ML18003B009
| ML18003B009 | |
| 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: ML18003B009 (50) | |
Text
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 'PROJECT NAME: Clinch R!yer SMRPro!ec\\ JOB _NO. 6468-13-1072 DATE: 1* 31{}* I?> Boling Notv\\P** ft¢ Borehole Dla1:neter, ln.:*S.8 Total Borlng Depth, Ft.~~¢ Gnd Elev, Ft: e02,S * . Casing.Height above gr~und, Ft:~ *~ Elev. Top of Casing, Ft. (Gnd Elev +Casing He!ght):.'er>a,l~ "'Datum
- TEST ID:N\\?* ~ ~9! ~ ~ Testlength:
i-. S Test section Depth (from Datum): From~~.(...<...
- To 8":\\,\\ lo (A) Depth to IJYater Table From Datum, Ft: f5=h"?:!.
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- 1$'3,41
--*--~*-**-(C/'D~tance WaterTal5lero"Center ofTesflntervai.Ft.. Z{p, 'Z¢ Static water pressure.at center= (0*62.4/144) + Baro = f'!l(p MAXIMUM TEST PRESSURE, Po" ((A+B*1] +.C*9.57) {Po"' xt\\- 1 Test Pressure sequence;= 113 Po, 213 Po, Po,.1/2 Po, Po Sequence ID: A B C . D E Po Values: 1/3 Po== ~; 2/3 Po=~
- 1/2 PO"'
- 0 ":\\
- Add Appropriate Po value to static pressure at canter of test Interval TEST NO. \\:A,?-42.¢t,a_Sequence No.
/.:::.., Planned Center Pressure; 5 *1 Transducer Readings Before l'ackers Inflated: Top \\ <.o, 1> \\. ; Middle Transducer Readings After Packers Inflated: Top
- \\to,~'":\\- : Middle MP~AZ;¢ Z'2...
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- Time, FLOW, gpm Transducer Surface Gage Pressure, psi Minutes
- Reading, psi
- lriltlal Final Difference
- REMARKS t1>t'l~ tfl>cD
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/L.,'771 Form Rev 0 - Reviewed by 9J3: I 'V ({ f {I J I I I I l I I i I I I I I I I I I DOUBLE PACKER 80REHOI..E 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* 3¢* I';?, So ring NaMP~ 4f.¢ Borehole Diat:neter, ln.:* 3,8 Total Boring Depth, Ft. '3 g; ~ Gnd Elev, Ft:..e.~ * .. Casing.Height above gr~un~, Ft:~Cl, Elev. Top of Casing, Ft. (Gnd Elev +Casing Haight): 'eg>3,14 =Datum * . TEST ID: ~'?* ~'a.¢ 'l. i?, Tesllength~ I* '5 Test Section Depth (from Datum): From ':f<?l (., <..... TO' e 4,)..k_ (A) Depth to water Tabre From Datum, Fl! ?:I,"?-(. Test Water Tem'p:~ Baro Pressure,?si~. \\ c.. I 1\\-<... 11-hi!t..l.. IJAT<!YIZ. TttfMi"" <P~ t>,::' Cl'ld=l"(!). (B). Surface Gage Height Above Datum, Ft. ~ Depth to Center of Teat Interval From Datum, Ft:
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---(C)DI~t~WaterTatil'elOcenter ofTeSrlntervai.Ft. u I ~1> Static water pressure at center::: (C*62.4/144) + Baro.. g;c; MAXIMUM TEST PRESSURE, Po:: ([A+B*1] + C*~.57) £Po-= 14 1 Test Pressure sequence;:; 1/3 Po, 2/3 Po, Po, 1/2 Pll, Po Sequence ID: A 8 C D E: Po Values: 1/3 Po "' 'al '0 ;
- 2/3 Po"'~:' 1/2 Po= '0 ":\\
Add.APpropriate ~9 value to stallc pressure at center of test Interval TEST NO. t<\\,P-4?-tl-a 'f..Se<juence No. B Planned Center Pre!!Sllre: 'f S Transducer Readings Before P9:ckera Inflated: Top \\ <..t>, ~ \\
- Middle Transducer Readings After Packets int!ated
- Top
- \\ ~::<h ':\\":\\> ; Middle Z.'S. (JX.. :' Bottom:
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- REMARKS Minutes
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- Initial Final Difference 1~1 ;-o* 1,(() l2.c:>
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- TEST ID: N\\?* ~'a.¢~ 2.,' Test length:'
':(- 5 TestSeotlon Depth (from Datum): From~~.£..:.<.,.. To e-=t.,\\ <..o (A)* Depth to \\!Yater Table From Datum, Ft: ?:I,"'?! (B) ; Surface' Gage Height Above Datum, Ft. ~ -*-'----- - '-(C)'D!'gt'!ii'fCe\\Nater Tatii610Center ofTesfl~t. :o(;i, Z¢ Static water pressure at center"' (C*62.4/'144) + Baro" g;c.; MAXIMUM TEST PRESSURE, Po"' ([A+8"1] t.C*9.57) (Po"' ':(-4: ] Test Pressure sequence~ 1/3 Po, 2/3 Po, Po,.1/2 Po, Po Sequence ID: A B C D S Po Values:* 1/3 Po ** ~ 213 Po== 4 c:> ;' 1/2 Po= '0 ':1:
- Add Appropriate ~~value to static pressure at center of test Interval.
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- \\G. * ":\\ -=1. : Middle
~ s e:QLIFENCE. c FLOW METER READING, Gallons f,$. (tl?. :. Bottom: 28.89
- 2':1, Z¢ ; Bottom: *
- Z tJ * '51 Middle
- Tlme, FLOW, gpm
- Transducer Surface Gage Pressure, psi Minutes Reading, psi
- Initial Final Difference
- REMARKS r~: 48~ otA
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- Add Appropriate P9 value to static pressure at center oftest lnte!Val TEST NO. J+..P-4UF. a-sequence No. ::0 Planned Center Pressure:
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DOUBLE PACKER BORE:HOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clinch River SMR Prolect JOB _NO.' 6468-1S-1Q72 DATE:~* 3(2$* t';?)
Boring NoMP* ~~¢ Borehole Dtameter,ln.:.:i&_ Total Boring Depth, Ft._l~g Gnd Elev, Fl: _802*S *
. Casing.Height above ground, F\\:~4
. Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): B({>'~. fG. "'Datum
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- Initial Final Difference 14',¢'5'1?,0 2'5 I?L..
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DATE: :Z ~*~9)--l'}
~RESSURE:
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Date of Calibration: P.o..tt15: M~ ~-SIs
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Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468*13-1072 Boring: MP-420 Zone: Z3 100.0 feet to 107.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po)
Sequence B (2/3 Po)
Elapsed Time Flow Rate Elapsed Tirl)e Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 10:45:30 0.0 33.40 10:56:30 0.0 10;46:00 0.5 37.07 16 10:57:00 0.5 10:46:30 1.0 77.35 14 10:57:30 1.0 10:47:00 1.5 82.64 16 10:58:00 1.5 10:47:30 2.0 75.98 12 10:58:30 2.0 10:48:00 2.5 76.91 10 10:59:00 2.5 10:48:30 3.0 71.15 6
10:59:30 3.0 10:49:00 3.5 71.13 8
11:00:00 3.5 10:49:30 4.0 68.52 6
11:00:30 4.0 10:50:00 4.5 68.26 4
11:01:00 4.5 10:50:30 5.0 68.26 6
11:01:30 5.0 10:51:00 5.5 68.34 6
11:02:00 5.5 10:51:30
-- -- - 6.0 "613:39 "4 T1:02T3Cl
~ 6~ 0 10:52:00 6.5 68.49 6
11:03:00 6.5 "1MJ2~(J "
7..;a
- 6K5l "6
H:03:30
. l.O.
10:53:00 7.5 68.59 4
11:04:00 7.5
- ------- *----~ - *-----*-*--- -*----**** *** --1-1:04:30 8.0 11:05:00 8.5 11:05:30 9.0 11:06:00 9.5 11:06:30 10.0 11:07:00 10.5 11 :07;30 11.0 11:08:00 11.5 11:08:30 12.0 11 :09:00 12.5 11:09:30 13.0 SequenceD (1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 11:28:30 0.0 122.32 11:40:30 11:29:00 0.5 111.32
-8 11:41:00 11:29:30 1.0 83.21
-18 11:41:30 11:30:00 1.5 79.53
-12 11:42:00 11:30:30 2.0 75.56
-10 11:42:30 11:31:00 2.5 73.61
-6 11:43:00 11:31:30 3.0 75.21 0
11:43:30 11:32:00 3.5 78.51 0
11:44:00 11:32:30 4.0 78.78 4
11:44:30 11:33:00 4.5 78.73 2
11:45:00 11:33:30 5.0 78.56 4
11:45:30 11:34:00 5.5 78.41 2
11:46:00 11:34:30 6.0 78.27 2
11:46:30 11:35:00 6.5 78.15 4
11:47:00 11:35:30 7,0 77.99 4
11:47:30 11:48:00 11:48.:30 11:49:00 11:49:30 11:50:00 1.1:50:30 11:51:00 11:51:30 11:52:00 11:52:30 11:53:00 11:53:30 11:54:00 11:54:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-358 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 Prepared by:
Checked by:
Sequence C (Po)
Date: &f -'ff Date:
.f..-;;..-(4-Flow Rate Elapsed Time Flow Rate Pressure (psi) (gpm)
Time (minutes)
Pressure (psi) (gpm) 68.90 11:13:30 0.0 91.75 68.97 8
11:14:00 0.5 100.05 12 78.61 6
11:14:30 1.0 102.98 10 79.60 8
11:15:00 1.5 110.03 14 82.61 8
11:15:30 2.0 111.99 14 83.67 10 11:16:00 2.5 115.92 24 85.44 10 11:16:30 3.0 118.67 8
86.78 8
11:17:00 3.5 119.96 10 87.20 8
11:17:30 4.0 121.45 18 87.68 6
11:18:00 4.5 122.08 12 88.07 8
11:18:30 5.0 122.70 16 88.37 8
11 :19:00 5.5 123.55 18
~-88 :62 8 - 11:19:30 "
6:0 122:83
- 12 89.82 6
11:20:00 6.5 123.18 12
'8.9.:.9_6_*-
8_ j J*2Q*3Q 7:0 ~~-- 123.64 ---*
-14 90.27 8
11:21:00 7.5 121.79 10
.. 90.38
.a i1~2L3Q *- --
8.Q -*
121..41 12 90.64 8
11:22:()\\l 8.5 -
1"2~.19 10 90.83 8
11:22:30 9.0 121.22 12 91.09 6
11:23:00 9.5 121.42 10 91.04 6
11:23:30 10.0 121.55 10 91.22 8
11:24:00 10.5 121.58 12 91.34 6
11:24:30 11.0 121.57 10 91.31 8
91.35 6
91.46 6
91.49 8
Flow Rate Pressure (psi) (gpm) 77.44 98.71 22 118.24 12 118.65 16 121.31 22 122.73 14 118.99 16 118.78.
