsequen ce No. ]) Planned Center Pressure: 'f ¢ Transcjucer Readings.Before Packers lnflatecf: Top §;; <4l, CO¢ . ; *Middle ~\.,~a, : Bottom: ~5, \9 Transdueer Readings After Packers Inflated: Top 'J:..(/J ,l..o(/); Middle ;2 ftJ, B '3": Bottom: p 3S,4G.
C£~ . -=t ~2..1 - I 3 MP~~~11iA. '2. Steo$;.)1..;(!:0"--CCE?
FLOW METER READING, Gallen$ Middle
nm~. FLOW,-gpm Transducer surface Gage
Minutes REMARKS lnltlat Reading, psi
Pressure, psi Final .Otfference
\ 7...\ \<"Sl 31P R.<b9'5~ ...--...- .... -- --* "3".3 I-~~ ¢ r*~<=<t!:liJ../
/IJC.~.4$/!T .t--1-oVJ
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. (__' pac;Ap zy: )
P'.t..;n....
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\ *t \ \ \3 \ <PIJ .Zf~~~ *~v~ Z:? ':)~ . 5$,1>2. '"J>fiJ /P 1i\ .nn:s-~ 'ZA t'JS~<t' 'Lt (\~. ~8 co~ S.B,o:tS ~(..
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IZl ?.<Pt1/hl
---'-*~ .. 2\ \""::\ g Z(Zlctl ~'2.* G.l\ (..; l\,(..3 4-2 II:!
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..From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project* J. A. Tlce, Technical Lead Form Re_v 0 - Reviewed by,,&fl-' I kl~,/ (J Clinch River Data Report Rev. 4 CRP-1112.16-Page E.3-244 of 515 DOUBLE PACi<ER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE; INC. .Page 1 of 2 PRC?JECT NAME: Clinch RlyerSMR Prolect JOB .NO. 61§8-13-1072 DATE; ':f -'i!., \ ~ /"'3 Boflng NoM?-- Al'QI\. Borehole Diamete(, ln.:§ Total Boring Depth, Ft.....a_~ Gnd Elev,ft:..8..l...l.Je.

Casing Height above ground, Ft; /. 27- *
Elev. Top of*Caslng, Ft. (Gnd Elev +Casing Helght):8 t 2.~ '8]- "'Datum

. ~I . TEST IP: 1:6 P- A~'O/es 'rest length: 3. ~ Test Sec\i~n Depth (from Datum): From 8 ':f, ~ '1 To 94,31 (A) Depth to Wafer Table From Datum, Ft: S(l), dY8 (B) Surface Gage Height Above Datum, Ft. 1. '50 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) [Po"' ~S 1 Test Pressure sequence~ 1/3 Po, 213 Po, Po, 1/2 Po, Po . . *

Sequence ID: A B C Po Values: 1/3 Po = ~':)
2/3 Po=~: 1/2 Po= '3 'd D t:

-~ \ Add Appropriate Po_'{<tlue to stath~ pr~~sure §\ .~nter Qf test Interval __ TEST NO. MP... 4l*B_p; Sequence No. '"D Planned Center l='ressure: ~¢ Transgucer Readings Sefore Packers Inflated: Tap £_,<2),Co¢ .; Middle ~\, '0~ :' Bottom: ~s, t<;> Transducer Readings After Packers lnffated: *rap 'l.c() *[.p(/1; Mlddle .Q(/J, 8 ':1: Bottom: . --@ 3S,4<.. ct.~ ' -q ,-2) ~ l 3 MP~4l8A. 'Z .Sa'(i)U""/ -.ICG 1) FLOW METER READING, Gallons Middle.

nme, . FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi
Pressure, psi Initial Final Difference "l&efiit+~ ~~.*

/Zl 'ZA\~IJ 2..\.L\S,{tl 21 1013 3'~ f..&,G:, ":::f rA IS .s ::'{~-e..l-1'1 It\ 2'5\¢1) Z.\ "513 Z.:f sstJ! ~+ ':\-4 -=!(/), f<!J .5L/ e'A.J~ ~"' ...... WN7Z',.Z. IZJ li'!'$ 1 4-S 13 c>-:7'/'r:u.o... ?£aAJ-:> 3'<5,<.5$ I~ l 'l.c., I Z./f 'Te.P 'Ut~.v-.!! . 2'0,2'";).

