Text

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix E.3 Packer Test Data Part 05 Pages E.3-201 Thru E.3-250
	ML18003B006
Person / Time
Site:	Clinch River
Issue date:	12/15/2017
From:	James Shea; Tennessee Valley Authority
To:	; Office of New Reactors
	Fetter A
References
	TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
	Download: ML18003B006 (50)
	v • d • e

OOU13LE PACKER BOREHOLE 'PERN!eABlLITY 'rEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of2 PROJECT NAME: Clincb River SMR Project JOB.NO. 64G6-13-1072 DATE: ":!-/ ::t-13

. Boring NoM~~ 41 f.

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

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

El~v. Top of Casing,, Ft. (Gnd Elev +Casing Height): i--'14, :.1 =Datum TEST ID: M P~414 z=

Test length:

=/, '5 Test Section Depth (from Datum): From (<;. '?; 2 c;) '3 To. ~ \\ * <tl'?

(A) Depth to Water Table From DatUI)l, Ft: 7-. 'B,l-S (B} Surface Gage Height Above. Datum, Ft. ¢, 5 (/}

Test WaterTa~*p:~ Baro Pressure, psi: 14. 4* ":f Depth to Cente.r of Test Interval From Datum, Ft: cP '9:*,'0/t * *

. (C) Distance WaterTable to Center ofTestlntervai Ft. 38, <S~

Static water pressure at center;, (0*62.4/144) + Baro"

~ \\

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

A 6

C D

E.

Po Values: 1/3 Po "_,...\\,3_;; 2/3 Po= 7.> L\\ ; 1/2 Po=

lY (,.,

Add Approprtate P~ value to static pressure at center of testlnterval

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

. '"" Comoc '""'"m'.. ~ (.,

3 4; GC[

/8.5(L)

. ~4~ '

\\._

Transducer Readings Before Packenr Inflated': Top

~'lfh-6>'¥ ; Middle :44, "1= -

Bottom:

4 *§H?;'.l.

C(~

.. ::j. ~ l 1-* 13

.- ~

Transducer Readings After Packer~ Inflated: Top I'::>, '55 Middle

3l. ";}-'Zc_ : Bottom:

'34, l \\.

't Jj., ' "".\\--\\1 *\\19 MP~LHi

z:\\

Se-~u.~,_,c:.~ b FLOW METER READING, Gallons Middle T!me, FLOW, gprn Transducer

Surface Gaga REMARKS

.Minutes Ci~adi~, psi *:"'

Pressure, psi lnltlal Final Difference

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From Preliminary Boring Layout Survey Form Approved for Use on Clinch ~lver SMR Project-J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-201 of 515 54.~3

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I DOUBLE PACiillR BOREHOLE PERMEABILITY TEST DATA SHEET Page 2

BORING: /i.A P ** 4 \\ 1' DATE: 3--\\3- \\~

DATA COLLECTED BY: lo'-'-

~lc.C"\\\\LI../..:r't~-'-- ('l.o'\\.'::Jk:>l\\~t:>

Ill~ <Jl-SHtJT~IN TEST PRESSURE:.

psi l4(\\~{i1

TIME, SURFACE GAGE minute PRESSURE; psi

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. PRESSJIWfr,-ps1 ransducers: Level Troll 700 Serial Numbe1*s: 335896/R24844 (shallow) 6/12113; 315381/R24039 (intermediate) 6!20/13;-Ml:1:4~lR20367 (deep) 6/20/13; 315380/R24038 (spare) 6/20/13__,..._ -----------

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

Barometric Probe: (Bnl'O Troll) 121315/R22669 6!12113 Flow Meter: (Master Meter 1344) - 8824788 field checlted 6/25113 Stop Watch: (Sportline 220) ~ L286/2786 6/10/13 D11 te of Calibration: Dates in italics after egtiipment serial number

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

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

Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 18-Sufface Gage Height (ft)

IMax fest Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po _iPS~

Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))

Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOG Number of Pipe Sections ength of stickup above TOC (f!)

72.28 46 59 20 39 30 Genter 1 est Pressures (psi}

66 85 105 76 105 13.29 21.12 80.30 3.80 4.18 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-203 of 515 I

lntlatlon Pressure (psi}

116 135 155 126 155 Test Date Prepared By Checked By

--~*--***

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

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

Sequence B (2/3 Po)

Elapsed Time Flow Rate Elapsed Time Time (minutes)

Pressure (psi) (gpm)

Time (minutes) 13:56:00 0.0 43.30 14:12:30 0.0 13:56:30 0.5 43.27 2

14:13:00 0.5 13:57:00 1.0 57.07 4

14:13:30 1.0 13:57:30 1.5 no reading 14:14:00 1.5 13:58:00 2.0 65.11 2

14:14:30 2.0 13:58:30 2.5 65.02 0

14:15:00 2.5 13:59:00 3.0 65.45 0

14:15:30 3.0 13:59:30 3.5 65.33 0

14:16:00 3.5 14:00:00 4.0 65.18 2

14:16:30 4.0 14:00:30 4.5 68.68 2

14:17:00 4.5 14:01:00 5.0 68.88 0

14:17:30 5.0 14:01:30 5.5 68.73 0

14:18:00 5.5 1'11:02':'00 6~0 69.02 2

14:18:30

--6:0 14:02:30 6.5 68.04 0

14:19:00 6.5 Flow. Rate Pressure (psi) (gpm) 67.88 67.46 2

85.77 0

86.35 2

86.53

- 0 84.49 0

85.02 2

84.58 0

84.47 0

84.83 2

84.49 0

84.75 0

84730 -

2 84.48 0

Prepared by: c+.:r.?r-Checked by:

g~

Sequence C (Po)

Elapsed Time Time (minutes) 14:22:30 0.0 14:23:00 0.5 14:23:30 1.0 14:24:00 1.5 14:24:30 2.0 14:.25:00 2.5 14:25:30 3.0 14:26:00 3.5 14:26:30 4.0 14:27:00 4.5 14:27:30 5.0 14:28:00 5.5 1'4:28:30-6:0 14:29:00 6.5 1A:0_Q;_Q_Q ZQ 6l.28 Q -*

- -14:29:30 7.0 14:03:30 7.5 67.17 0

14:04:00 *-*-

8.0.-

_67.07 - *

-*--.. 0

""14:T:4:31J 8.5 6T.o*o 2'

14:05:00 9.0 67.13 0

14:05:30 9.5 66.80 0

14:06:00 10.0 66.80 0

14:06:30 10.5 67.45 2

14:07:00 11.0 67.27 0

14:07:30 11.5 67.20 0

14:08:00 12.0 67.58 2

14:08:30 12.5 67.48 0

Sequence D (1/2 Po)

Se_guence* E (Po)

Elapsed Time Flow Rate Time (minutes)

Pressure (psi) (gpm)

Time 14:33:30 0.0 104.30 14:47:00 14:34:00 0.5 92.60 2

14:47:30 14:34:30 1.0 85.78 0

14:48:00 14:35:00 1.5 85.11 2

14:48:30 14:35:30 2.0 83.65 0

14:49:00 14:36:00 2.5 83.56 2

14:49:30 14:36:30 3.0 81.47 0

14:50:00 14:37:00

. 3,5 81.36 2

14:50:30 14:37:30 4.0 78.89 2

14:51:00 14:38:00 4.5 78.61 0

14:51:30 14:38:30 5.0 78.45 2

14:52:00 14:39:00 5.5 78.62 2

14:52:30 14:39:30 6.0 78.69 2

14:40:00 6.5 78.50 0

14:40:30 7.0 75.68 2

14:41:00 7.5 75.86 0

14:41:30 8.0 75.70 2

14:42:00 8.5 75.36 2

14:42:30 9.0 75.61 0

14:43:00 9.5 75.62 2

Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-204 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 14:30:00 7.5 Flow Rate Pressure (psi) (gpm) 75.55 92.66 4

105.17 2

105.32 2

105.38 2

105.43 2.

105.56 0

105.44 2

105.83 2

105.36 2

105.50 2

no additional readings Date: ""/--'i?'-1 <./:-

Date: 4....-13._ (1/-

Flow Rate Pressure (psi) (gpm) 84.35 100.22 0

102.69 2

102.76 2

104.88 0

105.34 2

105.16 2

105.00 2

105.19 0

105.08 2

105.05 2

103.85 0

1 04:23

. 2 -

103.89 2

-.... -103.91. **-

2 104.08 2

--~---- -

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

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

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

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

]2.5 +--1------- ----------------------

~

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

--<--1/3 PO*

MP~417 Zone 2 10.0 12.0 14.0 Notes: Test pressure approximately 1/9 of the maximum test pressure (Po), Flow rate typically measured ovor a ao socond Interval, 2.5 ~------------------~--------------------------------~--------------

2 ---t*

0 *1---------- 1 o.o 1.0 2.0

--2/3 Po 3.0 4.0 Elapsed Time (minutes) 5.0 6.0 7.0 Notes1 'fast pressure approximately 2/3 of the ma>:ltnum tost prassuro (Po). Flow rate typically maasurod over a SO second Interval, Prepared by/Date:~'-f"-\\:7'"T;;--'vt--'-'-;;~

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

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

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

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

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

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

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

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

2.5

~L5

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

0,5 0-1-----

o.o 1.0 2.0 3,0

-1/2Po MP-417 Zone 2 4.0 5.0 6,0 Elapsed Time (minutes) 7.0 8.0 9,0 10,0 Notes: Test pressure qpproxlmatley 1/2 of the tnaxlmum test prassum*(Po),

J=Jow rata typlcallymeasLirod over a30 soconcllntarval.

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

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

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

MP417 Zone 2 4.5

\\ \\ \\

4 3.5 3

\\.

.* -:--------:*--**-***\\

1.5 o.s 0

o.o 1.0 2.0

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

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

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

\\ /

\\ I

.. v 3.0 Elapsed Time (minutes)*

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

4.0 s.o

6.0 Notes

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

DOUBLE PACKER BOREHOLE PERMEABILITY l'EST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of 2 PROJECT NAME.: Clinch RlverSMR ProieQ!

JOB.NO. 64§8-13-1072 DATE: 7-/ *"1-13 Boring No MP ** 41 f.

Borehole Diameter, ln.: *'3,8 Total Boring Depth, Ft. 3 2-()

Gnd Elev, Ft: :::e12. G

Casing Height above ground, Ft:.M'J TEST 10: MP-417 i!: '16 Test length:

Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 7=7Lj * '1-

"Datum

1, 5.

Test Seotion Depth (from Datum): From B<D,a.l':J To 93. '5'?.>

(A) Depth to Water Table From Datum, Ft: I ':1' '5(..

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

Test Water Ta~*p~ Baro Pressure, psi: 14. "541 Depth to Center of Test Interval From Datum, Ft:

8~*. e4 (C) Distance Water Table to Center of Test Interval Ft. ~

Static water pressure at center;. (C*62.4/144) + Baro"'

4G:.

MAXIMUM TEST PRESSURE, Po= ([MB*1] + c*o.57) [Po~ '59 ] Test Pressure sequence;:: 1/3 Po, 213 Po, Po, 1/2 Po, Po 1>J.

Seql,lence 10:

A B

C D

E Po VaiLies: 1/3 Po "_:J;4l..; 2/3 Po"'~; 1/2 Po=

'3w Add Appropriate Po value to static pressure at center oftest interval TEST NO. M p. 41 ::f R.sequence No.

A Planned Center Pressure:

~~- G.,~

q_ ~: ~

~ \\ '-\\-\\0.

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

Bottom:

46*53

( 9, c.?> 7>; Middle L\\'~,A \\

Bottom:

4 ~ * ':::?£\\

~

Transducer Readings After Packers Inflated: Top

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

~R, "5 IS&( 1ot &' "*": C' A FLOW METER READING, Gallons Middle

Time, FLOW,gpm Tran!lducer

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

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From Prelimh1a1y Boring Layout Survey Form Approved for'use on Clinch River SMR Project* J. A. Tlce, Technical Lead ci.qch River Data Report Rev. 4 CRP-1112.16 Page E.3c208 of 515 C..<;;;, IS 1$

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DOUl3LE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.

