ML18003B012
| ML18003B012 | |
| 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: ML18003B012 (35) | |
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DOUBLE PACKSR BOREHOLE PERMEABILITY TeST DATA SHSET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of 2 PROJECT NAME:.Qlln9l Rlyer SMR Prolegt JOB.NO. 6468-13"1072 DATE:'=t~ 8- \\)
Boring No M p... '\\'2..~
- Borehole Diameter, ln.:"'*~ Total Boring Depth, Ft. 5 2-)Z>
Gnd Elev, Ft: t-99,9
- Casing Height above ground, Ft: tft. 'Z.-::t-Elev. lop ~aslng, Ft. (Gnd Elev +Casing Height): 8¢$, G "'Datum TEST ID: M fh.:\\'ZZ. 1:. ~
- Test te.ngth:
- 9. ~ S?rast 'se~~~~ ~~p\\";{(from*~~~m): From r:~,. (p. (/>
To
\\ "::\\ "::\\, ~
<t~. ~-$~ 13 (A) Depth to Water Table From Datum, Ft: l** ~ 1.
Test Water Tem.p:.-3::D Baro Pressure, psi: -\\~ \\ 4 A *c.,
(B) Surface Gage Height Above Datum, Ft. bro Depth to Cenler of Test Interval From Datum, Ft: 1'"":\\* A.. g5 (C) Distance Water Table to Center of Test *Interval Ft. \\":3.,. '2.., '2../
Static water pressure at center= (0*62.41144) + Baro " {if { l
. '"" '1~(/}
MAXIMUM TE.ST PRESSURE, Po"' ([A+B*1J + 0"0.57) (Po= lilJZ., I I Test Pressure sequence:" 1/3 Po, 213 Po, Po, 112 Po, Po
- Sequence ID:
A
- 6 C
D E
Po Values: 1/3 Po= Y:..,cp ; 2/3 Po= t..8, l ; 1/2 Po= % \\., ¢ Add Appropriate Po value to statio pressure at center oflest Interval TEST NO.' lv\\l"**t..~a ~~Sequence No.* A
- Planned Center Pressure:
I 'Z3, \\
rrans9ucer Re~<{logs Before Packer& Inflated: Top i '5 I (o 1;.-
- Middle -
Transducer Readings After Packers Inflated: Top
\\ <.o
- Co~
Middle
-83.- 8(~* Bottom:.
9l. ~~
o;?ll, ~(<, : Bottom:
8'5,~\\
/v\\.1=' ~- 4 'Z. 'fL 'l.o 511;'~ 1.\\
(~,J,' "'* (p £ SQL I"-' I fJ FLOW METER READING, Gallons Middle
- Time, FLOW, gpm Transducer Surface Gage Minutes Reading, psi Pressure; psi Initial Final Differen<.-e I z.. ()~ \\ l/JV1
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- From Prelimlna1y Boring Layout Survey REMARKS E.uo*
84J?4
~ i-; (/)'3 Form Approved for~Use. on Clinch River SMR Project-J, A. T!ce, Technical Lead Form Rev 0- Reviewed by _W 1 t,\\l!Af'}
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-481 of 515
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAl. & INFRASTRUCTURE, INC.
Page 1 of 2 PROJECT NAME; Clinch Rlver'$MR Proleg JOB,NO. 6466-j3-1072 DATE;'=f- \\)
Boring No Mf>w't"a~
- Borehole Diameter, ln.:o*'O Total Borin~ Pepth, Ft. 3&9>
Gnd E!ev, Ft: 799,9 *
()
, -q -\\<f.l~\\')
GS Casing Height above ground, Ft: 1P. 2, "1-Eiev. Top~of Casing, Ft. (Gnd Eiev + Casing Height): 'Qtl><P. "?., = Datum TEST ID: M\\~'-c\\'27.. ~ ~ Testle~gth; _~';f.!-:-, ~..;:-._,~1: e's Seotlon Depth (fromol3att1~: From(-::!,.~. t2)
To
\\ "::\\~. ~
\\.
-'-~=--
<t ~. t- $~ 13 (A) *Depth to Water Table From Datum, Ft: l ~* ~ i.
Test Water Temp!~ Baro Pressun~. psi:
- -\\~ \\4 A'(~
(B) Surface GageHelghtAbove Datum, Ft. biD Depth to Cen\\erofTestlnterval From Datum, Ft: !'+ !J...(2$
(C) Distance Water Table to Center ofT est Interval Ft. 1'::\\,'Z.. 7../
Statio water pressure at center" (0*62.4/144) + Baro = 8 9.. \\
MAXIMUM TEST PRESSURE, Po :o ((A+B*iJ + C*0,57) [P.o = i0Z., I I Test Pressu1*e sequence:= 1/3 Po, 273 Po, Po, 1/2 Po, Po
- Sequence ID:
A
. B C
D E
Po Values: 1/3Po = ?A.JjJ : 2/3 Po= (.,8.l ; 1/2 Po=
% t. ¢ Add Appropriate Po value to static pressure at center of test Interval TEST NO. M.l? - 1\\~ Yl~sequence No. _.'e""',.,.___ Planned Center Pressure:
15'{
- 0
- Transducer Readings Before Packers Inflated: Top I "5
- it:>~. : Middle 8?\\. 8t ; Middle.