10 118.51 12 119.22 6
119.42 12 119.8.4 24 120.03 12 120.46 10 120.52 10 120.72 12 120.92 10 121.06 10 121.38 14 121.47 12 121.55 10 121.50 10 121.69 10 121.69 10 121.87 10 121.81 10 121.83 10 121.95 12 121.95 10
25................................................................. ___,............................................................................................................... _...... -.....,_................................................................ _........................... -
20 1---------------------------------------------------------~------------------------------
E'
~* 15 ".................... ~
&l
~
u:
0 0.0 1.0 2.0 3.0' 4:0 s.o 6.0 7.0 8,0 Elapsed Tlme.(mlnutes)
-<--1/3 Po Notes: Test pressure approximately 1/8 Of the maximum test pressure (Po), Flow*
.................................................................................,................................................................................................................................ :.:.~~.~-t.Y.P.'~~ILY..!::~.~~~!.~~-~.~~.~:.. ~~:~.?.~.?~.~.. '.~~.:.~~~*...... :.;................... ~....................
MP-420 Zone 3 30 ~-----------------------------------------------------------------------------------
- 25. '...............................................................................................................................................................................................................................................................................................................................................................................................................
20 -~--------*---------------*
10 '.. *--*----*--*--*-.. 7--~-~-------------------*------*-----*-............. --*-.. ------**-...
v--/. "--v*----v-*----~~
5
- 0
~ * -**---R---- *-*-*-*- ~---------.---*-----..... -~----- -....-Hj _______
, ~_,,., __,_,'T,_ __ ~.. - --.---... -*-r--~---- --\\
0,0 2.0 4.0
-*-2/3 Po Prepared by/Date:
~I\\ L I h /l <.f Checked by/Date:
)6-.:J'(to/lll Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-359 of 515 6.0 8,0 10.0 12.0 11\\.0 Elapsed Time (minutes)
Notes: Test pressur~ approxlmately.2/S of the maximum test pressure (Po), Flow rate typically measur*ed over a 30 second Interval.
1
~
~
u::
MP-420 Zone 3 30
**----------~--------**---*----------------------*--~-
25 " 20 ' "'"""---.--*--*-- 5 +----------------------------------------------------------------------------- 0.0 2,0 4.0 -...-Po 6.0 8.0 10.0 12.0 Elapsed Time {minutes) MP~420 Zone 3 Notes: Test pressure appi*oxl'mately at the maximuin test pressure (Po). Flow rate typically measu1*ed *over a 30 second Interval. 20 *, _________________,. _____, ____, _____, __ ~-.. --------*---*****-""'""'-"""--**----~-~----*-... -................ _, __,, __, ____, ___,_ 10 +-------- 5 ;.............. 0 "--------------............... --*-**-***---*7"* ---"-*--*-*-****"---.... -.... ~.. --.. --.---------*----*-*--.. --------*
- 5
- =--7-----~-----------*-**-**.. --------****---.. --*-*
- 20. ---*-----.. '"'":"~---*- l- ~-*~-... -...... _. ___
1"~"*--*-*-*--..........,_... _.....,...---*-----....---*-~*-*----*-*--r**..-.-.......,.;.,..._ __,, __,,_, __,_~------"1'*--... -... --.~--**---., o.o 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 .......... 1/2 Po Elapsed Time (minutes) Notes: Test pressure approximately 1/2 of the maximum test pressure (Po). Flow rate typically meosured over a 30 second lntetval. Prepared by/Date: IL\\-'1. 1.. 1/ Y /1 ~ Checked by/Date: fJ<ilsk '/-if{14-0 Clinch River Data Report Rev. 4 CRP-11~'101-' Page E.3-360 of 515
MP-420 Zone 3 30..----- 5 +---------------------~--------~-----------------------------------~* 0 ---,---------.**-----r----------r-;--------*...,...........------r----*-*-*---r-~----..., o.o 2.0 4,0 6.0 ... ~._....... Po 8.0 . 10.0 12.0 14.0 16.0 Elapsed Time (minutes) Notes': Test pressure approximately at the* maximum test pressure (Po). Flow rate typically measured over a 30 *second Interval. ................ ~~* ***'"""'""'"""'"'"'"""'"'"'"""'~***""'"""""'-*-*~**-**""'""'""'~"""""""'""'""""'""'"'""""'""-""'"'""""""'"""'h""'"'"'""'"*"""'"""'"IJ""'"'"'~"""""'"'"~" "'"'~'""""'-"":............................................................................................................................. Prepared by/Date: __ IG\\L-P:k....,......,l ;.,../q~/....,.14--r-_ Checked by/Date: --.$J~*.!:::4-".....L9',1c..::;0~4!:____ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-361 of 515
( ) DOUBLE PACKER BOREHOLE PERMEABiLITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME'; Cllnqh River SMR Pro[ect JOB,NO. 6468-13*1 072 DATE: '?
- 3g!* I* Z, Boring Nolx\\P~. 42~
Bo~hole Diameter, In,:~ Total Boring Depth, Ft. 3 f.¢ Gnd Elev, Ft: e02.S * . Casing Height above ground, Ft:~ct Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): f>a> 3,1(,. "'Datum. TEST ID: N\\.?* -4 'a¢ 'e. ~ Testlength: ':f 5 Test Section Depth (from Datum): From. t 1/H/J. ~r_ To I W 81 (.k_. (A) Depth to Water Table From Datum, Ft: (;., I. ec:t> .(B) Surface Gage Height Above Datum, Ft. _l 1 9~ Test Water Tem'p: 3' ~ "r Saro Prassure,0 sl: Jf
- 4 ":l-V-./o;;c.L tU.<vrG'Il. Ti:rnP (p ~ *. /":#,
C.): Depth to Center ofTest Interval From Datum, Ft:
- I i>4, 41 Transducer ~eadlng$ Before Pa.ckers Inflated: Top I*~ * ~4. ; Middle Tran7ctucerReadlngs AJferPackers Inflated: Top
- \\ ~. ¢9 : Middle
~~.lbi' :. Bottom: '3 ~, ~(o: Bottom: .M?~ 42.<:6 ~'Z> Ss~nUENC.E: A FLOW METER READING, Gallons Middle
- Time, FLOW,gpm
- Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference.
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- From Preliminary Boring Layout Survey REMARKS
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- Form Rev 0- Reviewed by~l.... 1-v( ( C, {/J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-362 of 515
I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT,NAME: Qlloch RlverSMR Protect JOB,NO. 6468-13-1072 . DATE: 7* 3¢* I* '?I Boring NoMP*. ;42.¢ Borehole Diameter, ln.:* 3,8 Total Boring Depth, R. 3 V~ Gnd Elev, Ft: e rb2.$ * . Caslf)g.Height above ground, f!t:~'~ Elev. Top of Casing, Ft. {Gnd Elev +Casing Height); S(l>a,IG. "'Datum. TEST ID: t-A?* -4~¢?;. ~Test length: .f, 5 Test Section Depth (from Datum): From I t/JtP, t...L..To I W8; (y (A)' Depth to \\/Yater Table From Datum, Ft; ~ t, '0¢ (B) Surface Gage Height Above Datum, Ft. l. 9~ Test WaterTern'p: 3' '3 "'~ Barp Pressure,0 sr:.14.4 ~ \\rJtaLL tUr..reR. fii!'MP V.(o. /'1,'72'$'C.). Depth to Center of'Test Interval From Datum, Ft:
- I (>4, 41
. ~----:---(C}Dis"mJ'fCeWatetTafi1etOCSi1terofTesTinterval *~t. ~I Static w~ter pressure at center=: (0*62.4/144) + Baro = '5 ':5 MAXIMUM TEST PRESSURE, Pp"' ({A+8"1l + c*0.57) [Po= 88 J Test Pressure sequence?' 1/3 Po, 273 Po, Po*, 1/2 Po, Po
- 4 Sequence ID:
A 8 C D E Po Values: 1/3 po "~ 2f'J Po"'~; 1/2 Po= 4 Add Appropriate ~o value to static pressure at center oftest Interval TEST NO. ~?-4'?-4'1:. 'Osequence No. B Planned Center Pressure: 9 & Tr~u;~sducerReadlngsBeforeP~ckerslnfiated: Top \\~ i ~4 : Middle 'B~.lb1 :. !3ottom: '5Co.~<D Tran,sducerReadlngsAfterPackerslnflated: Top I~; r.p~; Middle ~~.1>.(.,.: Bottom: lr(a.4t;) s t;tQUt;NC.l!£ FLOW METER READING, Gallons Middle
- Time, FLOW,gpm
- Transducer SL1rface Gage REMARKS Minutes Reading, psi Pre1!Sute, psi i!lltlal Final Difference.
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DOUBLe PACKER BOREJIOLE PERMEA131LITY TEST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: ClinQb.River SMR Projeet JOB.NO.* 646§-13-107g DATE:~" :3~ Boring NoMP**. 42.¢
- Borehole Dlameter,ln.:<3.8 Total Borlng Depth, Ft. 3 ~~
Gnd Elav, Ft:~ . Casing.H~lght above groun~, Ft:~~'4 Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 'f~a> '6,1 (;;, = Datum
- TEST ID: 1'-A~* 4 ~gl ~ "!l Test length:
'f, '5 Test Section Depth (from Datum): From l ~fA L.(.. To I 0 8 * ( (,g (AJ Depth to Water Table Fro'!l Datum, Ft: C. /, ~(.b (8) Surface.Gage Height Above Datum, Ft. l, 90 Test Water Tem.p: 3' '3,.r-Sara Pressure,Qsf: j 4. 4 ":t- 'f..ii.'lLL \\Jt...Tiilrl. Th""'P ' (r.<,;;. f":#,mr: Depth.to Center ofTest Interval From Datum, F!:
- 1 f/.14, 41
---. --(C)DfSleml%WateFTalil'6lifCerjter ofT6silntervai.Ft. 4 a I~' Static water pressure at center"' (0*62.4/144) + Baro "' '5 ~ MAXIMUM TEST PRESSURE, Po= ([A+B*1] + c*0:57) [Po"' 88 J Test Pressure sequence:" 1/3 Po, 213Po, Po, 1/2 Po, Po 44 SequenceiD: A B C D E Po Values:* 113 Po= ~':')
- 2/3 Po"-~; 1/.2 Poe:
. Add Appropriate PI? value to s~atlc_ pressure at cer)ter oftest Interval TEST NO. t<\\,?*0\\U~ 'Osequenqe No. B Plahned Center Pressure: ., "L-Tratlsducer Readings Before Packers Inflated: Top \\ -~
- Z.f\\. ; Middle
'3 ~, tb 1- :' Bottom: Transducer. Readings After i"ackers Inflated: Top
- 19, <t> ~ : Middle
- 33,-;;(;_**": Bottom:
MP-AZ.t;tl ~0 SetQU~NC~ ~ (C..aJ.. rr 1D FLOW METER READlNG, Gallons Middle
- Tlme, FLOW,gpm
- Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi initial Final Difference.