Page 1 of 2 PROJECT NAME: Cllncb River SMR ProJect JOB.NO. 6468*1?*1072 DATE: 7-/ ::J-13 Boring No Mt'~1:1::t-Borehole Diameter, ln.: 13, B Total Boring Depth, Ft. '3 ~(J Gnct Elev, Ft: :::;;;:;c:,(;. **

Casing Height above ground, Ft: 2 * {l)<j Elav. Top of Casing, Ft. (God Elev + casing Height): q::,4 * 'T-

"'Datum TEST ID: /VfP~4 14 Z:: l...Tast length:

":f, 5 Test Section Depth (from Datum): From 8<0,¢'7 To ;r;:,V'S'3 (A) Depth to Water Table From Datum, Ft: I =t, St...

(B) Surface Gagf;l Height Above Datum, Ft. -fr. 5 q; Test Wa!er Te~*p:...£2_

Baro Pressure, psi: 14 * '5~

Depth to Center of Test Interval From Datum, Ft: 89*. B4 (C) Distance Water Table to Center ofT est Interval Ft. ~

Stat!c water pressure at center;. (C*62.4/144) + Baro =*

4G..

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

Sequence 10:

A B

c o

E.

Po Values: 1/3 Po".M-: 2/3 Po'='~; 1/2 Po=

3\\&'

Add Appropriate Po value to static pressure at center oftes~ inteNal TEST NO. MP-4r=tl'2-sequence No.

A

Planned Center Pressure:

'(~<:..

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

Bottom:

48*53 43.~

{ ~ \\ L)~ ; Middle l\\.1l,Lq

~* Bottom:

~

Transducer Readings After Packers Inflated: lop.

~.Y.L*l--\\1'1).7 M?~t.wii

~ t

.s lir"'l, u. "",.., <:,;;:: A

( C.,r;J.U..,. 't:>

FLOW METER READING, Gallons Middle

Time, FLOW, gpm Transducer

Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference lA~ (f)"S*.~q>

~ '2, ?.,(/) s 18 Z(/)5 Cb c./J G..~",\\ 'S

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

Page 1 of 2

.PROJECT NAME: Clinch Rlv~rSMR Prolect JOB NO. 6468-13"1072

DATE: 7-f.':/- I 3 Boring No.M.P-41f.
Borehole Diameter, ln:::3,8 Total Boring Depth, Ft. 3?-..§L.
Gnd Elev, Ft: :::; '::'/ 2. t..
Elev. Top of Casing, Ft. (Gnd Elev + Casing Hefght): q::; Lj, '1- "' Datum Casing Height above ground, r=t: £!.,, C1'7 Tt:ST i~: /viP**41-=7 c '2.-.rest length:
"-71 5 Test Section Depth (from Datum}: From 8eo '<ll'2 To 9 a.. '5 ':>
(A) Depth to Water Tabre From Datum, F.t: f 'f, '5t:..
(B) Surface Gage Height Above Datum, Ft. ¢, S (/)
Test Water Te~*p;~ Baro Pressure, psi: l '4 * "54!1 Depth to Center of Test Interval From Datum, Ft: 8':7. B4 (C) Distance Water Table to Center of Test Interval Ft. ~._8 Static water pressure at center;. (C'.62.4/144) + Baro =
4G, MAXIMUM TEST PRSSSURE, Po= ([A+8"1] + C*0.57) (Po~ 59 ] Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 Po, Po r1.
Sequence ID:
A B
C D
E Po Values: 1/3 Po=...f6k_.; 2/3 Po=~; 112 Po'"
3¥/
Add Appropriate P~ value to static pressure at center of test l'nterval TEST NO. M P-41 '1 Sequence No.
73
Planned Center Pressure:
8 5 Transducer. Readings Before Packers* Inflated': Top g, (4) * (o +.*; Middle 44. "::1 '1
Bottom;
~
Transdueer Readings After Packers Inflated: Top
~ J:i... -:t-\\1 -n '9.
. 19, 9'9 ; Middle 4'3,41 Bottom:
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Tj FLOW METER READING, Gallons Middle Time,.
FLOW,gpm Transducer
Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference 114UZ! '311 tBZC/'9
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I DOUBI.E! PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE,. INC.
Page 1 of2 PROJECT NAME: Clinch RlverSMR Prolact
.JOB.NO. 6'46Q-13-1072 DATE: 7-/ ::;~/ 3 Boring NoM P ** 4l+
Borehole Diameter, ln.: :3, 8 Total Boring Depth, Ft. 3 '2.-a God Elev, Ft: =! 72. G.
Casing Height above ground, Ft: ;2" <n Elev. Top of Casing, Ft. (God Elev +Casing Height): ;:T=J4, '1-
"Datum TEST 1~: MP~4n 2 ?-.Test length:
':f., 5.
Test Section Depth (from Datum): From 8eo.G!l:Z To 93. 'S':J (A) Depth to Water Table From Datum, Ft: I 'f 1 SL.
(B) Surface Gage Height. Above Datum, Ft..¢, 5 (/)
Test Water Te~*p:~ Baro Pressure, psi: 14
S0 Depth to Center of Test !nteNal From Datum, Ft: *89*. B4 (C) Distance Water Table to Center of Test Interval Ft. ~
Static water pressure at center;. (C*62.4/144) + Baro,.
4Go MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) (Po"' 59 1 Test Pressure sequence ;:o 1/3 Po, 2)3 Po, Po, 1/2 Po, P~
rio Sequence ID:
A B
C D
E Po Values; 1/3 Po =..fdk._; 2/3 Po=~
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~
TEST NO. Me~41:f '"Psequance No.
C.
Planned Center Pressl!re:
.. I~ '5 Transducer Readings !'}afore Packers' Inflated: Top* 2 {/J' (.)) 7. ; Middle 4:::!. ":? + ; Bottom:
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Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-211 of 515
DOUJ3LE PACKER BOREHOLE PERMEABiLITY Ti::ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, PROJECT NAME: Cllncl1 River SMR Prolect JOB NO. 6468-13-1072 Boring No MP **41::'/-
Borehole Diameter, ln.:*'3,8 Total Boring Depth, Ft._32..CJ_
Page 1 of2 DATE;?~ (i~/3
. Gnd l::ie~, Ft: ::; :g 2, t.
Casing Height above ground, Ft:M'?
TEiST ID; /vtP~41? i:' '2. Test!ength:
Elev. Top of Casing, Ft. (Gnd Eiev +Casing Height): -17~4,::f "'Datum'
j, 5 Test Section Depth (from Datum): FroJ1! B Co Jll5 To 9 3" S '?
(A) Depth to Water Table From Datum, Ft: 1 'f, '5G.
(B) Surface Gage Height Above Datum, Ft. ¢, 5 (/)
Test Water Te~*p:~ Baro Pressure, psi: 14 * '5~
Depth to Center ofTest.lnterval From Datum, Ft: 8;:J*, B4 (C) Distance Water Table to Center of Tesi.lnterval Ft. ~
Static water pressure at center;, (C*62.4/144) + Baro =
4G:.
MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + 0*0.57) [Po"' 5 'S> J Test Pressure sequence:- 113 Po, 213 Po, Po, 1/2 Po, Po
,>f.,
Sequence ID:
A B
C D
E.
Po Values: 1/3 Po" R..~ ; 2/3 Po::~; 112 Po,. 3w Add Appropriate P9 value to statio pressure at center of test Interval
. TEST NO, M P-411 :Z.s'Jciuence No, JJ
Planned Center Pressure:
9 C...
Transducer Readings Before Packers* inflated': Top
2J/J' G 7- ; Middle 44, '=? -::f
Bottom:
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Page 1 of 2
.PROJECT NAME: Cllncb Rlyer' SMR PrQiect JOB _NO. 6468-1 ;li_Ql2.
DATE: 7-/ ::f-13 Boring No.v\\~-41?-
Borehole Dlameter,ln.:*3, 8 Total Boring Depth, Ft. 3 ~G$
Gnd Elev, Ft: ::;-;;;z, (.,
Casing Height above ground, Ft: z, tf'1 TEST 10: MP*4J:7 2?: Z Test length:
Elev. Top of Casing, F't. (God Elev +Casing Height): :f~4* '"T =Datum
'::f, S Test Section Depth (from Datum); From 8(o, r.o;> To 9 3. '5 '3 (A) Depth to Water Table From Datuni, Ft; 1 =I-
5C:..
Test Water Te~*p:__I2_
Baro Pressure, psi: 14 * '541 (B) Surface Gage Height Above Datum, Ft. <!>1 S (/)
Depth to Center of Test Interval From Datum, Ft: 8;2*. E'.A (C) Distance Water Table to Center of Test lntervalFt. ~
Statrc water pressure at center;. (C*62.4/144) + Baro "'
4(.,
MAXIMUM TEST PRESSURE, Po= ([A+B*1) + C*0,57) [Po~ 5 :J J Test Pressure sequen~ := 1/3 Po, 2)3 Po, Po; 1/2 Po, Po 3
,>7...
Sequence !D; A
B C
D E
Po Values: 1/3 Po =..:&..!k._; 2/3 Po::~ ; 1/2 Po=
W Add Appropriate Po value to *Static pressure at center of test interval
~EST NO. MP-41? ~:z:..~uence No.
-D Planned Center Pressure:
':f*G:,
Transducer Readings Before Packers* Inflated': Top * & ¢
G, 1. ; Middle 44. ::r?
Sottom:
I 91 ~~; Middle _4.:...~-=..lC-A..!..\\.:__.: Bottom:
~
Transducerf{eadlngs After Packsrs Inflated: Top
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Time, FLOW METER READING, Gallons Middle Fl.OW,gpm Transducer
Surface Gage REMARKS MiQutes Reading, psi Pressure, psi Initial Final Difference
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Clinch River Data Report Rev. 4 CRP--1112.16 Page E.3-213 of 515
i.
DOUBLE PACKER BOREHOLE PERli/IEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL &.INFRASTRUCTURE, INC.
Pag~;~1 of 2 PROJECT NAME: Clinch RIVerSMR Protect JOB NO. 6468-13-1072 DATE: 7-/ :::;~13 Boring NoM P-4\\ ~
Borehole Diameter, ln.: *3, 8 Total Boring Depth, Ft. 3 '2-CJ Gnd Elev, Ft: ? -:t Z. t..
Casing Height above ground, Ft: z, (l)'j Elev. Top of Casing, Ft. (G,nd Elev +Casing Height): q=74, '1-
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':f., '5.
TestSectlonDepth(rromDatum): Frorr\\ B6?JLl5 To 93.C;5'?
(A) Depth to Watel' Table From Datum, Ft: I :t, '5G.
(B) Surface Gage Height Above patum, Ft. ¢, S (/)
Test Water Te~'p:.....I2_
Baro Pressure, psi: 14 * '541 Depth to Center ofT est Interval From Datum, Ft:
8~:}, e.4 (C) Distance Water iabie to Center ofTestinterval Ft. ~&8 Static water pressure at center;. (C*62.4/144) +Bare=
4(,
MAXIMUM T~ST PRESSURE, Po"' ([MB*1J + c*o:57) !Po=-~ Test Pressure sequence:> 1./3 Po, 2/3 Po, Po, 1/2 Po, Po rA Sequence ID:
A 8
C 0
E Po Values: 1/3 Po=_£¢._.; 2f3. Po:. *~;
1/2 Po"' 3w Add Appropliate
P~ value to statio pressure at canter of test interval
'g 2..
TEST NO, M P-41?
Sequence No, E
Planned Center Pressure:. ) (2} '5 Transducer Readings Before Packers* Inflated': Top *
~
Tra. nsducer Readings After Packers Inflated:. Top
,2,(,6, (o 7 ; Mlddle 4:/.-:? t I 9 ' 9 c:7 : Middle 4 3 A I
Bottom:
. 4 8, 53 Bottom:
4 '3
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DOUBLE PACICER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 BORlNG: ~A P"' 4\\ "1-DATE: 3--\\3- \\ ~
DATA COLLECTED BY: 1-.,...._ \\..f... C..cJ.,LL:j' St..:.... C'"l.oo t:>l\\~t:>>
SHUT-JN TEST PRESSURE: N f[t ~11-,.,.,\\'!; II' psi
TIME, SURFACE GAGE minute PRESSURE~ psi
'\\Lg\\..1 ----
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QUIPMENT'USED ransducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow)'6/12/Z3; 315381JR24039 (intermediate) 6/m~1:~/R20367 (deep) 6/Z0/13; 3153SO/R24038 *(spare) 6!20113__,...-----~--__;..-'--
sui*face Pressure Gage: (Both Wika 213.53) ~ MW~3 (at pump); MW-4 (at totalizer) 6/11/13 ____ _
Barometric Probe: (Baro Troll) 121315/R22669 6}12/13 Flow Mete:r: (Master Meter 1344)- 8S247S8 fiel<l checlred 6/15113 Stop Watch: (Sportline220)..:.L286/2786 6/10113

