Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 251-300
	ML19030A962
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: ML19030A962 (50)
	v • d • e

MP*418A Zone 2 6 .. ****" *~ --..*--*.. *****-***** *~---*-*-****-**-***-* *-*******-****--****--**-* *********** .. - ............................ _ . ,_ .._,,_,_,_..,................................ - .. ---*.. ***-*-**** ***.. ******-*** **** *-*..***~---*-***"*'****

5 +-----------~~-------------------~------------------------------------

14 .----:-*----~ * -*-:*. --------*-*--- .-:-----*-------***-*-------*-------~**---.--*

tJ*

eo:

~ 3 .....____....................................................................................................................................................................................................................................................................................................................................................................................................... .

t:

0 ............_ ,.,_.................................- ...- ...-~----t--~*

o.o z;o 4.0 6.0 8.() 10,0 12.0 14.0 16.0 18.0 20.0 Elapsed Time (minutes)

-1/3Po Notes: Yost pressure approximately 1/3 of the maximum test pressure (Po], Flow rate typically measured over a 30*second lntetv<il, MP~418A Zone 2 2.5 . , . . . . . . - - * - - - - - -

o.o 1.0 2.0 3.0 4.0 5.0 6.0 7,0 8. 0 Elapsed Time [minutes)

--o-2/3 Po No test Test pres~1.1ro npproxlmntely 2/3 of tho maximum test pressure (Po), Flow rate typically meas1.1rcd ovor a 30 second lnt(lrval.

1------------------------------~-*---*

Prepared by/Date: _ _,_K-=--.._,1-1r"\-L:"A'"""'I-'-/W-Jt+r-1C-~-o( -r-.

Checked by/Date:JS.;)~_f_L!i:--

Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-251 of 515

- -----** *--~-,------------~-----------------*--- *----------,

MP-418A Zone 2 2 *+---.-~

1 '""""'"'"

0.5 0 +--------~-------~----~----~--------r---~-~--------~------,---~~--~

o.o 1.0 2,0 s.o 4.0 5.0 6,0 7.0 8;0 Elapsed Time {minutes)

--Po Notes~ Test pressure approxJrnateJy.nt the maximum test pressure (PO). Flow rate typfca'lly measured over a 30 $Gcand Interval. '

MP-418A Zone 2

~ 1.S +----~-------------~*

E JS

~

~ l.

o.s

0 +----------~*----------4----~------t-----------~*

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

- 1/2Po Notos1 Tast prossllrO approxhYlntoly 1/~ of tho maximum tost pros sura (Po),

Flow rate typlcallymensurcd over n 30 second lnteNol,

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

Prepared by/Date:

Checked by/Date:

Clinch River Data Report Rev.

i~RP-1112.16 tHL~ YJIIZ

~t-J !11~ ~-

Page E.3-252 of 515

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

MP~418A Zone 2 415 " ...,~_.................................~ ................... _......................~...................................~.....""'."""""""'"""*~*~*******"'""""""-*--****"""""""'"':.................................._.,, .......................................................................,_.....................,,,,,,........ ~....- ...........................

a.s. ----~--*--*--*---------------*------~----*-----~---*

3 t---~---r~--~~------------------------*-------------------------

8

~2.5 4-----~--------------~-------------------------------------------------~

2l

&l

~

1,5 +----*

0 +-----------~--------~-----~------r-----------~---------r-----------,

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

--Po Notes: Test pressure aP,proxrmately at the maximum test pressure (Po), FlOw rate* typically measllred over a 3!1 $Cicond Interval, Prepared by/Date:='

Checked by/Date: _\;J--.:_ __

1{/;f:/'t 4-k--

Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-253 of 515

i DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET !.

PROJECT NAME: Cllncb River SMR Prolaot AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

JOB .NO. 6468*13-1072

.Page 1 of2 I

Boring No.tv\f'" 4W9~ .Borehole Diameter, ln.:S , e Total Boling Depth, Ft.l~ Gnd Elev,Ft: ~

Oaslng Height above ground, Ft: I~Z?- Elev. Top of Caslhg, Ft. (Gnd Elev +Casing Helght):812, '63: :.:Datum

. ~~

. TEST IO:N\V'* 4\'0/.~ Test length: ":l ,~ Test Secti~n Depth (from Datum): From 14ltJ. ~/{ l'o .J.hll (A) Depth to Water Table From Datum, Ft: 5 ¢~8 Test Wa.terTem.p: +'1 "p saro P~;essure ~sl:

Surface Gage Height Above Datum, Ft. .1...t.5St>

'v...lt:J;t..L.. w"'-n.r/Z ~ ** C... I tt:! ( 1 *sec1;~ ~'-"

(B) Depth to Center ofTesllnterval From Da~um, Ft: *J44. ¢ '2..

{C) Distance Water' Table to Center of Test Interval Ft. 9:,; ~LI. Static water pressure at center"' (C*62.4/144) + Baro "' 5'5

.MAXIMUM TEST PRESSURE, Po = ([A+B*1.) + C*0.57) [Po"'* t ¢~* j Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 *('o, Po

Sequen~ lD: A B C D E

. :S Po Values: 1/3 Po" _B2_; 2/3 Po= -~: .1/2 f'o=

- - - - -- :s~ . . . '3 Add_Appfoprlate PC? v9lue to staUQ pressurr;~ at ceoter_of test !ntetval ..

TEST Nd, MP~ 4\'P!l; Sequence No. A Planned Center Pressure: 9 ~

Transqucer Readings Before Packers Inflated: Top f2. ¢. p'~. ; Middle . 54,*~¢ :. Bottom: 58, ltS Transducer Readings After Packers Inflated: 'lop '54, (/)I Bottom: 5e, ~~~

MP-4t~A

ze S eG:>ut=:/o-ICG' A FLOW METER READING, Gallons Middle

'Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Read\ng;psi

Pressure,-psl Initial. Flmil Difference d>8\ 4~\IJ!f{l l B 'i-Bt& ...... ---- . 5'5 ,Cj(/J' ~

'f:?d'6tiJ../

1-M-e - ~*

q~b' '{?:!- 1"'3 ctJ . (!J ~1-

@8\ 4 ~ \'?><"P \~q.es US ':f'BS; (b '5 ~- ~*(()

<.6tH . M\* \ qq1 18 ".\*6<'3 t8 ~voco *;; . (o ~~,':}d) ¢ IN?fltftA.,<JG' ,(t't(..CJL"-'

(/.)5\ ~C.:\M lB *1e8 \~ *:qa*a (/) dJ . 'Or:> I ~ <., Z.-5

\<6 181:?. ~B 'i-SS ¢ (b '

.J:t!B' 4?\ IPrP '? t. :tiL 2.4

{b/3\ 4ca\oe . \8 1RR \'8 :t88 r/> (/> * ?)fP,ZZ. 24-

\'£) 1 .'06 ((:> (/)

¢61 4(~~(j;(/J \~ ~H30 ":;>eft, t4- 24 (J)~\ 1\-1..:.\ ?,!/) \8 "H38 va ":1-8~ \ 2. *'f:J</XZ?: Z.4 '

tPS LA:-:\', !Pc.O t5 'f'O<) lS i *Bt>, (/) (j) 9@.4-'=1' 2.1.\-'

aJ6\ t\-":1;\1cP H3 :::ta':> va ~g~J (j) *(/) 9(/)A'? *. 24 P8' 48\<Qlb '~ --ts~ vo .':J~(f).. \ z * '3(/)~"'L. Z4 I .

i/Je 148\ ?:ll * . tB \$ ':tCJrll ¢ 941.1.*3.. .. . 2-4

f~

(/)

E't-Jo 1Zl8149lll' '8 C> 'T'? o 1'-1_ 7iu.. /.J5 .: se.4 {t>

t)Sl49 '? 1 ToP u.a..vs Z¢,25 "From Preliminary Boring Layout Survey FoiTil Approved for 'use on Clinch River SMR Project- .r: A. Tice, Technical Lead Form R.ev 0 - Reviewed by s')Z--' l'l,.oo II c. ((1 Clinch R*iver Data Report Rev. 4 CRP-1112.16 Page E.3-254 of 515

OOUBLE:i PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PRCfJECT NAME: CllnQb RlverSMR Project i!!.l JOB ,NO. 6468-13-1072 DATE: :':f- ~ J3

. Boring NoM?~ 4\~~ . Borehole Dtar'r\etec,ln.:3.e Total Boring Depth, Ft. -;>e(b Gnd Elev,.Ft:~

Casing Height above ground, Ft: /~ 29-

Elev. Top of Casing, Ft. (Gnd* Elev +Casing Height): 8 lZ ~ 5~r "' Datum

. . ~~

. TEST IP:~ ~ Test length: 3. ~* Test Sect!~n Depth (from Datum): From 140, :0'f To ..JA3:..TI (A) Depth to Water Table Fro~ Datum, Ft:_ '5¢. \8 +1 "F Baro P~essure psi:~\~<..,.

Test Wa.te. r Tem'p:

\Jer..L WA.Ti'Sr<.~ 1

. (,! 1= (.:S,j?t_C.; -

(B) Surface Gage Height Above Datum, Ft.~ Depth to Center of Test Interval From Da~um, Ft:

i44. C/>Z.' !

(C) Distance Water Table to Center of Test Interval Ft. '3 '0, ~L\ Statio water pressure at center= (C*62,4/i44) + Baro " 5:)

MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + 0*0.57) (Po= 1¢";'> j Test Pressure sequence.;- 1/3 Po, 2)3 Po, Po, 1/2 Po, Po

. *

SequenCE) ID; A B C D E .

Po Values: i/3 Po"~ *2/3 Po:;:~; 1/2 Po=

?: . '?.> -*- - - - ... - . -

S *3 Add Appropriate PC? value to static pressure at center o~ teet Interval TEST NO. MP~ 4\f)jl;, Sequence No. *a Planned Center Pressure: I z*s TransducerReadlngsBeforePackerslnflated: T~p~/;(Z).:z;~.: Middle . 54.~¥;5:' Bottom: '58, L'5 Transducer Rea~lngs After Packers Inflated: Top 'Zf/J, a4-; Middle 54' <P( : Botto nil- 58 , 31 M P- 4lf\A . 'Z.~ _S B ~U\? Ret!? '8 i

. FLOW ME:TER READING*, Gallons Middle

'Time,. FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi

Pressure, *psi Initial Flnal Difference

¢s1 s1 \"?>if. l6"1-<72

<;>I I 05 24-132fitfll;.J

...I IYCJI!...t:H\-'J<:.:: ow

~

.f.;'(..

(jJfYI"5 '2 \ cpcp \ '8 *"1-<=:fZ \8 'fi:;}"Z.. ¢ (j) llP~.LB * *~~

1/)fj \ '::J'2. I: ?!'lP \B ':\-~L. \ <()' ~9~ \ 'Z \ (/J~.-:51- 35 /Kfl.e'ASc:- FL<.!>w

@815'~',@{11 \ t:r::t<t)~ H3 ~C)~ Cb l~Z.ll.b 4LI;

(J)8 ~ ~~'.. '3cJ t B':1Srs . \8 1.:9t\ \ ~. \ \~*.'31- 44 1"!=
1;.15 l '5_4-\ f/ltl \ £j. '"'l(9)/.l.. t8 i-95 . \ {(, * \*~ZQJ, 2:Z* 51
<A B.\ PsL\' '?><l \ re,~C;) 1'0 -q.c~f) (j; (/) 122,'5'2. 51 c>>e \ 5'51 (/)Jj I 8'1-% 18_ ~~~... \ :0 .\ ?-.,~ I<:) \ Sr *:rr::-*
{J'i!J~ ?::::.\1><'6 I B'~'S)C:. lS ~C?/.c C/J ¢ ' *\~(,~2. 5S alB : '5(., 1* IP(/) \3':\C7<.,.. \8 :w':\- \ ~ \ ~~ ::,C(J ':><S
/Pe.~ ".$'(., ~ '3 I ~r
... cp
~
m0 ~ * "'b'";\- \ ~<? ... YB':t:~<a . ..
\ir.,ss
ss* ... . ..
~
lB ~t98 (fj.
o w
-~ *
(})8l '$6\(1)1.11 \ 8'1:':>~ . \8 ';:{.<.?~* \ ~2..
'SS
\'0~ 9S
.(/>
qjS : S'tl\'Y/) \t)q~c; 1<6. 1*q9 C/J I R6,9$ 55 1:::../J:D
~8.o"t'o'- ?7et:~.(.ts so (/J _ __ .*
¢£\'5")1~ :l CJ! <<:::
ti>B I '59~ '56 r:::>P ~AA..IS 2 4:7.24
From Preliminary Boring Layout Survey Fonn Approved for'use on Clinch RfVer SMR Proiect- J. A. Tice,.Technical Lead Form Rev 0- Reviewed by 9JL f't-~k {11 Clinch River Data Report Rev. 4 CRP-1112.16' Page E.3-255 of 515
bOUBLE PACKER BOREHOLE PERMEABILI'TY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE , INC. .Page*1 of 2 PRC?JECT NAME: Clinch River SMR ProJect JOB ,NO. 6468"13*1 072 DATE: '::f- Z.l .. 13 Boring NoM?~ 418/l. Borehole Diametar, tn.:3.e, Total Boring Depth, Ft. 'Q&Cb Gnd Elev, Fl:~
Ca~ing Height above ground, Ft: /. Z? * =Datum r
.* Elev. Top of Casing, Ft. (Gnd Elev +.Casing Height):8l?.: '63=
.. TESTIO:Iv\V'~ "t\St.~ ~'fest length: "::f.'S Test Sectl~n Depth (from Datum): From 14¢,, iC;i To \ l\ "t...U (A) Depth to Water Table From Datum, Ft: 5¢~ \8 . Tj>St W.qter Temp: +1 ~p Baro Pressurel psi: I ?<... .
VJ I!H.L W r.... u:t?. ~ * * (., I 0 1::: ( ~.E)\" C (B) Surface Gage Height Above Datum, Ft.l..Sit>* Depth to Center of Test Interval From Datum, Fl:
' . *144. ¢ Z..
(C) Distance Water Table to Center of Test Interval Ft. C?l'?.>,~~ Statlcwaler pressure at center= (Cw62.4/144) + Baro"' 5S MAXIMUM TEST PRESSURE, Po"' ([A+S*1) + c*o.57) [Po"' t ¢?'5 J Test Pressure sequence;> 1/3 po, 213 Po, Po, 1/2 Po, Po
. * . . .
Sequence !D: A B C D E .
ro Values: 1/3 Po=~; .2}3 Po:: ...3:.¢.....; 1/2 Poo '5 3
' - Add Appropriate P~ value to static pressure at center oftest Interval _
.. a~ . . . . - - - ... - .. .. , - , . .. . - - . -
TEST No, MP~ 4 \S.b.. Sequence No. C. Planned Cente~ Pressure: J <b{j) . * .
Transd{Jcer Readings Before Packers Inflated: Top Z. ¢, 2.?, . ; Middle 54, *~¢ :. Bottom: 58
L'S Transducer Readings After Packers l'nflated: Top ~ (/:>, z4 ; Middle 54- <A! : Bottom:
I 58, '3'1 M p . . 4t8A. Z((;
S t=: fQ u t"" HG!:f_ c.
FLOW METER READING, Gallons Middle
'Time,. FLOW,gpm r*ransducer Surface Gage REMARKS Minutes
Reading, psi
Pressure, *psi Initial Final Difference
¢'3: ~I t ftJf./J 188d>'2. ---- --- -*--- I'Z..::f,/3 5'5
..:c
~~611~
J,j e.!Ur'l~ $&' }:..'1..<.::.<...:.>.
\ 58<tl z.. H3 (43 t-4*
~*
1/J '?' ¢1 ~ ~(g '3(/)3 \ * ~ *~9
$9 ~ ~2\ 1/J(p \ 86£0'S \S 8(/)3 tj) rj) 1.4-¢,1-S (s,~ 1.1-~
~';)I (1_, \ *~(8 \ 8'0$3 . \~ 8(/)zt.. \ z \ '3"5 ,'"3 ~ g() t,fl"') \ cL>'3\ @If \ 55@4- . 18 tHtlS \ 2 1'52..~ 80 IF (/19 : ftl'3l '3t:D \ B8W'3 \1) 8((}5 (/) (/)
. 152!5@ *- 8CJJ (D"f : co 4t f/J(j! ~BBW5 \?> 8~ I '2. I~B,Il 8<5 ee* ¢'9 ~ {/Jf.l:~ '3 (/) \ BBltl<, H3 'f)(JY~ \ '"Z* .\6§,3*:t .) *.zF*
6'J!) t ~s: ~ r)r.f 18'6C/J--::J. \8 '{3(/)C): WSt3tP \ '0'8~ t5 8(/JB (/) C/J .\G,5P;1, 81-t;bl!) .~ QJ(;. '. 1/)tfl \ 8t;08 \B 8@9 I "2 \ (.p {J),&;3 5':1 tiJ9: (/)&. \ 3tP* * ~ '5SW<:J
\*8, ~U!J "2.. \~(P,~\ 81-q.i 9' ~.. t/i=i \ (j)C) *- * \ '5 '0\lfl_ .. .. . . ...(/) (/) . - . **- I l!>~;i\
H3 8l0 f:F\* (p <) ~ {.b'":\\)(J) 61:>\ \ \t) ~A\ \ It li.J> (Q;":l;Z... 31-(p~ : 08\ '/)1./J \ IQ\?;>\ \ IS 8\'"L- \ '2. \~tP (,5 s~
</>S \'3& IB 6~2. rp 84 HH3t2. *¢ /fJ"') I \~9',ZI tt;..J t:::. <2:~' r *~ .. lo~ ":f*2H '::f-Z.("
1 *~~\1)7.' r... i)t~IZ¢
~<3' ~f/) f3.,'1"7<::Ji"'- rR.iJ.N.., *~~8 ~*From Preliminary Boring Layout Survey Form Approved for'use on Cllncl1 River SMR Project" J, A. Tlce, Tecbntcallead Form. ReJJ o " Reviewed by ~ 11.,../" /1 J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-256 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCIURE, INC. .Page 1 of2 PRqJECT NAME: Clinch River SMR Project JOB ,NO. 9468-13-1072 DATE:._:11- Z.j ~ 1"3 Boring NoM?- 4\~1\ *Borehole Dlar'lleter, ln.:.i,§_ Total Boring Depth, Ft. 3R/.b ~nd Etev,Ft~
Casing Height above ground, Ft: I. 2 7

Elev. Top of Casing; Ft. (Gnd Elev + Casing Height): 8 12.. ~* 'B:t "' Datum
. *-.~ . TEST IO:I:!\?
4\BA. Testlength: "j.S TestSeotl~nOepth(fromDatum): From 14C1l.~1 To \.:\3-,]'>t (A) Depth to Water Table From Datum, Ft: 5 ¢, \ ~

Test W<~ter Tem.p: +1"'f Baro P~essure psi: .f "h S(...
. \Jeu.. ~l\TM ro:M'~
C.e 1 1= (1-a,~rr::~
(8) Surface Gage Height Above Datum, Ft.lEJZ> Depth to Center ofTast Interval From Dat.um, Ft::...~4.¢'2.. (C) Distance Water Table to Center anest interval Ft. 9':> .~.!\ Static water pressure at center= (C"62.4/144) + Baro" 55 MAXIMUM TEST PRESSURl:, Po"' ([A+B"1]+ c*o.57) [Po"' t ¢"5 l Test Pressure sequence;" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po
'
SequenCiliD: A B C D E Po Values: i/3 Po"~ 2/3 Po= ...3:.¢....; 1/2 PQ:ol ;? 3 Add Appropriate P9 value to sialic pressure at center of test Interval TEST NO. f.AP~* 4l*'6~~uence No, . '*p- . Planned Cen.ter Pressure: I ¢B TransducerReadlngsBeforePackerslnt!ated: Top 2¢.6}3; Middle 5'4.~(4L ~ottom: 58, l'5 TransducerReadlngsAfterPackers Inflated: Top R¢d~.4; Middle '54,¢L : Bottom: 5'8; '31*
M P~ 418A. 2£. S B'GHA >:J...!Ci'? 'D . ' FLOW METER READING, Gallons Middle
'Time ..
FLOW,gpm Transducer Surface Gage REMARKS