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- From Preliminary Boring Layout Survey Form Approved for'Use.on Clinch River SMR Project-J. A. Tlce, Technical Lea?
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-364 of 515 ~l."5"5.z, ~~.4[.
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DOUBLe PACKER BOREHOLE PERMEABILITY TEST DATA SH6E.T AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2
- PROJECT NA~E! Clinch RlverSMRProf~cl JOB _NO. Q1§8-13*1072 DATE: '1* 9~- 1*3 Boring No MP~. 4~¢ Borehole 0\\ameter,ln.:.J.JL Total Borlng Depth, Ft. a
~C'.!1 Gnd Elev, Ft: erA a o$ * . Casing.Haight above ground,_ Ft:~~-~ Elev. Top of Casing, Ft. (Gnd Elev +Ca5\\ng Height): B(l>3, I~ ;, Datum
- TEST ID: !-<\\?* 4 'a.¢ ':g_ ~ Test l.ength:
T* 5 ~est Section Depth (from Datum): From t ~PtA t...C... To I 0 8., (t, (A)" Depth to yYater Table From Datum, Ft: ~ I. e<b (8) Surface Gage Height Above Datum, Ft l, <;?J<iJ TeatWaterTemp:~ Bar9Preesure.,ysl: !4.~ V.../eLr... kJl\\n~ T'~"'A U>(,p * (.('~.WC:.,b. Depth to Center ofTest!Rterval From Datum, Ft: t/>4, 4 I --~---(C)D~tanooWatefTEil:lleWCenteroflestl~l-1 ...._,_St~at~lc-w'"""'at-er-p-re-ss-ur-e'"""'at,....ce-n""""te-r=-(-:-:o: C:::o::*6=2.-:-4/""'14-;-;4') +-.B=-a-ro~=--....,s::t"':);?,- . ------:-~ MAXIMUM TE;ST PRESSURE, Po:: ([A+B*1] + C*~.67) [Po"' S 8 ] Test Pressure sequence:" _1/3 Po, 21'3 Po, Po, 1/2 Po, Po 4 Sequence ID: A B c D e Po Values: 1/3 Po"' Z.-:> : 2/3 Po=~; 1/2 Po== 4 . Add Appropriate ~9 value. to static pressure at canter oftest Interval TES-T NO. M.,P-4~1 'Osequence No. C Planned Center Pressure: \\ ~ \\ Transducer Readings Before Packers Inflated: Top Transducer Readings After Packers Inflated: Top \\ *~, ~?\\ ; Middle
- \\ 9 J/J "'J
- Middle s t
- :!(;)UENCi£!
c... FLOW MeTER READING, Gallons. '3?, ll> f :
- Bottom:
~ ~
- 7> C.. : Bottom:
Middle '?J(p, 9¢ ~(..,4-5 Surface Gage
- Time, FLOW, gpm
- Transducer REMARKS Pressure, psi Mrnutes Initial Final Difference.
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DOUBLE PACKER BO~EHOLE PERMEABILITY TaST*PATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clfnch RlverSMR Ero!ec!
JOB _NO. 6468*13*1072 DATE: ':1* ;}~* 1*'?1 Boring No f:1p~ 4t¢ Borehole Diameter, ln.:* 3.8. Ictal Boring Depth, Ft. 3 ~~
Gnd Elev, Ft: e fAle,5 *
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TEST ID: M.'f* At'a-<;4 i[ ~ Test length; f, 5 Test Section Depth (from Datum): From..J.!PlP, t..<:.. To. j W 8
- l v (A). Depth to \\f\\/atei'Tabre From Datum, Ft: 4 /, BG!l Test Water Tem.p: :t '3 "'r-Baro Pressure, psr:.14.41-
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- l r/>4, 41
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'?> '=3 MAXIMUM TEST PRESSUR'E, Po= ([A+B*i] +
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Page 1 of 2 PROJECT NAME:.QUnch RlverSMR~
JOB _NO, §.1§8-13-1012
. DATE: '1* $~~ 1*3
. Boring NoMP~. 4~¢ Borehole Diam~ter,ln.:
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET
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Page 1 of2 PROJECT NAME: Clinch RlverSMRProjso\\
JOB J'lO. 6468~13*1072 DATE: '1"* 3~* 1*3 Boring NoM[:* 4t¢ Borel1o!e Diameter, ln.:*S,S Total Boring Depth, Ft. 3 ~~
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DOUBLE PACKE!R BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clinch RlyerSMR Project JOB _NO. 64~6-13-1072 DATE:':?* :3~* 1*3 Boring NoMP** 4t¢ BoreholeD!ameter,-ln.: *3.S Total Boring Depth, Ft. '3£,¢ Gnd Elev, Ft:~ *
. Casing _Height above ground, Ft:~'~
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Clihch River Data Report Rev. 4 CRP-,112.16 Page E.3-369 of 515
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z~.* (Lj '(..;(/:Jl?J~¢1-- 3tJ 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.3-370 of 515 THr:RMOMETE*R.~ L\\~B (~~\\~\\,'1,.j \\~d,P'Z...(. "2. \\'Z,, 4)Z, 'e.Z \\\\,~"'=\\.~t '\\.~"'=\\.(/)4- "* ~'8. A.~ \\\\ :~'OA~ \\'Z.., ~\\.\\e.. ' a, CD' * \\ "Z. WSL 1::: XC: E:. L. 'vJSL l(.~ I ";l-"f,(p~ I""> IE XC.tE L \\t-.1 SL E. 'XC.E;L. \\t_f 'Q L l:::)(CEL Form Rev 0- Reviewed bySJ1=- I'V{li/J J j I Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468c13-1 072 Boring: MP-420 Zone: Z4 132,5 feet to 140.00 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) 8:38:30 0.0 46.50 8:47:00 0.0 8:39:00 0.5 69.74 12 8:47:30 0.5 8:39:30 1.0 81.84 2 8:48:00 1.0 8:40:00 1.5 80.49 2 8:48:30 1.5 8:40:30 2.0 88.84 2 8:49:00 2.0 8:41:00 2.5 86.93 4 8:49:30 2.5 8:41:30 3.0 87.25 2 8:50:00 3.0 8:42:00 3.5 87.98 2 8:50:30 3.5 8:42:30 4.0 88.14 2 8:51:00 4.0 8:43:00 4.5 87.99 2 8:51:30 4.5 8:43:30 5.0 88.46 4 8:52:00 5.0 8:44:00 5.5 88.31 2 8:52:30 5.5 -* 8:53:00 6;0 8:53:30 6.5 8*5<\\;QQ 7:0 8:54:30 7.5 Pressure (psi) 88.39 116.03 120.12 120.52 121.82 121.74 122.43 124.16 126.03 123.33 123.52 123.58 123.46 123.85 123.60 124.35 8:55:0.0 - *---*. 8.0.. 124.00 8:55:3U. 8.5 SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time 9:11:30 0.0 155.42 9:21:30 9:12:00 0.5 110.46 6 9:22:00 9:12:30 1.0 109.80 6 9:22:30 9:13:00 1.5 109.80 6 9:23:00 9:13:30 2.0 107.88 4 9:23:30 9:14:00 2.5 107.59 6 9:24:00 9:14:30 3.0 107.37 6 9:24:30 9:15:00 3.5 106.02 4 9:25:00 9:15:30 4.0 105.85 6 9:25:30 9:16:00 4.5 106.07 6 9:26:00 9:16:30 5.0 105.84 4 9:26:30 9:17:00 5.5 105.83 6 9:27:00 9:17:30 6.0 105.66 6 9:18:00 6.5 106.08 6 9:18:30 7.0 105.81 6 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-371 of 515 (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 1'23.77 Pressure (psi) 106.09 134.D7 155.73 157.39 153.84 153.38 153.45 153.05 153.35 153.49 153.24 153.47 Flow Rate (gpm) 6 8 4 6 6 6 4 6 4 6 6 6 6 6 4 § l\\ Flow Rate (gpm) 12 10 12 6 10 6 10 8 10 10 10 Prepared by: C:. !)'J" Checked by: ?'J-* Sequence C (Po) Elapsed Time Time (minutes) 8:59:30 0.0 9:00:00 0.5 9:00:30 1.0 9:01:00 1.5 9:01:30 2.0 9:02:00 2.5 9:02:30 3.0 9:03:00 3.5 9:03:30 4.0 9:04:00 4.5 9:04:30 5.0 9:05:00 5.5
- 9:05:30 6;0 9:06:00 6.5 9:06:30 7:0 9:07:00 7.5
.. jl:Q7:30 8.0 Date: (;./, - '6-1<1-Date: 4.,.,/l"' (4-"
Flow Rate Pressure (psi) (gpm) 123.37 139.23 12 145.70 8
149.68 8
150.94 10 151.62 8
152.41 10 154.21 10 156.13 8
155.61 8
156.45 10 156.34 10 154:92 10 -
154.06 8
- 153:50 -
--10 154.00 8
155.15 10
MP~420 Zone 4 14 't""""""'""""""'"'""""'""'""""""'"'""""""""'"'"""'"'""""'"""""""'""'"""'""""'""""""'""""'"""""'"""""""'"""""'""'""'"'"'""'"-"""""""""""'"'""""""""'"'""'""" """"""""'"'"""'""'"""'"'""'"'""'""""""'"*'""""""'"""'"'"""'"-"""'""'""""'""'""'"""
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E!lapsed Time (minutes)
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9.......... _.., ______.......... -.................................................... _,.......... -
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0 ------......,.-----r----- 0.0 1.0 2.0 ........,... 2/3 Po Clinch River Data Report Page E.3-372 of 515 3.0 4.0 5.0 6.0 8.0 9.0 Elapsed l'lme (minutes) Notes: Test pressure appi'OXImately 2/3 of the maximum test pressure (Po), Flow rate typically measured oval' a so second lnte~val.