9-l. 3~
Bottom:
/v\\?**4-~a.
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FLOW METER READING, Gallons Middle
- lime, FLOW,gpm Transducer Surface Gage RE:MARKS Minutes Reading, psi Pressure, psi Initial Final Difference
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- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-482 of 515
DOUBLE PACKER BOREHOI.. E PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE!, INC.
Page 1 of2 PROJECT NAME; Ql!nch RlverSMR Pro!ect JOB NO. §468*13-1072 DAJE:':J-~ 8 -* \\)
Boring No MP*'t~2-.
Borehole Dlameter,ln.:'O*'O Total Boring Depth, Ft.~
Gnd Elev, Ft: ¥99.9 w*
Casing Height above ground, Ft: t~, 1....~-
Elev. Top of Casing, Ft. (Gnd !::lev+ Casing Height): 6~$, '?_, "'Datum TEST ID: MP.. 4'ZZ. 'e.~ 'rest length~
"f. t;)
9r~ sa~~o~~e-pth)rom.c~m): From 1"73,.(.1S, ct>
To
\\ "::\\~. S (A) Depth to Water Table From Datum, Ft:...J ~ ~ 1..
(8) Surface Gage Height Above Dalum, Ft.~
Test Water Terrlp:3.f!j::: Baro Pressure, psi: ~4r~
Depth to Cenlar of Test Interval From Datum, Ft: \\'":\\:- ~.gS (C) Distance Water Table to Center ofTestlnterval Ft. 1'1.?..... "2.1 Static water pressure at center= (C*62.4/144) + Baro = 8'7 '* \\
].
MAXIMUM TEST PRESSURE, Po= ([A+B*1] + 0*0.57) [Po= 10Z..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 ". ':!A,I/J ; 2/3 Po= <o8, l ; 1/2 Po=
t:;, l. ¢ Add Appropriate Po value to statio pressure at center oftest fnterval TEST NO. M.P.. L\\~. ~~~Sequence No.
C Planned Center Pressure:
\\ '1::1\\, ~
Transducer Readings Before Packers Inflated: Top I '5,lo'1.- ; Middle Transducer Readings After Packers Inflated: Top
- l ~, (s;""~- ; Middle MJ~;*4~ft
- ~.:o s~~ C..
FLOW METER READING, Gallons
- Time, FLOW,gpm Minutes Initial Final Difference
- 63. Rq_f Bottom:
9l. <<o;,
~ \\. * '1>Co : Bottom:
85, q~
Middle Transducer Surface Gage Reading, psi Pressure, psi REMARKS
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- From Preliminary Boring Layout Survey Fotm Approved for 'use on Clinch River SMR Project-J, A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-483 of 515
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DOUBLE PACKER BOREHOlE PERMEABILITY 'TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Qllnch River SMR Prolect JOB.NO. §468-13-1072 DATE:::J-- 8 ~ \\)
Boring No MP.. J:\\.'2..?..
- BoreholeDiameter,ln.:?i*'O TotaiBorlngDepth,Ft.~
GndEiev,Ft: 799,9
- C~sing Height above gr~und, Ft: <£, 1.:1-
!'::lev. Top o{ Casing, Ft. (~nd Elev **~Cas in~ Height): 8~t{l. (., =:Datum A
r.:z t::;.
(')~. "::/- \\cP ~\\'3 C"'~
TEE!T 10: MV>'<-~'2Z. 1::. ~ Test!e.ngth:
T* \\.)
i!est Section Depth (from Be!tll'lT}: From I~ <iS.¢ To l ~~. :;>
11..
ct~. '1-~~ l3 (A). Depth to Water Table From 'Datum, Ft: 1
~ 2l i.
Test Water Temp:~ Baro Pressure, psi: ~~ \\4. A*<..:.
(B) Surface Gage Height Above Datum, Ft. b.QS Depth to Cer.1ler ofT est lntervai.From Datum, Ft:.\\'"':\\- A., Q)
(C) Distance Water Table to Center of Test lnteNal Ft. \\~ "2., Zl St!lticwater pressure at center= (0.62.4/144) + Baro"' 8'9, l MAXIMUM TEST PRESSURE, Po "' ([A+8*1] + c.*0,57) [Po :: l!lJ'Z..\\. J 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= ?A,(/) : 2/3 Po= (.::.8, l ; 1/2 Po"
~ t. ¢ Add Appropriat~ Po value to static pressure at center of test Interval TEST NO. M.fl*l\\~a ~~Sequence No.