Minutes Reading, psi

Pressure, psi Initial Anal Difference
_ - ... _..., '1!3e-c;, { (.) teo;, cA _¢9 L I"C'.. l t/Jt:/J l88 18_ .._ ...... _.._ 8~ t;J ISce t!fMu i~~!:JW (2')~1 lZl '?J{j) \.l'Q~lS .tra 8tH ¢ cb 14'5,G<tJ . 71¢ (b~: *r~ \ r{J({J rJ l'Q:8.\.R \B B\~
c/J *¢ lL\1,$(/) '-~l¢ *n P -{ 'Plf'CIZ.&r.Mt Pc...e~w *
$'71 ~1 ~ ~ IQB\.8 \~~ Bl8 c/> rf; l'Z-4,18 v¢ i<b<:>'. ILl lN I \ 'Oe,\~ . l~ St'B (j) C/J I ~t~38 . ' 5¢ UP <lJ :> ~ l4* \ \ 58l?t H1 8tS (/J d.> ' \ (08.~\ 3S Q.)9\ V5WlD t.B_B~P) \\3 5t8 ¢ d> \ C/>B (J)'f:. 3<5 l<li\ L'5 t -~'OB\'0 \'53\~ I z *\ ({)~ACS /' ".3S '
Ia>~J, \lP~Ul~
lt)fQ\., \BlH~ (/) (/) \ 'P~1A~

3S *
(tl9: l(, \ \8B\<J 'Bt:rm I z \IJJ1-,?A "35
<t>~l \~ \ tPtJ \ 'C'OVP \8~7_(£) ct> ¢ '<ll_ll38 '?>'5
(/)~ I . \ '"\ \ '3(1)' . \ t)f\zcd \ ~?>t-\ \ '2, \ <tl'l ,7)1. '3S
.. . .. ,.(/)
c,bc;; ~. l. 6 ~ ~(fl ** \coco*z.1 \88z.. r (6'. - **-
\1/.fl,~::f* '35 lPC)\ l'i3 1t31i1 va<e*z.1 tB'8'2..1 rP rp \ CDi. 'ZA '3.S ¢9~ \ ~\ ~(J Votp'Z.-1 t 882..'1.. j ?v t()):t 4t;S 3S - ¢9[ 1'7 i41. {3077DM 'Tkt::~N$ . 58 G,'5 *r=rom Preliminary Boring Layout Survey l~'Vl2¢'Z<.t 'ToP '?teAivS'
z~,z5 Fom1 Approved for 'Use on Clfnch RIVerSMR Project -J. A. lice, Technical Lead Form Rev 0- Reviewed by

SJL I""(~~ (i 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-257 of 515
DOUBLE.PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PRC?JECT NAME: Clinch River S.MR project JOB Nb. 6468-13-1072 oArE:':".f-;<,l M n Borlng NoM?* A\8h. *Borehole Diameter, ln.:3. ~ Total Bonng Dept~, Ft. 3:Rt(b Gnd Elev, Ft: ~
Cash'lg Height above ground, Ft: /. 2 7" Elev. Top of Casing, Ft. (Gnd Elev +Casing Height):$ I '2. ~ 'B3= "' Datum
'. . ~~ . . TEST IO:t-:6 \"- 4VQ.D>. Test length: 3.S Test Secti~n Depth (from Datum}: From !t.\fZJ. ~/t To \ 43-.':F:C (A) Depth to Water Table Frof[l Datum, Ft: 5(/:>, \8 .. Tllsl Water Tem'p: +i cp Saro P~essurel psi~'?,(., 'vJ cELL V-/ A. Tel?..~ . (, ! 1::: ( <;,{).,_._ /
(8) Surface Gage Height Above Datum, Ft.~. Depth to Center ofleet lnteJVaJ From Dat_um, Ft: 144, ¢'2.. (C) Distance Water' Table to Center ofTest Interval Ft. ~~ .f>l\ Static water pressure at center"' (C~62.4l144) ~* Baro = 5'5 MAXIMUM TEST PRESSURE, Po"" ([A+8*1] + c*o.57.) fPo = t ¢l5 ] TesfPressure sequenee"' 1/3 Po, 273 Po, Po, 1/2 Po, Po
. SequeneeiD:
Po Values: *1/3 Po"
....BJL: - ... - ~ .
A 2/3 Po=: 3.¢_; 1/2 Po"' ':5 '3 _ A~d A~propriate P? value to static pressure at cent~roftest lnteryal B C D E . . TEST NO. MP- 4\8~equence No. E Planned Center Pressure: . .l Co(/) Transducer Readings Before Packers Inflated: Top Z. 0 .&'?>.; Middle . !.54,:,@ :. Bottom: Transducer Readings After Packers Inflated: 'Top r;_,f.j), U ; Middle '04 ,(j) I*. :**'8ott6m: M P- 4-IFiA . 2:~ S e~u =J.4_Cer a FLOW METER READING, Gallons Middle
'Time,. FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi
Pressure, psi Initial Anal Difference
*ss ~
iB 6"2..4 ~life!; Iii 1'-l _ _ _
~'71 'e-'2.. t (1)1/) I dY1*, JS Mel2.a't..l5~;: j:.."'..,v._.
t.Ot)\ t.8 z.\. "" "' Vo~ZL\- ~';(..(., ~ _138A5 .":{(/) cP9~~~1fP¢ tS9ZL, \ '8 ezc., (,h ({) !4'2.81 "::'ff/J IF ( I":CJW-M(:f' ) fL. 0'-> IP9 ~ '2..3 ~ 3cf \B BZC., 18 82-~ . \ "Z- /55,')8' 85 ..
.(j)l:J '. Zt\ \ (/; {jJ ~8821- 1'!3 :52.8 \ z I (p~,t:f>3 85 .t/J"J l ?4l '3 (j) \ B'Oz6 18 82..8 ¢ .. (/> I C.Otfi,f.F:t 8G.
IP9.1 zs \ 1/JJJ \8 Bz~* 1:3 8*'t~ \ *t. I &,(J;, 51/J 8~
(/)9 \ Z."5 ).jib . \55(...';! l'B 831/9 \ -z..* *I (oqJ ,'5"3 '?(a ' fP'? \ z.t_.~,tbt/J \ B£)7>(~ ~8 g*~!:l!J C/) ct> \lof)]lt\.. _lS_G. z. lf.l"tJ) z.<...l ~u l Bzr!\CP . t~ 8>'3\ \ \to@,tA3 8/.o
-fiLf-':.l \ /fl(ji . \6~'3\ t B a~z.. \. '2- . \ t.,..c{J,G:, i 8l:. /3J..IC> ' . .. . .. ' ...... .. ~* .... .. .. --
9il1 I ~'1 '4'< ij;;,.1'"7'0M 7/eA.MS 5'8,:1--z
@_2_1?..8 ', 2~ 7;;...,. /'jL,t~;u~ 2t/J.Z5 From Preliminary Boring Layout Survey Form Approved for'Usa on Clinch River SMR Proiect- J. A. Tlce, Technical L.ead Form Rail 0- Reviewed by ,bfl.= l'l/(ll-f(/1 I* Clinch River Data Report Rev. 4 CRP-1112.16
Page E.3-258 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page 2 . .
.~t.s (J,uC~I Art}lcit BORING: M? ~ 4\8 A. tu 'A* II ~~ 1- ~~A~
DATE: '1-~ ~\ ~ \ 'b . *
' t7-/I6/JJ' DATA COLLECTED BY: Tow, M~G11.. 1.../...::r; "'"' .GonOA 'R"O <;(JL
~-IN TEST .PRESSURE: IJ. IIb '.1~ \11 'II 4II> psi
. ~ ~-- .A ; SUR.F...ACE.GAGE PRESSURE, psi CENXER~TR.ANSD.U.CER...-- ........
PRESSURE, psi
.\.)',.., ~..,... " r-~ b . ~/ ... -<Lc.'- ~.A ~*
J C"'~ 9-1e,.\'-\;) -......... ..._
. *. ~ ~ ~
EQUIPMENT USED *.3*~s 8~<...
Transducers: Mini Trol Serial Numbers: ~8-(:c. (CD -I c.~ f "!,) v/4 Z. l4 '?... ( <o ~ 2' 4' -I 3')
. ((o- \\-1~) /3A-C." r.:Lt."-"" c:u.\J¥rt(.l- ** M1~ - ::. *~ \. e;:, ~e \ c .....
c.., - z <<' , r "!, ) Surface Pressm:e Gage:. MIJJ **4 f /-/1,\t....I-S (Lt. -ll- 1'"')) THERM OME TE. ~~ L I"' 2 8 .('7)**1 -I '3) N t T R. 0 C.;(;; N GAt/ c! e: M. \t../-l .{ M \f-( - '2.- (S>- {I ~ *1 ~) Barometric P1*obe: I 'Z.-1 ~ IS ( <:., -I Z -I '3) FlowMeter: 83Z..438$ (P115LD ?:.8-n) Stop Watch: L. 2.5l.a ( e,;, ... \ ~ L l ~) Date o~ Calibration: "PA R-w t-.J Ytl r,; Sl s .
*Calibration due: Pos. < 7crS71t-Jt:-*
t*l\ p . . 4\ <al:.. z .R: (5) Z<tl 1*?> h (/)'? .. zI i(J '?) I ~*1- t l<Q W5L
.IV\~- 4 \'OA ~z. (B) ,2_(b I~- </J1 - Z-1 ¢9 ,7.ll;, VB
E:x,C.B.L MP-4~8A. 2:t..: (T) ~C/J l'~ w (j)f - z I <i?9\ '3<tJ I 1'3 \tJ5L lv\?-- 4\Sb.. zz. (T) ~ l ?;, ~ CPi- ~ Z I (]) ~~ '34l, r~ CXCSL
.IV\?~ 4 \BA Z::2 (t-A) ;G~ l ~ ~ o> :;z 2/ h ~9" 32.\.:Gt- 'v-..1 S L .MP- 4\'B~ Z2. (M.) ;Gq) \ ~ .. ar1 - Z I (/),9 1 '?)it_, ';(;1-- ExCEL .lv\P ~ 4va;~ E,2. (L) I(.,Q) I *~ (L) 1 1 w (,ii)<?. "oL\-, SCI \~-../ '3 L .1---"\P* *4* ~ 8/.\ 2'.2* (L J ~C/Jl3- (/J'f - 2/ *~ ExcEL; ct_~ .. <X>~. *~4. Set> ~*'2(-L;, ,~/I' hJ To*o 1<:.. VEi'R.."/ Ll 'l r L G /04 7GJ2..
Form Rev 0- Reviewed by ~:)2... Form Approved for Use on Clinch River SMR Project* J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-259 of 515
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 *Test Date Prepared By Checked By I B-Surtace Gage He1ght (n) 195.16 99 IMax Test Pressure (Po) (ps1) I 163 1/3 Po (psi) 54 2/3 Po (psi) 109 1/2 Po (psi) 82 Genter 1est 1nt1at1on Pressures Pressure (psi) (psi) Sequence A 1/3 153 203 Sequence B 2/3 208 258 Sequence C 1.0 262 312 Sequence D 1/2 181 231 . Sequence E 1.0 262 312 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 235.48 Number of Pipe Sections 11.15 lengtn ot sticKup above 1oc (tt) 17.96 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-260 of 515
Clinch River SMR Project Prepared by: t!.t>r Date: Double Packer Borehole Permeability Test Data Sheet Checked by: ~- Date: AMEC Environment & Infrastructure, Inc. AMEC Project # 6468-13-1072 Boring: MP-418A Zone; Z3 240.0 feet to 247.5 feet below ground surface Transd ucer 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) Pressu re (psi) (g pm) Time (minutes) Pressure (psi) (gpm) 16:13:30 0.0 99.45 16:22:30 0.0 154.66 16:37:30 0.0 208.25 16:14:00 0.5 no readlno 16:23:00 0.5 152.52 2 16:38:00 0.5 207.77 0 16:14:30 1.0 128.15 6 16:23:30 1.0 178.09 0 16:38:30 1.0 227.05 0 16:15:00 1.5 122.22 0 16:24:00 1.5 178.68 0 16:39:00 1.5 226.51 0 16: 15:30 2.0 162.78 0 16: 24: 30 2.0 189.63 2 16:39:30 2.0 233.53 2 16: 16:00 2.5 159.71 0 16:25:00 2.5 191.32 0 16:40:00 2.5 239.82 0 16: 16:30 3.0 158.28 0 16:25:30 3.0 190.89 0 16:40:30 3.0 247.42 0 16: 17:00 3.5 157.68 0 16:26:00 3.5 201.63 0 16:41:00 3.5 247.39 10 16: 17:30 4.0 156 .92 0 16:26:30 4.0 201.18 0 16:41:30 4.0 254.41 2 16: 18:00 4.5 154.11 0 16:27:00 4.5 196.47 0 16:42:00 4.5 259.78 0 16: 18:30 5.0 153.63 0 16:27:30 5.0 205.06 2 16:42:30 5.0 259.49 0 16:19:00 5.5 153.89 0 16:28: 00 5.5 205 .76 0 16:43:00 5.5 259.85 0 - - - - - ----~~----
'16: 19':30 ----- 6:0 154:64 0 16:28:30 --~---
6:0 -- --- 211:72 0 - 16:113:30 6:0 257:38 - *o 16:20:00 6.5 154.1 8 0 16:29 :00 6.5 211.69 0 16:44:00 6.5 26 1.73 0 t6.:20;3_Q_-. z.o - -*t5.!1..32. 0 _:i6;29_;_3_Q - z-Q 21 1.19 0 16:44:30 7;0 - - --261.75 ------ 0 16:30:00 7.5 211 .41 0 16:45:00 7.5 259.70 0
- . --- ***---*----- - --- - --*- .. ---. ---* -- - -- - 16:30:30 - - 8. 0 --- 212,28 _Q - t6A1i_:30 . ........ - 8.0 *-** 261.4!L 0 83 0 1~:00 20-8.23 f6:46:0U -8~ 5 26'1.55 16:31:30 9.0 209.06 2 16:46:30 9.0 264.60 0 16:32:00 9.5 208.64 0 16:47:00 9.5 262.90 0 16:32:30 10.0 208.25 0 16:33:00 10.5 207.97 0 16:33:30 11.0 208.04 0 16:34:00 11.5 207.79 0 Seq uence D (1/2 Po) Seq uence E (Po)
Elapsed Time Flow Rate Elapsed Time Flow Rate Time (minutes) Pressure (psi) (g pm ) Time (minutes) Pressure (psi) (gpm) 16:50:00 0.0 266.93 17:00:30 0.0 . 180.61 16:50:30 0.5 248.28 0 17:01:00 0.5 180.93 0 16:51:00 1.0 247.81 0 17:01 :30 1.0 180.92 0 16:51:30 1.5 241 .11 0 17: 02:00 1.5 203.03 0 16:52:00 2.0 231.50 0 17: 02:30 2.0 208.95 0 16:52:30 2.5 214.0 1 -2 17:03:00 2.5 217. 31 2 16:53:00 3.0 212.86 0 17:03:30 3.0 226.35 0 16:53:30 3.5 206.45 0 17:04:00 3. 5 239.52 0 16:54:00 4.0 205. 70 2 17:04:30 4.0 248.86 2 16:54:30 4.5 205.80 0 17:05:00 4.5 251.87 0 16:55:00 5.0 192.91 0 17:0!):30 5.0 252.26 0 16:55:30 5.5 193.71 0 17:06 :00 5.5 260.34 0 16:56:00 6.0 183.00 0 17:06:30 6.0 259.50 2 16:56 :30 6.5 180.21 0 17:07:00 6.5 258.58 0 16:57:00 7.0 180.61 0 17:07:30 7.0 259.31 0 16:57:30 7.5 180.70 0 17:08:00 7.5 262.09 0 16:58:00 8.0 180.38 0 17:08 :30 8.0 262.21 2 16:58:30 8.5 180.30 0 17: 09 :00 8.5 261.97 0 17:09:30 9.0 262.45 0 17:10:00 9.5 261.29 0 17:10:30 10.0 261.98 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-261 of 515
MP~418A Zone 3 6~\---~---~
':+*~-~-~~~-~~~~-"\+--~------~--------------~------~----------~--------------~-----~---_-_-_-_-_-_-_-_-_-_-_-_-_-_~----------~--------------~~--~~
J'~§ \
] 3 -~--*~----------------------~- \ . . ------------------..*----*----------*------*-*-----"*---*----*~-. -*-..----------- .. -----~---------~~---------------------------------
2 -r-~--~-------- ;---~-*"-------------*---- 0 +----------r--~~---r----+---~----------~--------~---+----4-----*-----r--------~ 0.0 1.0 2.0 3',0 4.0 5,0 *6.0 7.0 Elapsed Tim~ (minutes)
-1/3Po Netas: Test p1*essure approximately i/S oHha maximum test rate typ!<.:ally measured over a 30 second Interval.
MP-418A Zone 3 I
~ 1.5 +---1-----
E J'§ til"' J
~ . 1 +-~-r----+----+-*----------l*----------1-+----------~ *------
0 +----J.---......._-r__J.___, _______,~1"*-*!---..lo----v-----...........-*-r--~ -----~-'t---*,.__...., . _..,. . . ________ ~ 0,0 2.0 4.0 6.0 8,0 10.0 12.0 14.0 Elapsed Time {minutes)
--2/3 Po Notes: Test r,.ressure approxhn11tely 2/3 or the mmdmum test pressure (Po), Flow
"""'"'""'"'..,'""'~"""'.......,..,......,..... .,.,.,_,.,,.~.- ~~*""'""-" ~-***nnn~*~on*O*O..*on m*-*~~~.-.*fio""O"o"O<Off ~O~~-~*"~--*--:,.,_~n~--*---~~~-~lP..ls.!!!!'i.!!J~.~~!.~n~..2.~!;r.3!.!Q.~.~~2.!}~,!n!.~~~~~O--------*n-*,_..,.....,_,..., Kf Prepared by/Date: 1/);~'1 Checked by/Date: );....':ltl).. 't:te* it I. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-262 of 515
MP~418A Zone 3 12 ~---------------------------------------------------------------------------------~-- 10 4 +---------------------------~--~-+------------------------------------------------------- O;O 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 Elapsed Tlme (minutes) Nofes: Tad pressure approximately at the maximum test pressuro* (Po)~ Flow rate typleally measured over a '30 second lntervt~l. MP-418A Zone 3 2.5 1.5 +-------~--------------------------~-+--------------------------------------------- e o.s - -*-*--*---*--**-----*-*--*-----~---- ...-...----*----*-****............._.......... ~~--. ------*-------*---------..*-*-..**-----**-~*---- . -~-~. -
~ ~ 0----- - - ~ -0.5 .- ---~***.....,.--.,.....-*~*--*-~*"~..............---*..**o-*~--~-............-~ ... - ......-...-................ _,_, __...__ ~**-**--------..-~*-~--*p ____,. . . ,. .,.,._, _. . . ~. . _._.._~,**-*-*. ..--.. . .~. . . . . . . . ,_.,_.,,. . . . . . . . . . . .....,. __ ....__, -1.5 ..................................................................................................................................................................................................................... ,__ ,__,_,,_,........._ .............................................................. ,..................... , .................................. ,................ ,............... ,.............. . -2' ................_,_,.., .................................................................__ .._ ............................................_ .......______ ____,,___, ___ ~_,,, .....- .........- ......................._ ..,__,................ - -------"""""""-'""' *2.5 .. --------.,...........-------,.--~--........,,.---
0.0 1.0 2.0 3.0 4.0 5.0 G.O 7.0 8.0 9.0 Elapsed Time (minutes)
~,_*1/2 Po Notes: Test pressure apf)roxlmatoly 1/2 ofthe maxlrnutn test pressuro ('PO). Flow rntQ typically mcnsured aver a 30 second h1terval.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-263 of 515
MP~418A Zone 3 2.5 T"--------------------*-----------------------------------------------------------*------
~ 1, 5 "............. ,................................................................................................................................................................................................................................................... '"'"' ................................................... ,,,,, .........................................~.....................
e
~
1J. 0:
~
0.5 . -----*-~-----* ----- *-*--**_____.. ,,..:..-_________ --*--*--**--*---- ,----1...-..--*----*----**-*
o ............-~------_...--4***------**-U. . . . . . ,. . . . . . ....___....J_....- .*,... ........... J............,................................,--........~o.----ll... _._..,. . . . . . . .-.----***-*. . . . . . .,
0.0 2.0 4:0 6.0 8.0 10.0 12.0 Elapsed Time (minutes)
............._Po Notes: Test.pressure apprOximately at the m~;~xlrnlfm t'est !lressu!"o '{Po),
F!ow r<~te typlco.lly measured over a 30 se<fond lhtervol. Prepared by/Date: __t H"t--L_ . _lf-I,Ai'-'~jj__l,-lt(__ 7 Checked by/Date: _ _;_)A7Q,...,~rJ_..._, . :.!o:sz:0.p~:u:.-_ 9/.u.. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-264 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: CllnGj1 River SMR PrQi§.Q! JOB .NO. 64§6*13-1072 DATE: "::/- V) ~ /'3 Boring NoM?~ '"\\8~ *Borehole Diameter, ln.:3.e, Total B~ring Depth, Ft. '3R/,b Gnd Elev, Ft: ..fl!.1&
Casing Height above ground, F!: /. Z '7f Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): aI Z ,' '63- "' Datum TEST!~:/:(\?* 4\?.:.1~ e¥est length: ~ .s___ Test Sectl~n Depth (from Datum): From i?;:4 \, ~'1- To __f248, J t (A) Depth to Water Table From Datum, Ft: 4 9, '0(. Test Water Temp: :r *1-:;> Baro Pressure, pal: 14' '3 'Z tM<et.-t... tclM.i!L i""<<A ,,. .~F ( I "S .40"C)
(B) Surface.Gage Height Above Datum, Ft. I, 4 2. Depth to center.ofl'ast Interval From Datum, Ft:* '&4'5\IP7.. (C) Distance Water Table to Center ofTest Interval Ft. .1.:31.?!1_1(., Static water pressure at center"' (0*62.4/144) +Sara= Sl'9 MAXIMUM TEST PRESSURE, Po=< ([A+S*1] + 0 *0.67) iPo 0. ( (o?, l Test Pressure sequence:= 1/3 Po, 2.13 Po, Po, 1/2 Po, Po Po Values: 1/3 Po= __5A_: 2/3 Po~ ...J..!P.2_; 1/2 Po"' 8 ;?_
Sequence JD: A *B c *o E Add Appropriate Po value to static pressure at center oftest (nterval
. ~.-~ . ..
_.J;;Ao..L..._ Planned Center Pressure: TEST NO. MP:* 41'0/l.. SequenCe No. I?*;) Transducer Readings Before Packers lnftated: Top /8, G.. 9 ; Middle 98, @CZ :' Bottom: /(/J (,8]: Transducer Readings After Packers Inflated: Top f B '~ \ ; *Middle 9 9 ' ?!p : Bottom : I ~L;? (.. M P~41~A . 7-. ~ S e o u~-=J..JCG' A FLOW METER READING, Gallons Middle
'Time, FLOW, gpm Transducer Surface Gage . REMARKS Minutes Reading, psi Pressure, psi Initial Flnal. Difference ... - __ ........ --- 'SeGIN. \lt>\ \"'~:'.>\ ~tfl \8,'~lA ..... " ..., .... ':;)'?AS (2) I J.JCI2G'!.JS6 *r:::,_cw
(
~t\ \ 'B*":\Co~ . ~~ ~ /' ~t *~l?, ~.:0- ~\{f}$-' . No "Rf.i-'ti."DiJ.-u>t ~
( H.. \ ' \L\\.~IP l e'~Co4 .\ l 2> '::tCc+ ~
Co ~* \ ZS,\l.S . .l ~{0
\1..,. \ \':)~tpq) \81:to~ \$ ~~Hoi (/) (/) ~ ~~ ,7-.?.' t{)cp . \(,.) \~?13/.tl \ 1?'":\:~1-. ~s l*~~~* Q.\ (/; \tn 1..:18 . 5(.0 "b s-c.~~ $G:'- tfJ!(..<.:)W \l.o\ ~ l..\ctlll \ te, -::t~'1- V8 ":f(t;,t- (J (/J t C:S:>,l\ L\S D t.!iC re.r,:~A '$ tr ,P(-DW ~l!\ \V>\.'W \ '8":\<,.-q: ~8 i.(~'".\- (fj (/) \c:,s,ze ~~ (., ~(,\ \ T-\ rpc~ \,t) '::t-4>1- lB i<o~:f- (/) <Z> . \~1.U< 4'2..., \'-.!. '. \"::t\1>~ l.>'B'qC>1- ~'B ":}{.,1 <t> (/> . \ ".)(., 'Vt ' 4~* \1.., ', \ r'>\ WIP lB'-\(6"' Vg ~~-=t a (/) \ ~t\.\\ ""3'9' \,1.,\ \ E>~ '?>(t \B":\(.. ":\* \ 8 ':ICo1 (/) (/; \ <;)'3~3 39 ~
0 ¢ o~
~(,:,\ \ !:.) ~ QJ<P' *\'f)':\(.)~. t8 '::tL;l \"'5"?>,'2,<:: . 3:7 "'¢ itJ-*. - . .. ... .. . .... .. *- \~\~~ .. tS ~ c:SJA ,&4 ~*. ce.~~'1* 1-~~ ~ \,1,.,~ '5'3 tlo\ ~(/))1/J(j) \~"":\Co~* l8 q.(:;,':l* c6 (/J \tOt.\' \8 ~~
H... l 2.lP\ '3tP \ B.'::\*0'::1-- l8 7:/C,--:{. (/; (/) \ ?l\,12. 3<;J GMO
\(,
Ito' 2.1 l fP<fJ *6o *t(PJ~ .... '77ei>lt->5 l(/J I 'J"f Ito~~\.\ 3liJ 'ToP /Je/I.US J8.,'11
~*J=rom Preliminary Boring Layout Survey Form Approved for 'use on Clinch River SMR ProJect -J. A. Tlce, Technical Lead Form Rev 0 .. Reviewed by sfl- I""//' /()
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-265 of 515
DOUBLe PACKER BOREHOLE PERMEABILITY TEST DATA$HEET AMEC ENVIRONMENTAL &INFRASTRUCTURE,-INC,. Page 1 of2 PROJECT NAME: Clinch Rl'mr SMR Project JOB .No. 64Be*13-1072 D,Att:: "1- RIA~ I '3 Boring Notv\r'~ 4\?.:,f,'). Borehole Oiameter,ln.:3.e. Total Boring Depth, Ft. 3&¢ . Gnd Elev,FI: 1i.!..1.Je.
Casing Height above ground, Ft:/. 8? Elev. Top of Casing, Ft. (Gnd Elev +Casing Height):~~"' Datum .
lEST 1~:~?- 1\Vo/.')... e fest length: 3*'? TestSec\l~n Depth (tfom Datum): From i?.J!"t\,1?.,"1- To p48,J. 't (A) Depth toWater Table From Daiurn, Ft: 49,eG. Test WaterTem'p: ::t ~ Baro Pressure, psi: 14 3 ~ 6 lt-le'-c.., !UA7't~r...t '1(;;~-o,.. ,G.<'P "F ( I '5 ,4(t:) *c) (B) Surface Gage Height Above Datum, Ft. I
4 '2. Depth to Center ofTest loterval From Dat.um, Ft:* &4'3\!'/!"Z..
(C) Distance Water Table to Center ofTest. interval Ft. ~I(., Static water pressure at center" (0*62.4/144) + Bare" 99 I MAXIMUM TEST 'PRESSURE, Po= ([A+B~1]*~ 0*0.57) .(Po;,.. I(,~ 1 Test Pressure sequence ;o 1/3 Po, 213 Po, P<l, 1/2 Po, Po
Sequence ID: . A