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. Date of Calibration: Dates in italics after equipment serial number Calibration due! _Post Testing,_*~.,-,-----
F'tL<S""6 INC.LUOG ALL M P-41."+
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 IB-Surtace Gage He1ght (ft).
I Max Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3Po (psi) 1/2 Po (psi)
Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence 0 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections length ot sticKup above 1 oc {tt) 197.19 100 132 44 88 66 center 1 est Pressures (psi) 144 188 232 166 232 13.29 21.12 206.80 9.79 4.40 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-216 of 515 lnilat1on Pressure (psi) 194 238 282 216 282 Test Date Prepared By Checked By
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Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AME;C E;nvlronment & Infrastructure, Inc.
AMEC project# 6468-13-1072 Boring: MP-417 Zone: Z3 210.5 feet to 218.0 feet below ground surface Transducer Location: Middle Sequence A 1/3 Po Sequence B 2/3 Po)
Elapsed Time-Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 10:20:00 0:0 97.03 10:40:30 0.0 10:20:30 0.5 97.02 0
10:41:00 0.5 10:21:00 1.0 96.99 0
10:41:30 1.0 10:21:30 1.5 96.94 0
10:42:00 1.5 10:22:00 2.0 96.91 0
10:42:30 2.0 10:22:30 2.5 96.89 0
10:43:00 2.5 10:23:00 3.0 96.86 4
10:43:30 3.0 10:23:30 3.5 111.32 16 10:44:00 3.5 10:24:00 4.0 148.75 8
10:44:30 4.0 10:24:30 4.5 154.91 0
10:45:00 4.5 10:25:00 5.0 151.55 12 10:45:30 5.0 10:25:30 5.5 150.84 4
10:46:00 5.5 10:26:00 6.0 151.87 2
10:46:30 M
10:26:30 6.5 148.88 2
10:47:00 6.5
-10~2?~00 ----7, 0 ---148,8() -
2 - 10:47.; - --7, 0 10:27:30 7.5 145.78 2
10:48:00 7.5 10:28:00 8.0 1.45,76_
.2 10:4.8:30 8.0 10:28:30 8.5' 1'45;"74 2
10:49:00 8:5*
10:29:00 9.0 145.85 0
10:49:30 9.0
..:=1Q:2l);;lQ_ ' - --
'-9 5 ***--**- *145,77
-2 10:50:00 -- --., - - - - 9.5 10:30:00 10.0 143.12 2
10:50:30 10.0 10:30:30 10.5 142.69 0
10:51:00 10.5 10:31:00 11.0 142.43 2
10:51:30 11.0 10:31:30 11.5 142.37 2
10:52:00 11.5 10:32:00 12.0 143.12 0
10:52:30 12.0 10:32:30 12.5 144,58 2
10:53:00 12.5 10:33:00 13.0 144.79 2
10:53:30 13.0 10:33:30 '
13.5 144.71 2
10:54:00 13.5 10:34:00 14.0 144.82 2
10:54:30 14.0 10:34:30 14.5 144.92 0
10:55:00 14.5 10:35:00 15.0 144.77 2
10:55:30 15.0 10:35:30 15.5 144.81 2
10:56:00 15.5 10:36:00 16.0 144.85 0
10:56:30 16.0 10:36:30 16.5 144.87 2
10:57:00 16.5 10:37:00 17.0 144.86 2
10:57:30 17.0 10:58:00 17.5 SequenceD (1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 11:24:00 0.0 233.20 11:39:30 11:24:30 0.5 228.53
-4 11:40:00 11:25:00 1.0 no reading 11 :40:30 11 :25:30 1.5 189.62
-24 11:41:00 11:26:00 2.0 168.28
-44 11:41:30 11:26:30 2.5 158.84
-18 11:42:00 11:27:00 3.0 155.24
-14 11:42:30 11:27:30 3.5 152.70
-8 11:43:00 11:28:00 4.0 156.35 6
11:43:30 11:28:30 4.5 167.67 8
11:44:00 11 :29:00 5.0 173.81 10 11 :44:30 11:29:30 5.5 170.03
-6 11:45:00 11:30:00 6.0 160.38 "6
11:45:30 11:30:30 6.5 157.57 0
11:46:00 11:31:00 7.0 158.41 2
11:46:30 11:31:30 7.5 162.22 8
11:47:00 11:32:00 8.0 164.56 6
11:47:30 11:32:30 8.5 165.88 4
11 :48:00 11 :33:00 9.0 166.37 8
11:48:30 11 :33:30 9.5 166.56 4
11:49:00 11:34:00 10.0 166.D7 6
11:49:30 11:34:30 10.5 166.41 6
11:50:00 11:35:00 11.0 166.63 6
11:50:30 11:35:30 11.5 166.86 6
11:51:00 11:36:00 12.0 166.89 6
11:51:30 11:36:30 12.5 166.82 6
11:52:00 11:52:30 11 :53:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-217 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 Prepared by:
Checked by:
Sequence C (Po)
Flow Rate
Elapsed Time Pressure (psi) (gpm)
Time (minutes) 144.70 11:04:00 0.0 144.67 4
11:04:30 0.5 154.25 6
11:05:00 1.0 156.47 6
11:05:30 1.5 168.94 14 11:06:00 2.0 171.03 6
11:06:30 2.5 173.33 6
11:07:00 3.0 174.81 8
11 :07:30 3.5 176.73 8
11:08:00 4.0 177.25 8
11:08:30 4.5 180.50 10 11:09:00 5.0 180.30 10 11:09:30 5.5 181.08 12 11:10:00 6.0 185.89 12 11:10:30 6.5
--~-187.73 -- H:-1.1.:00 --~ 7..0 189.09 10 11 :11:30 7.5 189.78 12 11:12:00 8.0

190;46 1 £ :-1Q730 8,5 189.93 10 11:13:00 9.0

--.. --- -189.6?. --- - -- -- 8
-11:13:30.....
9.5 189.68 10 11:14:00 10.0 189.60 8
11:14:30 10.5 189.58 10 11:15:00 11.0 189.37 10 11:15:30 11.5 189.63 8
11:16:00 12.0 189.72 10 11:16:30 12.5 187.51 6
11:17:00 13.0 186.67 8
11:17:30 13.5 187.51 8
11 :18:00 14.0 188.95 10 11:18:30 14.5 189.92 10 11:19:00 15.0 190.15 10 190.32 10 190.79 10 191.00 8
191.17 6
Flow Rate Pressure (psi) (gpm) 166.58 166.40 20 170.35 22 192.77 36 208.66 40 218.36 38 225.26 44 230.71 42 234.17 42 237.32 46 238.56 32 239.39 32 239.43 34 238.92 30 239.16 30 239.11 24 238.62 30 238.23 24 237.74 22 234.82 22 233.40 22 232.85 20
'232.31 22 232.01 22 231.90 22 231.85 20 231.76 28 231.87 16 Date:
Date:
- -fl'-14 4- *-8 J til-Flow Rate Pressure (psi) (gpm) 192.53 192.62 10 192.71 24 204.10 12 210.23 18 213.27 22
' 215.61 18 217.55 20 219.13 18 222.48 26 225.41 22 227.17 24 228.37 22 228.87 22 229.. 14
__ 26 229.55 22 229.54 22 2-29.£9 22 229.72 26
- 229.86
.22 230.01 26 230.84 26 231.16 16 231.74 22 231.96 22 232.22 26 232.03 20 '
232.11 24 232.12 24 232.04 22 232.30 24
MP-417 Zone 3 18 '....................................................... _........... -.... -.......................................................... ___.., '"""'"'""""'"""'"'""""""""""'"'"""""""
16 +---------~-----~------------------------------------------------------------------
14 ------------
12 *:------*...:..*-----------
---~---*---*--*---.. ----------.. *----- ------.. ---*--*--*------.. *-*-*----
110 +-------------~-~--~H-----~-------------------------------------------------
i
~
~ ---------------- ---**-..... ----*---------------*--------------------.. --
6-................................,.........,.......................................................................... ______....,.............................. '""'""""""'""'"'""""'""'"""""'""'"""'"'"'"""-**--**--*-*--.. -*-*-**-*****-**-*-**-*"""'
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2.0 4.0 s.o a.o 1o.o 12.0 14.0 16.0 1a.o Elapsed tlnlo (minutes)
~-1/3Po Notes; Test pres~uta measurad at 1/a of.tho maxlh1Utn test* p*r11ssut~ (Po), Flow rata. typically tneasurcd ovar a 30'$o.~otullntorval.
MP-417 Zone 3 16.----------------------------------~----------------------------
4 +-~--------------------------------*---------------------------------
2 -............................................................. __, _____............ --------*-***-.... -...................................................................... ___.... _______,_,,_, __...,_, __.... _............................................................................ _
0 -----------.-------..--------.--------*
0,0 2.0 4.0 6,0 8,0 10.0 Elapsed Time (mlnutos)
--2/3 Po PrElpared by/Date:
k:\\A L tfVJ
~
Checked by/Date:
f'/)l.J Z ;...(;(/___
Clinch River Data Report Rev. 4 ~P-1112.16 Page E.3-218 of 515 12.0 14.0*
16.0 18.0 20,0 Notes: Test pressure hlellsUI'ed at 2/3 of tho moxlrnum test ptassure (Po), ~low rate typlcnlly measured over a*30 second lnteJVitl,
MP-417 Zone 3 30. **--*******-*---*****-***-*--****- *********-*-~-----*~---****--*-***""*---*-*-*****-*****-******---*---***--*-******-*--*-****---*---**--*-****"****............................ ---**--*****- -----**.. **--*--***---*--
1
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10........ ----*-*---*--*---**************
5 "*--*-***-----*****'-*---**---****---~------------------------*----~------**---*----*-*---*--*--***------- **-**------*---------------
0 '.... ~'"'"" '"'"~~""'"~"'-'"~" '!"~ """M*-*-*-~-~~-~"'-,-~-'"'" " ' "'""'~"'"1"'"'
""'" ''"'"'""")'.-~' ----********"*,,..,~,...__,,.,.,.,,~.,,
.,,,,,,,.,,,,,.,,,,,,,.,.T'M""'-"""'"-... ""'"'""',...'"""4**.,..,~..
0,0 2,0 s.o 8,0 Elapsed Tltna (minutes)
..... "'.... Po 10,0 12.0 14,0 16,0 Notes: Te~t pressure maasllrad.t:~t tho maximum test Pressura(Po}. r.low r<itll typ(tndiY ttleitsUred' over a 30 SGcQnd nltuml.
---.. *--*~*:--*'*-----....... _,.,.---.. - --.. --*-----------*-**---***--..,......_,.,,_,_.,,.,..,_, ______, __ ~-~--.---*------... -- ---------~---- - "*~---
MP-417 Zone 3 20