E' JB MP~420 Zone 4 12 ~~----~-------------------~-~--------------------*------------------------ ~ 6 "..... -...... --.. --.............................. _............ _........ ~... ~ ................................................................ ___... ~.* -......... --.-*----*****--................. - .............. ~ ~- 4 +------------------------------------------------------------------------------- 2'..................................................................................................................................................................................................................................................................................................................................................................................................................................... 0 ' 0.0 1.0 2.0 3.0 4.0 5,0 6.0 Elapsed Time (minutes) Notes: Test pressure approximately at the maximum test presStlre (Po), Flow rate typically measured over.-a SO second Interval, ...-.-o-............. -~-w~------- -------..---A---, _......, _ _.__,......., ___,....,_~~-*---~*----~**~"'"',_.._,_....,..._.,. -.,,....,_,,_.....,,,,,...,.,_,,.. __,..,_._._ MP~420 Zone 4 E' 4 *........................... -........................................... _......................................................... ~............. JB ~ .§3+--------------
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2 -*--~-------*---~-*-*----*-*~*~---*.,-**---*----*-*--*------*----*--*--.... ____. ________ _ 1 0 +--------~---------~* 0.0 1.0 2.0 3,0 --1/2Po Prepared by/Date: /{ h '-- 1 /LI/1 11 Checked by/Date:. jli,:J-'&tilL Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-373 of 515 4.0 5.0 6.0 7.0 8.0 Elapsed Time {minutes) Notes: Test pressure approximately 1/2 of the maximum test pressure (Po), Flow rate typically measured over a 30 second Interval.
MP-420 Zone 4 12 """'"'"'"'"'"'"""""'"'""""'""'"""'""""'""'"'"""' s 8 +-----~~-----------------------------~----r-----~~--~~------~~----------- ~ ~ 6........................................................................................................................................................................,_....,............. -....................................................... -..... 4 +---~-----~-------- 2 +---------------------------------------~-------------------------------- 0 ----------.---*-..,..---- o.o 1.0 2.0 3.0 4.0 5.0 6.0 Elapsed Time (minutes) -.....po Notes: Test pressure approximately at the maximum test pressure (Po), Flow* ........... ------~--------*****-*******........... *-*-*****-**-----
- ............. ---*--*---~-~~~~-~~.::~.~.~-~~!.."...!l~~!~:_erva l, ----* -*---~-----.. -
Prepared by/Date: IC~ \\.... 1/Lf/Jtl Checked by/Date: ;[':j 'li'l//{ 4-Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-374 of 515
DOUt!!L.S PACI<SR BORE1HOLE PE\\t~MMBILITY n:sr PATASHSET AMEC ENVIRONMENTAL & INFr~AS'I'RUCTURE, INC: P01ge 1 or 2 ilROJECT NAME: Clinch l'{ivel' SMR Prg.{llli JOB,NO. §.ifill::~.ll DATE:.l.::..~~ 13orinJ No.M..!?.:A.&¢ SorehoieDiameter,*ln.!.:]ll To1s.iBoling Depth, Ft. ag.d Gnd "'lev, Ft: ~
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- .(A)* Depth to Water Table From Datum,.Ft: 1!.-:\\, ~'l TestW~tarTernp:.];'S "I='
B~ro Preeaura,)laf: iM1 V...l~al.l... \\Ut~urz. 'Tii1'1->11o ~
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- nri1s, FLOW MeTSR READING, Gallons Middle FLOW, gpm
- Transctuoal' Surface Gage, REMARKS Minutes
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DOUBLI: PACKElR MRSHOLE PE\\RM!:ASIJ"ITY Ti'!ST DA'fA SHBET AME:C ENVIF<ONMENTAL & INI:RA8TRU01'1.JRE, INC; Pt\\ga i of 2 PROJSCI NAME: Ol!ocll !31ver8MR Project JOS ~!0. 6168-13*'1072 DATE: ":/* 3~Jj\\ Boring No_M P-12¢ B~rehole Dlamallli\\ *ln.:* 3,8 Total Bo11ng Depth, Ft. a~.~* Gnd Elev, Fh ~\\..$ ~ ~ . Oaelng.Height abOVI:) gi'Ol~ll~, Ft:~4 , Elev, 1op,of o~alng, Ft. (Gn~ Elav +Casing ~ellhQ~~l: D~l~) II.( TEST IO:N\\~* 4~c;?l ~ 4 Test length; __;,;l_, S TestSeo[lonDepth(from Datum}: F'rom~- To \\ A<Q,(,(, (A)* PepifltoWateriablaFroJrrDa\\IJm,~t: 6~.~\\ 1'ostWator Temp:yCS. <>I~ Ba.rof?J:~s~lr~ti: \\'&P lt-/L;;LL tUA'J'C!i'/1. /(!!',1'1/D IS~ 1'1 ' 14-,"1(;; (B) Surfae$ Gage Height ~bove Datum, F't *. !$ 'Depth to Con\\et ofTastlnhirval From Datum, Ft:
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- MAXIMUM TEST PRESSUR8, Po= ([A:"B*1l+ c*0,67) [Po",I <k 41 Teat'Pressure sequence 7' 1/3 Po, 27;3 Po, Po, 1/2 PO.f'o Sequence ID:
A 6 c 0 E Po Val~1ea: 1/3 Po"~ 2/$ Po:~,~: '1/2 Po"'.* '$ \\ Add Appropriate~? vallre t~ statio pressure at canter of teet Interval TEST' NO, ~y>-~?:¢"k A-seq(len~ No *._...B~ Planned Qenter PreaaLire: _ \\ ~ f1>. Tra11sdu6er Readings ~More P~okera ll'iftllted: Top ~~ ......... ; Middle.::4 (t;) * '5 :1 * :' Bottom: Transducer R<~acllng~ After Paokers lnilated: Top
- 'Z ¢i', '::l* (/) ; Middle :14 '"5 *~: Bottom:
o¢. oG. 5@.7::'2.. Time*, M!J1utes *. FLOWMETER READING, Gallons Initial Final Middle
- Transducer
~eadlng, p~l FI:.OW,gP,m e'!S.~~ Difference t------1---~-1----- 1---~--+----~-...../---. ~4':\\trN ~&As ~-** -... -~ Surface Gage REMARKS f'ressUI'e; pal*
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wprom Preliminary Boring Layo11t Survey Form Prepared By: J. Goddard Work Procedure: Project Procedure CRP-3 Rev 6 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-376 of 515 13"r>...,..,'l>/'-'o.. frlt~,....J "'. i" ~,IR f'l'fJA IJS "' Form Rev 0 - Reviewed by I I i .. I I I I
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- ,Z, ~
.. Test Secl/on Depth (from Datum): From To _lA~ (A) Oeplh to Water labia From Datum, Ft:..J;? \\. ~J Te$l W~terTemp: 'f'5 "I=' samJ::reJsw*e,*ps[: JA@ * \\J..JrqL'- \\JArl\\i't~ Tw.v.P,, ';>) :_:;~* P '[_l4,"7t;'b.,t..... (13) Surface Gage HelghtAbovo, Datum, Ft.\\. 'f)~ Depth to Cenle\\ ofTesllnteNnl From Daturn, Ft: *
- 1 'i!l4. '?l
- ~~~(Q)DI'Srnryce.wawr'fa;llletoCenter ofleaTlffte~al 'pt..Jj~~tatlc watm* pressure_ at cerlter.; (0'62.4/144) + 8aro "
'5 F.!J MAXIMUM TEST PRESSURE, Po "' ([A~EI*1J + c*0.67) [Po"'~ Teat Pressure 8Gquence :" *f/3 Po, 213 Po, Po, 1/2 Po, Po 8aquenceiD: A
- B 0
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- i :5t.\\
1'ransducer Readings' Before P(\\ckers Inflated: Top * ~ ~~ t@. ; Middle 4 (.o
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Tnmsctuao1* Readings After Paokers Inflated: Top -2i/>1 0::1 C/) : Mkldle _A to * '5'_2.. : Bottom: ~z Z. M?- A.2.(Ll 'ri.
- ~
. 'Ss-!Qq~f./c:e: c FLOW METSR READING, Gallons Middle
- Time, Fl..OW, gpm
- Tran!ldllcer
- Sllrt'!lce Gage REMARKS Minutes*.
Reading, psi Pressure, psi-rnlllal Final Difference
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~~¢'$:~c.. ~n~~ :t.h~; Ponn Approved for'Use.on Clinch River SMR Project-J. A.1'1ce, Technlonllpad Form Prepared By: J. Goddard Work Procedure: Project Procedure CRP-3 Rev 6 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-377 of 515 Form Revo-Reviewed by $fL. l"" l16j\\} I .r : ;
DOUl3LE }:) ACKER 130REHOLI;l PE!RMt:Al"liLITY '!'EST PATA SHEET AMEC ENVIRONMENTAl. & INFRASTRUCTUHE,INC: Page i of2 PROJECT NAMH:.Q!lnQb..E!YerSMR Prolec\\ JOEl )'JO. §;4§1h:IM072 tlAT~: -,. ~~* I* ';I 8o1ing No~&¢ Borehole Dl~rnet<H\\*In.:*3,B Tot&ll3oling Depth, Ft. ~ ~(jl G'nct Elev, Ft: ~
- *. casing.Height above gro(t~~, Ft:~4 '
E:lev, Top.ofc~slng, Ft. (Gn? l'ilev + Caelng Helah:)~~i;l~;Ea~'re,"fJ4, TEST ID:~ 4 'a.~ it ~Test length: ':f. S Tsst 8eot)cn Depth (from Dutum): f\\'rorn 4~-<::;, 1'o l4 c1l '(, (. (A)* Depth to \\!Yater Table rrom DE~tum, Ft: S t, f!,} Teat Water Tem'p: ;t'5 "/:' Baro P.r~ssure, sf:.l:fh43*. 1t--let.t.. W.t\\Tetz. r~"'~' 'lS -::t *
- 14~~~
(13) Surface Gage HelghtAbove.Datlllil, Ft.~ Depth to Qente\\ofTe~t lnte'!Val From Datum, F: ~(,;,.".?I
\\C)DI'st'ailCe'WaterT~~Center of'Tasl"rnterval 'F't.
'CF!i'(o;"ft$ Statio Wutm* pressure ~;~! cenier ~ (C*62.4/144) + Baro => -s-g*---,- MAXIMUM TEsr PR8SSURE, Po"" ([A+B~i] *~ c*9.67) [Po"' I ~ ~ l Test PressUI:e sequence;; 1/3 Po, 2/3 Po, Po, *112. Po, f'o SeqliEihcaiP: A. - B C 0 E Po Vah.tes: '1/3 Po "'~ *2(3 Po"'~: *112 Po~~~ Add Apprqprlata ~9 ~aiLte to statio pressure at center oftest interval TSST NO, \\-&?A~'H\\-SeqLtence No.
- 1). Planned qentel' Prassl.lte!