];;>
Planned Center Pressure:
\\ A¢, \\
Transducer Readings Before Packers Inflated: Top I '5_, (a.""\\-.- ; Middle Transducer Readings After Packers Inflated: Top
'u
- L... '"1- ; Mlddle M?-0..~~
- c.~
S.;;'(!ji"D FLOW METER READING, Gallons
- Time, FLOW,gpm Minutes Initial FinaL Difference
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- From Preliminary Boring Layout Survey Fo1m Approved for' Use on Clinch River SMR Project* J. A. Tlce, Technical lead ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-484 of 515
- 83. RaJ" Bottom:
'9t. co~
'? \\ *.,_,(.., : Bottom:
8 S 1 ':t-l Middle Transducer Surface Gage REMARKS Reading, ps!
Pressure, psi
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DOUBLE PACKER BOREHOLE PERMEABILITY TESi DATA SHEET AMEC ENVIRONMENTAL & INFRASIRUCTURE, INC.
PROJECT NAME: Cl!ngh River SMR Prolec!
JOB _NO. 64§8-13-1072 Page 1 of2 DATE:':!- \\)
Boring NoMP~'\\-'2..~
- Borehole Diameter, ln.:'?>*~ Total Boring Depth, Ft.~
Gnd Elev, Ft: £99.9
- Casing Heigh! above ground, Ft: 1P. 1.. ;-q..
Elev. ToP. of Casing, Ft. (Gnd Elav *~Casing Height): 6@ft>, C.. "' Datum c:.
o"'.,-~
<:+-,(/)~ *,::,
6?
TESTID:Mif>-0."2"2.. £~ Testle.ngth:
9-,..J
~Te~t'SeotlonDepth(from~a\\~,n'l-1): From 1":\\.<'.,tl,<,t>
To
\\3"".':\\*~
- (A) Depth to Water Table From Datum, Ft:
(B) Surface Gage Height Above Datum, Ft. 'P*o5 (C) Distance Water Table to *center of Test Interval Ft. I':\\.. 2.. '-I Test Water Tem.p:~ Baro Pressure, psi: ~
.Depth to Center ofT est Interval From Datum, Pt: I '":to A..g$
Static water p~essure at center= (C*62.4/144) + Bare= /f. I.dft_(l' /!J MAXIMUM TEST PRESSURE, Po= ([A+8*1] + C*0.57) [Po:: IW"Z..)
] Test Pressure sequence ;:t 113 Po, 2/3 Po, Po, 1/2 Po, Po
- Sequence 10:
A
- 8 c
D E
Po Values: 1/3 Po::: Y\\,ifJ ;* 2/3 Po= Cc8, l ; 1/2 Po"
~ l. ¢ Add Appropriate Po value to static pressure at center of testintervai TEST NO. M.~-to.~a :g,.'?Sequence No. ---"D~-~ Planned Center Pressure:
14 <P. \\
Transducer Readings Before Packers Inflated: Top l ? ' l,:,'"l,... ; Middle Trans9ucer Readings After Packers Inflated: Top
\\to, tD ':\\ ; Middle
- 83. 8(/ Botlom:
- 9 I* '0$
'::)-\\ * '"?l<....:.
Bottom:
8 '5 * *::c I MP-4~~ ~0 SG;(l;\\ 1)
_(_co,._. T' '-' \\
FLOWMETER READING, Gallons Middle
- Time, FLOW,gpm Transducer Surface Gage
- Minutes Reading, p$1 Pressure, psi Initial Final Difference
-sg!:.J~R* ( 1\\.ld 1<" c;;;AD/UthS "3"3\\1/J(ft,.) (:;~.
'::1 - 8~13
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. ~*
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- From Preliminary Boring Layout Survey REMARKS 8'3 ~ iS
- J -::;, (,?) 3 Form Approved for'use on Clinch River SMR Project - J. A. Tice, Technical Lead Form Rev 0- Reviewed by ')6V ('11~.~~{}
- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-485 of 515
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DOUBLE PACKER aOREHOLE PERME:A81LITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Qllncl:! River SMR Project JOB.NO. 6468*13-1072 DATE: '::f.- 8 ~ \\)
Boring No Ml'~'!a~
- Borehole Diameter, ln.:'2>*'0 Total Boring Depth, Ft. B&sZ>
Gnd Elev, Ft: ?'2:2*9
- Casing Heigh! above ground, Ft: tP, 2.--::f-Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 6¢C[),?.., =Datum
~ c:::.
.0~.'\\~\\tll-\\~
("I'S
. TESTID:MI'J-4'2'Z. ~o Testle.ngth:
T."'
Tehl8ectlonDepth(from.tlatt.1rn]: From~~~.¢ To
\\'::\\:~.~
(A) Depth to Water Table From.Datum, Ft: l; '0 \\..