B C D E Po Values: 1/3 Po':' ..fifL.; 2/3 Po:-.:~; 1/2 Po;, 8Z... Add AP,propriate P~valueto etatlc pressyre atcenteroftestfnterval .
TES~-NO. MP- 4\b~;quence No. B Planm~d Center Pressure: R,(b$ Transducer Readings Before Packers lnOated: Top { 8, G, 9 : Middle 98, ¢9: : Bottorn: I(/) (,81-Transducer Readings After Packers Inflated! Top MP~4l8A *Z ~ S !Ec.>I..ME~CC? B FLOWMETER READING, Gallons Middle
'Time, ,
FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, pst lnlllal Final Difference
)(..,' it-'2.. \ ~ (j \ '0 ':.\<., 'l- ..., ---- -;r--""- .... __ - .1<<54-d./)C. 4<LJ ~ TiJIZ'Wt.IP I ~U.(H>.Je:- J;:'._.,. ...... \\,:,I *~ ~~JP- t/1 \ %:':t&>-:r I B_ -=i-to g JIJ I ;fo'z.. I '5 2.'52. ACt? \Lo' t..."?J'l. ~ rJ \8 -qc.c,a \'8 ':!;(,;a rP {/) I "*S (/)9 ~"L. \~
r=.L
\ *z. '\-l v,JI,/J \ Bi*C.,8 . lg ~(,'e) ¢ (/; 1'":18,.l,B c1c I Nt.!Osf'AS<l'- ;::-c...ow \(.o \ 2..A *. ':'fJtl> ~%'"1-~g t'b '.':f(p"") \ Z- J B~.la3 ":f. '3 \(.,1 z.~ ~(/}II lEn-~' t'5 .1 V3 f(J (/; ,. 9l ,'$'2- . ':f'J, \lPl ZS\3!.P lO.:.*+(s,c:} ig {~~!) ('/> (/J l?JtP, B'? i *) /A>~I>Str PLc:JW . ' ,..- l *'"": z~.,;.lfPf/ l81-h~ IB v-~'7 ¢ ¢ 2{j} ( .l> 3 84 -fp ~.tl-f.!_:S.C' .N<.. <.)~,.....>
l\.c. ~ 'Z.(.p~ ~ ~ I ~ ':t Ct.':) \B :}(90) (/) c(J 2~1.15 84 .
l<.,. \ Z~l,Qht l S*':l(,."J' IS ":"JG,'J ¢ CJ ( 9{.,. f('l- t--* 84
\lt.>'. z::-\~'311 ~8"~{.. ~ 18 '.'f::J(tl \ 'Z- . ~tfJS (/J~ 88 } 1-)C/e~AS;E P(..oW llt.>' ZBWI@. . \ '2>':\;";f(l/ 1'8 'l*:tlt ~
c(> 'Z tJ'S' ";:1(* . 88
-** . "r:p cos \ l, t 28'\ 31/J . T~":.11*cP ~g 1Jql ij> ~ l\."'.f'L 'I::>£C/U!'t,.'/i( r-~ uw \ t;, \_ 2 <:;)', r{Jl) 1 'f> ~qcp l g '1i(P r(> cp Z.J/,t.a9- 95 \1..:. '1. !...';)\ ~(P ~ 8':{-::l(t) ~8 7.f1<tJ (fj (§ . Z,//, I'<J 9-4 't;;{JittUf.tJSCff:. t:'t...CI <...J (jJ Cfi \\., ~ -~(/JI!f!L_ i 'fY':\--:t~ t8 ":t::r~ ~l t.41 95 . D~te.<'!:AS~' P:(..Clt...J tl,\ 'f>C/J\}{/1 ' \ 'e.> 1 ':\((} t 8 ":t-;:e(JI (/) (! Zl '2. ,zs '}(JJ ~l. \ 1 I' V1Ll LtYi:":\*0 . l s ':f-'tcp (fj C! Z.I{J@, 'Z-~ 9(/J -~ ~*From Preliminary Boring Layout Survey \l'l.\l ~\1'1 Fonn Approved for'use on Clinch River SMR Proiect ** J. A. Tice, Technical Lead Form Rev 0- Reviewed by :£V Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-266 of 515
DOUBlE PACKER BOREHOLE PERME!ABIUTY TEST DATA SHEET AMEC ENVIRONMEN"f:AL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Plincb Rlv~r SMR ProJect JOB :NO. 6468-13-1072 DATE; 1- Z -z.. (C) Distance Water Tabla to- Center ofTest interval Ft. ~_!(a Statio water pressure at center= (C.62.4/144) +Sara = 9'9 ! MAXJMUM TEST PRESSURE, Po= ([A+B*1] + 0*0.57) [Po;. l (, 3> ] Test Pressute sequence:= 1/3 Po, 273 Po, Po, 1/2 Po, Po
Sequence ID: A

B C 0 E Po Values: 1/3 Po=~; 2/3 Po=~; 1/2 Po= 8 fL Add Appropriate P9 value to statlo pressure at canter of test Interval TEST NO. M?~ 4 \'db; Sequence No. _ _.f~o::::3:....__ Pla!O\ned Center Pressure: ~2~>.J~(/)~B:.........._
Transducer Readings Before Packers lnOated: Top /8, G:> 9 ; Middle '28, ¢ '7. : Bottom: I~ (,81-
.. Ttansducer Readtngs -After Packers Inflated: *rop I 8. ':f I .; Middle Sl9' *z. ~ * : Bottom: _ f f/){. Blo MP" 4l8A . Z? S l'=fi>Ui=J..-IC~G 13 (cb/oJ7 1::/)1 FLOW METER READING, Gallons Middle 'Tlme, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference t(.. l ~I *, "btJ ! B 7.'/-1$ 19 -=t+t \ 'Z.. 21/9 ,{/J(, <';)(I) lit:>\ ~Z .! 4'c1' 1~/~**\. i8 1-:-.tt - (/J 4' Z¢8,tA *9(J LC,. \ '3"L',I~ t ~':\-~- \ IS ~1l 1/J t/> 2~$.Z5 ~(/)
L&. ~ 3':)' (f}I.P \81-~1 18 ':\i-1 (/) {j)
2. G7, ~~ ~d)
L(.. l "5'J; ~c~ \<()'1-"":t\ 18 '=1".11 tP (/) 2¢8.~4 9Ctl tt. \ \
*~L\ {/)(J t Bi-11 {8 ~:?1 (/> q;' ?... fJ-:ft.";/'7 9(/J Glv~ /l..t34t45 "'J3ct>7.;<.:JN>.. t/ZAN':':. .. IQJI, 99 . tG.: '3S: zr; A>~'> ll- ¢> *=f¢ ! Oo Vl-AN:S' .. -- 1-* . ' . ' . .. ' .. . ... ..... .. *~ * . .... . .. .... . .. ... .... .. ..
f-- f---* *-
*.. _ t.
I
~*From Preliminary Boring Layout Survey Fo1m Approved for'use ori Clinch River SMR Proiect -J. A. Tice, Technical lead Form Rev 0- Reviewed by t£l: I '111 ( ~ {11 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-267 of 515
DOUBLE PACKSR BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: CllnohR!ver SMR Ptolect DATE:. ~ ";l/'A l'"l
** r- Mf!" ;;
Boring NoM?"' A~~!\ Borehole Diametet,ln.:3,B Total Boring Depth, Ft. ;)fij(/> Gnd Elev, Ft $I !.to
Casing Height above ground, Ft: /~ 8 7- Elev. Top of Casing, Ft. (Gnd Elev*~ Oaslng Helght):8lf!.,' M =Datum
. ~
TEST ID:Jv\?~ 4\'ei~ Test length: ~. S Test Secti~n Depth (from Datum): From ~.A\.~1- To_ 24 8, ?1: 'l-(A) Depth to Water Table From Datum, Ft: 49, B(, Test Water Tel\l*p: '::ttl- *J:::' Baro Pressure, psi: /4, '3 z
!Me"~,., I<)A7'o!i?L re-t-- ,p .. ~d.!;::: (. 1? *4ft1 *c 1 (B) Surface Gage Height Above Datum, Ft. I*4Z Depth to Center of Test Interval From Datum, Ft:* &45' 1 l'iJ "t.
(C) Distance Water Table to Center ofTeat Interval Ft. .1.52.~_._1(.. sratic water pressure at center= (C*62.4/144) + Baro "' 9 '3 MAXIMUM TEST PRESSURE, Po "'([A+B*1] + C"0.57) [Po;, lcq '?, I TestPressure sequence:' 1/3 Po, 273 Po, Po, 112 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po"~; 213 Po=~; 1/2 Po>~ 8;?._. Add Appropriate Po value to stal!c pressure at center of test interval
c. . '
TEST NO. MP- 4 \-'pi\ Sequence No. ~_,C ........_ Planned o*enter Pressure: ~-'-Z,"'---"Co.., . a,=-- TransducerR.eadlngeBeforePackerslnflated: Top /8,G:.9 ; Middle 98, ¢'2 __: Bottom: 1¢(.8]: TransducerReadlngsAtlerPackerslnftated: Top lB:~g.( ; Middle 9Sl,Z¢ :Bottom:
lttt.c:::>C..,
MP~4l8A * *z?:, S ~iJide..Hc& c FLOW METER READING, Gallons Middle* Time, FLOW, gpm Tranl!dUcer surface Gage REMARKS Mfnutes Readlng, psi Pressure, psi Initial Final Difference
/(,:.' l'"ll3til I~ T.f";;/7 *---- .... - - .... ~
2fJR.2<S' 9ll
/B<lf'Ciu.<.> /NCt2.<JPA'$t::- Pt..otoJ Ht>) 1>~ ~-~ \ co~-=t"1*z.. \B ';}'i*'Z. (/) (/J z (I 71 ':f*":t .C) eft tv) **~s\ ~u \84-';1-'"Z.. IS ~:::t-'Z- C/J (,f t.*z*'t.(l)5 t t;Py l.t.. \ ~"'.>- ~ rpo . I E>q.~z_ l8 ':11-"Z. ¢ r;J ~~~~\* i 09 f IJL,/l.t;I).<J.&" /.:!LOW ~1,\ ~~~\ *~cp Hr~-:t'-. 18 "f":\3 l z. *z...~*~t.:13 12¢ lv ~ t\Wtr;tJ l'B~*:n tB ".':f-'1'3. (j) (/)
Z~<.:> 8'2.. t Z-(1) /.v C.ti.AA*;t;.. Ft.c.....:J t (,;! 4- (,/W~ cl \ B'~'l. ~ IS i-1-3. Cfi *(p Zt\1,i\Z. I '?;(ff
/
J(ol 4\ ', (/)(} I 1(,~':.\3 18 :r18 ? lfJ *2A7 '3~ 13¢ '{A) (...ll5-A'* F'c..ow t(9) A-\~ 31.1 \ t3-:t~8 . l6 '1'.1'? \ z.. *Z-454.41 . f4¢* l(,ol L\ Z\ 1/J(/J IB~":\-~ 18 '::1-:t") tf; ($ ~'5'0.18 \ t.\ <li
\C...~ t\:z;w ~B'<\-;t~ lfi '=!-'+') (/) f6 iG 5':?A<J \L\1.6 I Jjt:.R4-A!J;;: Pt...<:>v...o . I 'el ":\-"\ "1_ ((J t/; \l~ ~ 43~1./J/.P 1'8 _"+/-jS ~5";)2S ~4({} I,.,., (,~4:>6"'_ K.¢1....:. \\..1 4-~13rtl \ 'O'i"t~ !B 1-1~ {/) (if Z'51 ~ L4<t1 I 1.. \ 4A I t.PIJ \8'1 '::t'7 18 +1~ ~ rp Z'-<./, 7.f3 1£\.e.
Lt_..l 44\~(/) ~ '&~*::!'} 18 *y.:j~ Jk ¢ ZGt l.i-5 t4_:z.
.\1,\ Z\ "5\ \?c..O \ <o':\-":\ '9 !8 ?-tf'7 ~ ¢ Z,',S9 ,i(/) l41 4-'? ' , '~(~ *\'0":\-';\<) 18 ':::/*1") 0 ¢ Z{.;./,4G.. 145 lL~t ll.b \ 4L..\ (/lib . ~ 8':\':\,~. 18 :t-~-~ (/) ¢ ZL.>tj.,s~ IL\S *From Preliminary Boring Layout Survey Form Approved for'use on CJifiCh Rlver SMR Project -J. A. Tice, Technical Lead Form Rev 0- Reviewed by ,G:J1.: ltV((~{( J Clinch River Data Report Rev. 4 CRP-1112*.16 Page E.3-.268 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL.& INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Project JOB .NO. 6468*13-1072 DATE: 1- ?Jh ~ I '3 Bor!ng No 1-!\?- 4~ '()/.\.. *Borehole Diameter, ln.:.iJ;L Total Boring Depth, Ft. 3 IG (/> Gnd Elev, Ft: ~
Casing Height above ground, Ft;.l.Jj_ '7- Elev, Top of Casing, Ft. (Gnd Elev + Casln(i Helght):8l z. 83= =Datum
. ~>
TEST ID:IA\"* 4:\'0~ Test length: 3 .t:;; T~st Section DElpth (from Datum): From :?.;4\. -;:..1- To _g/:\:8. '+/- i-(A) Depth to Water Table From Datum, Ft: 4 9, f:J(, Test Water Ten:ip: ::r4 *;:-: Baro ~ressure, psi: /4, '3 'Z (B) Surface Gage Height Above Datum, Ft. .1, 4 '2. jl../e~£-- !VA7',r~ f"c;r"" ,.,.
G.u<"'~C~ c ( Co.A.J7 1
2:'.:> .) FLOW METER READING,. Gallons Middle
'Time,. FLOW,gpm Transducer Surface Gage RE,MARKS Minutes Reading, pal Pressure, psi Inlllal Final Difference llb A.LtJ I I )C) J '11 "::/. ';} "') 18 ;~ '1*'7 ¢ <21 zt..A.,&,f/J 1Ll5 lL.',41- (J(/) lB*T:;}9 t'/3 *7.l*:, ~ (l5 (lj Z,G, 2,9(f! f44 !EIJ?:::->
f<..J4'f'!4C. /'5il;t"1'1:JM.. l,.e..<~.v:> ~
/(#2,(/JZ.. - f(q \ 48. ~ IS ToP* fk.t.~.J.S . I 8 I=/&
r------*
~*From Preliminary Boring Layout Survey Fom1 Approved for'use on Clinch River SMR ProJect -J, A Tice, Ted;nlcal Lead Form Rev 0- Reviewed by~ 11-{ (~ 01 Clinch Rfver Data Report Rev. 4 CRP-1112.1-6 Page E.3-269 of 515
bOUBLE! PACKBR BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch Rtver SMR Projeo! JOB .NO. 6468-13-1072 DATE: :J - '?i,/J *** I"3 Boring Notv'w* ~ A~~/),. Borehole Diameter, ln.:S. e iotal Boring Depth, Ft._]_~ Gnd Elev, Ft: ~
Casing Height above ground, Ft: /. 2 7- '
. e~
Elev. Top of Casing, Ft. (Gnd Elev+ Casing Helght):81Z, ?it= Datum TEST ID:N\?- 4\'01.~ Test length: "q,,S Test Section Depth (from Datum): From i?.AV~*1- To ;?48, 'f i-(A) Depth to Water Table From Datum, Ft: 49,B(.. Test WaterTem'p; *:rtl- *r- Baro Pressure, psi: /4 *'3 "Z t<le~.-~.- t<)A-rortt. -red'",._,,. ~P. ( 1-o .4<<0 *q (B) Surface Gage Height Above Datum, Ft. I. 42 . Depth to center ofTest Interval From Dat.um, Ft: * ?..As-. <ll c.. (C) Distance Walf3r Table to Center of Test Interval Ft.. ~If., Static water pressure at center::: (0*62.4/144) + Baro = 9<3 0 MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + c*o,57) .[Po;, I(,;, p ] Test Pressure sequence:= 1/3 Po, 213 Po, Po, 112 Po, Po
Sequence ID: A