\\ Sb 3 Tranaducer Readings Be fare P~okera1nflat~d: Top ~ ~~ '\\ L: Middle 4 to * % 4 * :. Bo\\tom: '5 !/.>I 3 (e. -*;'5@.2'2 _ : TransctucerRoa.dlng!.l After Packers Inflated: Top...:...f&2~; Middle 4 C.C.. '5@.: -Bottorn; M?~A2,.¢ '3.4 'Se:G:JUJ:;fJC&: D FLOW ~ETER READING, Gallons Middle
- Time, PI:.OW, gprn
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DOUS!..I~ PACK~!\\ BOREHOI..E!PERMEAEIILITY *rasr PA'fA SHEET AME:C ISN\\:'IRONMENrAL & INFRASTRUCTURE, INC: Pog~ *1 of2 PROJI::CT NAME: Q!lnQJ1 Siver SMRE.l:llliJ.Qt JOB.NO. ~:'J3*i07~ DATE:.l.:J~:J:.-' Boring NoME:~ 4lt¢ Sorehole Plameter,*ln.:; 8,8 Tot\\II:'Jorlng Oepth, Ft._l~- G'nd Elev, Ft: ~
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e $;[ "'D~tt/ly I s '- -, TEST ID: N\\\\'1- ~ ~-$?:! it A-Test length; __M~ Test Section Depth (from patum): From To \\ W 'l.o l. (A)* l)epth to 0aterT1)ble Fran~ Datum, Ft: 15\\ * ';:!,\\ TeatW<itflr Temp: :;f'5 "/.:" BatQ.Preaaure,?af: ~ lt-ftac..l,.. t<JA'rlfl'f~ 7'/4'MP 'f:)>$) U4-,':j~~.. (13) SurfaC(} Gage ~Ieight Above! Datum, Ft *.L...'Z¢ Depth to COnte~ ofTast'lnlerval From Datum, Ft: ..
- I ~4 1 '?I
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- MAXIMUM 'fE:ST PRESSURE,* Po'" ([A+B*11 + 0'0.57) (Po "'~
Te:sl Pressure Mqltence !" 113 Po1 2.)3 Po, Po, 112 Po, Po, sequence iD: A B o o g Po Val~1es: 113 Po<~ ~6_: 213 Po"'~.: 112 Poe~;..._..21.,_ Acid Appl'opliale ~9 value t0 s!;1tlc pre$ SUra 01! center oltest Interval TEST NO. }J.-f'-4'U?14-sequence No.
- e?
Planned Centl;lr Pressure: f 54 T;Msduoer I'Seadlngs' Before P~ckere Inflated: Top ~~, l¢_._,..: Mtddi(:) 4 (t:.
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- Time, Minutes*.
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- Traneducer R.eadlng, psi
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DOUBLEPACirnRBOREUOLEPERMEAB~ITYTESTDATASBEEr Page2 BORING: M ~.. 4 ~(/; --{l,tt ~h~e ~ Y-'(fJ~~. fa trtl -b,~ 4 It b ~ (1-fl' /13 DATE: 3 -*:;,g?" \\'} DATA COLLECTED BY: To tv, M ~ <;; 1 Lt:. /...:JI r.A.. Gt on D A R'O ~ I ~ESStJRE: v It~~ ,1--{(4 ~~~ psi Tll\\1~ SIJ:R.:E'ACKGAGF. CEN'IER-TRANSDUCER minute ~ A / PRESSURE1 *psi PRESSURE psi
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Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project# 6468-13*1 072 Boring: MP-420 Zone: Z5 166.0 feet to 173.5 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) 11:51:30 0.0 61.74 12:10:00 0.0 11:52:00 0.5 81.64 8 12:10:30 0.5 11:52:30 1.0 77.27 6 12:11:00 1.0 11:53:00 1.5 99.49 2 12:11:30 1.5 11:53:30 2.0 100.15 4 12:12:00 2.0 11:54:00 2.5 101.13 6 12:12:30 2,5 11:54:30 3.0 104.89 4 12:13:00 3.0 11:55:00 3.5 105.17 4 12:13:30 3.5 11:55:30 4.0 106.06 4 12:14:00 4.0 11:56:00 4.5 105.43 4 12:14:30 4.5 11:56:30 5.0 106.42 4 12:15:00 5.0 11:57:00 5.5 107.22 6 12:15:30 5.5 11:57:30 6.0 107.47 6 12:16:00 6.0 11:58:00 6.5 108.07 4 12:16:30 6.5 11:58:30 7.0 105.89 4 12:17:00 7.0 11:59:00 7.5 105.85 4 12:17:30 7.5 11:109;30 8.0 =f06:58 4 12:18;00 8.0 12:00:00 8.5 107.07 4 12:18:30 8.5 . -12:00:30 __ 9,0 107.41. A.. 12:19:00 .9.0 12:01:00 9.5 106.25 4 12:19:30 9.5 12:01:30 10.0 106.72 4 12:20:00 10.0 12:02:00 10.5 106.87 4 12:20:30 10.5 12:02:30 11.0 107.37 4 12:21:00 11.0 12:03:00 11.5 107.09 4 12:21:30 11.5 12:03:30 12.0 105.58 4 12:04:00 12.5 105.88 2 12:04:30 13.0 105.53 4 12:05:00 13.5 105.22 4 12:05:30 14.0 106.24 4 12:06:00 14.5 106.37 4 12:06:30 15.0 105.72 2 SequenceD (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Time (minutes) Pressure (psi) (gpm) Time 12:34:30 0.0 190.07 12:45:00 12:35:00 0.5 139.66 6 12:45:30 12:35:30 1.0 132.02 2 12:46:00 12:36:00 1.5 131.93 4 12:46:30 12:36:30 2.0 131.76 6 12:47:00 12:37:00 2.5 129.36 4 12:47:30 12:37:30 3.0 129.09 4 12:48:00 12:38:00 3.5 129.80 4 12:48:30 12:38:30 4.0 125.34 4 12:49:00 12:39:00 4.5 125.10 6 12:49:30 12:39:30 5.0 125.76 4 12:50:00 12:40:00 5.5 125.99 4 12:50:30 12:40:30 6.0 125.32 4 12:51:00 12:41:00 6.5 125.70 4 12:41:30 7.0 125.93 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-381 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 Pressure (psi) 106.21 106.14 126.83 127.59 136.42 141.37 140.85 143.70 147,81 147.95 148.84 150.20 149.82 147.42 146.45 144.86 fL\\6;86 145.81 .144.83 146.50 146.54 144.92 146.54 no readinq Pressure (psi) 127.11 191.85 191.87 192.72 187.59 190.12 189.13 188.68 189.07 190.48 188.82 188.62 190.22 Flow Rate (gpm) 6 4 4 6 6 6 6 4 6 6 6 4 6 6 6 6 6 Prepared by: aP*r Checked by: 9(),1 Sequence C (Po) Elapsed Time Time (minutes) 12:24:00 0.0 12:24:30 0.5 12:25:00 1.0 12:25:30 1.5 12:26:00 2.0 12:26:30 2.5 12:27:00 3.0 12:27:30 3.5 12:28:00 4.0 12:28:30 4.5 12:29:00 5.0 12:29:30 5.5 12:30:00 6.0 12:30:30 6.5 12:31:00 7.0 .. 6 - -- 4 6 6 4 Flow Rate (gpm) 10 6 8 6 6 4 8 10 6 6 8 8 Date: Date: 4-rJ.... J'/ .t;-tJ~t4-Flow Rate Pressure (psi) (gpm) 146.00 157.37 6 162.52 6 164.66 6 178.55 6 180.34 8 180.75 8 187.20 10 189.44 4 190.21 8 187.55 8 189.76 6 189.43 8 190.67 8 189.77 6
.. ----~--*---*-------- MP-420 Zone 5 9-......................................................................................................................................................................................................................................................................................................................................................... 8........................,................................................ _, ____,............................................,...................................................,........... _..................... -.................................................................................................... 7 * ****-*.......... _...,..., _________________,_, ____, **,.................,........................ -... ---*-*-*""'*"*-~------*---.. -----*--**"'"""""""'"'"'"'"""" ______.. __ _ 0 +-------~---------~--------r--*------r--------r------~-----~------~ 0.0 2.0 4.0 6,0 ---*1/3Po 8,0 10.0 12;0 14.0 .16,0 Elapsed Time (m"lnutes) NotOSI Test pl'essura approximately 1/3 olthe*maxlmum tost pressure (Po), Plow rate typically measured over. a 30 secohd Interval. MP-420 Zone 5 7 ------. 2 _______,_, ___________, __________,..,.*. _, _______________,, ____________..,, __.. __________ _ 1................................................................................................................................................................................................................................ -............................... -.................................... -. 0,0 2.0 4.0 ~2/3 Po l/t.t II<~ liV.L-Prepared by/Date: ~c r Checked by/Date:_ ~~2/.;t-' Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-382 of 515 6,0 8,0 10.0. 12.0 14.0 Elapsed Time (mhtutes) Notes: Test pressure approxlrnotoly 2/3 of tho maxlmumtos~ pressure (Po), Plow l'ate typically measured over a 30 second lnte1val,
~------'
I *f,'
MP-420 zones 12..,............................................................................................................................................. _.... _,_,_,..................................................................................... _....,_,_,_, ___.......... ~............................... 0 +........... _....................,............................................,................. -....................,..................................,.-...................................,.......................................,................................... "...................................., 0.0 1.0 2.0 -*'-Po 3.0 4.0 5,0 7.0 8.0 Elapsed Time (minutes) Notes: Test pressure approximately at the moxlrnurn test pressure (Po), Flow rate typically tneasured over a so second fnterva"J. M P*420 Zone 5 +*.. ****--*--.. -***---.. --*****.............. __....... _.. _.. -.... ~ 0.0 ~1/2Po 1.0 2,0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-383 of 515 s.o 4.0 5,0 6,0 7.0 8.0 Elapsed Time (minutes) Notes: Test pressure opproxltnately 1/2 of the moxlmurn test pressure (Po), Flow measured over. a 30 second ft1terval.
e .E!* MP-420 Zone 5 8 ---*--*-* ---
- ~ 6 ".. ~.. *-**--*"""""'""'""................ "'""""""""""""""" -*--................................... f***"""'"'"'"'""'"'"""""""'"""""""""~---**--**"*********""'""""""""'""""""'""'"'"""'"'""""""'""""'"""""""
j 4 0,0 1.0 2.0'
- --*Po Prepared by/Date:
fb\\~ 1/ )(1 Checked by/Date:f .....;l* Y>Z; /i.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-384 of 515 3.0 4.0 s.o 6,0
- Elapsed Time !minutes)
Notes: last pressure approximately at the Flow rate typically measured over a 30 s.econd Interval.