(6) ' Surface Gage Height Above Datum, Ft. ~
Test Water Temp:~ Baro Pressure, psi: -\\~
Depth to Center of Test Interval From Datum, Ft: \\""'r.J:... C6 (C) m'>tance Water Table to Center ofTesllnterval Ft. \\'::\\'2... Z.!
Static water pressure at center"' (C*62.4/144) + Baro = 83 ** J MAXIMUM TEST PRESSUHE, Po= ([A+B"1J + C*0.57) [Po,. I 1/JZ., I I Test Pressure sequence::: 1/3 Po, 213 Po, Po, 1/2 Po, Po
. SeqLience 10:
A
. B C
D E
Po Values: 113 Po"' ?Al[J ; 213 Po= £t.,8, l ; 1/2 Po=
~ \\.. ¢ Add Appropriate Po value to sta\\lc pressl.lre at oenter of test lnte(Val TEST NO. ""'~"**<\\t~ '!'~sequence No.
c;::
Planned Center Pressure:
l CD\\.~
Transducer Readings Before Packers Inflated: Top Transducer Readings After Packers Inflated: Top
- s i!:l(O)
I "5, 4:>'"- : Middle I lt, * <..o 1
- Middle FLOW METER READING, GaUons
- Time, FLOW, gpm Minutes Initial Final Difference
- 83. f$(tf Bottom:
~\\,~C... : Bottom:
Middle Transducer
- Surface Gage Reading, psi Pressure, psl REMARKS t"Z:41:3~
/1/)959
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- ~
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- ~ 8S.45 ToP Tt2-AtJf; -.. I?., t;rs Form Rev 0- Reviewed by 7\\V \\""\\~(,.~\\I
DO'UBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORING: \\\\A.~~ IJ, ~ ~
DATE: f.- e~.I~
DATA COLLECTED BY: T~J..A. M*c.GuLt.... /JI,......_ Goo Ot\\1<:: D SHUT-INTESTPRESSURE: ujl\\%; (~q.(Gsi Tl'ME, SURFACE GAGE CENTERTRAN~
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EQUIPMENT USED Ttansducers: Level Troll 700 Serial Nmhbers: 335896/R24844 (shallow) 6112113; 3153811R24039 (intermediate) 6/20~3; l41142/R20367 (deep) 6!20113;. 315380/R24038 (spare) 6/20113 Surfa~-e Pressure Gage: (Both Wika 213.53) - MW-3 (at pump); MW-4 (at totalizer) 6111113 ____ _
Baronietric Probe: {13aro Troll) 121315/R22669 6/12113 Flow Meter: <Master Meter 1344)- 8824788 field checked 6125(13 Stop Watch: (Sportline 220).:.. L286/2786 6110/13 Date of Calibration: Dates in italics after egui'pment serial numbel' Calibration due: _Post Testing, _____ _
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Form Approved for Use on Cltnch River SMR Project-J. A. Tlce,Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16.
Page E.3-487 of 515 irC>
l&'((Q-11 F'orm Rev 0- Reviewed by.JCJJ"-'-'v __
PACKER TEST FLOW RATE GRAPHS Boring MP-423 Packer Test Intervals: (below ground surface) (below top of casing)
MP-423 Zone 1:
48.0 feet to 55.5 feet Not Tested MP-423 Zone 2:
68.5 feet to 76.0 feet:
68.94 feet to 76.44 feet MP-423 Zone 3:
88.0 feet to 95.5 feet:
88.44 feet to 95.94 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.3-488 of 515 a me
FIF No. 25847-601 ~KOI..CY00-00024 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project-Site Subsurface Investigation FIELD INSTRUCTION FORM Speclfloatlon Section:
5.3.7.2 Packer Testing in MP 423 Field Instruction: The following are the three (3) depth zones in which packer testing will be conducted In borehole MP 423:
Zone 1: 48.0 to 55.5 feet.below land surface. {Tolerance+/~ 0.5 feet~
Zone 2: 68;5 to 76.0 feet below land surface. (Tolerance +/~ 0.5 feet)
T'A ~<., N c..
VVArdte. T~o~<&rs~ z Zone 3: 88.0 to 95.5 feet below land surface. (Toterance +/- 0.5 feet)
.Zo~o~&r,:
- t<.tdi'J"Z(J/'
c::oMPL~r87'.:>
i'* o\\*1~
\\..(~.
The desired pressure ranges that will be tested in each of the three zones are based on the calculation of the test pressures as provided ln AMEC Project Procedure CRP Packer Pressure Testing in Boreholes, Attachment B (Bechtel Power lnfoWorks 25847..S01.Y14~CYOQ..
00018-006} or latest revision at time of testing. The test pressures will be determined just before the commeneement of the t'ests by measuring the water level at the start of test.