-From Preliminaty Boring Layout Survey Form Approved for'Usa on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rey 0 - Reviewed by S'fL- It-{((, /t:J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-245 of 515

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PRC?JECT NAME: Cline!) River SMR Pro!ect JOB NO. ~468-13*1 072 DATE: '=t ""~ ~ ~ I '3 Boring NoM'C:...A.\ <&~).. .Borehole Diameter, ln.:~ Total Boring Depth, Ft. '3 R, (/; Gnd Elev, H ..8.l.iJE..

Casing Height above ground,-F!: /.

. . . ~~ - 27- ' Elev. Top of Casing, Ft. {Gnd Elev +Casing Height):$ 12., 'Ert :::Datum . TE~T 10: lv\P- 4\'0125 Test length: 3 *5 Test Section Depth (from Datum): From ei I R., '1 To 3...1.3.::L. (A) Depth to Water Tabla From Datum, Ft: S¢1. f/J.s TestWaterTsm'p:~ Bar.o Pressure, pst A~___... (~(11.~9~(:) '\J.Jr:iii. . L.. 'vJA.-r£1?. T,p.tP '-"/-(£) "'P.. 2. , - V (B) Surface Gage Height A,bove Datum, Ft. 1. '50

Depth to Center ofTesl Interval From Datum, Ft: *~I .0 '2 <:t~ * *

. . ~~~n _ _ _ _-.:(Q) Distance Water Table !.P....Cant:er*.oCtest.lnter:vai.Et~~StatlG*Waler--pre&s~owe-at-eeAter-=-(g;;"&2;4/-i*44-)+ -B'<Iro -~l--~

MAXIMUM TEST PRESSURE, Po::: ([A+B*1j + C*0,57) (Po"'

':\-S J Test Pressure sequence:= 1/3 Po, 2/3 Po, Po, 112 Po, Po Po Values: 113 Po " ~ c;)

2/3 Po=-~; 1/2 Po"' 3 '2>

Sequence 10: A 8 c D E.

- - -. - :c.\ -.- - - - Add Appropriate Po value to static pressure at center of test fnlerval TEST NO. M?- 4\'Q/1,; Sequence No. E Planned Center Pressure: f tZ> "::1 Transcjucer Readings Before Packers Inflated: Top 'G 0, Co¢.*; Middle ~\, '0?..., :. Bottom: ';)S, t~ Transducer Readings After PaCkers Inflated: *rop 2_(/), (p (/); Middle' ~ @, 8 9: Bottom: p 3 S, 4 (g . ~~ ' -=! ~ZJ -I 3 . MP~4l8A

1:
S !Efi.)U*'='/-.ICi'?. 1::::. ..

FLOW MEtER READING, Gallons Middle 'Tlrne, FLOW,gpm Transdw:er . Surface Gage . REMARKS Minutes ReadinQ, psi

Pressure, ps!