B .C D E
. Po Values: 1/3 Po " ~; 213 Po:: ___i.ft ; 1/2 Po=> E'3 i(_ Add A~propriate Po value to static pressure at center of test Interval TESTNO. MP-4\'i:J~:quenceNo. 'b . PiannedCenterPressure: \8l Transducer Readings Before Packers Inflated: Top /8, G. 9 ; Middle :;28, 0 '2'. :. Bottom: I f/J ( *S]:
Transdueer Readings After Packers Inflated: Top 1 Vt> (<, MP- 418A. 2'0 s.a<fi}.~l f" 1:::1 c.~ b FLOW METER READtNG, Gallons Middle
'Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Dtffereri~
I<.. \ 'f> tf) \ WtP )8 '9-'?':J -.-- ....... ---- ....... - ...... zea~, ::> 3 i4G.. 7!U.'&IM "DI9c~c!i4U: l='t..o"" q:r::t:t9 cl> l~\ ~U9~~cf
~~-- 18 -:t-1-'7 cb 241\ (!.;5 . t '3C~~~
~~H.. 1 S\' !PIP \t\1: '~<) . t'g. T~'7 d:> d> r2A1J31 12 9 'ba{.!I!LfMG* FL-c:JW~~
\<..,\ s l \ 1({) ~8'f.';'f') tg -q:q. ~ d> ¢ ;GL\-~. \ \ \ lZ ' l~.o '. ~2\ 11>1./! \ '0'=\1-'1 H3 q.'*l~ (b a.* IG3l.CS(Il 11'3 1;:;&:oec:c.st.r CLL:;Jc...:. !t..' '5Z.l31J 'IS'=l*';;\~ lS ~qe *~ \ --z 214 fiJI 94 t<.>' :)~ \ l/)(1) . \e::t-~s* \tO -:t ':\ e rp r,t> f.__l2,SG.. '3'5 "bi!,C.Rq:tl$~ r-::c..ot...J lt.. \ ~;.n '3(() \8 "::t-'::\8 \8 ~ie a> cP ?,.f(i;.4f5. 80 *.....~
~~ec.~~
*r ~~~-I ,.lo
~~z..~~
~~"¢V*l,<~~
l~'. ':)~\ r:tJrJ \8~":1-S IS i*J'7 \ '?vtP't? ::j 4i *'r '1Jt.fc.M-41~ (!....t...ow
\t,' '5L\ \ ?J(} . -\8-q.':'-l-9 t*s ':ti-~ cP (/) z. ¢2';),8Q "::{5 \C..\ t5 '5\ (J>I.P I l3 ':fq-9 18 '::{::f., cp r{; . l ';)2.,9l -=1-5 tto', CO'? t3{.ti vo. ':j-~'7 bS. !:11' (/> ({J i93, *=n ~5* '"bli.c..tzitrt.. g&- /::'Low .
~~st;.f iPui ... i'i3 :j.. :t- <=) - . **- i~\' I'd -q:q., *q; i/ 183 (/Jt/1~~
~
~~G"'Z.~~
~~. ~(, \ S£.13(11 l B~*~e; ~~ ':t'.:J.~ ¢ t} ! 81/J 2.1 <'a>'Z.~~
~~lwl '5".:)' ¢CI t 8<;i-':f~ I~ ~F7'7 ¢ a I 73(/J, l.nt ~?.. rp~~
~~- rP IG\ ".):{13/i l'0'4;"::t"') ~s "::f-=19 18({J.:tf/J (p"'L.~~
l{o l '5flliM \~ '1':f'7 It) ~~~ 0 tP 18c'P.'3'B 6:,7.. z 0
-~ ~(,\ "::> 1)3c.l \ -n*:-.r:=l-9. I)'S '::t-' c:6 I~ <V,34l G,2_ G:).Jt:;;> *From Preliminary Boring Layout Survey Jr.,~ 59' 1v~ 13<>1'7(P~ TteAIU!J "'
u.: s~; '5':J.. 7".. , .7/e.4J<-) s 2. Fonn Approved for'use on Clinch. River SMR ProJect- J. A. Tice, Technical Lead Farm Rev 0 - Reviewed by 'jj"'t- l "\\I (~ ((1
~~Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-270 of 515~~
DOUBLE P*ACKER BOREHOLE PERMEABILITY TEST OATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllnd1 River SMR ProJect JOB.NO.*~~ DATE: ':':/- 'i:/jJ ~ I "3 Boring .No tv\?* A.\8/X Sorehole Diameter, ln.:$. e Total Boring Depth, Ft. 3 R. (/; *and Elev, Ft: ~
Casing Height abovo ground, Ft: /. 2? ~lev. Top ofCasln~, Ft. (Gnd Elev+ Casing Height):$ 12.:e:t "Datum TEST 1~: lv\?- !\: \~/),.,*~~est length: ~. S _Test Secti~n Depth (fi'Om Datum): From ~A\.~"1- To ,2,4 8, 1 1-(A) Depth to Water Table From Datum, Ft: 49,B(, Test Water Tem.p: '-7 *;~ Baro Pressure, psi: /4 3 Z IUet-c.. kJ..tr.i-~ nr....:-;; .C:.cJ "r- ( 1"5 .4GO *c)
(S) Surface Gage Haight Above Datum, Ft. I. 4 '2. Depth to Center ofT est Interval From Datum; Ft:* &4'3\IP<.. (C) Distance Water Table to Center ofTesllnterval Ft. ~!(.. Static water pressure at center"' (C"'62.4/144) *~ Bare"' Sl<::l MAXIMUM TEST PRESSURE, Po = ([A+B*1] + C*0.57) [Po;. ** I f.t:. ~ 1 Test Pressure seqllance ;= 'l/3 Po, 213 Po, Po, 1/2 Po, Po
~~Sequence ID: A B . C 0 E i~~
~~Po Values: 1/3 Po~~; 2/3 Po= ....J22_; 1/2 Po= 8K... Add Appropriate Pf?value to static pressure at centeroftestlnterval~~
~~
TEST NO. MP- 4\'0~ Sequence No, E Planned Center Pressure:* &6:> 'L Transducer Readings Before Packers Inflated: Top I 8, G, <;? . ; Middle . 98, 0 2 . : Bottom: I¢(,$]:: Tra~sducer Readings After Packers Inflated: Tap I e ~ ! ; Middle l . '7) t;> I Zl! Bottom: __1%2/,~ .. . MP~Al8A. 2:') Ser<:>u<!?"~-o~C& - FLOW METER READING, Gallons Middle
'Time, FLOW,gpm 'Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference I 1-! f.lP \':$U' 18:..18f/J "' ................... . .... - .---.
~~I 81J), 6> I (, z.._ $i:tG,IAJ~~
-~
1/./C.R/!r.A'jJI' F'L.~:>W I~) tP \\ fPU l8 ':t 5(() tS *:re w (/J .(/) 18tf), 93 .~ z._ m
-~ \'"-\ l '<:o l \ 11<fJ l8 i-80 l'i3 ':1-SfP cP 18tP.. 9Z.. G,t(_ I t>(.Jl!.tS 4S t! /t'(..Ot..v \.'~ \ (/)?..) (j)l) l8 :f8(1} 'B "18(!) {/) (ll Z@3.ffJ3. 85 . \'<!I \8 't8CIJ \. '8 (/) d>'
GtlZ.I'~al '.!'f8(f' 2(/)8,95 9'? I AJCMM11* F J..ac....; l~\ (/) 3 \ C/Jt!J l'._'a=t8(!)
*;,*o \* t9. ':f~l I 2 1?-1-:t 5 t <3 :>* J1-'C.t?..tr'--l>:>t: *-
~~P.'Lo w~~
~~\ ":\ \ tJ :I) 3@ lS ~sf \\3 ::t-8 ( C/J (/> 22t,_ 35 /2@~~
q, ttl4\¢W ta_~-ed LB 1BI (/) Cf> ~iP.>/iJ'L JZC/ *lvif(.~;A"f;;' J::t._cJu.J
\'~\ a?t\ ! 3 rJ l BiBI t~ +82. %1 ..;$ -z... *Z48,8G. J '3Z*
l~\ $51(.tl(tl I B*:tg*z. *l e *n7., 0 iJ;> 2'5l,~'(f ) 32- I JJt..t.tF4 s~ r-'Lt1"'-' l:\: \ (p '2.l3- (J L'B*B-z.. 1'8 i-8 "'L ¢ ¢ . 2t02,2<'.. 13 '2., I"';\\ tAP~ c,flU . \ IQ1-8'Z.. l fJ 1-8'2... (/) (/) z.c,¢,34 J4~
... 4r ... . .. .. *Cf:r-:r-~"l- *+t. . ~ '::\ ~ (pi,~*~*(~ 't 'G ':1-~i ~... 'Zt;)9,St.O l4~ ~ ':\ \ f/)1- \ q>cfl ~<o~"C>~ \~ *~l5'3. (/) rf; /(/58,7>8 I '59 ) N<-te?A$q J.-7-o <v' .
~~l'::t\ !Pt (left \5~8'> 18 ':16) {j) (~ 25%3! 14'2..~~
~~\1, t I/) 15\ l{>r; \8-:tocr~ l8 :1.s*~ d> cf; Z.&Z., {#<;J I tl"Z..~~
~~l*:t 1 ~oo:*s<P "£- "lEr~ 18 ':f84-I~~
.I **- 2: 2wz,zt J4Z-I':! '< C09l lj)rJ l '01:'84 !B. -784 (/J t./; ?6:.1, '?":.f 14 -z_ *From Preliminary Boring Layout Survey Form Approved for'use on CHnch River SMR Proiect- J. A. Tice, Technical Lead
~~Farm Rev 0- Reviewed by ~ \'11\l ~ llJ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-271 of 515~~
I" I I I f I I } I i DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE!T AMEC ENVIRONMENTAL &INFRASl'RUCTURE, INC.
\:
Page 1 of 2 I PROJECT NAME: Clinch River SM~ JOB.NO. 6468-13-1072 DATE: 7:1- Z/J ~ 13 Boring Nob'\?? ~~8A. Borehole Diameter, ln.:lJ;L Total Bortng Depth, Ft. 3R,(b Gnd Elev,Ft: ~ ' Casing Height abova ground, Ft: /. G
. 'if 7- Elev. Top of Casing, Ft. (Gnd Elev + Casing Helght):8l2.: C'ly "' D~tum TEST lD:N\?* 4Vol.~ Test length: ~, S Test Section Depth (from Datum): From ~.;4 \, ~1- To ZA 8, *q. ":f (A) Depth to Water Table From Datum, Ft: 49,6(; Test Water Tem.~;.3..1:::(-' Baro Pressure, psi: 14 ("j 'Z v..l~t-1,.. ~M*i,z. 'f[;:;....p ~r-* ( 1'5.4~"C\
(B) Surface Gage Height Above Datum, Ft. M.J. Depth to Center ofT est Interval From Datum, Ft:* &45', Iii'-. (C) Distance Water Table to Center Of Test Interval Ft. ~{(.., Static water pressure at center= tc*e2.4/144) + Baro"' 9.9 MAXIMUMTEST PRESSURE:, Po= ([A+El*1] + c*o.57) [Po;, !{., '2 j Test Pressure sequence :o 1/3 Po, 273 Po, Po, 1/2 Po, Po
* *. Sequence 10: A E\ C D E Po Values: 1/3 Po". ....:'ifL; 2/3 Po~ .......--...,-
~~I ¢9 ; 1/2 Po" 8 K.. Add. Appropriate~~
. Po. vali-Je . to static presSLire at center of test Interval TEST NO. MP- 4\'P~Sequence No. _.::::6=---- Planned Center Pres1lure: -.:...R-"-<.,= * ...;;:'C."'--_
Transducer Readings Before Packers Inflated: Top /8, *G.> 9 .; Middle ~ 1 ¢ '7. : Bottom; I¢ f,8 J:. Transducer Readings After Packers Inflated: Top . I BJ '":/) Middle * '~ 9, 2¢ Bottom: /(111, 9(..
~~I M_f-4J.BA 'C,. S ISt!JUr::::f.fCG e: (_ c() 1*"'/' II;) ) .~~
~~FLOW METERREADING, Gallons Middle~~
*rime, . FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Press Lire, psi . 'inltlal Final Difference 1'\.\ ~9\. ~ !.8 ~~~- B4- IS ::f84* (/) (/) t:C...Z.,4C5 ( 4 z. \"=\lt(/1\W~ i:\i.-?'~ 84 .. l8 ::fB4 d> (f) 2~1, Z.':Y 14'2.. '\ \\rt\\ 1tP tlO'::J.84* l8 =!-135 l 2... J?.).o l. ~e. l 4 "t. IE'ivr.>
~~1-::':/U/.l Zt "731>7"1 P/-A-. ~A"-'!. ~ I (/)Z, (()~_;~~

~~. lilJZ. ~ ¢~~

- 1!3, :':fv /' * -~ ,I *From Preliminary Boring Layout Survey t=onn Approved for 'use on Clinch River SMR ProJect- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by tl:linch River Data Report Rev. 4 CRP-1112.16 Page E.3-272 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TE~T DATA ;SHEET Page2 -i(.s 9,/'e- t V\-rpJ, ,; t~ "'II .~~ 3 T'ov *SJL lv//' /P . f ~SSllRE: ~~~ ';~ 1:1t~i.~J psi TIME,~ SURFACE GAGE C:ENTER TRANSDUCER minute . PRESSURE .psi PRESSURE, psi j /I / \; (""') / ' // ....._ l - / *"<::;~ ~ ~ ~ IC)~. <L '::f-1~ ------ C?~. EQUIPMENT USED 14 z. 14 -z, Transducers: Mini Trol Serial Numbers: '3 '$ "5 B :7.> (,. ( e,- 1~
I 3 ) , ~4+4 *. (t_., -z¢ -rs)

~\"538( (<...-2¢*15) Surface :Pressure Gage: 1\i\ \L/- ?'> ~ IV>~~:. 4,- *.1 ~ \1--/ * "5 ( (..- \ \- ,\*~) NITR-Pc.t""tw f'\fi-1.<./.-: I~ f-t\. \r.J~ '2.. *. .( G:.- 1 ( -/5) Barometric Pxobe; I Z I 31 5 * ( C.. -I Z ~ I 3 ) Flow Meter: 8 8 ~.L\ "::\ '0 e> ( \:::' 1..; L.p. L 'TZ~3 65-/-J-'$) .

~~Stop Watch: ~L....:.~:...::6~(..=-......_......l(h:l..a=--......l~~¢:::....--'l:.....~o!.....J'----~~

Date of Calibration: l1-1 Pt.>.R.",._.'TI-I'G'::ltS . *.Calibratioxi due: Yos"'; \ G"5 1"'110 c;q*

~~r .~~

J...lt.s :s ; * ' 4U3A-M,p-441 z*3 (13) Z _(/J/3 -()}'1 .. 2JJ .- n' t i- A-'5 w '5 L. '7 '4~~ Z ¢13-¢7- - 'Z@ I '1-, l ':t,4S 'M P -~t \_ I MP~-4-t. c3 (13) EXC.E:L. ~~\ 2:3 (T) Z(fl/3- C/4- ZfJ I '.:J, l Z,':)(. W'SL. ~..-V a~A- 1'9-... 12, '5(.. . (T) Z.,(/J!j - (JJ1 -ZlJ £X.CL M p-~~* ~'3 (M_) ! ~~ li~,S\ 23 2 (J1/. 3 -OJt - 2<fi V--!5 L t-I$Jt' Jvf..p~*. wu":)- t\:t :6~ . (M) 2(1)1 3 - CP1- - Z(J) li*, 14.,1)1 E)(C.C:L ' ~4-1\A.P-4 I*. Z3 (L) . !'v\P - 4$1" ~3 (.L)

~~2JJ,/ 3 - (fl'f - 2 C/J 2(1)1 3 -{(J1-- zc/J I'=/., I(,,} L.~~

I-::L I~-; *-s 7.. 1/../5 L EXCGL Fonn.Approved for Use on Clinch River SMR Project. J. A. Tlce 1 Technical Lead Form Rev 0- Reviewed by ~ . /t,.ktJIJ Cli11ch River Data Report Rev. 4 CRP-1112.16 Page E.3-273 of 515 PACKER TEST FLOW RATE GRAPHS Boring MP-419 Packer Test Intervals: (below ground surface) (below top of casing) MP-419 Zone1: 210.0 feet to 217.5 feet: MP-419 Zone 2: 135.0 feet to 142.5 feet: 135.3 feet to 142.8 feet MP-419 Zone 3: 120.0 feet to 127.5 feet: 120.3 feet to 127.8 feet MP-419 Zone 4: 109.0 feet to 116.5 feet: 109.3 feet to 116.8 feet MP-419 Zone 5: 104.5 feet to 112.0 feet: 104.8 feet to 112.3 feet MP-419 Zone 6: 55.0 feet to 62.5 feet: 55.3 feet to 62.8 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.3-274 of 515

~~jfl4fl. 1 f4U}~~

~~FIF No. 25847..601 .. KOI*CYOO*/o0011 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project- Site Subsurface Investigation FIELD INSTRUCTION FORM Specification Section:~~

5.3.7.2 Packer Testing~~ MP 419 Field Instruction: More than three packer testing depths may be required to test multiple fracture :zones identified in Boring MP419. To expedite testing at this location. the deepest zone in the boring to be packer tested is provided ln this Field Instruction Form .. Additional packer testing intervals In Boring MP419 will be Identified in a fUture Field Instruction Form.