OOUBLE PACKER BOREHOLE PE:RMEABill'rY TESI DATA SHEeT AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clingh River SMR Protect
- JOB.NO. 6468=13-1Q72 Page 1 of2 DATE: ":I* ~'S* I~
Boring NoMP-42.¢ Borehole Dlamete~. ln.:.:..?.&_ Tote.! Boring Depth, Ft._l.'tL Gnd Elev, Ft: _e¢2,5 * . Casing Height above ground, Ft:~~ Elev. Top of Casing, Ft. (Gnd Eiev +Casing Helght):.Ba>3: IGs = Dat~m
- TEST ID: ~\\')* 4 'tS?J 'a "5 Test length:
ft 5 rest Sectio~ Depth (from Datum): Fr~m \\lb lb. 4L. TCi \\ ~L), \\t.. (A} Depth to Water Table From Datum, Ft: 58, <<J (t? (B) Surface Gage Height Abo~e Datum,,Ft. \\, ~(./)
(c)DI~tance WatefTal'il~loCEifi!er ofTesTinterv~l *i="!. ~
l Static water pressure at center= (0*62.4/144) + Baro "' G '5 MAXIMUM TEST PRESSURE, Po.= ((A+B*i]+ 0"0.57) [Po= /24 J Test Pressure sequence:" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence lD: A 8 C D. E Po Values: 1/3 Po =.A:.L.: 2/3 Po"~
- 1/2 Po
- o Cl'> fi!... Add Appropriate~? value to static pressure at center of test Interval TEST NO.IJ..'?-42411 Ssequence No.
A P.lanned Center Pressure: \\ C/J 4 Transducer Readings. Before Packers Jnnated: Top Transducer Readings After Packers Inflated: Top I ~' 1> 1-. ; Middle \\~. 8¢: Middle M?- A2.~ ]:.~ St:tQl!8NC.l2'. A FLOW METER READING, Gallons
- Time, FLOW, gpm Minutes Initial Final Difference I\\\\ 11$\\. ',"SiP e~e.ee
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- Surface Gage Reading, psi Pressure, psi REMARKS G./.'~4
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DOUBLE PACKfiR BOREHOLE PeRMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1. of 2 PROJECT NAME:.QJinch RlyerSMB Proleg JOB NO. 6468-13-1072 DATE:"'?*~)- I ';I
- Bortng NoMP~ 42¢
.Borehole Diameter, ln.:
- 3,8 Total Boring Deptll, Ft.~~
Gnd Elev, Ft: ~@2,$ * . Casing.Helghi above ground, Ft:~4 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 'ea')'~, f(... = Dat~m
- TEST ID: 1-A?' 4 'a.¢~ 'P rest length:
f, '3 Test Section Depth (from Datum): Fr~m \\ ls &.. tt-L. To \\ '":\\-~ (A} Depth io \\fYater Table From Datum, Ft: 58,4')@ Test WaterTem'p:* ':"f~ <> (: *Bar; Pr~ssure,?sf: 14,?~ l,_ir;,t'- \\I.JJ.>.iG'rl. TI£"M I" <?4 F (!8.~ 0 C.), (B) Surface Gag.e Height Above Datum, Ft. I. !:Jl*UJ . Depth to Center ofT est Interval From Datum, Ft: t 9 al, ~ 1
~-(0/D~tarrceWiitei'TaJ::HetaCEifiWOfTeenntervarFt. //2, 4-1 Static water pressure at center= (0*62.4/144) + Bare "'
G '3
- MAXIMUM TEST PRESSURE, P~v* ([A+B*1J + c*o.o7) [Po"'. /£,4 ) Test Pressure sequence:" 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence 10:
- A B
C D
- E Po Values: 1/3 Pc = ~
2/3 Po=> 8 "'& ; 1/2 Po= CD£.. Add Appropriate P? value to static pressure at center of teat Interval TEST NO. !J..~-4Ul Ssequence No. A PJanned Center Pressure: llA 4 Transducer Readings Before Packers Inflated: Top I ~' ~ 1-. ; Middle (p '2 * ~ I :' Bottom: t... 4 * *I "'Z Transducer Readings After Packers Inflated: Top
- l ';> * 'Q cp ; Middle
- 6. I
- f 4-: Bottom:
G, S, '$ "S M?~A2.¢ Zc& Ss:r.:~USf../C.E A Cc~lo,Jr'*P.\\ FLOW METER READING, Gallons
- Middle
- Tlme, FLOW,gpm
- Transducer Surface Gage REMAHKS Minutes Reading, P51 Pressure, psi Initial Final Difference l'Z.\\
- ¢r.P:~II' z.~ ~Z1 '2.'3
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/;..'TL ('L-' ((/-IJ. . Form Rev 0 - Reviewed by _'J.u'Fc__ __ Clinch River Data Report Rev. 4 CRP-'1112.16 Page E.3-386 of 515 ' ' ' I I
DOUBLE PACKER BOREHOLE PERMEASILITY TESTDATA SHEET AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Proleqt
- JOB ~10. §19.fl..::1.M.Qlg Page1of2 DATE: 7 * ~~- l :9 8ortng Nof:!\\P.., 42.¢ Borehole Dlameter,ln.:*3,9 Total Boring Depth,.Ft. ~ '(.~
Gnd Elev, Ft: 8rA2,S * . Casing Height above groun~, Ft:~4 Elev. Top of Casing, ~t. (Gnd Elev + casing Height): 'e<t>S. I G. "'Dat~m
- TESTID:~S?* 4y;2li"5 Test length:
f S _ TestSectionDepth(fromDatum): Fr~m \\l.!ll.t..<t.L.. To \\-:J.~. \\I... (A} Depth to I!IJater Table From Datum, Ft: 56,Cb Gt' (13) Surface Gage Height Above Datum, Ft. I. ~ {/) TestWatei:Tem.p: ':f~" f-' Baro Pressure, (lsi: J4, ot\\ V-cfe~;.L tJt.>*rea. Tt$MI" (q4 "t= liM'S" C.). , Depth to Center ofT est Interval From Datum, Ft:~ .... -4 \\ (C}Di'S'ta!'fC'eWatefTaolt;J (o center of'Testlnterv~I*Ft; tt2.4 r Statio water pressure at center= (0*62.4/144) + Baro" G'5 I. MAXIMUM TEST PRESSURE, Pg,,:* ([A+B~1J oft o*0.57) £Po::: 1g.4 ] Test Pressure seqLtence ;> 1/3 Pq, 213 Po, Po, 1/2 Po, Po Sequence 10: A B C
- D
- E Po Values: 1/3 Po c _A:L; 213 Po=. 8 '& ; 1/2 PO" C'.P};.,
Add Appropriate ~?value to static pressure at center of test lnterval TSSI NO. }}..P-4'?/Pl-. Ssequence No. '8 ~fanned Center Pressure: I /Jr.~ 'rranaducar Re?dlngs Before Packers Inflated: Top 1
- ~' 111-.; Middle
. V. ~ * ~ l :. Bottom: (.. "-
- I 'Z.
TransducerReadlngsAfterPackerslntlated: Top
- \\~.CC>Ul ; Middle G.!.14 :Bottom:
G.'5.SS s I:QLIGNCE . FLOW METER READING, Gallons
- Time, FI..OW,.gpm Minutes..
Initial Fl11a1 Difference 1'2: tl/)\\ (/JtJ ~~9(...4 .....,....,-.~ l a:: lit~ ~c) 2. ~ t;?l.o4 zg-c;:,c..oq. "?:. (.... I~: ' I\\\\ (/JU Z.!. ~(,":\\- 2'!'$ ~(.;9
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- Transducer Surface Gage REMARKS Reading, psi Pressure, psi lf.Jt.~ ' "2. (
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DOUBLE PACKER BOREHOLE PERMI::ABIUTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page~ 1 of2 PROJECT NAME; ClinCh River SMR ProJect
- JOB.NO. 6468"13-1072 DATE: 1* P~* I~
Boring Nofy\\p~ 1f.¢ Borehole Diameter, ln.:*3,9 Total Boling Depth, Ft.liL Gnd Elev, Ft: 8@a,S * . Casing _Height above groun~, Ft:~-~ TEST ID; 1-o\\.~*..(.'a.~ e, '5 Test length; Elav. Top of Casing, Ft. (Gnd Elev + Casing Height): e~ 9,, (. "' Datum. 1-,5 TestSectfo~ Depth (from Datum): Fr~m ~l!.t..,<..L. To \\~l\\. \\l.. (A) Depth to Water Table From Datum, Fi: 58,/,i:)(t)* (8) Surface Gage Height Above Datum, Ft. l, ~ UJ --~'(C)'DrntanceWatefTii:lilll to Center ofT6sflntervai.Ft. :LlMl Statlcwater pressure at center= (C62.4!144) +Bare= G."3 MAXIMUM TEST PRESSURE, PQ."' ([A+B"1] + c*o.57) (Po::: */Z,4 J 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= AL; 2/3 Po"'
8~ *; 1/2 PO"' (p~ Acid Appropriate p~ VfliUe to staUc pressure at center of last Interval TEST NO. }A,f'-4~1. Ssequence No. Tf!. P,lanned Center Pressure: J4C-Transduoer Readings Before Pa_ckere Inflated: Top.
- I ~ * ~
"1-_ ; Middle Ct. 2 * ~ l : Bottom: ~ ~
- J '2..
Transducer Readings f.ftsr Packers Inflated:* Top
- I '7, 8£6
- Middle C.. f *74
- -' Bottom:
Co'S,SS M?~ A.2.¢ zco SsQ UENC£ 13 (Cb~T'oJ
- R.OW METER READING, Gallons Middle
- Time, FLOW,gpm
- Transducer Surface Gage REMARKS Minutes..
Reading, psi Pressure, psi ln!ttal Final DifferenCe l 'Z \\ I -, t t/cfl 24 c; r. I Z4 ¢14 '3 ~ I L\\.i.\\-. 8"> c;5c... LZ\\ l~t"!>tJ.Z4 (fll4 ~4 (}/c...
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- J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-~112.16 Page E.3-388 of 515 73o7'7DM. 7;ft4A..l$
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DOUBLE PACKER BOREHOLE PERMEABILITY !EST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Qllnch RlvecSMR Prolect
- JOB ~10. 6468-13*1072 D,A.TE:1* ~~* 1*'3 Boring NoMP** 42¢
- Sorehole Diameter, ln.:*3,8 Total Boring Depth,' Ft. 3 t~
Gnd Elev, Ft:..M.~ * . Casing _Height above ground, Ft:~4. Elev. Top of Casing, Ft. (Gnd El~v *~Casing Height): e0 '3, f(o =- *Dat~m. TESTID:I'A.~* ~~¢~'0 Test!ength: i,S TestSectfonDepth(fromDatum): Fr6m \\t..r.~.4t... To \\"";\\~_,\\l. (A} Depth to Water. Table From Datum, F't: 58, rkl (t? (B) Surface Gage Height Above Datum, Ft. \\. o:::Jt/J Test Water Tem'p: 9 ':&" I=
- Saro Pr1ssure, sl: 14 'OL\\
1/Jeu... IJ.JArG'~ Tt;;t-o.P
- G.~* f.!