Initial Anal Difference \'t. \ L\"S \ 3<fl 2..\. (o 2.(/J """- ......... --- __ .,._ (/)

~su.~lf.../ ---'1'---

..... '3~ :~s * \z. ', hrd 1/ilfJ ~\ *C.O?-(j) i1 ~..;.Sal (o(j) \ ('._.al L:>9,Z\ . *':f'L /~-J<..~tr;.il<<J I F- . ":;_,'-' Pt...."' w J . ( I Nc...e.IS'-A-$ 6f' \2.\1 '41.\ '.11J *z_\ lc. BtP Zl ~~(j) . -~(6_ (o-c.p '":\- D.:-...f:!JCo ::rs CMA y; l M.. t\..k,.) . \Z.\ 4*'5\~~ Z.,.\, ~\ 1/.l Z..l -~~cp 4o: <Q/j) ~::t-Ar. C; [JJ :f'5 \z. \ ~w . 'Z."I i*'?IJ '".f(a., co ( ' - AUJ SLP 1-'L ~\ -~'5(/J \ 'Z-t 4-C...\t/)IJ) . 'Z..- \' ":.\<":)U 4r./J - "2.( 83lP 8(/J =:::tCo,"5q> 1*3 t'Z..\. ;.\.(..\~(~ Z.\ ~~{/ L. I g=\(~ 4cP 8(/J "=t~ .*lt>l\. '::/~4 \'Zl 4"":\\ CJlcP -'Z-\'&4-CP Z.l ~l(/J Ltu BC/J . '1f';h{tl~- 1-4 ' .' t.-.\. ~ l<h 42. g-z.. l'l.l tV~t;,.tP Z.l 9'5'2. - *":f~8S :f.t!- \ 'Z...I A~~\ cPU * '2..-t ';75'2- 21 99'P 30.D* i-L; Tl41 ?4.

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z. 2.c,f '5 "' -*.. .. 3B "':/-G. i---=! ,:::t *z._.

+tl !ti' 4t:) i3(b ** :tirt'se *~z \VP 5'~IC:.:. (q)f ~ ,._ 7:f 8\ *z._2. :(-t\- IZ \ 'Sl/ll WU! 2-Z\ ~(.0 ~~'?.. \ tf';)(tJ L\<.b 8(f) , ':r-:+ '~(., 1-'3 1 z. \ ,;j(l) ~3w Z'Z..\Sf./J 2.-2. \ ~ltl _Ao 8_({) ':}-::J- IJ,(~ :r-*z.. I Z. ~ '6\ \ rM zz.~ 9LP .',(_~ ?-..:~~ 4.?:>* RG -=t*~h Lo cp . ":1--z.. IZ.. \ t::;\ t ~ll (..?.:2:"$1, . 2~ Z'l*W ';)"":\- ... -:\A- '4:i-.'3'S 'l-'2.. z.z *~ ~-z.. 1Z- ', '5Z..~ CPO *z.z, 7 . .":.'\-ip 42- 84 J.;"1 ' (!, l . 'i*'"Z.-

From Preliminary Boring Layout Survey Fom1 Approved for Use on Clinch River SMR ProJect J. A. Tlce, Technical Lead M Form Rey 0 - Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16*

Page E.3-246 of 515 DOUBL!: PACKER BORSHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of 2 PROJECT NAME: CllnQ] River SMR ProJect JOB _NO. 6468-13-1072 DATE: ':':f -'2.. \ - ~ l '3 Baring No tv\?~ A~&ko. Borehole Dtameter,ln.:*3. 8,_ Total Boling Depth, Ft. pR,(b Gnd Elev,Ft:~

Casing Height above ground, Ft: /. Z...7-
Elev. Top of Casing, Ft. (Gnd Elev+ Casing Helght):8l2:_, 'B:t o: Datum

. . ~l . TE~T IP:M.?- 4\?>/~ Test-length: ;f.S TestSectl~n Depth (from Datum): From 8'1. z:q To 94,3 ;i to (A) Depth Water Table From Datum, Ft: 5(/J * (j)e TE)stW<Jt~r Tem'p: 8c0 F \Jeu.. ¥./i>.TS'R. ttf'l-

ressilre1 psl:a y~ (10¢, '5 13" C ~ \' - (B) Surface Gage Height Above Datum, Ft. 1. '50 Depth to Center ofTesllnterval From Datum, Ft:* !SJI.<Zl '2_ ~~ * . . '<\- <:. \~ \""$ ~----(Q)~le.lllii.t.o...C_enter...oUesUnteotai.E~~-Statt~water-~~oos~Jre -at--ooAter=-(G~6:M/444-)+Baro--.: 3~ -~~- MAXIMUM TEST PRESSURE, Po "'([A+B*i] + c*o.67) !Po= ':t-? 1 Test Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 *po, Pg Po Values: 1/3 Po" ~S ; 2/3 Po::~ ; 1/2 Po"' - 3 '2>
* - Sequence ID: A a C D E