Zone 1: 210.0-21 7.5 feet below land surface. (Tolerance+/-.. 1 feet) The*desired pressure ranges that will be tested in this zone is based on the calculation of the test pressures as provided in AMEO Project Procedure CRP*3- Packer Pressure Testing in Boreholes, Attachment B (Bechtel Power lnfoWorks 25847...S01*V14-CY00..00018*006)or latest *revision at time of testing. The test pressures will be determined just before the commencement of the te$tS by measuring the water level at the start of test. Ba$18/Justiflcatlon for-Instruction! The depth. of the above :zone was selected based on fracture zones ld~ntlfied from DRAFT geologic core logs, RQO analysis and from the acoustic televiewer logs. The bottom depth for

~~packer testing is limited to approximately 250.feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet. The justification of the press~re .~~

ranges that will be tested will be based on AMEC Project Procedure CRP~3 - Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 258474301*V14-CY00-00018-006) or latest revision at time of testing * . J 2013 Bechtel Power Corporation. Contains Contmctor Confidant/a/Information. PAGE 1 OF 1 c 1(: p- C/5'/ z . 0 /~1 2 of 228 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-275 of 515 FIF No. 25847*601*KOI*CY00~00012 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project~ Site Subsurface Investigation FIELD INSTRUCTION FORM Specification Section: 5.3. 7.2 Packer Testing In MP *419 Field Instruction: More than three packer testing depths are under evaluation to test multiple fracture zones identified in Boring MP 419. The deepest zone in the boring to be packer tested was provided in Field Instruction Form 11 (Test Zone 1: 210.0-217.5 feet below land surface). This Field Instruction Form (FIF) identifies two (2) additional packer testing zones In Boring MP 419: Zone 2: 135.0-142.5 feet below land surface. (Tolerance+/- 0.5 feet) Zone 3: 120.0-127.5 feet below land surface. (Tolerance+/- 0.5 feet) The desired pressure ranges that will be tested in each of the zones are based on the calculation of the test pressures as provided in AMEC Project Procedure CRP Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601-V14-CY00-00018-006) or latest revision at time of testing. The test pressures will be determined just before the commencement of the tests by measuring the water level at the start of test. Note: A separate FIF will be developed later that will identify the additional packer testing zones in Boring MP 419. * *

~~Basis/Justification for Instruction:~~

The depths of the above zones were selected based on fracture zones identified from DRAFT geologic core logs, RQD analysts and from the acoustic televiewer logs. The bottom depth for packer testing is limited to approximately 250 feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP Packer Pressure Testing in Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601~V14--CYOOM00018-006) or latest revision at time of testing. Prepared By: Name Date ©2013 Bechtel Power Corporation. Contains Contractor Confidential Information. /f-c..A' :.:: c.,/Cf>- Q 5I z_,o PAGE 1 OF 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-276 of 515 FIF No. 26847-601*KOI*CY00..00013 BECHTEL POWER CORPORATION

~~Project No. 25847 Clinch River CPA Project- Site Subsurface Investigation FIELD INSTRUCnON FORM Specification Section: 5.3.7.2~~

*Packer Testing in MP 419 Field Instruction: More than three packer testing depths are required to test multiple fracture zones identified in Boring MP 419. Three zones were already Identified In Field Instruction Form (FIF) 11 (Zone 1: 210.0-21 7.5 feet below land surface) and In FIF j2. (Zone 2: 135;0-142.5 feet below land surface; and Zone 3: 120.0 -127.5 feet below land surface}. This Field Instruction Form identifies three additional packer testing zones to be conducted in Boring MP 419: Zone 4: 109.0- 116.5 feet below land surface. (Tolerance +/- 0.5 feet) Zone 5: 104.5 - 112.0 feet below land surface. (Tolerance +/- 0.5 feet) Zone 6: 55.0- 62.5 feet below land surface. (Tolerance +/- 0.5 feet) The desired pressure ranges that will be tested in each of the zones are based on the calculation of the test pressures as provided in AMEC Project Procedure CRP Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601~V14-CYOO- , 00018-006) or latest revision at time of testing. The test pressures will be detennlned just before the commencement of the tests by measuring the water level at the start of test.

~~Basis/Justification for Instruction:~~

The depths of the above zones were selected based on fracture zones identified from DRAFT geologic core logs, RQD analysis and from the acoustic televiewer logs. The bottom depth for packer testing is limited to approximately 250 feet due to the packer test assembly and* maximum transducer cable length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWork.s 25847-601-V14*CY00..00018-006) or latest revision at time attesting. @2013 Bechtel Power Corporation. Contains Contractor Confidential Information. PAGE 1 OF 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-277 of 515 Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 Test Date Prepared By Checked By 190.33 97 !Max Test Pressure (Po} (ps1) 135 1/3 Po (psi) 45 2/3 Po (psi) 90 1/2 Po (psi) 68 Genter 1est lntlatlon Pressures Pressure (psi) (psi) Sequence A 1/3 142 192 Sequence B 2/3 187 237 Sequence C 1.0 232 282 Sequence D 1/2 165 215 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 204.50 Number of Pipe Sections 9.68 Ilength of sticKup aoove TOC(ft) 6.70 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-278 of 515 Clinch River SMR Project Prepa red by: (! 0 y- Date: .q.. -'lJ-J4!.. Double Packer Borehole Perm eability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 - - - .. *-----------~heck-ed ::**--~~~----~::~.1_~_~!_~ Boring: MP-419 Zone : Z1 210.0 feet to 217.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) Sequence C (Po) 1::1apseo 11me II" IOW rate 1::1apseo 11me r low rate 11::1apseo 11me II"IOW rate T ime (minutes) Pressure (psi) (gpm) T ime (minutes) Pressure (psi) (gpm) Time (m inutes) Pressure .(psi) (gpm) 15:44:00 0.0 96 .08 15:54:30 0.0 143.80 16:06:00 0.0 184.68 15:44:30 0.5 96.06 0 15:55:00 0.5 143.20 0 16:06:30 0.5 236.29 4 15:45:00 1.0 162.94 6 15:55:30 1.0 143.56 4 16:07:00 1.0 234. 19 2 15:45:30 1.5 156.17 0 15:56:00 1.5 179.79 0 16:07:30 1.5 235 .20 2 15:46:00 2.0 143.41 2 15:56 :30 2.0 180 .88 2 16:08:00 2.0 235 .89 2 15:46:30 2.5 142:61 0 15:57:00 2.5 182.42 2 16:08:30 2.5 235.70 2 . 15:47:00 3.0 143.43 0 15:57:30 3.0 185.42 2 16:09:00 3.0 237.20 2 15:47:30 3.5 143.43 2 15:58:00 3.5 186 .1 7 2 16:09:30 3.5 237.14 2 15:48:00 4.0 143.32 2 15:58: 30 4.0 185.07 0 16: 10:00 4.0 237.52 2 15:48:30 4.5 144.13 0 15:59:00 4.5 186 .11 2 16: 10:30 4.5 236 .60 2 15:49:.00 5.0 143.80 2 15:59: 30 5.0 186.07 2 16:1 1:00 5.0 237.70 2 15:49:30 5.5 143.64 0 16:00:00 5.5 185.56 2 16:11:30 5.5 237.37 2 15:50:00 6.0 143.71 2 16:00:30 6.0 186.18 2 16:U1:0U 15: O:;;O 6":5 K5 f8K51 2 --~- 143~72' 15:51 :00 7.0 143.23 2 16:01:30 7.0 185.60 2 16:02:00. - * * **~ -- 7..5 1.8.5:.6.9. 0 *- --- *-*- 16:02:30 8.0 185.83 2 --------- - -*-* - -*---- ----** ***------- --- **-* - - ***-****---- ---- -- - .....16:03 :00 -* --*- *-* *-- .8.5 -- --*--* J85.96 --- - ___ 2 . - *-****-*** .. -* ***- - - .. -----**- ***h***** ~-- Sequence D (1/2 Po) Sequence E (Po) *!::.lapsed Time II" IOW rate 11::.1apseo 11me II" IOW rate Ti me (min utes) Pressure (psi ) (gp m) Time (minutes) Pressure (psi) (gpm ) 16:1 4:30 0.0 237.68 16:26:00 0.0 164.42 16:1 5:00 0.5 177.91 0 16:26 :30 0.5 202. 75 2 16:15:30 1.0 169.08 0 16:27: 00 1.0 238.34 2 16:16:00 1.5 169.02 0 16:27:30 1.5 239.29 2 16:16:30 2.0 169.16 2 16:28:00 2.0 239.32 2 16:17:00 2.5 169.23 0 16:28:30 2.5 229.49 2 16:17:30 3.0 162.20 2 16:29:00 3. 0 232.40 2 16:1 8:00 3. 5 163.87 0 16:29:30 3.5 232 .87 2 16:1 8:30 4.0 163.07 2 16:30:00 4.0 233 .60 0 16:19:00 4.5 164.05 0 16:30:30 4.5 233.47 2 16:19:30 5.0 164.38 0 16:3 1:00 5.0 233.49 2 16:20:00 . 5.5 164.80 2 16:31:30 5.5 233.43 0 16:20:30 6.0 165.41 0 16:32:00 6.0 233. 18 2 16:21:00 6.5 164.63 2 16:32:30 6.5 233.51 2 16:2 1:30 7.0 164.13 0 16:33:00 7.0 233.89 2 16:22:00 7.5 164.53 2 16:33:30 7.5 234. 28 2 16:22:30 8.0 164.84 0 16:34: 00 8.0 233.02 0 16:23:00 8.5 164.54 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-279 of 515 MP-419 Zone 1 6' " .......................................... ...............................,. _____ ,,,...........................,_,,.,.,,,,_,,_....... - ..................,.,_.,,,,,,,,,.,_,,,_,,_,,,.....................- ..............................................................., ......__,,,. 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.fJ 8.0 alapsed Time (minutes) .....,_ .. l/3 Po Notes: Test pressure approximately 1/3 of the maximum test pressure (Po). Flow rate typically measured over a 30 second Interval, ...._,_j MP~419 Zone 1 4 - - - - -..-~ -*--*----------.. --.--~-~-------**----* -~-------- 3.5 - - * - - * - - .. - - * - - - - - - - * -..*-----*-..--..-*-..---*---*--""""'""'" ""'""""-*-----***-*-*----*" "" ____, ____*..,,___ 3 -- - - * - - .......\ - - - - - * - * -*-..*-******--*-"***--*-- * ---*-----*-**-*----------------------*-"---- --**-----:~~----*~*--"** ---~*-*--.........----*--*- '""' -- .......... .... ...~------.-.....-*--*----*-*-*-****...-*-...---*-*~-~~ 0.5 -t---1---- 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 Elapsed Time (minutes) -*~2/3 Po Notes: Test pressure approximately ?./3 of'tha maximum test pressure (Po). Flow rate typically measured over a ao second Interval. Prepared by/Date:___,X""-.,'ct"'l~\..':-::-t"7/L-ri/_IL"'7'(-:--- Checked by/Date: _ 7 $r*=*J.,~C/iu..*='"-'-/A=rl=-~ t/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-280 of 515 MPw419 Zone 1 4.5 ,-----~

4. . ............................... . ............................................................................................................................................................, ..........................................................

3 E' ~2.5 +---------~----------------------------------------------------------------~ ~ ~ li: ~ +---- 1.5 ............................................................................................,.............................................................................................................................................................__, __,...................- ...............- ..........."""""""""'""'""'"'"'""'""""""""""""'""""'""'""' 1 ___ ,__.., __,_..,_..._ _ _ _ _ _ _ _ _ ,.. _____._ _ _ _ _ _, ___.___,_____ .~*-----*~------- ..**-----------.----- 0.5 +------------------------------------------------- 0 .. 0.0 1.0 t..O 3.0 4,0 s.o 6.0 Elapsed rime (minutes) -*-Po Notes: Test pressure approximately at the maximum test presscwe (Po), Flow rate 'typically measured over*a 80 second Interval. MP-419 Zone 1 Elapsed Time (minutes) ---1/2 Po No test Tost pressure approximately 1/2 of the maximum test pressure (Po). Plow rate typically measured over a 30 second Interval. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-281 of 515 MP-419 Zone 1 2.5 r---*--------------------------------------~-----------------------------------* 2-0.5 * - -*-*- 0 ~ ~ ......,... u................ - ..........,r*"*"'--""'"'"'_ .......... r-'""""""' """"'"'"'"'1'"'""'"'"'"'"'~'"'""-""". ,.,_,,.,.,_,., ......................... 1_,,,, **** - ........................ ,. ..............................................r.-.............. ..-.... ,_,,_,,,.,, .. ~ *-.......................... ..-........, o.o 1.0 2.0 3.0 4.0 5.0 6;0 8.0 . g:o Elapsed Time (mlhUtes) Notes: Test pressure approximately et the tY)axlmum test pressure (Po). Flow rate typically measured over a 30 second Interval. Prepared by/Date :_-'-~-H.,..\..."17.._I.L/~4+-by.:....,l~~--- ._ Checked by/Date: -------.,)7""2= *b"""-'"?J)CL._q.~...[....'Ltf_ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-282 of 515 DOUBLE PACKER BOREHOLE Pli:RMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of2 PROJECT NAME: COnch RlverSMRPrQject JOB .NO. 646S-1a-1072 DATE; ':f.- ~-I"J Boring No MP.*4\":l Borehole Diameter: ln.:~ Total Boring Depth, Ft. 3?.-t£> Gnd Elev., Ft: 39~,4* Casing Height above ground, Ft:J!.L....2.'3 Elav. Top of Casing, Ft. (Gnd Elev +Casing Haight): 3' ':) S:l/:1., "'Datum . . . G. :s 2~ .'1 - ':) - 13 TESTID:~l\1?**4\') *z;\, Testlength: J=.'5 TestSectlonDepth(from9at~:~m}: From '6~\(12,(/) To Z.\ q.,s (A) Depth to Water Tabla From Datum, Ft:_f3~.--:~~ Te~t Water Tem.p: =t-'3 u(c Baro Pressure, psi: \ft., l\-C. (B) .Surface Gage Height Above Datum, Ft. '(... &>S Depth to Center ofTest Interval From Datum, Ft: e, \4, \1>':> (C) Distance Water table to Center of Test Interval FL 19lf!_~ ':)3 Static water pressure at center"' (C~62.4/144) + Baro" ~ 1.- MAXJMUM TEST PR!;SSURE, Po"' ([A+B*1J + C"0.67) {Po"' I oS 1 Test Pressure sequence~ 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B G D E Po Val.ues: 1/3 Po"'~; 2/3 Po= ...!fJ!!)_; 1/2 Po= G:>6 Add Appropriate Po value to statio pressure *at center of teat Interval TEST No.MP*'L\.\")~ \ SeqUeJ;lce No. A Planned Center Pressure: .!~ Transducer Readings Before Packers Inflated: Top IS ;~l.:> ; Middle 9(p, ;,e :. Bottom: \ <7>¢ *"3~ Transducer R~ftdlngs After Packers Inflated: Top IS, ~ c:3 ; Middle

9':1:, 04- : Sottom: . '2 B; *~e M~- J.\\.9 ~ t 5.-e, U. &UCG" A FLOWMETER READING, Gallons Middle Time, FLOW,gpm Surface Gage Minutes Transducet' REMARKS Reading, psl Pressure, .psi Initial Final Difference

\s l 4\.4 ~ltlq) \ \([)-q...~ ~ -- .,. "{:- ,.. .... ' -.... _... 9&>. (68 0 'Be&ttol j..;U<:;Je&'IJ.'Str- '"'R~s. l S\ 1.\i.\' ?xi! ' \ ({) 'q c:>* ~ \([J'q7J ciJ "¢ ~~. C/)3 5 ,[/.J c.rt.G'M ~ ""'P!Uf.-.s AS l:b(J) \\C{)': t '9 \ \ (pe:,'L. 3 (() . ~~Z;-94 50 AC:i\'~r/J \\~52- \ \f.PB'2- (b <J \%,\~ 4~ L\. (J> rJ) (p \\<05'2.... "\ \ t/) e,~ \ z. \4~.4\ 4Cb 4-v*~rP 1.\l,f.}SJ \ \({} .Bs d (/J \L\~,tu\ 40 4~ 0dl \. \{,llf!,3 \ \$6"3 dJ cP \A~A~ 4<:6 A.":\,~$ \\(b~Y~ \UPBL\ I *z. \A~ ,L\3 4<0 L\ !?) f/J (/J . '\\</)~6;,.. \ \lP~S I z. \L\~,~"2. 4c/J L\.6\ ~<P \\</J'BS \VfYor:s d C/> \Mt\'3 4Cb (\,(j :t/Ht \\'i>BCo. \1.(/)26 I 'Z, 1. 4~.cm 4cD 4~~~(/J \ \*tPBII> \WBeo CJ) </1 \L\~,lot\ . IJ,(/) ~r/J~ lbU \\ W'O<o \ \<081- l z \A~.:+l 4dJ* s<t>:"&P \ \,4\et- l\*q>a*1 cP dJ \A:~;9-'2.. *4¢ i j. I ':') \ \~(p \.\cpBt- \\{/)fj8 l "2.-. \A~.~ 4-<tl ~J..lf:::> l I' /5 1 S'l \ $1'/) 13C>7"7"t.J lA. 7iec.~J~ .,(p,iS l* t'5*c:52~ 3tf fof'> *-**-** "7-e41J$ 18, 32. *From Preliininary Boring Layout Survey 11.#' ~ '* Form Approved far'use on Clinch River SMR Project* J. A Tlce, Technical Lesd Form Rev 0- Reviewed by ~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-283 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page*1 of 2 PROJECT NAME: Cllncb River SMR Prolect JOB .NO. 6468-13-1072 DATE: -:f.- 9-1;) Boring No M p ... A.\~ ln.:*3~'b ';Jpcf> Borehole Diameter: Totel8ortng Depth, Ft. Gnd Elev, Ft: 39 c;; A* Casing Height above ground, FtJth.Z,~ Elev. i'op of Casing, Ft. (Gnd Elev *~ Casing Height): '3; ":> C?l, ~ = Datum TEST ID: ~fl..~ ""l\ \ ':l 7.1 Test length: Y* '5 :.. Test Section Depth (from Datum): From ~l!/J, @ To *2. l ::L.$.._ (A) Depth to Water Table From Datum, Ft: Zl~ 3-~ Te~t Water Temp: :r-'3 "E Baro Pressure, psi: \4, £\.'1.. (B) Surface Gage Height Above D.atum, Ft. ~

46 Depth to Center ofT est Interval From Datum, Ft: £, \ 10\-:. /fl S (C) Distance Water Table to Center of 'fest Interval Ft. \9(~~ '53 . Static water pressure at center= (0*62.4/144) + Baro = 9 ::+/-

MAXIMUM TEST PRI;!SSURE, Po"' ([A+B*1! + 0"0.67) £Po"' \'OS ] Test Pressure sequence:;= 1/3 Po, 2)3 Po, Po, 1/2 Po,Po Sequence 10: A c Po Val,ues: .1/3 Po"'~ 2/3 Po=- ...5J!/L....: 1/2 Po" . U:>B B Add Appropriate Po value to static pressure at oenteroftest Interval D E TEST No.MP*4\"}~ \ Sequence No. \0 Planned Center Pressure: ~ 83:- lransducer Readings Before Packers Inflated: Top \8 ,'Z.t.. . : Middle ~(,,"58 :. Bottom: t 1/)C/J, 3$ Transducer Readings After Packers Inflated: Top _ \ 'B (2..'? : -Middle * - *?.f=t, 04- *: Sottom: ~S.'-7~ . M\'l ~A\~ ~ \ ::n~ u a 1..>& c? B FLOW METER READING, Gallons Middle Time, FLOW,gpm Tr~;msducer Surface Gage REMARKS Minutes Pressure, psi lnltral Final Difference Q~adlng, pal '~ ~~\"'::>* l ~ i 5;>4 \1>JfJ \\(/)~'2.. ~- --- o)oo ~~~~~ 4(/> ~t'!T(.fflt.J IA>(..JU'UJ _<c:: t::'L."' ..._. If:, s 'dj)r/) \\.lb'7JL.. ~~ 95 *a \4~.Zl!) 4(/l . *ros\1>r/J \ \tpCV?.... \ \$ .~"\- 2.. l\, \A'~.~(o 4.({J