Basis/Justification for Instruction:
- The depths of the above zones were selected based on fracture zones identified from DRAFT geologic core logs, RQD analysis and from the acoustic televiewer logs. The bottom depth for packer testing is limited to approximately 250 feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP~3 - Packer Pressure Testing in Boreholes, Attachment B (Be<::htel Power lnfoWorks 25847-601-V14-CY00-00018-006) or latest revision at time of testing.
i Prepared By:......t......
f_~k_
.. L.o_t...~-~----~~--+__.l...,.A.--------~-./
Na Reviewed By: Gr~
Approved By: /Yl ot r-lt ~~e Name
($ee Section 1.2 for furfuer lnstru~ons)
Received By AMEC Site Mgr or Proj Mgr:
. C I r.3 c_e.PJ'(o Name
@2013 Bechtel Power Corporation. Contains Contractor Oonffdential lnfonnatlon.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-489 of 515 PAGE 1 OF 1
. 1_3.
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 JB-Surface Gage Height (ft)
I Max Test Pressure (Po) (psi) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi)
Sequence A 1/3
- Sequence B 2/3 Sequence C 1.0 Sequence D 1 /2
!Sequence E 1.0 Pipe Check (Estimate Onlyfor Field Guidance)}
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number ot Pipe Sections engtn of stickup above 1 UG {tt) 26.15 26 63 21 42 32 Genter 1 est Pressures (psi) 47 68 89 58 89 13.29 21.12 63.15 2.99 0.21 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-490 *of 515 Inflation Pressure (psi) 97 118 139 108 139 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-423 Zone: 2 68.5 feet to 76.0 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) 12:45:00 0.0 24.48 12:55:30 0.0 12:45:30 0.5 24.48 0
12:56:00 0.5 12:46:00 1.0 24.48 0
12:56:30 1.0 12:46:30 1.5 24.50 0
12:57:00 1.5 12:47:00 2.0 27.02 4
12:57:30 2.0 12:47:30 2.5 35.00 4
12:58:00 2.5 12:48:00 3.0 45.33 0
12:58:30 3.0 12:48:30 3.5 44.22 2
12:59:00 3.5 12:49:00 4.0 46.69 0
12:59:30 4.0 12:49:30 4.5 47.07 2
13:00:00 4.5 12:50:00 5.0 46.89 0
13:00:30 5.0 12:50:30 5.5 47.07 2
13:01:00 5.5 12:51:00 6.0 47.22 2
13:01:30 6.0 12:51:30 6.5
!IZ.29
_o _j_3.~Q2:_00
_Q..5 12:52:00 7.0 47.22 2
12:52:30 7.5 47.21 0
12:53:00 8;0 47A4
-*-2 SequenceD (1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm)
Time 14:25:30 0.0 26.79 14:53:00 14:26:00 0.5 56.79 96 14:53:30 14:26:30 1.0 60.25 36 14:54:00 14:27:00 1.5 61.96 54 14:54:30 14:27:30 2.0 60.82 50 14:55:00 14:28:00 2.5 61.29 56 14:55:30 14:28:30 3.0 61.77 46 14:56:00 14:29:00 3.5 62.42 54 14:56:30 14:29:30 4.0 61.89 52 14:57:00 14:30:00 4.5 62.22 52 14:57:30 14:30:30 5.0 62.66 54 14:58:00 14:31:00 5.5 62.49 62 14:58:30 14:31:30 6.0 63.53 46 14:59:00 14:32:00 6.5 63.60 48 14:59:30 15:00:00 15:00:30 15:01:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-491 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 Flow Rate Pressure (psi) (gpm) 47.50 55.50 4
64.71 2
71.21 4
71.20 2
65.77 4
64.87 4
70.20 4
70.11 2
70.09 4
70.28 4
70.30 4
70.60 4
71.59 4
Flow Rate Pressure (psi) (gpm) 28.93 72.94 56 82.54 80 87.31 80 86.78 70 87.64 74 87.52 76 87.37 70 88.91 80 88.67 80 90.13 74 88.41 86 89.78 80 90.83 70 91.13 80 92.07 60 91.32 110 Prepared by:
Checked by: t!.:O/ Date: C/,... ~~ ' N----
?J-.
Date:
4 -J3-Itf--
Sequence C (Po)
Elapsed Time Flow Rate Time (minutes)
Pressure (psi) (gpm) 13:05:00 0.0 73.14 13:05:30 0.5 78.26 10 13:06:00 1.0 85.35 10 13:06:30 1.5 82,59 22 13:07:00 2.0 80.36 24 13:07:30 2.5 76.34 32 13:08:00 3.0 76.65 40 13:08:30 3.5 77.18 32 13:09:00 4.0 78.47 40 13:09:30 4.5
- 83.15 46 13:10:00 5.0 80.59 38 13:10:30 5.5 79.96 74 13:11 :00 6.0 89.18 20 13:11:30
.Jl.5 86.73 46 13:12:00 7.0 81.67 48 13:12:30 7.5 89.03 68
- ~--
13:13:00 M
-~ *- -95.55 56 - ----
13:13:30 8.5 94.25 58 13:14:00 9.0 90.42 60 13:14:30 9.5 89.64 60 13:15:00.