-- -- -- ~\ - .. .. . . -- . . MGtAppropriate P~ value to static ple¥sure gt cepter of \est fnterval lEST NO. /Y\P- 4\*'Q.t>; Sequence No. E Planned Center Pressure: /t/.>1"?- TranscjucerReadings Before Packers Inflated: Tap '~<ll. Co¢_; Middle . ~\.,~'a., :' Bottom: ~5 . t9 Transducer Readings After Packers Inflated: Top ';._r/J ,l.tJ(/); Middle ;) (/d, B c:7: Bottom: fr 3S,4<.. . C?,~ , '=l ~v - 1 3

MP~4-lBA- 'Z\ _s~~£A~t:o'l:::£c~ -b (Cd.w'ro)

FLOW METER READING, Gallons Middle 'Time, FLOW,gpm Transducer surface Gage REMARKS Minutes . ' Reading, psi ** Pressure, psi Initial Final Difference I 1.\ o*z\ 3(J Z--2. ~\ -z... 2 Z. "5 "';) lP '*-::z-'l-, *;,(f '=fc{ .f:::t'-1-U-- -;:,~.> 'l:(o \'Z-\ c!f>'3~llll z:z.::~su 7.-'Z 1~cP 4<}) BLP '=l-"5,3~ .c...s l t ( ~' '( 3. (p z:t_1> ~q Z 4'::l (/) 4d .: f\ql '::\-":\,'Z.-C.. Goti I2) 5A-\ rtri} Z.:'l.J){7> U> z '2.. i\:L.;':') . 3CO -=tdJ ':\1-A~ :{-C() IZ-\ '1;>4\')t,l. Z:l._4(.c.") . ;<..:2. StltJ . z *z.... '7;J()(j i.z.. _'5tj(j) 3S. -=lCO ~~ ,1;7... 'lcP I 't\ "5S\\'liP 4UJ 8(.{J :-::f::(,Z-5 'i-(p \il _"S'? l. '$1J . ;?,*z._'54 (j zz. '5~CP 4d Z:YP 1:), Z"L 'f. c.l l L. '5l, ' cNJ .z_ 'Z}.)8tfl 22. - ~ ltJ 8(JJ .1--:(.3~ 4(1) ' ~ 'Z- ~ ?L>t ~l'P 't--'2..~2-c) zz &.Sl* ol* li *i-1-,3(/J 7/-(() '

r":l,Btfl

\ 'Z..1 ?\.\!{)cfl 2.- 2.(.t>'5':l- '22 ":f¢(/ 4~ ~G.) '1-tl) 'l Z..\ S1-l3{P z.rz..:::.J-f#f/ 22 ~4QP 4(h R({) . a* -q '1. i)ft 7-<4 I'L \ S'!SUI(;i Z.?~:::j-4(1) 2'2. '::f+:t ;)":\-- '1-L\- ~1.4+. ':{-()) _/}F;..tf:> .. .. . - . ....... ,~, o I lo . - ', ... ~ .. , ... ..... ' . /'2 I 58: 45 '/3c:>-;?7'0M- '7/..eA;t.r$ 17 as,s+ I ':Zl '59( '51 'fc,p '77<tl.u; , tZG. I G, 9 . *From Preliminary Boring Layout Sur~ey Form Approved for~Use on Clinch Rlve1* SMR Project -*J. A. Tlce, Technical Lead Form Rey 0- Reviewed by s:J"l..-- ('1... ((~ (I J

Clinch River Data Report Rev. 4 CRP-1112.16.