~~5&\$() \-\.Q)~ \ \\0'?!\. (/) (/)~~

\ '::\~J'i~ 'tS '5lllr3¢ \\(J)9<l \\({l<;)C5 l 'Z, \~((\,8_8 ":\S I /.J c..R..-AlS G'- f!!L.ot'-' ~::J. \ \{()9S \ HJl ~la \ 'Z, \ C82-A'2. 5(/) .. <5"'1\3lf \.\<O":J(p \w'a'"\- \ 2. ~~SAL.. 8{/J '$8 '\ \'P~i- \'0t;>9 \ z__ \ Blo ,\':\ 8¢ '58\~W \'1,(£)'9.8 l\\()t;)[l; (/J (/) . \ 8'?,Cbt '8(ft S~\qxp_ t\<P~8 \ \ (l) ';) c;, \ '2- \'&~ 1\\ ' 8¢ 'S~'i'o{/J ~ \lbC)I::) \ \'\ (/Jf/J \ '2. \ 8l.o.Cf+ ?:Jcp ~.)' (/)f.P \ I{Jcft \, \. \l{JC(i \\\</)\ I '2.. \'OS~ * . 8(/J *' (Pf/)\ ?,1/) \.\\(/)\ '2.. \\\(JJC: \ \t)i.o,\B ~(l)

wn (!){£) \ \\(Jl7,..... \ \\dY'$. \ *z.. .. \ 'O(o.S\ . Sf/J cf'll31P' \ \ l..t:J)'!., \\\C/>8, \ z. \ 'B?.MP Seft

¢ .'2.\ rprp \\\ t,ZlA \\\!PA.* (/) C/J \ ss.eu~ _... . __ ,_ 8(/) ¢Z..\ ;,!/) \\\ i[){J._ \\\cps \ 'Z. l. 5'5,83 8(/) (/)~\ {;j¢ \\\ !{)') \ \\0L, \ -z_ \ ~S.~f.p 8¢ IE'NO wFrom Preliminary Boring Layout Sutvey {t,Ali>L~~~¢ 'J3oi7DI"'-. ';}(.,,8-:f \ t..o \ \i'Jll '> "Mtl -r o ('> IS, '31-Fonn Approved fo~'use on Clinch River SMR Project* J, A Tlce, Technical Lead Form Rev 0- Reviewed by '7~ 11..--(( ~ 111

~~Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-284 of 515~~

DOUBLE PACKER BOREHOLE PERMEAB!L.ITY TEST DAIA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllncb River SMR PrQiect . JOB .NO, fl468-13*1072 DATE: :f.- 9-1:3 Boring No MP~4.\~ Borehole Diameter, ln.:~ Total Bering Depth, Ft. 3'Qtp Gnd Elev, Ft "?J.95A* Casfng.Hefght abO\Ie ground, Ft:.Jtb1.~ Efev. To,p ofCasfng,Ft. (Qnd Elev +Casing Height): J <.;)~,:-;,=Datum TEST ID: f\1\.\=l -ll, \ '? :Z \. Test length: '"f,"5 TestSectionDepth(fromDafum): From '6Jt1t},(/? To Zl'?f,ezi (A) Depth to WaterTe~bfe !!"rom Datum, Ft: Zs~3l Te~t Water Temp: ::r-"3 "E Saro Pressure, psi: I 4, ~C.. (B) Surface Gage Height Above D.atum, Ft. ~, (e;.S Depth to Center ofTest Interval From Datum, Ft:_~_\.~ S (C) Distance Water Table to Center of Test Interval Ft. I 9l/), 33 Statio water pressure at center= (0.62.4/144) + Baro "' 9~ MAXIMUM TEST PRESSURE, Po =.([A+B*1] t*c*o.57) [Po"' I"?>';, J Test Pressure sequence':" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po

Sequence 10: A B C D E Po Val.ues:. 1/3 Po"~: 2/3 Po=~; 1/2 Po"' CoB Add Appropriate Po value to static pressure atcenteroftes!lnterval TEST NO.MP~4\")'r. I Se!-tuence No. C _Planned Center Pressure: Z '?> R. .

Transducer Readings Before Packers Inflated: Top I 131 Z. 4 : Middle _'SI G. *5)8 : Boltom: t 0 ttJ, 3 5 Transduce~~a~~ After Packers Inflated: To~ l '8., Z.~ : Middle '7':.\JP4-.- : Bottom: M~-414 '2- t 56 is> u &1->t:.C? c_ FLOW METER READING, Gallons Middle Time, FLOW, gpm Transducer

Surface Gage Minutes REMARKS Reading, psi Pressure, psl Initial Final Difference I

IV __t,o<.o l (I) V 1\\\,\ "BS'dti.V ..... _ _ ,.;.~> .... "\"-,.._I 1s~.(,£, 8(2) l .u cil..<':'A s"" {..(.,p(A.J f- \LP \ (/JG, \ '3 fP \\\\\ \\\\ ~ ~ .t\- '23to,2 5 1~1- \U.\ d..l'i. \ (,br..p 1\\\"~ \\\ \L\ \ ~ Z\)4J ~ \Z,i-IV>\ OJ 'i-'1 ~* (,ll \\\ \4 \\\ \S \ ~ 'i?..~?.;W \~8* \ l.t> ~ t/J'B \ /PC/ *H\\5 l\\\t,., \ a..* ((.,'?>';),'39 ' \'C.~ \.~l' 1 <P%~ '?, cfJ \ \\\L;, \\\\1- \ ?v ~~~ 1:(/J \2.'2:> \'1:9', (/J ':)\(Jr} \\\\1- \.\,\\8 l ~ z,"b'::\,?..0 \ ' fJ (p \~ ~ CJ19~ 3

\~\?..\ \ \\"2.'2- \ ~ ~*~1.1(/) \~¢ \t.P *, \\\ ~(J \.\\i2. \\\'2.."!,) \ ?....- ~'j':\- ~';f: l~<tl E,uo - ltt..o'. \'2..\141. .Bor-roM... tte:A.AJ> *: 9*'4. H.* I\~' \~tqJ(I.l TcP 7£.A~->5 .. 18.. _3~ *From Preliminary Boring Layout Survey Fonn Approved for Use on Clinch River SMR Project- J, A Tics, Technical Lead Form Rev 0- Reviewed by Clinch River Data Report Rev. 4 CRP-1112 .16 Page E.3-285 of 515 DOUBLE PACKER BOREHOLE Pt:;RMEABihiTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME; Clinch RIVer SMR Pro.i§.Ql. JOB .NO. 6468-13-1072 DATE: '7~ 3-1 ;3 Boring NoM P~4\'J Borehole Diameter: ln.:.::;~ S F!.5~ Total Boring Depth, Gnd Elev, Ft: ~4* Casing Height above ground, Ft:Jth.'-<3 Elev. TopofCasfng, Ft. {Gild Elev +Casing Height): 3: ;;> c:,:),"":\ =Datum ' 6,"!;:. _C)~~.~-"") * ~-"'b TEST ID: ~/\.~ ~6, \ ~ h 1 Test length: 'f, '5 Test Seotfon Depth (from tlatu1.1* !!'rom 'f.>\(/), <P To Zl::tt;'fi (A) Depth to Water Table From Datum, Ft: ©~ ;"?v~ Te~t Water Te~p: :r-~ <>p: Bare Pressure, psi: I Lh 1.\-"Z. (B) Surface Gage Haight Above D_atum, Ft. '~. <o'S Depth !o Center of Test lntervai From Datum, Fe g, \4. (/) S (C) Distance Water Tabla to Center of Test Interval Ft. ~'3 Statio water pressure at center= (0..62.4/144) + Baro " 9 '""+ MAXIMUM TEST PRJ;SSURE, Po = ([A+B"1J + C*0.57) [P~ c:: I oS l Test Pressure sequence;:: 113 Po, 273 Po, Po, 1/2 Po, Po Sequence ID: A B C D E . . Po Val.ues: _1/3 Po =~; 2/3 Po=~; 1/2 Po== Cb 6 . Add Appropriate Po value to static pressure at center of test lnteNal TEST No.M?*4\5'l- I Sequence No. n* Plal'lned Center Pressure: \ wS Transducer Readings Before Packers Inflated: Top .\CO, 'Zt..> . ; Middle '?<a,':}<($:. Bottom: I¢1P,35 Transducer Readings After Pa.cl<ers Inflated: Top V6:z "'>
Middle ~~,cp4- *: Bottom: <;~8 11-:8 M'?- L\-\c;, . .'l. \ '5 E r.i\1 ue-ut.:.& 'b FLOW METER READING, Gallons Middle Time, FLOW, gpm . Transducer Surface Gage Minutes RI:MARKS Reading, psi Pressure, psi Initial- Final Difference Jk.l.lAnciJ> H\Z-~ ""_.,. ... <tc"- ; ; - . - .

2'37Jo8 ~~~ l'/5rif<Qt;.U ' ... -"""*~* f'vl.!ifU!cl"'*A.$'4" t"L. ow \ts:>\ tS \ t/J(/) \.\\ ~ ';) \\\Z'=) *C!> ' ct. Li:':(-,S'lt c;z.. l<..> \ :t? 1~ cp tH'Z:-'7 "\"2...'? 0 . c/) \1;.. \ \~ \ C/JIP \\ \"Z. '? (/j \<.c~.cP3 -~2. \\\2.~ (() \Cb~,lPZ GZ. \.1., \ \t.o \ ~Cfl \~\.'2.1:) ., \\1;(b t* 2.. \~S\.~(, Cs.t:. "0/J!Cfl.CFMr;: P-(...<::>U \t.\ l1-' r;Jip . \\ \'~}0 \ ~ \';;,({? dJ <:6 \to'3,Z~ ':50 l.u <Je<IF4 :5&' p:'t.:.O<...l \tD \ \-:t'lo

(,il \ \.\'1, \ l ~ \C...~.~{!) ~'5 l~..>\ \ro~ f/J~P \\\ ~\ \ \\~\ C/> (/) \ l..o~.t3i- s-c..; \ \,p ', \8~3~ ' \\\11\ \\\~'2_ l ~ \ ~),(/Ji' ISS \(_.,\ \ ';:)'. (/X) \\\"}"L \ \\'3 i (j) . ¢ \ C.OL\ lllS 5S \ \ \"'1'2.._ (j) \t, .'. f--='-o--* ~":}\](I) '-\\':;'L {j) \ GA,'?:l'j '5'S \l., I z.r;r rl'rfl \\ \1,?:.. \.\\~3 t *z.. \~~\~V? . 5G. \ l,p '. '2-f/Jl '3J/) \\. '~~ \\.\ 1> '3 <1> (j)- \l.l?A\ 5 ::=t' \(.p'< ' .tt:~ \\\~'1 ~ \\"~L\.. ~ z \ LtPL\,l..'3 *'5S \(.p ~ 2-ll 'jt/J' \\.\ "b A* \\\~b,. (/.> (/) \ w'-\ .\'7> 7><5 \lP \ 2'2\flt/; \\X~L\ \\ \.~S t* l. \l9L\-ro'3 5S \(; ~ ZZ\'3t't'l \\\oS \\\~5 (!/) cb ~ (.,(\,~LI,. ?<o ~<..:.> '* z.:; \/Plt I 'Z. 5S \\\l>fu. \\\~S \loLl;~/\ *From Preliminary Boring Layo~Jt Survey \~', U\, ~ rftcft 'B Oi"f'Cl Mo.. 7/bi.I.J,; '<- \(p\2.-A~J(/1 *-ro~" . T~t>.lo)"> . ,_ s& (ll../( '/(1 Form Approved fo;'Use on Clinch River SMR Project- J. A: Tlce, Technical Lead ' ' Form Rev 0 *Reviewed by Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-286 of 515 I* l I I DOUBLE PACKER BOREHOLE! PERMEABiliTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of 2 I PROJECT NAME: CHnch River SMR Prolee! I,
JOB NO. 61§8-13*1 072 DATE: '7

5?- I 3 Boring No MP~4\CJ Borehole Dlameter: ln.:~ Total Borlng Depth, Ft. 3 0@ Gnd Elev, Ft: ~4*

Casing Height abow ground, Ft:~'3 Elev. Top of Casing, Ft. (Giid Elev +Casing Height): 3: ':! ~;~"' Da\Ltm TEST ID: Jl.l\r,;t -1\ ,, 'l. l_ Test length: ;r, '5 Test Section Depth (from Datum): From 'g,;\(p, (/? To Z. \3-, '5 (A) Depth to Water Table !"'rom Datum, Ft: ~~~3\ Te~t Water Te;np:, :r-'3 "P Baro Pressure, psi: \ Lh 4-l. (B) Surface (3age Height Above D.aturri, Ft. ';:. .-(&.CS Depth to Center ofTest Interval From Datum, Ft: t>.. \4-. (/) S (C) Distance Water Table to Center ofTest Interval Ft. I 9!fl,";)3 Statio water pressure at center= (Cw62.4/144) *~ Baro "' 9 3-MAXIMUM TEST PR!;:SSURE, Po= ([A+B*11 + C*0.57) ~Po"' I ~2 l Test P,ressure sequence ;o 1/3 Po, 2/3 Po, .Po, 1/2 Po, Po . Po Val.ues: .1/3 Po= _IT; 2/3 Po::~; 1/2 Po::: Sequence 10: A .B C D E CoB .Add Appropriate Po value to static pressure at center of test interval TEST NO.M~*4\'2't:. I Se~uen~ No, b Planned Center Pressure: ;c..~*z. Transducer Readings Before Packers Inflated: Top I 5. 2G> : Middle Sl(o. 99 :' Bottom: \ tJJ(j), 3S TransducerReadlngsAfferPackerslr'!flated: Top \5,'2.'2 ; Middle '31:, ¢4 *: Bottom: ~5;*=!5_ Ml? -4\ ~ 2 l 5t=. CS> ue: I...)CC? iS FLOW METER READING, Gallons Tlme, Middle FLOW, gpm Transducer Surface Gage REMARKS Minutes Pressure, psl Initial Reading; psl Final Difference I\.I>' Z.!.o ~ ttHP t\\$ ~ .,.., -- . .,. ~- ,.,.._. /((>4 42. '5'5 '15 l;o$1 IJ.) t~<:.T{(f'A,$<;" /=c.,e><..l 2.t.. \ 3t/) \\\":l<::) \\\4.(() \ ' . z. 'Z.f/J2,75 \ *~ (/) '2.:~ \ ip(p \ \ 'J.\rJ \\\A.\ \ 'Z. \ Z> ((.) 2q,8'34 '2.-~t~c# \ \ \,l\ \ \\ \L\'Z... \ *z. ~~9.ZCJ \ ~ (/) 'Pec.rul'l:l s& i:::"l..d "-' 28\rJ(t) \;\ \L\-'2... '\\\L\~ \* ~ Z~'.:'l*::rz . . \'~c/) '2.,~~-:1,1}) \ \ \LI,"S \_\\Alt \ ~ 22.'3t!~ . \'2.,¢ [ooJ<Lrt.Si' 4~ c (;:'1,.,0"-> \"' \. 2)'3 \ {t)() \\ \L\4. \\ \L\~ \ '2. ?-.~~ .L\c.b \ '?,(/J \I..> *, Z.C) \'3ft) t' '~~ \\.\4~ \ ~ Z':)'2.,8';!-. . \'2:.. cs \,lo ~* ;,(j) , (j)t.IJ ., \ \4(.. \\\A.w {jJ (/) g,~~.c,(() VC..."S \t...~ '3(J)~'Y) \\ \AC. \\\L\~ \ 'Z., :z '3'~, 4~ \~c;) -" '. *~\\(/)0 ., \. \Q.+ \ \\L\~ \ ~ t.~*~ 4.~ \GS \LP '. '".?>\\ "?:.Ljl t\\b,.B \*\\~S . (/> (/J 23~ L\3 \'2-S \LP) ?JV.f[XJ '\\\46 \ 2.. \\\l\t.r ~~~.\8 ' \es \LP~ 3 2.\?W \\\A<) \ \\S(f) \ 2- 2'?;>3.'51 . \;?..17~ \(p '* ~~\1/Jifi \ \\Sql \\\CS\ \ z z:~~* \7.5 \u,*, ~~*. ~w ?v \\\~ \ \\\'S'L.. \ Z,~L\ Z.tl \~'5 \ttl 'c '34\ 1/)q \\\~"L \\\.St... -. clJ (/J *-~ Z)~,tfJ'Z- \'2..? E'l->b [t.p\'~'i>~ eN T;)oT'iO l"' '1"ru\ ~.>s ';> (, t ':\ '1 *From Preliininary Boring Layout Survey \CO,)') Fonn Approved for'use on Clinch River SMR Project- J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-287 of 515 DOUBLE . PACKER BOREHOLE . PERMEABILITY TEST DATA SHEET Page2 -d..,:.J ~el/1 A'rt l,r1 Mt Yl1 BORING: DATE:._ _..l~*-;;...1~-~IJ.__ __ .i7 ,./1 t;u., e- I T-ob DATA COLLECTED BY: 'J ,*,... baJ Jv.,J TiJ,.._ fi~ (,II SffiJT-lN TEST PRESSURE:._~t/1-lfA~----Psi SURFACE GAGE CENTERT~ TIME~ minute PRESSURE, psi PRESS s -- 1-* _. ~ II .t~V .,.., L.A....:.:::--- \ .,...t ::::...:-- .. EQUIPMENT USED Transducers: Level T**oll700 Serial Numbers: 335896/R24844 (shallow) 6112113; 315381/R24039 (intermediate) 6/201i3; 141142/R20367 (deep) 6120113; 315380/R24038 (spare) 6120113......,.._ _ _ _ _ _ _ _ __ Surface Pressure Gage: (Both Wika 213.53)- MW-3 (at pump); MW-4 (at totalizer) 6/11113 _ _ _ __ Barometric Probe: (Haro Troll} 121315/R22669 6112113 Flow Meter: CM~ster Meter 1344) - 8824788 tield checl\ed 6125/13 Stop Watch: (Sportline 220) ..:. L286/2786 6/10/13 Date of Calibration: D.ates In italics after equipmentserial number Calibration due: _Post Testing*-~----- PtL.c"6 INCLuoc; ALL. Sen':e.UIE"N05'"5 :: }V\ p ~ 41., Z.\ (8) ~<;b\'~~ 4'"1- ~ c,19 l(l(l,t.\-\ .4'5 \/.../ :Si,..., \'A? ~41 9 :ZI (6) ~Y0 ~ 3- (jJ1. - {/) 9 l {.p '4\,L\'G eXCt.toL JV\P-419 cl (\) 'eCb \ *~' £P1. .~ (/)9 It<> ,. '3<,, 3<! .W"b\...., !Y\P - 419 Z\ (T) ~(,6 \3 .-Q)t- ~ (j) 9 t t.a , >eo, 3 ll i2X<:E"L \V\P *~ .!\19' 't\ ( \'-!\) 2.. (/) 1*3- t.rt ~ (/)9 [ l, , *~ t?i I ZJ(_, V0 '5L fv\ p*~ 1.1.\") C.\ er-r..) g_,¢1 3- art - (J) 9 I'-" ~'BJ"3G. EXC.l::'r_ 4\11 t:.\ ~I ({>7);(/)f, MP~ (LJ ~ <;lll"3 " rp f. - {/) '7 \ \..0":-L IV\ \~'J I '1 t:l (L) R,.(JJ('3 - (/J 7 - (/J '?. \ *:q. *49 '? (/) (tJ ~ EX<:.E;'L. Form Approved for Use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0- Reviewed by )..12- rv-{(,~ IJ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-288 of 515 Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 Test Date Prepared By Checked By *111.90 63 IMax Test Pressure (Po) (psi) 94 I 1/3 Po (psi) 31 2/3 Po (psi) 63 1/2 Po (psi) 47 center 1est lntlat1on Pressures Pressure (psi) (psi) Sequence A 1/3 94 144 Sequence B 2/3 126 176 Sequence C 1.0 157 207 Sequence D 1/2 110 160 Sequence E 1.0 157 207 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 129.50 Number of Pipe Sections 6.13 ength of sticKup aoove 1 UG ttt) 18.34 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-289 of 515 Clinch River SMR Project Doubl e Packer Borehole Permeability Test Data S heet AM EC Environment & Infrastructure, Inc. AMEC Project# 6468-13-1072 Prepared by: Checked by: t t.:N7 r Date: Date: 9 I.:.J .If-" /!1 "t4-Boring: MP-41 9 Zone: 2 135.0 feet to 142.5 feet below gr ovnd svrface Transducer Location: Middle Sequence A ( 1/3 Po) Sequence B (2/3 Po) Sequence C (Po) 1 t::lapsed .l ime It-low rate I t::lapsed Time jrloW rate 1 t:.lapsed 11me jrlow rate Time (minutes) Pressu re (psi) (gpm) Time (minutes) Pressure (psi) (gpm} Time (minutes) Pressure (psi) (gpm) 8:15:00 0.0 62 .00 8:24:00 0.0 95.57 8:34;30 0.0 126.08 8; 15;30 0. 5 68.95 0 8:24:30 0.5 95.62 0 8:35:00 0.5 139.21 0 8:16:00 1.0 93.55 0 8:25:00 1.0 119. 19 0 8:35:30 1.0 151.39 0 8:16:30 1.5 94.89 0 8:25: 30 1.5 118.54 0 8:36: 00 1.5 151.80 0 8:17:00 2.0 95.43 0 8:26:00 2.0 130.07 0 8:36 :30 2.0 151.52 0 8:17:30 2.5 94.94 0 8:26:30 2.5 129.68 0 8:37:00 2.5 156.54 0 8: 18:00 3.0 95 .33 0 8:27:00 3.0 129.88 0 8:37:30 3.0 156 .69 0 8: 18:30 3.5 95.23 0 8:27:30 3.5 126.00 0 8:38:00 3.5 156.61 0 8: 19:00 4.0 95.29 0 8:28: 00 4.0 126.13 0 8:38:30 4.0 156.96 0 8:19:30 4. 5 95.51 0 8:28:30 4.5 126.21 0 8:39:00 4.5 157.26 0 8:20:00 5.0 95.27 0 8:29:00 5.0 125.98 0 8:39: 30 5.0 157.18 0 8:20:30 5.5 95.43 0 8:29:30 5.5 125.88 0 8:40:00 5.5 157.41 0 8:21:00 6.0 95.45 0 8:30:00 6.0 126.37 0 8:40:30 6.0 157 .07 0 8:21~30 6.5 95.46 0 8:30:30 6:5 126:35 0 8:41:00 6:5 156739 0 ----- 8:31:00 7.0 126.24 0 8:41;30 7.0 157.14 0 - **-*- * - --- -- ------ ...* - 8: 31:30 - -.. - -- - 7.5 -- --- 25;57 ~---- 0 --- 8:42:00 ---- ....- - --7;5 --- - -127.-23 -- - ~- 0 ------------- -- -- ' ' , .., . , , , , . , . , _ , __ _ , , ,,,.,. , --- o M *~-- * * * ** *