10.0 89.85 60 13:15:30 10.5 89.12 60 13:16:00 11.0 87.88 60 13:16:30 11.5 84.16 64 13:17:00 12.0 82.02 94 13:17:30 12.5 89.85 46 13:18:00 13.0 83.75 60 13:18:30 13.5 81.78 64 13:19:00 14.0 86.98 74 13:19:30 14.5 86.21 74 13:20:00 15.0 86.90 70 13:20:30 15.5 85.94 76 13:21:00 16.0 85.53 74 13:21:30 16.5 85.40 74
.-----------------------------------------------------~---------
MP-423 zone 2 4.5 -,-----------------
4 1-------------------*f----r-------------------
3,5 +-----------
3 1-----------------~------f----------
8
.E! 2.5 -/----------
~
~
2 +--------
11:
1.5 1-------------
0,0 1.0 2,0
--<-1/3 Po 4.5 ---~---------
1,5 +----------*
3,0 4.0 s.o 6,0 7.0 8.0 9,0 Elapsed Time (mlnlltes)
Notes: Test pressure approximately 1/3 of the maximum test pressure (Po). Plow rate typically measured overt~ 30 second Interval, MP-423 Zone 2 1 *1----------------------------------------------*------
0,5 **-*-------
0.
o.o
- '-*-2/3 Po 1.0 2.0 s.o 4.0 6.0 7:0 Elapsed Time (minutes)
Notes: Test pressure approximately 2/3 of tho maximum test pressure (Po), Flow rate typically measured over n 30 second Interval.
Prepared by/Date:
lL til.
1 /Y /1~
Checked by/Date:
Jt[.1 '/o-/i4-
/l Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-492 of 515
100 90 80 70 GO 8.§
~ 50
~
0::
40 30 20 10 A
r I
AI
/V
,/I I
0 0.0 2.0 4.0
---Po MP-423 Zone 2 A / I
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- "*--**+*--*--* )
)
I y/
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(
v I
v 6,0 8,0 10,0 12,0 14.0 16.0 18,0 Elapsed Time (minutes)
Notas: Test pre!isUre approximately at the maximum test pressure (Po). Flow rate typically measured over a 30 second Interval.
.-----------------~---------------------------------------------------------------------~
MP-423 Zone 2 120.,----------------*
100 --------~-------
sa*
8
]
.2l 60 0
0::
40 20 -
0 -----------,----------.,--------,---*-*-----.--------"T-----
0,0 1,0 2,0
112 Po
~--
Prepared by /Date:_--T-'-blK---::-~-C~I f-o 1l/'-N;;--
Checked by/Date: ----,flo&<=='-* +':ft'-"v+/'--'(tb'---
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-493 of 515 3.0 4,0 5.0 6.0 elapsed Time (minutes)
Notes: Test pressure approximately 1/2 of tha maximum tastprossure {Po).
!'low rate typically measured over a 30 second intarval,
MP-423 Zone 2 1
i 60 +----f----------------------------------------------------------~------------
j 20 *1----------------------------
a.o 1,0
--Po Clinch River Data Report Re Page E.3-494 of 515 2.0 s.o 4.o*
5,0 Elapsed Time (minutes) 6,0 7.0
8.0 Notes
Test pressure approxlmat~Jy at tho maximum test pressure (Po).
Flow rate typically measured over a 30 second Interval.
9.0
DOUBLE PACKER BOREHOLE PERMEABILITY TEST OATASH.EET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
"Page 1 of2 PROJECT NAME: Clinch River SMR Pro!ect JOB !'JO. §468~13-1072 DATE: j *'a 1*1,
.Boring Noi{IP-4.e>
- Borehole Diameter, ln.:3JL Total Boring Depth, Ft. ~~.¢_..
Gnd Elev, Ft: 3':>'2lG6 *
. Casing Height above groun~, Ft:M4.
Elev. J"op of Casing, Ft. (Gnd Elev ~* Casing Height):'\\ t;~.~ 4, Datum
- TEST ID: N\\?*423 ~ e Test length:
- t I 5 Test Section Depth (from Datum): From c., e. ';;)1.\\- Ia 3 4. A-\\
(A} Depth to Wat~r Table From Datum, Ft: 1: lQ. 15 ~
- Test Water Temp:..n.._
Baro Pre.. ssure,ysl: 1'4-*.<\\1 V...fe1..1.. tUATI!i'a. r<:,..P t...'?.,
{!"'*'I 8C:).
(8) Surface Gage Height Above Datum, Ft..hi_4 Depth to Center ofT est Interval From Datum, Ft: ¥a, Go '9
_ _:._.. _CC)DI"Stafj(j6WaterTaBietOGenfei'Oflesflnterval Ft. ~"5 Static water press.ure at center~ (C*62.4/144) + Baro.. --.e"""c;---~-
MAXIMUM TEST PRESSURE, Po =.([A+B*1J *1* C*o.57) [Po = ~ ""b I Test Pressure sequence ;:: 1/3 Po, i/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"'
'0 'a.