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

lO 0
e-1o +--------------------/
~
2!
~ *20 +---------------~ -----------------*--------------------------------*-----------------------
-40 1-----------~~------------------------------------
--1/2Pa Prepared by/Date:---ti
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Checked by/Date: --j-T'irJI'-.....,lJ'-1.. ~~
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...... /'--'¢.-'--
clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-219 of 515 Elapsed illno (minutes)
Notos: Test prossttro mensurcd nt 1/2 or the mllxlmum lost*pros~ura (Po}, Flow rota typlck\\lly monsured over a 30 'econd lhtetval,
MP-417Zone 3 50. -
40 -
35 """'""""""'"'"'""""".......................................................... _............................................................................................................................................................................. _,_, __,,.....................................................................................
15 "
~---------~--
10 "...............................................................,....................................... "................................................
5................................,_....... _, ___, _____,,_,......................................................... __........................................ _....,...................................... ___,,........... _.,_...............................,.... _................. _,.,,........ -............... -.* --.
o-
~ -*.. -********.... ~... ~-*--""1"~........................ -...................,............................... ~-**---.....,.--.......................................... ~*-***-.... -
............. -................ \\......... -.......... ~..........
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0,0 2.0 4.0 6.0 8.0 Elapsed Tim a (minutes)
Prepared by/Date:_...:;:;_:,_~,...:--r'r--r-Checked by/Date:
.f' Clinch River Data Report Rev. 4 Page E.3-220 of 515 10.0 12.0 14.0 16,0 Notes: Test presSut'e mea~Hred at the 'maximum test pressure (Po), Flow rate*
typically measured over a SO ~econd Interval.
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I DOUBLE PACKER BOREHOLE PSRMEABILITY TEST DATA 'SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 l'i!lJECT NAME: Qlloch River SMR PrQ!ect JOB NO. p466*1 HQ72 DATE:3 - I ::\\- ~ I '0 O~g No MP*4~'*t-Borahole Diameter, ln.:.a£... Total Boring Depth, Ft. '3'&¢ Gnd Elev, Ft:7Z:i~.(Q
C</ng Height above ground, Ft:~
Elev. Top of Casing, Ft. (Gnd Elev +casing Height):* ~fiA,*"'"=Datum Tarto:MP*LI.\\'3 ':1:..2 Testlength:
'f*5 TestSecllonDept~(frornDatum): From /0\\'?...(p To~
(A] Depth to Water Table From Datum, Ft: t ~~ \\:;?
Test Water Terrip: 8¢"1=;
Baro Pressure, psf: t4.S '-::.
(B) Surface Gage Height Above Datum, Ft.~
Depth to Center of Test lnteNal From Datum, Ft: p\\(:p*, 1'5 (C] Distance Water Table to Center ofT est lnteNal Ft. ffiiY)
Static water pressure at center== (0"62.4/144) + Baro = I¢¢ MMMUM TEST PRESSURE, Po"' ([A+B~1] + C*0.5"/) [Po= I o'& 1 Test Pressure sequence.. 1/3 Po, 213 Po, Po, 1/2 Po., Po Sequence ID:
A B
c o
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PO~Iues: 1/3 Po::~; 2/3 Pp::; ~:
1/2 Po= l.o (,.
Add Appropriate Po value to statio pressure at center of test inteNal TES1NO. N\\~*4\\"\\* :Z,'?l Sequence No. -~
Planned Center Pressure:
\\44.-
Tranlducer Readings Before Packers Inflated: Top g,<;>,<;Z>4 ; Middle
98. (q I : Bottom:
L 'P'it.'39 Tran!ilucer Readings After Packers Inflated: Top
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SIU., (c,"5 N\\.'?* A.\\."':\\
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DOUBLE PACKER BOREHOLE PER.ME!ABIUTY TEST DATA SHEET AM~CENVIRONMENTAL & INFRASTRUCTURE, INC.
PROJECT NAME: Q!!ngh River SMR Proiftg!
JOB NO. 64§a*13::J 012 Page 1 of2 DATE:\\-\\~* p Boring No I'J\\f>~4\\~
Borehole Diameter, ln.: :~ 1B Total Boring Depth, Ft. 3 ~C/>
Gnd Elev, Ft: '*'T~~. to*
Casing Height above ground, Ft:P..¢'.?
Elev. Top of Casing, Ft. (Gnd Elev + Casing Height):\\:!'::\\ 4.*~ " Datum TEST ID:Mi'..,*h,\\'::l 1':f:.. ":>
Test length;
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Test Section Depth (fr*om Datum): From :G \\ ~. <.o To 'g-7:,(/), l (A) Depth to Water Table From Datum, Ft: \\";'>, \\ S
{B) Surface Gage Height Above Datum, Ft. ~
Test Water Tem.p:~P Baro Pressure, psi:...l.~
Depth to Center ofTast Interval From Datum, Ft: ;?\\~.*~S (C) Distance Water Table to Center of Test Interval rt..LTI.Z(b Static water pressure at center"' (0*62.4/144) + Baro =
\\ OOcP MAXIMUM TEST PRESSURE, Po= ([A+B*1) + c*o.57) (Po= I"P 2. J Test Presaure.sequence :" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence 10:
A 8
C D
E Po Values: 1/3 Po= _M:_; 2/3 Po=~; 1/2 Po=
(p (p Add A!)proprlate Po value to static pressure at center of test Interval.
TEST NO.I"\\\\~ A\\~ 'Z:. '""'Sequence No. --'A_,__ Planned Center Pressure:
t L\\A Transducer Readings Before Packers Inflated; Top
!9 Sl * ¢4. ; Middle 95, (o \\
Bottom:
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I '1.../11/rl Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-222 of 515
DOUBLE P.ACKER BOREHOLE PERMEAEllL.ITY TEST DATA SHEET
. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PROJECT NAME: Clinch River SMR Prolect JOB NO. 6468-13-1072 Page *1 of2 DATE:":\\--\\':~,* Y?.
Boring No 1-t\\~*4. \\~
Borehole Diameter, ln.:*'?>,S Total Boring Depti), Ft. :3 'Z>C/>
Gnd Eiev, Ft *::r=l'Z., tp *
Casing Height above ground, Ft:.&&_';)
Elev. Top of Casing, Ft. (Gnd Elev +Casing Heigh!):::'!"::\\ 4,::\\ "'.Datum TEST ID:MP~i\\\\"::J =!:.. )
Test length:
i-. s Test Section Depth (from Datum): From.,?.1'2..' (...
To r~?-.¢. i (A) Depth to Water Table From Datum, Ft: I ":)I\\ c;.)
{B) Surface Gage Height Above Datum, Ft. ~¢ Test Water Tem.p:_..sgL'P Baro Pressure, psi: 14.r;;*2.
Depth to Center afT est Interval From Datum, Ft: Z1 f &. 'qS (C) Distance Water Table to Center ofTestlnterval Ft. ~(J) Static water pressure at center:: (C*62.4/144) + Baro =
l (/; rJ MAXIMUM TEST PRESSURE, Po;. ([A+B*1] + C*0.57) [Po=-
\\ *~-z_ I Test P'ressure sequence':' 1/3 Po, 2~3 Po, Po, 1/2 Po, Po Sequence ID:
A 8
C D
E Po Values: 1/3 Po= _M_: 2/3 Po==~: 112 Po=
(oG, Add A~prqpriate P9 ~alue to static pressure at center of test Interval TEST NO.M\\=l-1.\\'\\v, 'Z:)S~quence No.
'B Transducer Readings Before Packers Inflated: Top Transducer Readings Attar Packers Inflated*: Top s E~t..\\<S.w.c~
Planned Center Pressure:
\\ Be.
G 9, $4~
Middle
'28; ~I : Bottom:
OS, Co?-; Middle 9--=:t,2 ~*
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FLOW METER READING, Gallons
.Middle
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Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-223 of 515
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~ i I OOUBL.E PACKER BOREHOLE PERMEAI31LITY TEST DATA SHEET AMEC ~NVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Cllncb River SMR Proleql JOB NO. 6468-1'3-1072 PATE: ::3~ \\':":\\- \\~
sorlng No l-1\\f"* 4\\':\\
Borehole Diameter, ln.::~.S Total Sorlng Depth, Ft. 3~¢ Gnd Elev, Ft: ~
Casing Haight above ground, Ft:.M,'?
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): q~ 4,:\\. =Datum TESTID;MP-.t\\\\3 t...2_ Testlength:
i*.S
TestSectlonDepth(fromDatum): From 2-t~.<.e To Z?,f#, I (A) Depth to Water Table From Datum, Ft: \\~, \\ S (B) Surface Gage Height Above Datum, Ft...ai-5¢
Test Water Tem'p:~F Baro Pressure, psf;.1.4
52 Depth to Center ofT est lnteNal From Datum, Ft: 2\\{;.; 'OS (C) Distance Water Table to Center ofTestlnteNal Ft. 19'1-,'C,tP Statiowaler pressure at center~ (0"62.4/144) ~* Baro = I¢ f./J MAXIMUM TEST PRESSURE, Po= ([A+.B*1J + c*0.57) (Po= \\ ~~ I Test Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence iD:
A 8
C D
E..
Po Values: 1/3 Po ::: ~
2/3 Po=~
1/2 Po== * <.e le.
Add A!)proprlate Po ~alue to static pressure at center of test interval TESTNO.M\\"-.I~.\\"':1,. 't::Y,equence No. _ _;"f.;...;;;;,'--- Planned Center Pressure: ----'\\S~B __
Transducer Readings Before Packers Inflated: Top 2.9 Ji} 4- ; Middle 9 8, <.o I :. Bottom:
I Qi 2, *;r:>
. Transducer Readings After Packers Inflated: Top z~ ' (., '2..... ; Middle
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Time, FLOW, gpm Transducer Surface Gage REMARKS
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
.. Page 1 of2 PROJECT NAME:.Ql!n.Qb..Blver SMR Prolect JOB NO. 6468-13-)072 DATE: 3_~1.':\\* \\~
Baring No,-.... w*~ 4 \\~
Borehole Diameter, ln.: *~,a_ Totai Boring Depth, Ft. 32><:/:J Gnd Elev, Ft: '*'f::t'Z.,t,
Casing Height above ground, Ft:,&&.':?
TEST ID:I-1\\P~.t\\\\1 t 3 Test length:
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. Test Section Depth (from Datum): From 'Z/Z. L.
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(A) Depth to Water Table From Datum, Ft: I<:;) 1 t <S
. (B) Surface Gage Height Above Datum, Ft...f/l..5!IJ Test Water Tem.p:~F Baro Pressure, psi: /4,-:;5 *z Depth to Center of Test Interval From Datum, Ft: *z.ri,,:~s (C). Distance Water Table to Center ofT est Interval Ft. ~{/ Static water pressure at center= (0*62.4/144) +Bare"'
/ (t)¢ MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) !Po= t *a 2 1 Test Pressure.aequence := 1/3 Po, 2)3 Po, Po, 112 Po, Po Sequence ID:
A 8
C D
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1f2Po:::
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Add Appropriate Po value to static pressure at center of test interval Sift /11 I'J fi)
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TEST NO.M~ * ':l.\\~ c3 Sequence No.
C...
Ptanned Center Pressure:
'10 "?:l ~
<t~- ";f.-r:H'3 Transducer Readings Before Packers Inflated: Top Z. 9J/)r::'J... ; Middle. 98,(,,! :* Bottom:
I(/) Z, '39 Transducer Readings After Packers Inflated: Top ZtL<P((; ; Middle
97:~':' : Bottom:
Mf->-4\\'":\\-
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'Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference 7;51ifi:Jt I iU I\\', 0t\\ \\ t:Pf.P I~ 2:.":'1* "Z
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DOUBLE: PACKER BOREHOLE PERME!ABIL.ITY TEST OATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of 2 PROJECT NAME: Clinch River SMR Prolect JOB NO. §468-13*1QZ2 DATE: -=7-- l ':l-t'~
Boring No 'M.e-A\\'1-Borehole Diameter, tn.: *'3,8 Total Boring Depth, Ft.
'37.. 1/
Gnd Elev, F\\: '=1'1- '2., &..*
Casing Height above ground, Ft:'z, tR"
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Test length:
':':{-'?
Test Section Depth (from Datum): From ~ ( 2 I(.,
To
'2-zc;, (
(A) Depth to Water Table From Datum, Ft: t 'B,( "5 Test Water Tem.p: 8 a> "P Baro Pressure, psi: I 4.'5 "l (B) Surface Gage Height Above Datum, Ft. ftJ C:S~
Depth to Center ofT est Interval From Datum, Fl: Zl &,'3S (C) Distance Water Table to Center of Test Interval Ft. J.3Z()J Static water pressure at center"' (0"62.4/1.44) + Baro = I ~(J}
MAXIMUM TEST PRESSURE, Po.; ([A+B*1) + C"0.57) (Po= I "3'2 I Test Pressure sequence;= 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence 10:
A 6
C D
E Po Values: 1/3 Po=..A.&._:; 2/3 Po=:~; 112 Po..
LeG..
Add Appropriate Po value to statio pressure at center of test Interval TEST NO.MP-4\\'l-'Z'?;, Sequence No. __,C.~-- Planned Center Pressure:
G~ 7..
Transducer Readings Before Packers Inflated: Top R. ~'GOt}-
Middle Transducer Readings After Packers Inflated