SequenceD (1/2 Po) Sequence E (Po) 1t::lapsed 11me H ow rate 1t::lapsed Time It-low rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure *(psi) (gpm) 8:44:30 0.0 157.45 9:03:00 0.0 113.24 8:45:00 0.5 157.58 0 9:03:30 0.5 157.29 0 8:45:30 1.0 117.42 0 9:04:00 1.0 157.37 0 8:46:00 1.5 118.72 0 9:04: 30 1.5 157.38 0 8:46:30 2.0 117.81 0 9:05:00 2.0 157.15 0 8:47:00 2.5 111.98 0 9:05:30 2.5 157.12 0 8:47:30 3.0 11 1. 81 0 9:06 :00 3.0 156.87 0 8:48:00 3.5 111.85 0 9:06 :30 3.5 156.54 0 8:48:30 4. 0 111.20 0 9:07:00 4.0 156.96 0 8:49:00 4.5 111.04 0 9:07:30 4.5 156.94 0 8:49:30 5.0 111.20 0 9:08 :00 5.0 157.50 0 8:50:00 5.5 110.83 0 9:08 :30 5. 5 156.02 0 8:50:30 6.0 110.51 0 9:09 :00 6.0 157.85 0 8:51:00 6.5 11 0.26 0 8:51:30 7.0 110.29 0 8:52:00 7.5 109.81 0 8:52:30 8 .0 109.85 0 8:53:00 8.5 109.24 0 8: 53:30 9.0 108.89 0 8:54:00 9.5 *108.71 0 8:54:30 10.0 114.05 0 8:55:00 10.5 113.42 0 8:55:30 11.0 113.73 0 8:56:00 11.5 113 .6 1 0 8:56:30 12.0 113.15 0 8:57:00 12.5 113.71 0 8:57:30 13.0 11 3.56 0 8:58:00 13.5 113.38 0 I 8:58:30 14.0 113.41 0 8:59 :00 14.5 113.74 0 8:59:30 15.0 113.67 0 9:00:00 15.5 113.59 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-290 of 515

DOUBLE PACKER BOREHOLE PERMEABILITY TEST DA'fA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Q!lpch River SMR Project JOBJJO. 6468*13-1072 DATE:~- \\- \~ Boring No J..ll, 1""*- 4l ~ Borehole Diameter, ln.: *3.* '8 Total Borlng Depth, Ft. 3 ~ ¢

Gnd Elev, Ft: '":\5:!'7 ,'!t

casing Haight above ground, Ft:~S? Elev. Top of casing, Ft. (Gnd Elev '1- Casing Height): ':f ~ '7:1. "\ = Datum TEST ID:\1/\?*A\9 L, ?-.. Test length: z* '5 TestSecUonDepth(fromDatum): From 135.*3 To 142,8 (A) Depth to Water Table Prom Datum, Ft: 2- ~' \1_ Test WaterTem.p :...::+/-rr- Saro Pressure, psi:* I. 4. :OS (B) Surface Gage.Height Above D.atum, Ft. 'Z.., <J:o.7; Depth to Center ofTest lnteNal From Datum, Ft: I 3 f), \

{C) Distance Water Table to Center of Test lnteNal Ft. ~ Statio water pressure at center"" (0*62.4/144) + Baro" Gl"3 MAXIMUM TEST P~ESSURE, Po"' ([A+B*1] + 0"0.67) [Po= ?¥\ J Test Pressure sequence ;o: 1/3 Po, 2)3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po" .JiL.:; Sft:F'o"' ~; i/2 Po"' 4'1 Add Appropriate Po value to static pressure at center oftest lnteNal TEST NO.!-.".~~ b.\'7 2:~~uanC::t~~' '177£. . -Planned Center Pressure: 94 Transducer Readings Before Packers Inflated: Top \"::l, AA ; Middle c...:.~, <Jrs :*. Bottom: G. (c

~~Scp Transducer Readings A~er Packers Inflated: Top \ ~. '¥!> : Middle <.s. \. *":'>~ Bottom: Ct> S ; <.b"7...~~

Mi?-4-\c:::'.> 'lit s e; b) u. e: IJ c.'t;. 6.. FLOW METI::R READING, Gallons Middle Time, FLOW, gpm Transducer Surface Gage Minutes REMARKS Reading, psl Pres~ure,_psl initial Final Difference ¢8 \ ,\ s l (J)(b I \ \ "5"5 .,.. ... ..... --- ..... ---- (c.~.¢~

f

'6~611/..1 . I .ue.~d'.<\$G'- F<...ow d>8: \ GS \'~~ \\ \'6<5 \\\S':f- (o8' I ~<5 'Z.l.> (ps!:\u'¢169 \co"7.1.; ~\\~1- '313 ,'OS ~-Cc *'$8; \(_o~~(fl \ '\ s-,_ \\\<=51- ~4.8~ IG""t tpg: \'1Yftlw \\ \'Ot '\\ \C"i>'"':\- 9S.A~ ?. :1- <PB: \ ":\YM . \\, \.:0~ \\\<.:;)-.:!- ~4.~::;)4 ~.'"1, (:.. ' q)B'; I B~ I,O(A \ \ \<5'1 \\\S':\* C)S.~~ . ~:t \B*~(() \\ V:Oi* \\\ S1~ ~<;) *~.;;) ~t- \ <=;J\ lPlll \\ \'0]- \'\'51 .. ~'3 'it<:)_ Z.\ \ <::>; 'J(P \\\ t:.? '1 \\\~"l ~SS\ . Z.i-- ~([J:tR!P, f-:- _li\~)1* \ \\e;":\; 'el'5 '2:t- ~'1-- 2CiY~G \.\\.'5'"' \\V£~ 9f) L\3. 2.l- ?.-\', rfi(} \\ \S4 \\ \-.:)1- 95,4c;:; 'R, '1- ;i i 0\\~(/) \ \\S:l. \ \\, <(, -=t . l;)<;),A(o *2:1 12/.la 1: rJ8: 22-.Z¢ B"o '1'"7 eJ 1<1... :* *- 7";4,,;~1..) ~ C.<S.~J'. laet'f!rZ54J (ot<' ?iCCP..Vf> *b /8, *~4-0 ~ *From Preliminary Boring Layout Survey .,: Fom1 Approved far' Use on Clinch River SMR Project. J. A. Tlce, Technical Lead Farm Rev o - Reviewed by jg.., /1,- (r fJ f , .; Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3~291 of 515 DOUBI..S PACKER BOREHOLE PERMEABIUTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch RlverSMR Prol\)c\ JOB..NO. 6468-13-1072 DATE:~-\\-\~ Boring No M\""-1:.\~ Borehole Diameter,ln.:*3. 5 "J:otat Boring Depth, Ft. 3Z...¢

Gnd Elev, Ft:~<\-*

Casing Height above ground, Ft: a;i, 2~ Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 3 ~;>.""\:::Datum TEST ID:N\?, A\9 Z: 2- Test.length: 9'* 5 TestSectlonDepth(fromDaturn): From /35,'3 To 14Z,8 (A) Depth to Water Table From Datum, Ft: ~'=1-' V\ Test Water Tem.p:3 3:..T- Saro Pressure, psi:

I 4, ~S (B) Surface Gage Height Above o.atum, Ft. '2.-, Ct:>C'f> Deplh to Center ofTeat Interval From Datum, Ft: I '3 'S1 I (C) Distance Water Table to Center of Test Interval Ft. \ ll. c;:xp Static water pressure at canter"'{C*62.4/144) + Baro = Co'O MAXIMUM TEST PRESSUR~, Po= ([A+B*1] + C*0,57} [Po= Sl4 ] Test Pressure sequence~ 1/3 Po, 273Po, Po, 112 Po, Po

~~. Sequence lb: A B C Po Values: 1/3 Po =_lli_;: 2/3 Po=~ ;. 1/2 Po= . "Z...., 4 *'1-~~

~~D Add Appropriate Po value to static pressure at center of test Interval E~~

TEST NO; 1--f...?.. -bt\'7 2; Ss~uahee No: Planned Center Pressure: \ '2f9 Transducer Readings Before Packers Inflated: Top \ <:!> ~ AA .; Middle t.t:> ~, t.2 '"2. :'. Bottom: G. <a

~~S(;fl.~~

Transducer Readings A~er Packers Inflated: Top \ ~ ,l¥/J ; Middle (s. \ * '7)':} : Bottom: Ct> S; (/;!-z.. Mv>* f}_\~ 't'Z.. S£S1£;,U~\.lC.G 13 FLOW METER READING, Gallons Middle Time, FLOW,gpm Surface Gage Transducer REMARKS Minutes . Pres~ure,psi Initial Rel:ldlng, psi Final Difference ¢6'2.4\ (JJ *~ ,_ 73emll*' \\\~"':!- ........ ~ 9'5.15"1- Zf-- I /.>CJe lf'.t\ SCI" /-""Lo '-' R.t\'.'~(/) \\\ ~"::1 \ \\S8 '7)5 (nZ. SQ) ZC::.\1./Jr/J \\\S8 \\ \SB \~':').\~ 50 I JJc:A*.f-A.:>IiF 1--;,_ow ~C:i\ 'M~l \\\'58 \\\~g \ \i:$.~4 (o(.ij C{JIJ ~(...', \\\~B '\\\.~8 \~(./>.{f)":) f.ccb ~to\Y~ \ \,\'$'3 \\ \CSS \'~~~~s (;>(/) 'tJI§Cf<..wA ~IF- f-/_ o ~ ~'HI))(}) \\\S5 \\ \~8 \.f-~.88 51-2.'-:t t <:jcp \ \\t08 \\xes 8 IZ-fsl ,(})CD '5S 28\1/;1./) \\ \':;)8 \ \VS8. I ~c.,.r3 591 ~8\1>a \\\SB \\ \C58 \'(.&,2( 5'S ?.-'?.> ', ~rP \\ \.<o~ '"' sc;s I 'i~}'S,~8 %S ~9~"30 \~~Sf,; \\\S~ \'?S 5~. 5CS ~C/J\ l{tP \\\!§11 _ \\ \'SB. /.:' /~;::~,+ 5c;' ,'J 03.¢: '3(ll \\\S't\ \\\ '=5~ \ Z4>.'3'5 55 CbO ., \\'0~ *~\I \ \\S~ \U*z.A rss a \.~ "g/~ \ '\'S5 \\\c'.;l,Pl 12.S/5 1- 5S {;;J..::,r:::> ;;,tg;1 'Z~{l:)' B<>T71: )h... 7/eAA>s c., '5' ** (/)I ¢8: 32/4:) To_.:> ~.4,.<..1> {8, '53 *From Preliminary Boring Layout Survey Fonn Approved for'use on Clinch River SMR Project- J. A. Tica, Technical Lead Form Rev 0 - Reviewed by ~ f'*v/1~ A'} Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-292 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL.& INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch RlyerSMR P(Qject JOB,.NO. 6468-13-1QZ2. DATE:~-\\-\.~ MP-41~

i Boring No Borehole Diameter, ln.

*;!, '8 Total Boling Depth, Ft. 3'l..p Gnd Elev, Ft: ~1>~ ,~
casing Height above ground, Ft:~~ Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 3 ~ :;,, ?\=Datum TEST ID:~,-?\\9 :-it 2 Test length: 7\ t;;2* Test Section Depth (from Datum): From I 3 s; '3 To 14 2 ., 8 (A) Depth to Water Table From Datum, Ft: :2. ":4, V\ Test Water Tem'p: '3:3:..:F Baro Pressure, psi:

I 4. "3<5 (B) Surface Gage Height Above D_atum, Ft. ~. (&.~ Depth to Center ofT est Interval From Datum, Ft: I3 e. \

(C) Distance Water Table to Center ofTest Interval Ft. ~ Static water pressure at center= (0*62.4/144) + Baro = MAXIMUM TEST P~ESSURE, Po "' ([A+B*1] + C~0.57) [Po::: <i;¥\ ] Test Pressure sequence ;o 1/3 Po, 2}3 Po, Po, 1/2 Po, Po Po Valuss: 113 Po ~ .Jl.l...:; 2/3 Po=~; 1/2 Po= 4\ '1 Sequence ID: A B C D E Add Appropriate Po value to static pressure at center oftest Interval . "t. - rEsT No. FK\=' ~- t.\':?1;-se~uai1-ooNo:- - --c--- -* -Pia~necJ -c~ntar rra-;~Ztr;.--- --p::-;':1~-- - - TransducerReadingsBeforePackerslnflated: Top \~AA* ; Middle u.~,lb""?.. :*. Botlom: G.(o, S(Jl Transducer Readings After Packers Inflated: Top ~~: Middle (? \. c:?:) : Bottom: CoS; (J:n... ?.. . q~ ' ':1 " \ \' \ ~ M?*ll,.\C?J "C:Z-. Se:~\..\.C:UC.'G c_* FLOW METER READING, Gallons Middle Time, FLOW,gpm Transducer Surface Gage Minutes REMARKS Reading, psi Pres~ure,psl Initial Final Difference Ll _................... ...--- ---- @8: 1>4l *~(J "BC:dtlp.J, ~S5 *rzto,({)S '55 /J..J~G47.i<fi' ~--~ 1:>~-' q)fj :3-s ~ (p'if> I\\ SS \\ \ 'ii>B I'?>~. '2..( . 8<V ¢8 \?>S l '3rf l\\~73 \\ \'ii:.8 15L,'~<?.> 8.qJ I sz; B : 3 (.,'\ lJl(jl L\\'53 l~\158 l'S~/6¢ 8(/) /pC.Ii!. IS' J. 'b (iF- ¢8: ~(., ~ 3(/) \\\'il<i) ll \?.8. I S/.fjZ 8'5 - ~a>B; 31".. Wf/J . \,\ \S<Q \ \'sev 1'5&:-M 85 ¢13 -~ ~'it ll \ 1'5 c.? 1?,(.I \\\~9 \ S&. &:,~ 8.'5 ~a~ ~s~~<t . \\ ~ S<>:J \\\ '5~ t S£b &:,\ 8S <'P8: 3'5~'3tP '\ \.\~':') l\\CS9> 1'5&,9(.'; 85 ~$,' ~~~4')@ l \\S~ \\\<=5~ ll'5~ 1 2l_, 8S 0[3! ~'?*'Jell \\\~~ \\ \_<'-5_9 l c;)* ~<5 85 f)J e: l.\ an ~fl \\\ S_~ \\*\'5G) JS~.4\ S5 §Jf!J .'A C# ~ ~J! \\\ Sc:> I\ t <5'? 1$':/,~? ~"5 ~;A\\ (t)@ \ \~'1>";) \ \v:;. '3- /5t:, *.39 *8S <>>8 ,' 4 t ~ ~ lP t \ \.'5~ t \\ .::;)') 15'::/. 14 8S .~s 11\.7.-\£@ -85 l ~\.'5~ Ill~~ ; 57.23 ¢8/ 4ZJ/f¢ 'Br:>r?"o~ 7i~ll"-~ .. (, 5' . tlJ(a ~3'43!2¢ t-o~ 'ti24A-:!> ' 7 18,'31 *From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project. J. A. Tlce, Technical Lead Form Rev 0- Reviewed by~ l"'to((' {Cl. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-293 of 515 DOUBLE PACKER BOREHOLE! PERMEABILITY TEST OATA SHEET AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC. Page 1 of2 . PROJECT NAME: .Q.!Irlcb RlyerSMR Project JOB,.NO. ~468-13*1072 DATE::!- \\~\"b Boring No M P*- 4-l ~ Borehole Dlameter, ln.: 3. 8 Total Borlng Dspth, Ft. 3 Z. p Gnd Elev, Ft: '"':\1>~ A* Casing Height above ground, Ft:~~ Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): ':t ~ ;:>. ?\ = Datum TEST ID:\'4\?*A\9' z._*~ Test.length: 9'

5 1*est Section Depth (from Datum): From I 3 5. '3 To 14 Z, 8 (A) Depth to Water Table From Datum, Ft: ~ ":/-, \L\ Test Water Tem.p:3 _LF Sara Pressure, pel: *) ~L ~S (B) Surrace Gage Height Above D.atum, Ft. ~, e&>'7> Depth to Center ofTest Interval From Datum, Ft: 13 'a* \

(G) Distance Water Table to Center ofTest Interval Ft. ~ . Static water pressure at center= (C*62.4/144) + Baro :: . CD '0 MAXIMUM TEST PRESSURE, Po"' ([A+B*11 + c*0.57} [Po"' ~ 1 Test Pressure sequence;" 1/3 Po, 2}3 Po, Po, 1/2 Po, Po Sequence ID: Po Values: 1/3 Po" _3.L: 2/3 Po=~. : 1/2 Po=~ 49 A B C D E .Add Appropriate- Po value to statio pressure at oentar oftest Interval