Add Appropriate Po value to static pressure at center of test Interval TEST NO. ~f' *42'H. ~Sequence No.
A
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4 ~
Transducer Readings Before Packers_ Inflated: Top
- 1 4>,? (t!
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- l.ot..
- Bottom:.. ~~~~-
TransducerReadlngs.AfterPackerslnffated: Top
~3. 93 : Middle
.84,43 : Bottom:
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DOUBI..E PACKER BOREHOLe PERMEABILITY TESI DATA SHEET...
AMEC ENVIRONMENTAL & INFRASTRUCTURE, JNC.
Page 1 of2 PROJEC'f NAME: Clinch River SMR ProJect JOB.NO. 6468-13=1072 DATE: ':? *~I*.,,
. Bor!ngNoMP~4f.3' BoreholeDi<lmeter,ln.:*3.5 TotaiBorlngDepth,Ft. :?>~
GndEiev,Ft:3~~.¢*
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- > ~ ] Test Pressure sequence:: 113 Po;'213 Po, Po, 112 :Po, Po
- Sequence!D; A
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D E.
- Po Va[ues: i/3 Po = _hl_: 21-3 Po=~; 112 Po-o 'C..
Add Appropriate Po value to statlc pressure at center of test Interval TEST NO. ~f1,4Z3 ~~Sequence No.. "B
- Planned Center Pressure:.
(Q* 8 Transducer Readings Before Packers lnffated: Top
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~
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FLOW METER READING, Gallons Middle
- Time, F.LOW,gpm.
- Transducer Surface Gage Minutes Reading, psf
" Pressure, psi Initial Final Difference REMARKS
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DOUBLE PACKER BOREHOLE PERMEABIUTY T~ST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
- Page 1 of2.
PROJECT NAME: Clinch RlverSMR Pro!!ilill JOB,NO. §468-13"1072 DATE: 'T * "a I* '1'3
.Boring NoM~
Borehole Diameter, hi.:*3.5 Total Boring Depth, Ft.~
Gnd Elev, Ft:.3~'Zl 1¢ *
. casing Height above ground, Ft:M4.
Elev. ;fop of Casing, Ft. (Gnd Elev +Casing Helght):1'7-,.~4 ::Datum
- TEST I~:M~*4a'!> ~ i Testlength:
?f,5 Test Secti~n Depth (from Datum): From c.:.e, ~4 To ":f 4A~
(A) Depth to l;yater Table From Datum, Ft: 1'lo,C5Ar
- Test Water Tem.p:~ Baro Pressure,psl: i'.6r*~l V..IG'.Lt.. 0A1'S'fl. t~MP L.'?,
{.!.1..*"1 °C.),
(B) Surface Gaga Height Above Datum, Ft.~
Depth to Center of Test Interval From Datum, Ft:
Y'~, Col.,
(CJ.Dil!t~ter TiiBietO"CSTTter ~fTeSflnterval Ft. ~
'5 Statio water pressure at center~ (C"62.4/144) + Baro"'
e!G MAXIMUM TEST PRESSURE, Po= ([A+B.. 1] + c*0,57) fPo c (c ~ 1 Test Pressure sequenoe :" 1/3 Po;'2/3 Po, Po, 1/2 Po, Po
.. Sequenoe ID:
A B
C
- D E
Po Values: 1/3 Po"~;.. 2/3 Po=~ -; 1/2 Po=
s~
Add Appropriate ~a value to statio pressure at center of test Interval lEST NO. )J.,'P*42H.~Sequenoe No.
C.
. Planned Center Pressure:
8-9 Transduoer Readings Before Pa.cl<ere_lnflated: Top
- I U. 1 ':> (/). ; Middle
\\ ':>' C...(,
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___ ___ c_ljnciLRiver Oata..Rep9d: Rev~ A CRP.:111.2.16 Page E.3-497 of 515 l
DOUBLE P.ACKER BOREHOLE PERMEABIL.I"rY TEST OAT A SHEET.
AME:C EN;JIRONMENTAL & INFRASTRUCTURE, INC.
- Page 1 of2 PROJECT NAME: CHncb River SMR prolegt JOB.NO. 64~8-13-1072 DATE: X* 'a I* 1'3
- .Boring NoM~
BorE!hole Dl<imeter, ln.: *3.5 Total Elorfng Depth, Ft. ~'at¢ Gnd Elev, Ft:~¢*
. Casing.Height above groun~, Ft;fb!4.
Elev,,Top of Casing; Ft. (Gn<i Elev +Casing Helght)::\\'7";;.~-i\\ *=Datum
- TEST ID: NW* 423 ~ ?- Test length:
- e I 5 Test Section Depth (from Datum): From (s;; a.~ 4 To
~ (...;.. t\\ <\\
(A}. Depth to "Yater Table From Datum, Ft: 4lo, '5 4- *
(B) Surface Gage Height Above Datum, Ft.~4 Test Water Tem'p:~
B
.. aro Pre9$ure,Qsl: l o\\-*41 1;../~:;u... tU.tv-r<ii'll. Tf£'MP. c...s.