Page E.3-247 of 515 DOUBLEPAClffiRBOREHOLEPERMEABffiiTYTESTDATASHEET BORING: 1\J\? ~ 4\8 A DATE: ~~z\- \"'\ ~SSURE: ll/A sSZ.. I \'1.- ~\&

psi

. ' T.liVlli, ~ SIOO.ACE-GAGE CEN.'JER-'-r.R:ANSD-UCER--*-*--*** minute ~ A / PRESSURE, psi PRESSURE, psi , ~..,__

l..J*~-.... ............

F ;a "'"---.L/ ~ -<l~ ~.l\ ~: ./ a.-1\ -::r- ~\ ~ \'~ r- ~ EQUIPMENT USED Transducers: M:iniTrolSerialNumbers: '3:~~8'9C., <-o-\'2-*r~.) \4~\A~ (V.**'2C/J¥ 1*~) r,;:;z r_ ; u *. t. <<..-\ \* \"~,*~ \S '?> \ (_c..,." Z41- l3) JJf!tCK:Pt.OW ~...;;t~l>.<i\/FI 1'1\\IJ *3 ) Smface Pl'essute Gage:. M/;....1- 4 ~ lv\W ~'3 ' ( u\ \* n) TH E'R. M 0 MET E. .A~ LT {(. 8 ( '5-* 1- l1) N 1'7"(.<. 0 c.,{;; N G'i ALl Cq <;;;:,' M \.(j *I d M..\0 .. 7.. -~- I \-\"3) Barometric Ptobe: \ 'i~.J\'7:> \$ ( ~ .. lZ- l ')) FlowMeter: 88 Zi\-l 8 8 Stop Watch: L 'O.f;il:. ( L:,- tQ'J- V~) t*I\P"' 4l8A z.l. (\~) ~ CIJ* l':> ~ (J:f ~ 2-l ( '?>, (/Jl-,'55 wSL IV\?~ 4 ~ 8/.\ (B) f.,(/) i -~~(/>f. - Z! 1 ~~ <:i1:':7 -ss ~\ Q~. Ex.~_Et M P- 4\8A ~\ .(y) ~¢ \ '~v (/;1 - 2/ &:.$t/i£ ~ *'l.H3 VJ ;:) L tv\? .. 4-Vo/.\- E.l (T) £J,b l ~- (jJ 7- - Zf 1'3*, {/)c.' 2 9 E. XCSL lV\?. 4\8 )\. Zl (/'.!\} 2,r;n 1*o ~ m1- - Zl 13. t;&'~,Z'5 \;...( 5L .MP~ 4l8A Zl (M) 0(/J \ '5~ (1)1- - Zi . /.?:., ¢3 1 2S t:::. 'XCEL Jv\ '?~ 4l8A El (L) 2/,D \ *~- Ql1 - Z{ 1'3 ,¢<:;). 1'1 \1) '0 L MP~ '418A Zl (L) ~cp (?r (/)']' - 2.1 13.¢9,1'7- E~c~;;~ Form Rev 0- Reviewed by SQ?- I 'l.l{ {'/1 7 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.3-248 of 515 Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 Test Date Prepared By Checked By 18-surtace Gage He1ght (ft) 93.84 55 IMax fest Pressure (Po) (ps1) 105 1/3 Po (psi) 35 2/3 Po (psi) 70 1/2 Po (psi) 53 Genter 1est lntlatJon Pressures Pressure (psi) (psi) Sequence A 1/3

90 140 Sequence B 2/3 125 175 Sequence C 1 .0 160 210 Sequence D 1/2 108 158 Sequence E 1.0 160 210 Pipe Check (Estimate Only for Field Guidance))