10, . Depth to Center ofTest Interval From QatLim, Ft: 11- \\ ---(C)Dtst'8.1'\\"C6Watei'Ta151~Gemter ofleSTfntervai.Ft. t! 2;4 f Statu~ water pressure at center= (C.62.4/144) + Baro "' G'3 MAXIMUM TEST PRESSURE,.Pr;v= ([A+B*1]-l; C*0,57) [Po"' te4 ] Test Pressure sequence;> 1~3 Po,.:ll3 Po, Po, 112 Po, Po Sequence ID: A B C D. E Po Values: 1/3 Po= _A:L; 2/3 Po=> 8~ ; 1/2 Po=
- G> £..
Add Appropriate P9 value to static pressure at canter of test Interval TEST NO. b\\P-4~}. S&lquence No. C. Planned Center Pressure: I 6~ Transducer Readings Before Packers Inflated: Top I ~' 'b "1-_ : Middle ~ 2 * ~ I :
- Bottom:
G.. ~ 1.I "Z. Transducer Readings After Packers Inflated: lop I '7 1 8 (/) : Mlddl!'l G.l ':t 4 : Bottom: C... S 1 <5"5 ~ s tt<>Jli~NC~ c..: FLOWMETERREADING, Gallons Middle
- Time, FLOW, gpm
- Transducer Surface Gage REMARKS Minutes "
Reading, pal Pressure, psi Initial **
- Final Difference I"Z} 24! ~¢ 2.4 ¢4~.
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: Clinch River SMR Pco!ecl 'JOB.NO. §468-13*1072 Page 1 of2 DATE:~*?,.)* l'21 BoringNo/11P* 42.¢ . BoreholeDiameter,ln.:*3,9 TotaiB~rlngDepth,. Ft. 3~~ GndEiev,Ft:~* . Casing.Height above ground, Ft:~{t Elev, Top of Casing, Ft. (God Elev +Calling Height): 'eg>S, I~= Dat~m
- TEST ID: ~?*.c\\'a.¢ e. '5 Test 113ngth:
f 5 Test Sectlo~ Depth (from Datum): F~m H~tn. t..C.... To \\"Jcl\\, \\l.. (A) Depth to Water Table From Datum, Ft: 5 B, 1/J (/) (B) Surface Gage Height Above Datum, Ft. \\, '7:rl.b Test WaterTem.p: ':f~" r-
- Baro Pressure,es!: 14.'~A V-ii21..L tU~TIO'~ li!'MP
<64 "'t= 18,P,S"(; ). . Depth to Center of Test Interval From Datum, Ft: I '9 (ill,_41
(C)DIStance Waterla!ii~COOrerofTest 1ntervai.Ft -~
I Static water pressure at center'"' (C~62.4/144) + Baro = Gl'5 MAXIMUM TEST PRESSURE, PQ,"' ([A+B*1] + c*o.57) [Po~ I Z.4 ] Test Pressure sequence *:- 1/3 Po,2/3 Po, Po, 1/2 Po, Po Sequence ID:
- A B
c D
- E Po Values: 1/3 Po= Al_: 2/3 Po"~ 8"& ; 1/2 Po=
Co£,. Add Appropriate ~9 value to statio pressure at cantet of test Interval lEST NO. N\\?-42¢1 Ssequence No. -p PJanneci Center Pressure: \\ 'CS
- Transducer Re~dings Before Packers Inflated: Top II';> * 'b ""l.; Middle
,i:., Z, ~ I :. Bottom: ~ ~ *.1 "2.. TransducerReadlngsAfterPackers!ntlated: Top 19,81;; Middle Ct./, :f+: Bottom: G.';i,~~ ~ s S'Q L!Ef../C.e: FLOW METER READING, Gallons
- Time, FLOW, gpm Minutes..
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- From PreliminarY Boring Layout Survey 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.3-390 of 515 Middle
- Transducer Surface Gage REMARKS Reading, psi Pressure *. psi I ~(.tJ, 4:11' I C/J z 7$dt't(I,__{"D~et2.d-4.$d )
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASIRUCTURE, INC, Page 1 o12 PROJECT NAME: Clinch River SMR Project
- JOB,NO. 6468*13*1072 DATE: 'T* ~)* 13 B~rlng NoM.P~* 42-¢ Borehole Diameter, ln.:<.J,B Total Borlng Depth,' Ft. 3~~
Gncl Elev, Ft: ~ _ Casing _Height above ground, Ft:~4 8ev.* Top o~ Casing, Ft. (Gnd Elev +Casing Holght): e(l'.?'~, f(, ""Dat~m. . TEST ID: t-1\\?* Ar ~¢ 'l. GO Test length: i-, '5 Test Seot!o~ Depth (from Datum): Fr~m \\ u l.o. l..L. To \\ ":),.~ * \\!... (A)' Depth to vyaterTable From Datum, Ft: 58.tt:l@ TestWaterTem.p: 7~ ~ ~ *Baro Pressure, sl: 14, '04 11--iGu.. WAr6'12. 'T~w" <.,4,. F I(J, 0 (S) Surface Gage Height Above Datum, Ft. \\, "':J'Ui . Depth to Center ofT est Interval firam Datum, Ft:.......... -'+-'01......,. -~---~(C)Dt6taneeW~terTa!llna-Center ofTeafintervai.Ft. //2, 4 f Sta!lc water pressure at center"' (C*62.4/144) + Baro = G ~3 MAXIMUM TEST PRESSURE, Pq,= ([A+8"11.+ c*0.67) [Po= /£.4 ) Test Pressure sequ.ence ;= 1/3 Po,.213 Po, Po, 1/2 Po, Po Sequence !P: . A. B C D. E Po Values: 1/3 Po "'..t8_; 2/3 PO"' B ~ ; 1/2 Po= G> f0 Add Appropriate ~9 value to static pressure at center oftest Interval TEST NO. ~P-.4'?(r~ Ssequence N~. G P,lanned Center Pressure: I 5"':\\- Transducer Readings Before Packers Inflated: Tap
- I ~' ~f. ; Middle
- (p 2 * ~ I :' Botklm:
- (.p f..t. *.I "Z.
. TransducerReadlngsAfterPackerslnflated: Top 7'9,S<I; Middle ol.'=t-4-: Bottom: (."5,16'5 s SQUENCS. IS. FLOW METER READING, Gallons Middle.
- Time, FLOW, gpm
- Transducer Surface Gage REMARKS Minutes..
Reading, psi Press1.1re, psf initial Final Difference I '2..\\ 4<S\\ ((>IJ ei\\ 1.'5<8 - --r..o { "Z.':},/.1 -as 7::5<!411"- { ,,.,t;,.lfU;,.$/1 If-
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page 2 BORING:M?~ 41:!.~ DATE: ~ -* ;e~~ \\3 DATACOLLECTEDBY: ToM M~G/I.,I_L..:r;,._t-. GovDARU I ~RESSlJR];: ~ ? ftl/.L. <SL- '1.., l <.-1 psi ~ 1_ 1 \\IJ I,~ S:tJ.R.JlACE-GAGE minute ~ A ; PRESSURE, psi
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- E:QUliMENT USED Transducers: Mini Trol SetialNumbers: I 4-Z 14-'2 l '-'- -z(()~ I"S)
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Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project# 6468-13-1072 Boring: MP-420 Zone: Z6 186.0 feet to 193.5 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) 10:00:00 0.0 70.07 10:11:00 0.0 10:00:30 0.5 74.76 6
10:11:30 0.5 10:01:00 1.0 94.34 0
10:12:00 1.0 10:01:30 1.5 104.08 0
10:12:30 1.5 10:02:00 2.0' 103.08 2
10:13:00 2.0 10:02:30 2.5 113.06 4
10:13:30 2.5 10:03:00 3.0 114.35 0
10:14:00 3.0 10:03:30 3.5
~14.26 2
10:14:30 3.5 10:04:00 4.0 116.47 2
10:15:00 4.0 10:04:30 4.5 116.21 2
10:15:30 4.5 10:05.:00 5.0 116.66 4
10:16:00 5.0 10:05:30 5.5 116.65 2
10:16:30 5.5 10:06:00 6.0 116.58 2
'10!06!30 6:5 1.16:6'1 -
2 10:07:00 7.0 117.12 2
10:07:30 -
7c5 116:65 2
SequenceD (1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 10:41:00 0.0 204.46 10:51:30 10:41:30 0.5 146.89 14 10:52:00 10:42:00 1.0 146.87 10 10:52:30 10:42:30 1.5 146.70 10 10:53:00 10:43:00 2.0 142.07 10 10:53:30 10:43:30 2.5 142.15 10 10:54:00 10:44:00 3.0 140.50 10 10:54:30 10:44:30 3.5 140.19 10 10:55:00 10:45:00 4.0 140.60 10 10:55:30 10:45:30 4.5 140.01 10 10:56:00 10:46:00 5.0 140.14 10 10:56:30 10:46:30 5.5
. 140.43 8
10:57:00 10:47:00 6.0 140.22 10 10:57:30 10:47:30 6.5 140.36 10 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-393 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 Pres*sure Flow Rate (psi)
(gpm) 117.53 143.72 6
145.51 4
145.48 6
160.43 4
163,36 8
163.67 6
162.89 6
162.13 8
161.90 8
162.fl4 6
163.79 10 Pressure flow Rate (psi)
(gpm) 139.92 201.43 14 203.57 16 207.72 16 209.52 16 209.89 14 209.15 12 209.65 14 209.83 16 209.01 16 209.27 16 210.08 14 209.11 10 Prepared by: I! 0..,--
Checked by: 9().J.-
Sequence C (Po)
Elapsed Time Time (minutes) 10:19:30 0.0 10:20:00 0.5 10:20:30 1.0 10:21:00 1.5 10:21:30 2.0 10:22:00 2.5 10:22:30 3.0 10:23:00 3.5 10:23:30 4.0 10:24:00 4.5 10:24:30 5.0 10:25:00 5.5 10:25:30 6.0 10:26:00
- 6.5 10:26:30 7.0 10,27od0 7.5 10:27:30 8,0
- 10:28:00 8.5
--10:28:30 C._ --9;\\)
10:29:00 9.5 10:29:30 10.0 10:30:00 10.5 10:30:30 11.0 10:31:00 11.5 10:31:30 12.0 10:32:00 12.5 10:32:30 13.0 10:33:00 13.5 10:33:30 14.0 10:34:00 14.5 Flow Rate Pressure (psi) (gpm) 163.17 184.16 8
185.22 6
181.90 10 196.20 6
195.79 8
203.82 14 205.13 6
207.99 12 207.24 12 206.79 10 206.66 12 206.50 12 205~91 12 210.58 14 209,64 n
209.86 14 209.68 12 2()8.54 f2 207.25 14 208.11 8
208.68 10 208.87 14 205.48 16 205.46 12 208.21 12 207.90 12 207.87 1.2 207.46 14 207.95 14
- -*----*-**-*---*---*--*-**-*---------*~--********---*----------~~----*---*------
0,0 1.0 2.0
--.1/3 Po 10 +--~"':""'"-~*
MP*42:0 Zone 6 l*-----...,.--....... ~~*-~*~r*--*--*---*~-~------*r----*---,
3,0 4,0 5,0 6.0 7.0 8.0 Elapsed ilme (minutes)
Notes: TOsl pressure approximately 1/3 of the maximum test prossu1.. (Po), Flow rate typically measured over a SO second Jntetval.