Top 2..8,(, ~ ; Middle
<;:~8,(..1 : Bottom:
~ 1, 2'7 : Bottom:
MP~A\\-;-t-
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FLOW METER READING, Gallons Middle
Tlrne, FLOW,gpm Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference 1/J/ 13 l"3 (/
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From Prellmlnary Boring Layout Sutvey Form Approved for'use on Clinch River SMR Project-J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-226 of 515
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j DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PROJECT NAME; Clinch River SMR Pr~
JOB.NO. 6468*13*1072 Boring No MP* 41:1 Borehole Diameter, ln,;:'i),6 Total Boring Depth, Ft. 32-Q?
Page 1 of2 DATE: >::?* I ' /'3 Gnd Elev, Ft: 1 -:~ '2, C..
Casing Height above ground, Ft: z. <b">
TEST ID: hi\\\\-'* 4\\3- "':1:.1 Test length:
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): '*?1-~1\\, 1-
"'Datum i**~
TestSectlonDepth(fromDatum): From 49\\Z.,,G.
To
z,zq:~, I (A) Depth to Water Table From Datum, Ft: I 9,/ 5 (B) Surface Gage Height Above Datum, Ft. Ja,_ S t; Test Water Tem.p:~ Baro Pressure, psi: t 4.S -z Depth to Center of Test Interval From Datum; Ft: laNe /3 cJ (C) Distance Water Table to Center ofT est Interval Ft. l5£J...LZ(t? Static water pressure at cent~r., (C*62.4/i44) + Baro"'
I fdt}
MAXIMUM TEST PRESSURE, Po"' ([A+B"1] + C*Q,67) [Po"' 1*3 *2.. ] Test Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D*
E Po Values: 1/3 Po= _+/-i_.; 2/3\\Po. 't. B5 ; 1/2 Po:=: t,c.,..
.Add Appropriate Po value to static pressure at center oftestlntetval
~(((...,, rl' TE:ST NO.f'\\Y'-L} I "'\\ l} Se~uence No,
""D Plann~d Center Pressure:
I L;l, *
'fransducar Readings Before Packers Inflated: Top
~ S, <t14-. ; Middle 77 8, Lt. I
Bottom:
I tP Z., 3 9 TransduoorReadlngsAfterPackers Inflated: Top 2.8,6>'2-; Middle 91, ?-9 : Bottom:
'?<D. (..IS
= Gl. '-'-G'-"-1(..10' FLOW METER READING, Gallons
Time, FLOW,gpm Minutes lniHal Final Difference l\\! L.:At rP(J) 1":1'::\\:~~
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Transducer Surface Gage REMARKS Reading, psi Pressure, psi I
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OOUBL.E PACKER BOREHOLE PERMEABILITY TEST DATA SHEEr AMEC ENVIRONMENTAL 8. INFRASTRUCTURE, INC.
PROJECT NAME: Clinch River SMR l;'rolegt JOB _NO. 6468*13-1072 Page 1 of2 DATE:..Z.*/9 -1 'J Boring No M P 41 '1--
Borehole Diameter, ln.: *'3 *tl Total Boring Depth, Ft. 3 24£ Gnd Elev, Ft: -;::;-':'/z, r.... ~
Casing Height above ground, Ft: 2.* ¢'
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): "':f::14., 1 =Datum TEST ID: f:.ld'-41'1 ~%
Testlength: ~5-
_Test Section Depth (from Datum): From 2/2. C. To 2 'i!~,
(A) Depth to Water Table From Datum, Ft /9, 1'5 Test WaterTemp:_ao.:: Baro Pressure, psi: 14. 5.£._
(B) Surface Gage Height Above D_atum, Ft. ¢, '5<0 Depth to Center ofT est Interval From Datum, Ft: Zltt.,.(J<.;
(C) Distance Water Table to Center of Test interval Ft. I '9::'/, 2(1 Statio water pressure at center= (Cw62.4/144) + Baro =
l(/)t.l MAXIMUM TEST PRESSURE, Po::: ([A+B*1] *r 0"'0.57) [Po= I i3 2 1 Test Pressure sequence:" 1/3 Po, 2'l3 Po, Po, 112 Po, Po Sequence ID:
A B
C D
E Po Values: 113 Po"' M_,; 2/3 Po=~; 112 Po=
G:,t,.
Add Appropriate Po value.to statio pressure at center ofiest fnterval TEST NO.MP""'I1 ;G' 3 Sequence No. --~*p=-~- Planned Center Pressure: __:.I..::(.J)::..l.=.* __
TransducerReadlngsBeforePaokerslnflated: Top 2.'f.>,U>LI _;Middle 98,<...! :Bottom:
I<JZ,?J9
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f.-.1P-41-=l
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FLOW METER READING, Gallons Middle
Time, FLOW, gpm Transducer Surface Gage Minutes Reading, pal Pressure, pal Initial Final Difference
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Form Approved for* Use on Clinch River SMR Project-J. A. Tlce, Technical Lead FormRevO-Reviewedby'iJZ-- rt--j/1 ftJ.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-228 of 515
OOUI3!..E l'ACKE!R BOREHOLE PE.RMEASILITY tEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Pege 1 of 2 PROJECT NAME: ClfnQh RIVt}( SMR ProJect JOBNO. 6468-13-1972 DATE: ':f* I ':7-13 Boring No/'AP *411" Borehole Diameter, ln.: '3.5 Total Boring Depth, Ft. '3'2. ¢ Gnd Elev, Ft: 3.3:...~
Casing Height above ground, Ft: ;?_,¢")
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): *".f-74, 1--= Datum TESTID;M.P**4*11-* ~3 Testlength:
':f,5 Tes!SectionDepth(fromDatum): From ZIZ, C..
To
'Z.2(1J, I (A) Depth to Water Table From batum, Ft: /9,/5' (B) Surface Gage Height Above Datum, Ft..fll* '5ttl Test Water Te~p: 8~d p! Baro Pressure, psi: 14,c;rz..
Depth to Center ofTast Interval From Datum, Ft: Zl(..;, '3 S (C) Distance Water Table to Center of Test Interval r:t..19'::f,z.fl Statio water pressure at center;. (C*62.4/144) + Baro"'
I CPa MAXIMUM TEST PRESSURE, Po., ([A+B"1j + C*0.57) [Po= I '32 j Test Pressure sequence:= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID:
A 8
C D
E Po Values: 1/3 t>o = 44 ; 2/3 Po=o ~;
1/2 Po=
Co G.
Add Appropriate t>o value to static pressure at center of test. Interval TE;ST NO. f0P*4 l't i:Osequence No.
E Planned Center Pressure:
2.. '32...-
Transducer Readings Before Packers* Inflated: Top * :Z. 9, (/)4
Middle 9 8. G./
. Bottom:
I t'/J*c., 'Y1 9 Transducer Readings Aller Packers Inflated ~ Top Z8, Co Z-; Middle
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DOUBLE PACKEt{ BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PROJECT NAME: Clinch River SMR ProJect JOB.NO. 6468-13"1 072 P*age 1 of2 DATE:'.:f -C:.Z-L3 Boring NoM P~41'1 Borehole 0\\ameter, ln.:lifi Total Boring Depth, Ft. *~2. <P Gnd Elev, Ft: ':f-12, f..,
Casing Height above ground, Ft 2, I/J9 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height}: ::z.;.z4a
"'Datum TEST JD;MP...LII:::Z 7:. '3 Test length:
r, '5 Test Section Depth (from Datum): From 212, G To ZE(;PJ /
(A) Depth to Water Table From Datum, Ft: I <?AI S Test WaterTe~*p: 8(!J 6P Baro Pressure, psi: /4, ::rz (B) Surface Gage Height Above Datum, Ft. ~
Depth to Canter ofT est Interval From Datum, Ft: ;2./itl; 3'5 (C) Distance Water Table to Center of Test Interval Ft. I :9:ti Z Static water pressure at center;, (C*62.4/144) + Baro "'
I (L) (/)
MAXIMUM TEST PRESSURE, Po"" (['\\+8*1] + c*O.S7) [Po"' 132 ] Test Pressure sequence:- 1/3 Po, 213 Po, Po, 1/2 Po, Po 0-<J* 1-."J.1f*f'3 Sequence ID:
A B
C D
E Po VaiLtes: 1/3 Po,~; 2/3 Pi>=~; 1/2 Po=
G. (,
Add Appropriate Po value to static pressure at center of testinterval TEST NO. MP*1H1- ~;>Sequence No.
E Planned Center Pressure:
. ~
~ K..
Transducer Readings Before Packers* lntlatecf: Top*
Z, ~. (/)4-. ; Middle Transducer Readings After Packers Inflated: Top 2-8 1 Co'Z.., ; Middle "e>6,L>I :. Bottom:
9'l ~ 'Z. <? * : Bottom:
FLOW METER READING, Gallons Middle
Time, FLOW,gpm Transducer
Surface Gage Minutes Reading, psi Pressure,. psi Initial Final Difference t\\'48~-~IP t 1 '98 'J
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Form App.roved for'use on Cllncll River SMR Project~ J. A. Tlce, Technical Lead Form Rev 0 *Reviewed by 5fl. ("7.-{f">/t}
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-230 of 515 I
DOUBI,E PACiillR BOREHOLE PERMEABILITY TEST DATA SHEET Page 2
BORING: ~A \\-:1'"' 4\\ -q.
DATE: 3- ~ \\3 w
~ ~
DATA CQJ.,LECTED llY* To...... '1-"-e..,,~t..J....{.:s,"-"- ('"l.o'o I::> I~ I< t>
t SHUT-IN TEST :PRESSURE:
u!A-
_'Psi wt (l/ ltJ{f' TIMEt SUlU'ACE GAGE minll1e PRESSURE; psi
.Ll L..6\\J ------
.I
",.r
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~
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TransdllCers: Level Troll700 Se1~ial Numbers: 335896/R24844 (shallow) 6/12113; 315381/R24039 (intermediate) 6/20/13; 1,4{~~flU0367 (deep) 6/20/13; 315380004038 (spare) 6120113 v-
~-~.----------------------
c..Hac.K Surfa~e Pressure <;iage: (Both Wika 213_.53 - MW-3 (at pump); MW-4 (at totalizer) 6/11/13 ___...,.---
~ "'/ZO o/Jo', Barom. etric Pr.. o.J.> e:.. Baro Troll *1213.15/R2266... vl2/13 (1 '\\\\
{(........
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fieldc ecked6!25/13
{-!'?-!'.'$
.... l'fY =>
Stop Watch: (Spot*tJlne 220)..:. L286/2786 6/10!13....-
Date of Calibration: Dates in* italics after equipment serial nmribel' PiiELO 13o<'>l<... ~, /OC:S
. /IIGJcl'vt.C)McrrG;e Lr<!:S Calibration due: _Post Testin"'----.------
l'v\\ p-4\\i-
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!'L,cp(.(/Jj SX.<:.eL Form Approved for Use on Clinch'River SMR Project.:_ J. A. Tice, Technical Lead Clinch Ri.ver Data Report Rev. 4 CRP-1112.16 Page E.3-231 of 515 Form Rev 0- Reviewed by.-'-. ___
PACKER TEST FLOW RATE GRAPHS Boring MP-418A Packer Test Intervals: (below ground surface) (below top of casing)
MP-418A Zone 1: 86.0 feet to 93.5 feet:
87.27 feet to 94.77 feet MP-418A Zone 2:
139.0 feet to 148.5 feet:
140.27 feet to 147.77 feet MP-418A Zone 3:
240.0 feet to 247.5 feet:
241.27 feet to 248.77 feet Graphs of flow rate (gpm) vs time (minutes) have been created from Excel sheets containing data from field data sheets. For clarity, individual plots for each sequence within a tested interval are presented. Generally, plots are not provided if the field data sheets indicate no flow during a test sequence. Bechtel Field Instruction forms are provided. AMEC field data sheets are provided following the graphs for each zone. The AMEC field data sheets use top of casing as a field measurement reference. Assigned test interval depths below ground surface were converted to depths below top of casing by adding the casing height to the assigned test interval depths. Transducer data file names are listed on the last field data sheet of each test interval. Transducer data files are furnished as electronic files in a data supplement submittal.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-232 of 515 a me
FIF No. 26847*601*KOI*CY00*00016 BECHTEL POWER CORF>ORATION Project No. 25847 Clinch River CPA Project.. Site SLtb!iiurface lnvestigati.on FIELD INSTRUCTION FORM Specification Section; 5.3.7.2 Packer Testing in MP 418A Field Instruction: The following are the three (3) depth zones In which packer testing will be eonducled In borehole MP 418A:
Zone 1: *aa.o to 93.5 feet below land surface. (Tolerance+/~ 0.. 5 feet)
Zone 2: 139.0 to 148.5 feet below land surface. (Toleranc~ +I~ 0. 5 feet)
Co.Mr.>t..G"r(JotZone 3: 240.0 to 247.5 ftllet below land.surface. (Tolerance *i*/-o.. 5 feet). 7f?...;/l">
1~ zrt> -n
..(~--
ittt
'I q_"J~.
Th$ desired pressure ran~li.ls th~t will be tested fn e.ach of the iHJdr zones are. based on the
calculation of the test pressures as provided in AMEC Project Procedure C~P-3... r.!lack.ar Pressure resting In Boreholes, A<<aehment 8 (Bechtel Power lnfoWorks 2584J-601~V14*CYOO~.
00018.. 006) or latest revision at time of te,sting. The test pressures will be det~rmlned just before the oomm~H'Joement of the tf)Sf$ by measuring the water level at the start of test Sasis:/Justtfioation 'for Instruction:
The depths of the abOve r.ones were s~lected based on fracture zones identified from DRAFT geologic core lo.gs, ROD antlllysi$ and from ihe acoustic televiewer logs. The bottom depth for pa~ksr testing Is limltad to ii.ippmxlrnat(<)ly 250 feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet The justification of the pre~ssura
. ranges that will* ba tested will be basad on AMEC Project Procedure CRP~3 - Packer Pr$ssure
. Testing In S.orahole$,.Attachment B (Bechtel Power lnfoWorkS 2584(.. 601~V14-CYOQ-00018.:.
OOG) or latest mvislon attlrrte. of testing.
Prepared By: _1~~~.~::.. ~ ~~M-~ ~
!jf_;.( ~
Name SiQn.~t re Reviewed By:;_;~ ~-** *
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Name.JI':(#: t4Aclt (sri)e Section 1.:'1 for further lnalrtJcUons)
Received By AMEC Site Mgr or Proj Mgr: _ _S,._GL,,.
.:.u:. et:~ 1tt_,
Name 2013 BecfJtel Pow&r Corporatltm. Contains Contflllctor Confidential lnfonnatfon.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-233 of 515 PAGE f OF 1
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 JMax Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi)
Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 SequenceD 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections ength of stickup above 1 Ut..; {rt) 40.94 32 75 25 50 38 Genter lest Pressures (psi) 57 82 107 70 107 13.29 21.12 81.48 3.86 3.00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-234 of 515 Inflation Pressure (psi) 107 132 157 120 157 Test Date Prepared By Checked By
~-~-
~--**.
Clinch River SMR Project Double Packer-Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468-13-1072 Boring: MP-418A Zone: Z1 86.0 feet to 93.5 feet below ground surface Transducer Location: Middle Sequence A 1/3 Po)
Sequence B (2/3 Po)
Elapsed Time Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 10:58:30 0.0 30.82 11:08:00 0.0 10:59:00 0.5 37.61 12 11:08:30 0.5 10:59:30 1.0 64.46 18 11:09:00 1.0 11:00:00 1.5 67.45 14 11:09:30 1.5 11:00:30 2.0 63.12 0
11:10:00 2.0 11:01 :00 2.5 64.15 30 11:10:30 2.5 11:01:30 3.0 62.91 10 11:11:00 3.0 11:02:00 3.5 60.99 14 11:11:30 3.5 11:02:30 4.0 60.70 12 11:12:00 4.0 11:03:00 4.5 60.69 10 11:12:30 4.5 11:03:30 5.0 60.87 14 11:13:00 5.0 11:04:00 5.5 60.59 14 11:13:30 5.5 11:04:30 6.0 60.97 10 11:14:00 6.0 11:05:00 6.5 60.58 12 11:14:30 6.5
---1-1:05:30 -"--- -~~'1.0 -*-----60.49 -------1A - 11:15:00 --~--- 7.. 0 11 :15:30 7.5 11:16:00 8.0 H:-16:30 8,5 11:17:00 9.0
-- - 11 :17:30 -~~ -.. 9.5 11:18:00 10.0 11:18:30 10.5 11:19:00 11.0 11:19:30 11.5 11:20:00 12.0 11:20:30 12.5 11:21:00 13.0 11:21:30 13.5 11:22:00 14.0 11:22:30 14.5 11:23:00 15.0 11:23:30 15.5 11:24:00 16.0 11:24:30 16.5 Se uence D 1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 12:15:3'0 0.0 33.31 12:43:30 12:16:00 0.5 46.90 80 12:44:00 12:16:30 1.0 54.75 68 12:44:30 12:17:00 1.5 55.25 40 12:45:00 12:17:30 2.0 57.08 30 12:45:30 12:18:00 2.5 58.32 58 12:46:00 12:18:30 3.0 58.75 56 12:46:30 12:19.:00 3.5 62.06 58 12:47:00 12:19;30 4.0 63.92 62 12:47:30 12:20:00 4.6 64.63 64 12:48:00 12:20:30 5.0 66.24 64 12:48:30 12:21:00 5.5 67.50 42 12:49:00 12:21:30 6.0 69.36 94 12:49:30 12:22:00 6.5 69.39 70 12:50:00 12.:22:30 7.0 70.13 70 12:50:30 12:23:00 7.6 69.98 50 12:51:00 12:23:30 8.0 70.12 84 12:51:30 12:24:00 8.5 70.22 66 12:52:00 12:24:30 9.0 70.13 66 12:52:30 12:25:00 9.5 70.10 74 12:53:00 12:53:30 12:54:00 12:54:30 12:55:00 12:55:30 12:56:00 12:56:30 12:57:00 12:57:30 12:58:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-235 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5 14.0 14.5 Flow Rate Pressure (psi) (gpm) 61.41 67.92 20 67.97 8
72.54 20 72.93 22 77.10 28 75.17 26 75.18 30 75.64 36 76.53 36 78.87 32 79.78 36 76.06 40 78.27 46
---Z6.35 _
_,_50 76.32 44 79.68 50 84.29 --------60 80.50 60
--* 79.84...
50 79.98 56 79.59 54 79.00 70 86.40 46 85.03 64 83.34 60 82.38 64 82.32 62 82.06 70 80.73 no reading 80.48 57 79.94 64 80.15 66 79.61 60 Flow Rate Pressure (psi) (gpm) 32.75 69.21 120 74.96 60 74.90 80 76.01 80 76.60 80 76.64 80 77.04 80 76.85 82 77.41 76 77.84 60 77.72 76 78.22 104 77.86 80 77.60 80 77.60 86 77.38 74 77.61 84 77.36 76 75.33 80 77.26 80 77.46 70 77.32 70 77.25 80 77.22 80 77.33
. 80 77.30 74 77.80 86 77.80 80 77.47 74 Prepared by: C'D'T Checked by: JB.J.-
Sequence C (Po)
Elapsed Time Time (minutes) 11 :36:30 0.0 11 :37:00 0.5 11:37:30 1.0 11 :38;00 1.5 11 :38:30 2.0 11:39:00 2,5 11:39:30 3.0 11:40:00 3.5 11:40:30 4.0 11:41:00 4.5 11:41:30 5.0 11:42:00 5.5 11:42-:30 6.0 11:43:00 6.5
.. 1.1:43:30
__ [,0 11:44:00 7.5 11:44:30 8.0 1-1,46!00 8,5 11:45:30 9.0 Date: 4--9-/4-Date: 4--'l.f$- (d-Flow Rate Pressure (psi) (gpm) 32.36 65.60 64 87.30 84 no reading 87.98 90 no reading 88.27 70 86.96 80 87.25 80 85.78 80 86.16 80 84.51 80 84.33 80 84.66 80 83.63
.80.
83.44 80 83.28 80 83.28 80 83.33 80
.....1.1:46:00.................. 9.5 -*
82.90
.. 84 -
1:46:30 10.0 82.31 80 11:47:00 10.5 81.67 86 11:47:30 11.0 81.36
,72 11:48:00 11.5 82.91 82 11:48:30 12.0 82.61 78 11:49:00 12.5 81.93 78 11:49:30 13.0 81.78 80 11:50:00 13.5 81.43 80 11:50:30 14.0 80.87 80
MP*418A Zone 1 35 ".................................................................................. _...... _______, _____,_, __, _______......, ___, ___, __, __,_,_.*. _
30 25 +-----*
e2o +--------------------------r----r----------------------------------------------------------
~
~
~ 15
_______,................. __,.... ~- --.. -*.. **---*.. ***"'"' __,_, ___..... __.. _____,_,,_,,,,,,...........
1 10 0 +----------,---------
o.o 1.0 2.0
-1/3Po 3.0 4,0 Elapsad Tlma (mlhutas)
MP*418A Zone 1 5,0 6.0 7.0 Notest Test pressure apptoxlmtltely i/3 o( tha ri1aXInlUm test pt'Qssure (Po),
Flow (ate typically mea.sured*over a iiO $acond lhtervaJ.
8.0 70 "............... -..... __, ___,...,.............................................. _,_,_,, _____,.,,,_, __, __.......... -",_"""""-*-****-*****----....... _. __,,..................................... *---------*"""'""-"'""'"""'-'"'-""--"
60, ---*--*----------------
~ 40 +-----
~
ti:
30
-*-***-----------~--
l.O
0. ****-*-*-*"'~""""'"'"'-'""~"""'""""' " '-
.... 1"".. '"'"'~'" '" "'"'""'""".. '1"-'"'"'... '"""' ''"'""")'"'~*~........ "'""'""'""1"~~**~*~........
~....... ~.. ~ ** ~... ~.1"""""'
'""'"""'~"~-********" 'T'"" -'w""""'""~'"".,'[
0.0 2.0 4,0 6.0 a.o 10,0
-2/3Po Ela!)sedl'lmo (mln\\ltes)
Prepared by /Date:_=K=li'-'-:L".. =---'-lf--~-~7/,t-llf--r-Checked by/Date:
9/Sj..,J 'be/'jt--*
12.0 14,0 l.6.0 18.0 Notcu :rest prassmo opproxlmntGiy 2/l of the 1\\laxlmum tost rmmure (Po), Flow rato lVJllcally tna11s11rod ovor 11 30 second ltttervnl, Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-236 of 515
MP-418A Zone 1 90 ~---~
80 +--..........,/------.,...------...--......... -~7-/
70. *-**"""""'""'.................................... * *-**------*-------*-**--*-**
60............................................................................................... _..............................................................................................................................................................................................................................................................................
40 **~-----------------------
20 "..............................................................................................................................................................................................................
10 +---------------------------------~-----------------------------------------------
...,......... po EloP,sad Time (minutes)
Notes-~ Test pressure a~p roxfmata!y at t11e maximum test pressure.(Po), !=low rate typlc11lly measurad over a 30' Sl!cond lntt~rval.
--H--.*~*--*-----*-----
--~, __
a__,.._._;..,
MP-418A Zone 1 1::.. 1._.,_......................................................................................................................:................ -.. _.., ____............ -............. -...... -..... _
80.. "..... ""'\\" ________................. -*.......... _.... --""'" --*- "'...... -............. - -**- ".... -* ---- **- --- ---........ -. "............. -...... ". -**------****-*** ------
70 */----~------
40 *'.................................................................................................,_..,..................................................................................................................................................................................................................................................................
30 ------*------'1---------------------------- ------
20 * *+------~----*-----
10 " *--.. --.. --........ _... _, ______,.......... ~
0 *.............................,..,,_,,1"'",.,_,,...........,H........ r***** "' *'"'ft" " '""~*** ~--** ****"* *- ******""Y """' ~* ~............... ~~*~""l~.....,,.......,_,,,,.,,,.,,,~,.,..,,r... ***~.. * ~****-* ~*................. r~*'"'"'""-""" ~*~..... ~.*.*,,, *.,,...... _...,................,... _., __..................... ~.1 0.0 1,0 2;0 3,0 4.0 s.o 6,0 7.0 8.0 9,0 10.0 Elopsed Time (minutes)
-*-1/?.Po Prepared by/Date:_~r.......:
' t"'..:...:L:;.-A:;g.,,--~-1/~(..c...,l ~r---r--:-1(/_,.,......
Checked by/Date:
fjt'£d-* 'lL.v/t'.P...
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-237 of 515 Notes: Te~t ~ressure O!Jproxlrnntely 1/2*Qf thQ mnxhnum test pressure (Po), Flow rllte typically llHlnsured over n SO secol\\d lntorvnl,