Length of Packer Assembly 13.29 Average Length of Pipe Section 21.12 Length of pipe to TOC 134.48 Number of Pipe Sections 6.37 ength of sticKup above TOC (ft) 13.36 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-249 of 515 Clinch River SMR Project Prepared by: I!: ~-r Date: "'f- - ?I -I q_. Double Packer Borehole Permeability Test Data Sheet Checked by: ~ ~- Date: 'f ~!-J (d AMEC Environment & infrastructure, inc. AMEC Project# 6468-1 3-1072 Boring: MP-418A Zone: 2 139.0 feet to 146.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Seq uence B (2/3 Po) Sequence C (Po) Elapsed Time Flow Rate Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time {minutes) Pressure (psi) (gpm) 8:43:00 0.0 53.90 8:51: 30 0.0 91.05 9:01 :00 0.0 127.13 8:43:30 0.5 53.90 0 8:52:00 0.5 105. 18 0 9:01:30 0.5 143 .1.4 2 8:44:00 1.0 53 .90 6 8:52: 30 1.0 103.57 2 9:02 :00 1.0 140.75 0 8:44:30 1,5 59.66 0 8:53:00 1.5 112.10 0 9:02 :30 1.5 155.30 2 8:45:00 2.0 91 .72 0 8:53:30 2.0 11 3.87 2 9:03:00 2.0 152.00 2 8:45:30 2.5 90 .22 0 8:54:00 2.5 120.27 2 9:03:30 2.5 152.50 0 8:46 :00 3.0 90.14 0 8:54:30 3.0 122.52 0 9:04:00 3.0 158.11 2 8:46 :30 3.5 90.27 2 8:55: 00 3.5 122.91 2 9:04:30 3.5 158.37 2 8:47:00 4.0 90.47 0 8:55:30 4.0 126.52 0 9:05:00 4.0 162 .33 2 8:47:30 4.5 90.49 0 8:56:00 4.5 126.50 2 9:05:30 4.5 160 .76 0 8:48:00 5.0 90.62 2 8: 56:30 5.0 126.40 0 9:06:00 5.0 160.63 2 8:48:30 5.5 90.73 0 8:57:00 5.5 126.61 2 9:06:30 5.5 160.11 2 - - ---- *-- - 8:57:30 6c0 ------1£ 6.55 0 9:07*:00 6:0 1 60 ~7+ .. 0 8:58:00 6. 5 126.95 2 9:07:30 6.5 160.72 2

--*-*- -**** --- - .. 8:58:30 ---*----.--- - 7, 0 --------1-26.95 - --- -*--* 9:08:00 ---- ........----7-,0 -~----160 . 68 -- - 2 9:08:30 7.5 160.21 b SequenceD (172" Po) Seq uence E-(P5 Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (Psi) (g pm) 9:12 :00 0.0 161.24 9:22:00 0.0 107.15 9:1 2:30 0. 5 145.60 0 9:22:30 0.5 138.45 4 9:1 3:.00 1.0 143.00 0 9:23:00 1.0 142.81 0 9:13:30 1.5 124. 18 0 9:23:30 1.5 155.98 2 9:14:00 2.0 121.88 0 9:24:00 2.0 160.53 2 9:14:30 2.5 108.31 0 9:24:30 2.5 160.47 0 9:15:00 3.0 108.80 0 9:25:00 3.0 160.50 2 9:15:30 3.5 107.45 2 9:25:30 3. 5 160.53 2 9:1 6:00 4.0 107.42 0 9:26 :00 4.0 160. 14 0 9:1 6:30 4,5 107.34 2 9:26 :30 4.5 160 .68 2 9:17:00 5.0 107.38 0 9:27:00 5.0 160.62 2 9: 17:30 5.5 107.33 2 9:18:00 . 6.0 107.37 0 9:18:30 6.5 107.24 0 9:19:00 7.0 107.45 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-250 of 515

ML19030A959

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