MP*420 Zone 6 8.........,................. -.............................,_,.,.,............................................................... _.......................,....... _................................ -............ ~-*-'"""-"'""""'"'fr' ---""'C"'""""""'""""""-""""'""""""'""""""'""'"""""'""""""""'""
e
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~ 6................................................................................................................................................................................................. *------................................................................................................. ~. :..................................................................
J 0,0 1.0 2,0
............ 2/3 Po Prepared by/Date: __ --rr!C....;.l.\\_,L~l/;-
1
~t /r-l..!.tl_
Checked by/Date: _
770.IZ-'11.;.,;l.. J.:z:-;_,~u0..e:;2~w~i-w.1 __
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-394 of 515 3.0 4.0 5.0 Elapsed !me (minutes)
Noles: Test pro;sure approxhnately 2/S of the maximum test pressure (Po),
rate typically measured oval' a 30 sacond Interval.
MP-420 Zone 6 18
---~-*-*----------~--------*-----------------------*-----
4+---------~------------~------------------------
2 0 ' _,..,,,,,,,.,.-~,.....,....,,.,~,-r"-.,.....,,,..,,..,,.,,,,.,.,.,,.. _,,.J""---"'-"""'~"-"r- " ....... ""'"'-'"'.. ".. T""""'-'"*-.,..,..... _,.......,..............,,...,.. -,
........ --r... -.........................................,........................,,.....,,,............,
0,0 2,0 4.0 6,0 0.0 Elapsed.Time (minutes) 12.0 14.0 16.0
--Po Notes:. Test*pressure approximately at the maximum test. pressure (Po), Plow rata typically measured over a 30 !econcllntel'/al, MP-420 Zone 6 16 ~----------------------------------------------------~------
6 * **-*--***-***
4
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Elapsed Time (minutes)
1/2 Po Notes: Test pressure approxlmataly 1/?. or the maximum \\est pressul'o (Po), Flow 1*ate typically measured over a 30 second lntel'/al.
Prepared by/Date: __ ~:---:---:-7.....:...:..- C heci<ed by /Date: ----,-9=::=-'oL-"-"..!....: Clinch River Data Report Rev. 4 CRP-1112'.16 Page E.3-395 of 515
MP~420 Zone 6 18 r---------------------------------------------------------------------------------- 110 ~
~-----"'-'-----
~ 8. ----*--*----------------*--*-**--------*----*--*-----*----*----*-*-~- 0: 4*. *--------***-********.. **-*-*--*--******-*----*---------~--*-----* *-* 2 +----~---------------------------------------------------------------------- 0 *- 0,0 1,0 2.0 --Po Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-396 of 515 3.0 4.0 s.o 6.0 7.0 Elapsed Time (minutes) Notos: Tost pressu1*e approximately at the maximum test pressure (Po), Flow rate typically measured over a ao second Interval.
OOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONME:NTAL & INFRASTRUCTURE, INC. Page1 of2 PROJECT NAME: Clinch River SMR Prom JOB _NO. 64!28*13-1072 DATE: ;i* itS* I~ Boring NoMP** 42.<6 Borehole Diameter, ln.:* 3,13 Total Boring Depth, Ft. )f,£;3 Gnd Elev, Ft: a<Ale.$ * . Casing Height above ground, Ft:~'q, TEST ID: 1-A.Jl* 4 ~91 ~ G. Test length: Elev. Top of Casing, Ft. (God Elev+ Casing Height): 60'3.1~: Datum
- 1-, 5 Test section Depth (from Datum): From ti!J~. /,(,. To /~4. It..
(A) Depth to Water Table From Datum, Ft: (:., ¢. IS (8) Surface Gage Height Above Datum, Ft.~¢
- -**----(C/DI<J!ID'ice"WaterTai5!610C9nler ofTesrtn erva MAXIMUM TEST PRESSURE, Po= ([A+8""1] + C*0.57) [Po= 13(., ] Test Pressure sequence;:: 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B C D E Po Values: 1/3 Po=~; 2/3 Po"~; 1/2 Po"' (.1{1 6 Add Appropriate P? value to statio pressure at center of test Interval TEST NO. t-A.P-.42.fi: G.Sequence No. A Planned Center Pressure: \\ \\<.o Transducer Readings Before Packers Inflated: Top Z(/), 84; Middle* Transducer Readings After Packers Inflated: Top . G a\\ f¢l ~ Middle ~?-A2.~ _"l. G Se-Q USAf(' I}: h FLOW METER READING, Gallons
- Time, FLOW,gpm Minutes Initial Fli1al Dlfferehce
- t ¢. $4,' Bottom:
i t/J *. ()S : Bo;tom: .:Z3.88 73.8¢ Middle
- Transducer Surface Gage Reading, psi Pressure, psi REMARKS
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DOUBLE PACKeR BOREHOLE PERMEABILrrYTESTOATASHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME:.Q!!nch River SMR Pmlect JOB NO. 6468-13-1072 DATE: ":1
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Borhig NoMp~ 42.¢ 13orehole Diameter, ln.:*3,8 TotaiSorlng Depth, Ft._~- Gnd Elev, Ft: a¢2,5 * . Casing.Height above groun~, F\\:~'4 Elav. Top of Casing, Ft. (Gnd Etev +Casing Height); Sa> 9,](., "Datum
- TEST IO)-A~* 4 'a.¢~ G. Test length:
f, 5 Test Section Depth (from Datum): From IBt., (.,. t.. To I'"* I<... (A) Depth to Water Tabla From Datum, Ft: Gr. ¢, IS (B) Surface Gag~ Height Above Datum, Ft.~(/)
*-(c):-oJgt~amrnt!Jfetocenwanesr Interval Ft. t3fir.2c; MAXIMUM T,EST PRESSURE, Po= ([A.+B*i] *1-c*0,57) [Po= /.9 Ca 1 Test Pressure sequence:= "1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence ID:.
A B C D E . Po Values: 1/3 Po = ~: 2/3 Po=~; 1/2 Po"' 1.11 S Add Appropriate ~?value to statio pressure at center of test interval TEST NO. 1-<\\fl--4~$. Gasequence No. . '8 Planned Center Pressure: 1/..b Z.. Transducer Readings Before Packers Inflated: Top ,?(6, 8~:* Middle ?'¢* ¢4" Bottom:
- Z$. 8f3 TransducerReadlngsAftarPackerslnflated: Top Z-2.. c;>z..; Middle
. tliJ;(/J.{S : Bottom: ':?~. Bt/J ~ s S'(..;)Ul==./JC.E!. FLOW METER READiNG, Gallons Middle
- Time,
- FLOW, gpm
- Transducer Surf~ce Gage REMARKS Minutes Readlhg, psi Pressure, psi Initial Final Difference I(/)' *. \\\\.'. <PdJ 2~ "'bStJ
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T.et~.os ze,c~t:;} J&: n :4a ~*From Preliminary Boring Layout Survey Form Approved for' Use. on Clinch River SMR Project* j, A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-398 of 515 Form Rev 0- Reviewed by )'J'C /v'" ~~"IJ.
DOUBLE! PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. f"age 1 of2 PROJECT NAME: Clinch River SMR Prolect JOB _NO. 6468-13-1072 DATE:":/* i-$
- I:;?
Boring NoMP* 4t¢ Borehole Diameter, ln.:.].&:_ Total Boring Depth, Ft. 3 l!.t:l Gnd E!ev, Ft: e@2,5 * . Casing Height above ground, Ft:~4 Elev, Top of Casing, Ft. (Gnd Elev *I* Casing Helght):,80 'a, f Ga = Datum
- TEST 10: !-.\\~- 4 1..¢ ~ G. Test length: __
- fw~s'-
- _Test Section Depth (frcim Datum): From ti!Jt.. G. t,. 'To I,4, lt..
(A) Depth to Water Table From Datum, Ft:
- ~ ¢,15 (B) Surface Gage Height Above Datum, Ft. -~¢
--(C)-Dtstanw'Water Ta:Eii610Ge~!er ofTesrt[ltefilal Ft/-a-t/>, 2GO Static water pressure at center= (C*62.4/144) + Baro = -..:....:.- MAXIMUM TEST PRESSURE, Po"' ((A+B*i] + C*o.57) [Po = 1,3 Gt J Test Pressure sequence::: 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A . B C D E PQ ValUes: 1/3 Po=~; 2/3 Po::~; 1/2 Po= 4r 6 Add Appropriate P9 value to static pressure at center oftest Interval TEST NO. 1-\\?*4-U'; G.sequence No. -~C~- Planned Center Pressure: Z.$'1 TransdUC!r Readings Before Packers Inflated: Top ,2.(¢, 84: Middle ?:¢* ())4 Bottom: .:Z3. 88 TransducerReadlngsAfterPacl<erslnflated: Top -~Z
- SZ.; Middle 7'¢, ¢8: Bottom:
- r~
- 8¢ s fZCIUEf../C.IE: c FLOW METER READING, Gallons
- Time, FLOW,gprn Minutes Initial Final Dlfferelice
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- Page E.3-399 of 515 Middle
- Transducer Surface Gage REMARKS Reading, psi Pressure, psi lt.P'!,,/"=1
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Form Rev 0 - Reviewed b~ _.">F"'-------
OOUEJ...E PACKSR ElOREHO!..E PERMEABIL11Y TEST DATA SHEEI
. AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC.
PROJECT NAME: Clinch RlverSfi(IR PrOI!icl JOB.NO. 6466-13*1012 Page 1 of2 oArE::':l* ~s
- I*~
Boring NoMP*: 4f-¢
- Borehole Diameter, ln.: 3.8 Total Borlng Depth, Ft. 3 i!-0 Gnd Elev, Ft: fHA2.S ~
. Casing Height above ground, Ft:~q, Ele\\f. Top of Casing, Ft. (God Elev + Cas in~ Height}: 60 3, I~ = Datum
- TE.ST I~:N\\.9-4'a.g!-g_ G. Test length: ~5.___
TestSeotlo~ Depth (from Datum): From t8t., /.,G, To /~4. lt.
(A} *.Depth to vvater Table From Datum, Ft: ~ ¢ I CO (f:l) Surface Gage Height Above Datum, Ft ~
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-:- - --~*-(croR;tance Water Tal'iletOCEii'iterol'Testlnterval Fr:t3"tb;zc; static water pressure at center" (C*62.4/144) + Baro = -..:.....:.-
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- Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference ltWt~Sl)
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