*-------~

1
~.
..................... ~..................:.... --.................... ~...... ~... ""'""""'""'"'"'"'""'~'"'"""'"'"...............................,... _
................... ~;,,,...............,,...............................,,................................. _,,,.........................................,...... ""'"'
MP~418A Zone 1 140

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

120. '"""'" -----*--*---*--*----.. -*-*--***"-""""-"""'"'"'-""'"""""'"'""' ________,_._. ________,,. ___, ____............. -.......... ~........ ----*--................ -...
100
~ Go **................................................................................................................................ -........................................................................... ~
20.. j-----~~--------------------
+-------r-------,--------*-r------r-----~-------~------.-----~
o.o 2.0 4.0 6,0
-Po Prepared by/Date:--"'t"""H'--L~. rhfl{-=-+{t(-rl/:,11_* ~
Checked by/Date: ---9-7-i~""'*
""'0:::..- _.r-z"""/"""J.;,"'""/4-1=:4=-
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-238 of 515 8.0 10.0 Elapsed Time (minutes) 12.0 14.0 16.0 Notos: rest prouure a~proxlmately at. the maxlmuhl tost prossura (Po),
FlOW rata typically rMa$Ured ov~r a ao second ln'terval,
DOUBLE PACKER BOR!:HOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PRC?JECT NAME: Clinch River SMR ProJect JOB )'10. 6468*13-1072 Borlng No 1.':6?- 4\\tsA.
Borehole Diameter, ln.:3. !. Total Boring Depth, Ft. '3e (Ll
.Page 1 of2 DATE: '=t'-'?.,., \\ ~ /'3 Gnd Elev, Ft: ~
Casing Height above ground, Ft: /. Z 7-Elev, Top of Casing, l"'t. (Gnd !::lev+ Casing Helght):,8 I '2. ~ 'SJ: "'Datum
~I
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4\\??l?s Test length:
1-, S Test Sectl~n Depth (from Datum); From 8 9, R- '1 To 94, 3 ?i (A) Depth to Water Table from Datum, Ft: 5¢* (/)S TestW~terTem'p:~ Bar.o Pressure, p$t 4_,' y r2-¢.~9"C)
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,(Q) Distance Water'Iable..to...C.enter_aUesU1.1tewal-~t~-Statlcwatar-pressiJre~t-ooAte~*(G!'6>274/-t44-)-+-Bero--~
1 MAXIMUM TEST PRESSURE, Po"' ({A+B*t] + c*o.57) [Po= ';:\\S 1 Test Pressure sequence ;o 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequent<) lD; A
B C
D E
_ 2o_\\Lal_ue!i:_ 1/3_ F:o_., ~;
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A Planned Center Pressur~:
S '-=1 Transqucer Readings Before Packers Inflated; Top
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Clinch River Data Report Rev. 4 CRP-1112.1~
Page E.3-239 of 515
b0Ul3LE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PR(?JECT NAME: Clinch River SMR Protect JOB,NO. 646B-13-j072
.Page 1 of2 DATE: '-1 -Z- \\ *~ lj Boring NoM!'~ A~&~
Borehole Dia!'rleter, tn.:3.8 Total Boring Depth, Ft. '3e<b Gnd Elev,H:.a.JJ&
Casing Height above ground, Fe/. 2 ']-
EJev. Top of Casing, Ft. (Gnd Elev +Casing Height):$ t':Z,~* 81: =Datum
~~
. TEST IO:IY\\?~ 4\\S/~
Test length: -....::L~ Test Section Depth.(from Datum): From 89, Z.'t To 94,31__
(A)
Df.lpth to Water Table From Datum,. Ft: 5~* S Test W~tefTem'p:~ Baro Pressure! pst:_ l 4~
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MAXIMUM TEST PRESSURE, Po= (rA+B*1J + c*o.57) [Po"' :=kcS J Test Pressure sequence:" 1/3 Po, 213 PCI, Po, 1/2 Po, Po Sequence 10:
A 8
C D
E
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_ 113 f'o

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TEST NO. MP-4\\*Bt.. Sequenca No, B
Planned Center Pressure:
8 2'..
. Trans(jucer Readings Before Packers Inflated: Top R.> <2), CO 9),'; Middle Transdueer Readings After Packers Inflated: Top 2.C/J,/..o(/),; Middle M P-418A * 'Z.
Se~u""i-.JC<!?
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5 tf>, 8 ':1': Bottom:
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~S,\\9
~ 3S,4<..
<t;~. -=r ~v ~ t 3 *
'Time, FLOW,gpm Transducer Surface Gage REMARKS Reading, psi
Pressure, psi Minutes
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST bAT A SHEET AME:C ENVIRONMENTAL & INFRASTRUCTURE, lNC.
PRO.JECT NAME: Clinch R!vee"SMR Prolegt JOB.)1l0. 6468-13-1072 Boring NoMf~ 4\\~1:1.
Borehole Diameter, tn.:2.&., Total Boring Depth, Ft. ;se¢
.Page 1 of2 DATE: ;t -?-. \\ ~ l3 GndEiev,ft:~
Casing Height qbova ground, Ft: /. Z.7-E!ev. Top of Casing, Ft. (God Elev +Casing Height):8l '2. ~ '63- =Datum
';61
. TEST IO:bA?~ 4Vo/)..;, Test length:
3, t:S Test Sectf~n Depth (from Datum}: From 8 'i, i2. 9 To
94,31.
(A)
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........ ~~¢.~'3"C:)
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9 I
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(Q). Distance Water TalllilJP....C~nter_oUeslitJter:vau;:t,~Stat!~wateF-pressur-e*al-ooAter=-(~6Q;4f-1-44)+Baro~~ %
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'MAXIMUM TE$T PRESSURE, Po= 0:A+B.11 + c*0.67) [Po= ~S 1 Test Press~e sequence:= 1/3 Po, 2J3 Po, Po, 1j2 Po, Po Sequence lD:
A..
8 C
D E
Po Values: if3 Po"
~'5
2/3 Po=~; 1/2 Po=-
3 '6 Add Appropriate Po value to statlcpres_syre~t -~nt~roftestliJ!.e[llal __
-~*
-~~- - -- -- **-*~\\ *-
~~ *-
TEST NO.,lAP~ 41'6.t>; Sequence No.
Jo Planned Center Pressure:
$ *z.
TranscjucerReadlogs Before Packers Inflated: Top f;Ji2),C:O¢.; Middle
,\\, o'<<.., :' Bottom:. ~S,l~
Transducer Readings After Packers Inflated: Top
?..C/J, ~(/); Middle.
'?> @, 8 <::1': Bottom:
p 3S,4<.o MP~*+/-LElA * 'Z S e ~-u t=> J.-LCG Co.~->7 o
(
' )
C?.~ ' -=r -ZJ -I 3 FLOW METER READING, GaUons Middle
Time, FLOW,gpm
Transducer surface Gage REMARKS Minutes Reading, psi
Pressure, psi Initial Final Difference 1 \\
r=n e~UJ
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DOUBLE PACKER BOREHOLE PERMEABILITf TEST DATA SHEET AMEC ENVIRONMENTAL & INFRAStRUCTURE, INC.
PROJECT NAME: Clinch R!ver SMR Prolect JOB.NO.. 6498"13-1072 Bortng NoM?- 4\\~~
Borehole Diameter, ln.:b.§_ Total Baring Depth, Ft. 3et.k
.Page 1 of2 DATE:-::t-'Z..\\ ~ 1'3 GndE !ev,H:~
Casing Height above ground, Ft: /. 2 ']-
~I Elev. Top of Casing, Ft. (Gnd Elev +Casing Helght):8l2. 1 '03- "'Datum
. TEST lt;):f./\\P~ 4\\'0/?s. Test length:
3, S Test Section Depth (from Datum): From 8 9,'?.?./9 To
~4, 31 (A) Depth to Water table From Datum, Ft: 5 ttl* ¢.
(B) Surface Gage Height Apove Datum, Ft. l * ~(£)
TestW!jterTem'p :~
Baroj.ressure1 pst *JA..L...w __, f~t¢.59"C)
'vJSLL 'y../A.TIE/t t<t7-<P "f.
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Depth to Center ofT est Interval From Datum, Ft:*. *91, Q) 'Z
~
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3 ~
MAXIMUM TEST f'RESSURE, Po= ([A+B*1J + C*0.67) [Po= ':\\.S J Test Pressure sequence;- 1/3 Po, 2i3 Po, Po, 112 Po, Po Sequence ID:
A B
C P
E Po Values~ 1/3 Po" * ~~ ; 213 Po=~; 1/2 PO""
"?> 'C Add Appropriate Po IJalue to_ s~tl.cpressure at cente ~ Qf test lat.erval _
--T~~~ N~. MP-4-tetB~q~e~~ No, -
-C- -. p~~nned ~ent~r-Pr~~~~~ :u u
..,-qj *]-
TransqucerReadlngs Sefora Packers Inflated: Top
'1;,<2),(0¢.: Middle Transducer Readings After Packers Inflated: **Top *
?...r/J).JJ(/)* Middle MP-4l8A. ~'
. S ef<'JI-f ""1-<CR c.
FlOW MEiER READING, Gallons
'?! \\?:>a.. : Bottom:
i> @, B':l: Bottom:
Mldd!e
'?S) l<)
315,4<..
cz~. '":{ ~v.. t 3 *
'Time,.
FLOW,gpm Transducer Surface Gage REMARKS Pressure. psi Minutes Reacting, psi
Initial Final Difference
'/;j!ECS.If../
\\\\l *obw \\ !~{I
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32.'3(,
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Boring NoM?~ A\\8~

Borehole Diameter, ln.::3....5L Total Boring Depth, Ft. '?!e¢ Cas inS Height above ground_, Ft: /. 2 9- ~~ Elev. Top of Casing, Ft. (God Elev +Casing Helght~:S l1:-: B3= = Dalum . TEST 10:1-J\\?- L\\:\\'?2/~ Test length: 3, S Test Section Depth (from Datum): From § ~, R. '1 To 94,31 (A) Oepth to Water Tab(e From Datum, Ft: 54>* f))S (B) $urface GageHelghtA):lo~e Datum, Ft.. 1.'5<2) Test Wa.ter Tem'p:~r Ba o Pressure, psi: l 4~ __.. f?-,¢, '8':1,. c.;)* \\Jta[..L \\1./A.Te/t ft§7-1.1° ':f. "fl. 2<<),'Uj. *- \\' Depth to Center ofT est lnle!Val From Datum, f't:*

91. t2} Z

~ ~~~h

---'--(Q) Distance wa!.Eii~to...C.enter.oLteat.lnteN~I-f::t.....-4'Zl ~Statl~wat~F-presaure-aklenter=-(G-62.4ft44}-+-Baro~ 'R.

I M~IMUM TEST PRESSURE, Po"' ([A+B~11 + c*o.57) [Po= ~S ] Test Pressure sequence;:: 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence 10: A

El C

D E Po Values: 1/3 Po.,.