~~-*- - ----rEsrNO:-l<J\?o;cb;.\C:OY'Z:Se~ueno~~

*~ e No. '1.:)- - --~----------,_~------------------- Planned Center Pressure:~-"\_,_\~¢~- -------- Transduoer Readings Before Packers Inflated: Top \ ~, M ; Middle l.b ~, tb?, :*. Bottom: G.~' S<J. Transducer Readings A~er Packers Inflated: Top \ ~, 4¢ ; Middle Cs> \. ':?~ : Bottom: ~~ ; @:.. ' E:(;)L\.!t:WC.G Fl:..OW METER READING, Gallons Middle Time, FLOW,gpm Surface Gage Minutes Transducer REMARK.S Readlng, psi Pressure,.psl Initial Final Dlfferel'lce ~814A ', ~4.) Ill 13_9_ ---- _... _. ,_. .... -- 15'=t.4S 85' J:;>C["&tl~ '1:JG'-C~i! 'if& /-_.,.1-.t!;>W L\S qi(f) \\\ "5'-) I fl !5} I 5'.:),5~ 4'5 ~.s ~ 7>(P Ill 'S:'J (/ ':7 .4 2- \~ \~9 4-'5 L\(Q. @(/) \'\ ~? <:') tU ?9 I ~8J -=t-2 4S '/::JIZCitcr.ASG' Ao~u 4(,~~(/) \ \\. CSS:l Ul 5'9 I f 1-.8/ 4¢ 4 i-H21(}> . \\\G,;~ l \\ 5~ lll.')8 4¢ 4~~~/.P \.\ \~ ~ l\\ t5:t \\ t_g \ 4(2) 4 8 ~ (j)(/) \ \\ CS'2> \\l ~<;? I P.8S 4¢ 48' 3{,1) \\\'5~ t\\"5'? \\\.Z

1.\~:~!Li \\\c!bt) \H.c;; ~ \ t \,(jJ4 40 4 ~\30 \\\St;, \\ ~'5"-;.> \\LZ¢ 4-0 ~ $! ¢.J \\\~'J \ \\S~ \ \itJ,8?, . 4~. '5 {/1 ~ '?.l/1 \\.\ ~<';] 1\\t;)C} U(.I).SI tv/J OS\~ lPtP \\ \'S ';] I\\ %'? \\Q:) ,£(, - ACLl s l~ 3(/; \\\S:> (\\S~ \ \¢,2.:> 40 "5. 2-'./P@ \~\~':} \U '5~ \¢";)\51 40 '52 :?J¢ \\ \S~ . \\\S"? Ub9~5S L\-¢1 ~- 5"":>/@cP \\\ S'? l u _";;>') l~ 7X2A 1 4(/J *From Preliminary Boring Layout Survey Form Approved for.Use on Clinch River SMR Project- J. A. Tlce, Technical Lead Form Rev 0 *Reviewed by 2}3-- (Z..-1 ~,..j J. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-294 of 515 DOUBLE ?ACKER BOREHOlE PgRMEABILITY Tl:ST DATA SHEET AMEC ENVIRONMENTAL &INFRASTRUCTUF~E, INC. Page 1 of .2 PROJECT NAME: Clinch River SMR Ecm JOB..NO. 6468-13--1076 DATE:"'\--\\~\'""!, .I Baring No MP*- 41~ Borehole Diameter, ln.:*3, 'B t:otal Boring Depth, Ft. 3?..¢
Gnd Elev, Ft: '19~ A*

Casing Height above ground, Ft:..a!t.Z~ Elev. 'Top of Casing, Ft. (Gnd E:Jev +Casing Height): ':f '::> '?. :X"' Datum TESTIO:N\V>*A\9 ::2!:.. ~Test.length: ::z, 5 _TestSectionDepth(fromDatum): From /35."3 To 142,8 (A) Depth to Water Table From Datum, Ft: g. ':1*, \4 Test Water Tem'p:~ Sara Pressure, psi:

I 4. '".:>S (a) Surface Gage Height Above D.atum, Ft. ~. G::>'O Depth to Canler of Test Interval From Datum, Ft: I 3 ~. \

(C) Distance Water Table to Center ofTest Interval Ft .lJ.1.W Static water pressure at center"' (C"62.4/144) + Baro" MAXIMUM TEST PRESSURE, Po"' ([A+8"1l + c*o.57) [Po= $4

~~1 Test Pressure sequence ':" 1/3 Po, 213 Po, Po, 112 Po, Po~~

. Sequence ID: A B Po Values; 1/3 Po ~ ~ 2/3 Po==~ ; 1/2 Po"' 43 0 D Add Appropriate Po value to static pressure at center of test Interval E - - -- ---;-;-;:::---.- :=-="Z:: - .-:!;L _ Planned Center Pressure: - - - - - --~ TEST NO. IJ\~

b.A:? ~ Se~uence No, Transducer Readings Before Packers Inflated: Top \'7J, AA ; Middle !..&> ~, Lb""2.. :*. Bottom: <'.c. (c

8<~

Transducer Readings A~er Packers Inflated: Top \ 8. 4¢ i Middle -~ \ * ::>~ .. Bottom: 0> S; Clr"L e: ~u. =: IJ c.'G D (c. 01-..l( (.::. FLOW METER READING, Gallons Middle Time, FLOW,gpm Transducer Surface Gage Minutes REMARKS Reading, psi Pres~ure, psf Initial Final Difference ~s~~~~ ;,t~ n'~'? \\\S~ *- I (/)8,& '.J 4<lJ 11-'t..ll.dl:\$ <( t:l..,t..-o (j)f}l C::,L.\ ~ ¢'t/J \\\.S'? \ ~ \e;;*eo /f,/lfJ,'"':f( 4'0 -*- !(.1t3 \ .'04 ~ 3(11 { t Ll, (1)<5 ~ \\'bCJ \\1?~ 4-s *rJ)fJ ~ tV?', ~(j) \\\"5'? \.W=.-lc;, l\'1,A'Z.. As f/)8) '0'0~ 1¢ \\\S~ \,\\"5~ \\~ :=r3 4'3 f,fi 8 I COG.\ LJJ¢ \W?':) \\\~ot;> \\ ~ .L. I L\S ¢8: ?~~31i ~\\.S~ . \\\'50:0 \ \*~ '\S . L\.S 1/J{!: C:J-H f/)~ \ \\~ 'S'3 \\.~ .1-.l \\~~ 4S (l)i?: ~~\ "":)U l \ \S'P \\\S~ \\ ~ ,S(.. 4S 1#8 : "5 73\ fP(j, \ '\ '5~ \\\.~~ \ \~.~8 L\S fflB: t5B \)~ \\\~~ '\\:\~":J \ v~,L\\ 4S ((}(3 : rs~ ~ ~P \ \ \ c:;>";) \ H c.;; -p* \l~,.'::\L\.. 4-s @8; S~\~0 l u '59> \\\~;> \ l *~ (, '1- 4-s ' . ¢>';) l r/H/} I flU \\\S'";) \\\<5t.;l ~ l ;3 I S':l '4'5 ¢'!>I ~~ l ((Jt,J 73/J '7'"70 ,<A 7/2tv.; :> (., t5, (1)4 {'jj'f) )¢1'2.(4, T~P 7/'<?.4.<.JS lf!:,.Z$ *From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project- J. A. Tloe, Technical Lead Form Rev o- Reviewed by ~Jtr lt.-/~-P Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-295 of 515 DOUBLE PACKER 130R8HOL.E PERMEAI31l.ITY TEST DATA SHEET AMI::C ENVIRONMENTAl~ & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: ClinCh Rlyer SMR Prolect . JOB,.NO. §4§8-13-1072 . DATE:'"\-- \ \~ \.~ Boring No M"P*-4\~ Borehole Diameter, ln.:*S. 'B Total Boring Depth, Ft. S~¢_ Gnd Elev, Ft: 'lSl~A* Casing Haight above ground, Ft:~~ Elev. Top of casing, Ft. (Gnd Elev +Casing Height): ':t ~ ;,, '""\=Datum TEST ID:N\.'C-A\9 :i!. R.. Testlength: 9'

5 _Test Sectio~ Depth (from Datum): From J 3 5 . *3 . To 14 Z , 8 (A} Depth to Water Table From Datum, Ft: ~ '=!- '\L\ Test Water Temp:~ Baro Pressure , psi: *I 4-. ~S (B) Surface Gage Height Above Datum, Ft. Z. .C:O'O Depth to Center of Test Interval From Datum, Ft: I 3 5 *I (C) Distance Water Table to Center ofT est Interval Ft. I \1 /::X',!) Static water pressure at center= (C*62,41144) + Baro = CO'O MAXIMUM TEST PRESSURE, Po= ([A+B"1) + c*o.57} [Po=. 94 I Test Pressure sequence;: 1/3 Po, 2}3 Po, Po, 112 Po, Po Sequence ID: A

Po Values: 1/3*Po " ~; 2/3 Po= __9i;i_ ; 1/2 Po= 4'1 B C D Add Appropriate Po value to static pressure at center oftest Interval E

*-----1EST!IlCJ.l5l\~~A\'72:;~~llence No.

b Planned Center Pressure: lr.;<; '"1--

. Transducer Readings Before Packers Inflated: Top \~1M : Middle c..o ~ *. we. :*. Bottom; <'.."'. S(j? Transducer Readings After Packers Inflated: Top \ 8. 4$ ; Middle ~ \ * '=>'3 : Bo(toni: "" G> ~ ; {jJ7... . e:G:>u..eiJC.G FLOW METER READING, Gallons Time*, Middle FLOW, gpm Transducer Surface Gage REMARKS Minutes Initial Reading, psi Pres~ure, psi Final Difference ,. ¢>':? ,'.U13 I @(/) --- ...... ... _, .... - .... _ 7:$1§61 , ...... II\~~ 4_'3 .... Jt'3, .~A I"" t.r<?: &'A.I IF t.<.. "-" .. ¢9:¢3 "3'¢ \\\'S<?;J tH<S~ . I "5'~,2.9 8'5 (l)*;n* ¢4 \ q?{.9 \\\"':1;.., 8<:j \\\"5~ J "'5-=! ~1 tlfi i (1)4'\ Vi1 \\\ \\\'5~ '5~ \~~ :,e f3S Q:>.t.) ~ ¢ s \Cfi?-' \\ \SSl \\\ '5 '7> I'Oi,/'5 8S ~C) : ffi s 17.>1/J ' \\\~~ Ill t5':> t St,\?- 85 (Ll9) tA.. ~ w \ \\S9 l u %":) \~w$1 8.'5 (,1)9: ¢&,/ j(} \\\S7.> \\\'5';) l$&.'54 85 f/)9 J@'?*.! /Pfl ¢9J~ ~, 3(J "\\ \"5~ \\ \S9; ., I ltJ"G, I ':JG as \\\'59 \\\<5'7 r '5w~94 8"5 f/J9! ¢5ll{)f,tl \ \\~~ \ \:\'i)':) I '51,'5CI 85 d>"'?J) (!Jfj\ 3<1 ~\\CSI:) \\\"59 15G.tt)Z, 8'5 (/) '?> l (/) 9 I rprp \\,\ ~':;) \\\"5~ \S'=l$S 85 /Rtt:.JO ~1>1 f/}!Jt L/1 . "'8t:~'1'7';:;>,V... 7teAIJ ) :!... (/)3 ~5, t/)'7 ) /IJ} I .'2 ~ (.,.,.,. '7/LLI.VS I 8, '27--. . l ~* From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project- J. A. Tlee, Technical Lead Form Rev o- Riwiewed by s:g... lt-f~-f? Clinch River Data Report Rev. 4 CRP~1112.16 Page E.3-296 of 515 DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET

~~BORING: f.X.P-LII :>'~~

DATE: :Z*** I\- I '""> DATA COLLECTED BY: ~~:.*Me C...L.. ~.../.J;,..._ Gc.ootl/26 ~ ri,JI' J) SHUT~lN TEST PRESSURE: tJ/A nsi ?<fl.. 1'1-II'IP TIME1 SURFACE GAGE CENTERT~ minute PRESSURE; psi . PRESS , Sl ~ 1-l\.t:.6\J \ \....\. ..----...- N~ -~ EQUIPMENT USED Transducers: Level Trolf700 Serial Numbers: 335896/R24844 (shallow) 6!12/13; 315381/R24039 (intermediate) 6/20/13; 141142/R20367 (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 _ _ _ __ Barometric Probe: (Baro Troll) 121315/R22669 6112!13 Flow Meter: <Master Meter 1344) - 88247~8 field checked 6/25113 Stop Watch: {Sportllne 220).:. L286/2786 6/10/13 Date of Calibration: D.ates in italics after equipment seria11mm}?er Calibration due: _Post Testing.__~---- p, Ll!ir'& 1 N CU.J 0 G' . 4 LL S e*~t.!G't-!e&':S ~ MP-lW3 z..~ (8) ~~~~~ ¢r=-i: *II aPI},lS~S'B \V..P ~4\S :Z.'i(; (Ji)) ;2..\b ~ '3 ~ (l)'f - II c:tl 9 , l ~ ."5 B C:XCG:t.. I\1\.P-l\\~ c~ (T) ~,Cb,;) , (fJ 1-.~ 1 1 a?9, rt, ze w ""~:>I_, )Y\?- 4 ,.~ *z. *~- (T') '2--Cb \ 3 - (tl::J- .. II

~~C/J '9- l r I. 2~~~

(2)(c_EL IV\P~ L\\~ t~ (\'A) Z,C/JI '3- (J)-::J*- II &J:J*, t '3, @f vu "5 L.. fv\ p~ L\\~ c_l(_ l~'-A) ~1>1 3- (/J7- -II ¢ ':J I I '3.{j)l EXC.t=.'l. MP~4v~ zz (L') 2-ctl!'3 ~ (j)":f - II ct> ~, \ 4 ,*3s \t...)'bL ct}~' 7*- \ \** \"3 IV--?- 4\t;) cl(_ (L:.-) R,(tll'?,- (1)7- -1/ (l)9, \L\,7.>8 'EXCEL Form Approved for Use on Clinch-River SMR Project -J. A. Tke1 Technical Lead Form Rev 0- Reviewed by 5jZ-- 1!1/((IJ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-297 of 515 Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 Test Date Prepared By Checked By fB-Surface Gage Height (ft) 96.02 56 IMax Test Pressure (Po) (ps1) 85 1/3 Po (psi) 28 2/3 Po (psi) 57 1112 Po(psi) 43 Genter 1est lntlatJon Pressures Pressure (psi) (psi) Sequence A 1/3 84 134 Sequence 8 2/3 113 163 Sequence C 1.0 141 191 SequenceD 1/2 99 149 Sequence E 1.0 141 191 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 114.50 INumber of Pipe Sections 5.42 Ilength ot stickup above TOG (ft) 12.22 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-298 of 515 t! l>T Date: Cf--1f'"*l4 Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. Prepared by: Checked by: f}tY.9 Date: 4- -t?J'"" {L1 AMEC Project# 6468-13-1072 Boring: MP-419 Zone: Z3 120.0 feet to 127.5 feet below ground surface Transducer Location: Middle Sequence A ( 1/3 Po) Sequence B (2/3 Po) Sequence C (Po) jl::lapsea 11me jrlowrate 11::1apsea 11me ji"'IOwrate jl::lapsea 11me r1ow rate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 10:33:30 0.0 54.96 10:45:30 0.0 85.33 10:55:30 0.0 115.42 10:34:00 0.5 58.88 0 10:46:00 0.5 96.04 2 10:56:00 0.5 115.69 2 10:34:30 1.0 84.52 2 10:46:30 1.0 113.59 2 10:56:30 1.0 136.35 2 10:35:00 1.5 84.13 2 10:47:00 1.5 114.11 2 10:57:00 1.5 142.23 2 10:35:30 2.0 84.25 0 10:47:30 2.0 113.53 2 10:57:30 2.0 141 .70 2 10:36:00 2.5 84.06 2 10:48:00 2.5 114.14 2 10:58:00 2.5 140.90 2 10:36:30 3.0 84.49 0 10:48:30 3.0 114.79 2 10:58:30 3.0 142.43 4 10:37 :00 3.5 84.72 2 10:49:00 3.5 114.62 2 10:59:00 3.5 142.11 2 10:37:30 4.0 84.68 0 10:49:30 4.0 114.58 2 10:59:30 4.0 141.23 6 10:38:00 4.5 84.76 2 10:50:00 4.5 115.26 2 11:00:00 4.5 142.37 2 10:38:30 5.0 84.70 0 10:50:30 5.0 114.67 2 11:00:30 5.0 142.34 2 10:39:00 5.5 84.74 2 10:51:00 5.5 114.94 0 11:01:00 5.5 141.09 2 10:39:30 6.0 84.83 0 10:51:30 6.0 116.04 2 11:01:30 6.0 141.87 2 - -* ro: 4o:oo - 6:5 84:96 2 10:52:00 6.5 11'4~42 "2 1*1:02:00 6:5 1'41~6*4 -----:2 10:40:30 7.0 85.45 0 11:02:30 7.0 142.12 4 - ----- * -- =:J.021.til0. Z5 -- --* at~ . es * -- - 2 ---- . - - . .. -~- ------ ------ ~----- 10:41:30 8.0 84.71 0 ----------------- - ---------------- ----*-* ___ .. ___ - ~------ - -- -- --*- -- -- ------ -- ---- - -- ****---- ----- ---------- ----*- ** -**-- - ---*-*- -*--**** * - - - Sequence D (1/2 Po) Sequence E(Po) !::lapsed 11me rlow rate jl::lapsea 11me jrlowrate Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) (gpm) 11:06:00 0.0 143.07 11:20:00 0.0 102.74 11:06:30 0.5 121.23 2 11:20:30 0.5 124.31 4 11:07:00 1.0 133.62 0 *11:21:00 1.0 142.28 2 11:07:30 1.5 133.27 2 11:21:30 1.5 144.70 2 11:08:00 2.0 107.08 2 11:22:00 2.0 144.10 2 11:08:30 2.5 107~ 35 2 11:22:30 2 .5 140.96 2 11:09:00 3.0 105.35 2 11:23:00 3.0 139.50 2 11:09:30 3.5 104.57 2 11:23:30 3.5 140.02 2 11:10:00 4.0 105.71 0 11:24:00 4.0 140.Q1 2 11:10:30 4.5 102.43 2 11:24:30 4.5 139.65 2 11:11:00 5.0 101.44 2 11:25:00 5.0 139.92 2 11:11:30 5.5 '102.25 2 11:25:30 5.5 138.86 2 11:12:00 6.0 101.67 0 11:26:00 6.0 140.63 2 11:12:30 6.5 101.49 2 11:26:30 6.5 140.41 2 11:13:00 7.0 102.10 2 11:27:00 7.0 140.62 2 11:13:30 7.5 102.51 2 11:27:30 7.5 140.57 2 11:14:00 8.0 102.10 0 11:28:00 8.0 139.18 2 11:14:30 8.5 102.59 2 11:15:00 9.0 101.28 2 11:15:30 9.5 102.22 2 11:16:00 10.0 101.90 2 11:16:30 10.5 102.14 0 11:17:00 11.0 101.17 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-299 of 515 ....---~--------------------- MP~419 Zone 3 2.5 - ~*-----~-*****-*"'--**'""-'"'... "' ...""~'.......................... ._,,_,__ ,......__,.,_,..,,~--*~~**-*"'".'"""'"'"'' '"'"""'""'"'"""""'"'~"'"-'" ..........,._,,,_,,,,,... ,_,,_....._.......................... ~............................... ,._.., ... , .............................. - ........................... Elapsed Time (minutes) -1/3 Po Notes: Test pressure approximately 1/3 of the maximum test pressure (Po). 1low* - - - - - - - - - -..............--~---------*--~--r*_t_e typlcally me*asured over a 30 second Interva l. M P~419 Zone 3 2.5 .....~-- *------*****-*..*----*--*-*----------*-**---..*----*,---*-------***"-~-:----\ 0.5 -*-------------------------~-~--- 0.0 1.0 2.0 3.0 4.0 5.0 6.0 '/,0 Elapsed Time (minutes) - ..... 2/3 Po Notes: Test press11te approximately 2/3 of the maximum test pressure (Po), Flow ,__,._..................-..*-*-*"-.. -*-*-***-.---****-**-*.............__,__*--**-. --....,*--*. **--**-*. -**-..****-*!!I'.~. !YP.!:."!!.Y.~:.~.~!:~~-~.~-~-~~~~~!~~Y!!:!_*--*---**- -*----*********-** Prepared by/Date: _ _ L~.,.- .--Tl/-;;1-/7"/_l~+(_*_ Checked by/Date: --'---,).p..l?D"""~~ti:=....L.9J'-"-,~-I.:L.L../rl:t=--~ 'l.i-* Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-300 of 515}}

ML19030A962

Text

Navigation menu

Search