~<;_); 2/3 Po=~; 112 Po:: 353 Add ApQrofJrlate Po va_ll!_e to_s19tic_Rcessu@.atCE!nJeLoftg$t lnterval

-_ -*-*- *e.\\ --~ -

- ~

TEST NO. MP~ 4\\ f:l~ Se~uence No. C... P\\an11ed Center Pressure: --'-l"""¢_'1_,__.,... Transqucer Readings Before Packers Inflated: Top ~ <2) 1 CO¢. ; Middle

~n. "?:,a, :. aottom:

~s, t<::~ Transducer Readings After Packe~ Inflated: Top ';:..(/) * (p(/). Middle

0 @, 8 ":?': Bottom:

~ 3S,4<a C?,~. ':f ~2J - I 3, -c\\ LCoMr't:>"'J M P-4JfiA. Se ~H-f~"" 1-JC&

c I

FLOW METER READING, Gallons Middle 'Time, FLOW,gpm Transducer. Surface Gage REMARKS Minutes Reading, psi

Pressure, psi Initial Flna!

Difference l t\\-4.£\\*\\ 3(~ Z@'5'3d> 2rP 51-Z. 4'- 84 '82,_0)(/) $(!

f&G(ir-(..1./......

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J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-243 of 515 8Z."'3t

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/i.;.-?" 7/z.l).~.;-; 22,5)3 . \\ I DOUBLE PACKER BOREHOLE. I=>J:.RMEABILITY TI:ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. .Page 1 of2 PRC?JECT NAME: Clinch RJverSMR Pro!ect

JOB._NO. 6468-13-1072

. DATE: ;t -?-. ~ ~ I 3 Boring Nofv'W'* 4~8~ Borehole DiaMeter, ln.:~ Total Boring Depth, Ft.. '3R,(b.

God Elev,Ft:.8..!..LJe...
Caslng Height abo.ve ground, Ft: /. 2 ?-

Elev. Top of Casing, Ft. {Gnd Elev + Casing HeiQhl)!812.: ~"t = Datum ~I . TEST 10:~.- 4\\'f')/~ Test length:

"::/.. S
Test ~ecU~n Depth (from Datum): From 8 9, ?!.t 1 To 94, 11 (A)

Depth to Water Table From Datum, Ft: 5~* <bf} (B) Surface Gage Height Above Datum, Ft. I * '30 .MAXIMUM TEST PRESSURE; Po= ([A+8*1] + c*o.57) [Po= ':tS 1 Test Pressure sequence:= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence 10: A 8 C D E. Po Values: 1/3 Po<~ ~S

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

'?.l ~ AddApprop_rl~l§P<.lYE!IlLeta~static. pri!.S.sJ.Jraat center_oftestlnterval ~ - -~ ~- \\' ~--

~~

TEST NO. MP-4telsequence No. ]) Planned Center Pressure: 'f ¢ Transcjucer Readings. Before Packers lnflatecf: Top §;; <4l, CO¢. ; *Middle ~5, \\9 Transdueer Readings After Packers Inflated: Top 'J:..(/J,l .. o(/); Middle ~\\.,~a, : Bottom:

2 ftJ, B '3"

Bottom:

p 3S,4G. C£~. -=t ~2..1 - I 3 MP~~~11iA. '2. Steo$;.)1..;(!:0"--CCE?

nm~.

FLOW METER READING, Gallen$ Middle FLOW,-gpm Transducer surface Gage

REMARKS Minutes Reading, psi
Pressure, psi lnltlat Final

.Otfference \\ 7... \\ \\<"Sl 31P R.<b9'5~ "3".3 I-~~ ¢ r*~<=<t!:liJ../ /IJC.~.4$/!T.t--1-oVJ \\.l \\ \\to \\ (/)(Q f6(l).\\!j'5 c 99'1-4Qj 8(J) '"i. \\ \\t,., \\ ~4' 2.(/)9~Z Z.l <l> 2,(., -~ L\\ l.P8 \\ '"l. 'I \\ '1-\\ {JI(.I _)~- \\ Q)2(, ' ~~ (/) 4<.t. -~C{J. L~U> rz.\\ \\'::\\\\)(} Zll/J4<.u . ?.,1(/J~\\ \\c;) ?J</J \\ *t \\ \\ \\3 \\ <PIJ.Zf~~~

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84 I'Z l *ur',I/Jcl 'Z.. \\ L\\-1\\,--:{- 2.1 4849_ "33 (o(, .. From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project* J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16-Page E.3-244 of 515 4-Lo,9(j)

19

. (__' pac;Ap zy: ) IP P'.t..;n.... 54~~*S ';J.-'Z-.'i?:cT u::: ??,z.S Z '5 ~1,{/)f> 2.8 . I(.:! . 5$,1>2. '"J>fiJ /P S.B,o:tS ~(.. ~zl~(,. '3"5 //r?' (..'"3,~2..: AZ..* (..; l\\,(..3 4-2 II:! . ~{..,24~ '£){/.' G"":f,'5fP__. SCI p:: (,":->I "3Ct, ~"2. l...9i3~* 'Z)'Z.

z (/), 1'7,

'64 c.,g 90 B4 f (()I I"'L. '5'4 '-:f fl \\ Z"Ze 54-Form Re_v 0 - Reviewed by,,&fl-' I k l~,/ ( J I DOUBLE PACi<ER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE; INC. .Page 1 of 2 PRC?JECT NAME: Clinch RlyerSMR Prolect JOB.NO. 61§8-13-1072 DATE; ':f -'i!., \\ ~ /"'3 Boflng NoM?-- Al'QI\\. Borehole Diamete(, ln.:§ Total Boring Depth, Ft.....a_~ Gnd Elev,ft:..8..l...l.Je.

Casing Height above ground, Ft; /. 27-

~I . TEST IP: 1:6 P-A~'O/es 'rest length:

Elev. Top of*Caslng, Ft. (Gnd Elev +Casing Helght):8 t 2.~ '8]- "'Datum
3. ~

Test Sec\\i~n Depth (from Datum): From 8 ':f, ~ '1 To 94,31 (A) Depth to Wafer Table From Datum, Ft: S(l), dY8 (B) Surface Gage Height Above Datum, Ft. 1. '50 MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) [Po"' ~S 1 Test Pressure sequence~ 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B C D t: Po Values: 1/3 Po = ~':)

2/3 Po=~: 1/2 Po=

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

1)

FLOW METER READING, Gallons

nme,.

FLOW, gpm Minutes Initial Final Difference /Zl 'ZA\\~IJ 2..\\.L\\S,{tl 21 1013 3'~ f..&,G:, It\\ 2'5\\¢1) Z.\\ "513 Z.:f sstJ! ~+ ':\\-4 IZJ li'!'$ 1 4-S I~ l 'l.c., I Z./f

-From Preliminaty Boring Layout Survey Form Approved for' Usa on Clinch River SMR Project-J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-245 of 515 ct.~ ' -q,-2) ~ l 3 Middle.

Transducer Surface Gage REMARKS Reading, psi

Pressure, psi

":::f rA IS .s "l&efiit+~ ~~.*

'{~-e..l-1'1

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Casing Height above ground,-F!: /. 27- '

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

2.,

V

Depth to Center ofTesl Interval From Datum, Ft:
~I.0 '2

<:t~ * ~~~n -.:(Q) Distance Water Table !.P....Cant:er *. oCtest.lnter:vai.Et~~StatlG*Waler--pre&s~owe-at-eeAter-=-(g;;"&2;4/-i*44-)+-B'<Iro-~l--~

MAXIMUM TEST PRESSURE, Po::: ([A+B*1j + C*0,57) (Po"' ':\\-S J Test Pressure sequence:= 1/3 Po, 2/3 Po, Po, 112 Po, Po Sequence 10:

A 8 c D E. Po Values: 113 Po " ~ c;)

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

3 '2> Add Appropriate Po value to static pressure at center of test fnlerval

c.\\

TEST NO. M?- 4\\'Q/1,; Sequence No. E Planned Center Pressure: f tZ> "::1 Transcjucer Readings Before Packers Inflated: Top 'G 0, Co¢.*; Middle Transducer Readings After PaCkers Inflated: *rop 2_(/), (p (/); Middle' MP~4l8A

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

1::::. FLOW MEtER READING, Gallons ~\\, '0?..., :. Bottom: ';)S, t~ ~ @, 8 9: Bottom: p 3 S, 4 (g ~~ ' -=! ~ZJ -I 3. Middle 'Tlrne, FLOW,gpm Transdw:er . Surface Gage. REMARKS ReadinQ, psi

Pressure, ps!

Minutes Initial Anal Difference 2..\\. (o 2.(/J '3~ :~s (/)

~su.~lf.../

---'1'--- \\'t. \\ L\\"S \\ 3<fl \\ z. ', hrd 1/ilfJ ~\\ *C.O?-(j) i1 ~..;.Sal (o(j) \\ ('._.al \\2.\\1 '41.\\ '.11J

z_\\ lc. BtP Zl ~~(j).

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Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))

Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections ength of sticKup above TOC (ft) 93.84 55 105 35 70 53 Genter 1 est Pressures (psi) 90 125 160 108 160 13.29 21.12 134.48 6.37 13.36 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-249 of 515 lntlatJon Pressure (psi) 140 175 210 158 210 Test Date Prepared By Checked By Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & infrastructure, inc. AMEC Project# 6468-1 3-1072 Boring: MP-418A Zone: 2 139.0 feet to 146.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po) Sequence B (2/3 Po) Elapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time (minutes) 8:43:00 0.0 53.90 8:51:30 0.0 8:43:30 0.5 53.90 0 8:52:00 0.5 8:44:00 1.0 53.90 6 8:52:30 1.0 8:44:30 1,5 59.66 0 8:53:00 1.5 8:45:00 2.0 91.72 0 8:53:30 2.0 8:45:30 2.5 90.22 0 8:54:00 2.5 8:46:00 3.0 90.14 0 8:54:30 3.0 8:46:30 3.5 90.27 2 8:55:00 3.5 8:47:00 4.0 90.47 0 8:55:30 4.0 8:47:30 4.5 90.49 0 8:56:00 4.5 8:48:00 5.0 90.62 2 8:56:30 5.0 8:48:30 5.5 90.73 0 8:57:00 5.5 8:57:30 6c0 8:58:00 6.5 8:58:30 ---*----.--- - 7,0 SequenceD (172" Po) Sequence E-(P5 Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 9:12:00 0.0 161.24 9:22:00 9:1 2:30 0.5 145.60 0 9:22:30 9:1 3:.00 1.0 143.00 0 9:23:00 9:13:30 1.5 124.18 0 9:23:30 9:14:00 2.0 121.88 0 9:24:00 9:14:30 2.5 108.31 0 9:24:30 9:15:00 3.0 108.80 0 9:25:00 9:15:30 3.5 107.45 2 9:25:30 9:1 6:00 4.0 107.42 0 9:26:00 9:1 6:30 4,5 107.34 2 9:26:30 9:17:00 5.0 107.38 0 9:27:00 9:17:30 5.5 107.33 2 9:18:00. 6.0 107.37 0 9:18:30 6.5 107.24 0 9:19:00 7.0 107.45 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-250 of 515 Elapsed Time (minutes) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 Flow Rate Pressure (psi) (gpm) 91.05 105.18 0 103.57 2 112.10 0 11 3.87 2 120.27 2 122.52 0 122.91 2 126.52 0 126.50 2 126.40 0 126.61 2

1£ 6.55 0

126.95 2

1-26.95 -

--- -*--*-0 Flow Rate Pressure (Psi) (gpm) 107.15 138.45 4
142.81 0
155.98 2
160.53 2
160.47 0
160.50 2
160.53 2
160. 14 0
160.68 2
160.62 2
Prepared by: I!: ~-r Checked by: ~ ~-
Sequence C (Po)
Elapsed Time Time
{minutes) 9:01 :00 0.0 9:01:30 0.5 9:02:00 1.0 9:02:30 1.5 9:03:00 2.0 9:03:30 2.5 9:04:00 3.0 9:04:30 3.5 9:05:00 4.0 9:05:30 4.5 9:06:00 5.0 9:06:30 5.5 9:07*:00 6:0 9:07:30 6.5 9:08:00 ----........ ----7-,0 9:08:30 7.5 Date:
Date:
"'f- - ?I -I q_.
'f ~!-J (d Flow Rate Pressure (psi) (gpm) 127.13 143.1.4 2
140.75 0
155.30 2
152.00 2
152.50 0
158.11 2
158.37 2
162.33 2
160.76 0
160.63 2
160.11 2
1 60 ~7+
.. 0 160.72 2
-~----160. 68 -- -
2 160.21 b

ML18003B006

Text

6.0 Notes

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