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Depth to Center of Test Interval From Datum, Ft: 72, Co";)
~-----"(C)DistanceWater Tal'ile to' Center or teat lnte~al Ft. ~
S Static water pressure at center~ (G*62.41144) + Baro =
- 8(£)
MAXIMUM TEST PRESSURE, Po"' ([A+B*1) + c*o;57) [Po"' Co~ ] Teat Pressure sequence:"' 1/3 Po,'2i3 Po, Po, 1/2 Po, Po Sequence ID:
A B
C D
E Po Values: 1/3 Po "~; 2/3 Po= _A_g,_ ; 112 Po.; o ~
Add Appropriate PC? value to static pressure at center of test Interval TEST NO. !J-?*423~~Sequence No.
C.
. Planned Center Pressure:
8 <:)
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DOUBLE PACKER BOREHOLE pgRMEA131LlTY TEST OAT A SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
- Page 1 *of2 PROJECT NAME: Clinch River SMR Pro]egt JOB _NO. 6468-13-1072 DATE: 'T * '8 I*.,,
.Boring NoM~ '
Borehole Diameter, In.: 3.5 Total Boring Depth, Ft.~
Gnd Elev, Ft: ~
. Casf~g.Height above groun~, Ft:M4.
Elev.,Top ofCastng, !=t. (Gnd Elev+ Casing Helght) : "tc.>~,~4 "'Datum *
- TEST ID:M£*423 ~ 'Z. Test length:
1.5 Test section Depth (from Datum): From <c>S, ~4 To ':! L;.A~
(A) Depth to Water Table From Datum, Ft: 4~, CO 6r * *
(B) Surface. Gage Height Above Datum, Ft.li4 Test Water Terr{p:..):L Baro Pressure, esi: I -\\-*o\\1 VJ~Lt... IJArG'IZ. T(;fMP l..:?,.
u,,-,, "CO).
Depth to Center ofTe~;t inteNai From Datum, Ft: 1i., (a"?
(C)'DIStai'!CeWaterlai51EilOC8Fiter ofTesTIFitei\\iai Ft.
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eiCO MAXIMUM TEST PRESSURE, Po"' ((A+B"1) + C*0.57) [Po"' ~ ~ 1 Test Pressure sequence;;- 1/3 Po;*2/3 Po, Po, 1/2 Po, Po Sequence ID:
A 8
C D
~
Po Va\\ues: 1/3 Po "~: 2(.3 Po"'~; 1/2 Po"'
~ ~. Add Appropriate Pg value to static pressure at center oftest fntervai TEST NO. ~P-4231~ Sequence No.
"D
- Planned Center Pressure:
'58 lransducer ~eadlngs Before Packers Inflated: Top
- llc>, t:, (/)
Transducer Readings After Packers Inflated:. Top
- a.~ '9"!1 s e:CUSNC.IE FLOW METER RE!ADING, Gallons
- Time, Minutes Initial Final Difference lit\\t :i";!\\1/) a9 cp (p/J,
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA'SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
PROJECT NAME: Clinch River SMR Prolt'JQ!
JOB.NSl* 6488-13-1Q72
- p~ge 1 of2 DATE: 3' * 'S I* '13
.Boring No MP-4f,~
- Borehole Diameter, ln.:*3,5 Total Boring Depth, Ft. '?>'f..¢ Gnd Elev, Ft: ~
. Casing.Height above groun~, Ft:M4.
.TEST ID: lv\\£*42.~ ~ z_ Tes\\ length:
Elev. :rop of Casing, Ft. (G~d Elev i* Casing Height): 'V?~, ~ 4c * = Datum * *
?f.5.
TestSeotlonDeplh(fromDatum): From C..S,~4.To 3t.:.A~
(A} Depth to \\'yater Table From Datum, Ft: ti lo, CO 4- *
(8) Surface Gage Height Above Datum, Ft...h.9A-
- Test Water Tem.p:~ Baro Presaure,&sl: \\. "r* 41 1,...{~;;1..1... tUA7"o!i'f4 ("'Mf.>
t..Z
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Depth to Center ofT est lnteNal From Datum, Ft:
t~, (a.-,
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~ <.o, *\\ '5 Static water pressure at center:=* (C*62.4/144) +Bard =
B ('J:)
MAXIMUM TEST PRESSURE, Po= ([A+B"1]+ C*0,/37) {Po::
- ~
~ ] Test Pressure sequence :0 1/3 Po,*2[3 Po, Po, 1/2 Po, Po Sequence ID:.
A 8
C D
E Po Values: 1/3 Po"~; 2/3 Po=~~; 1/2 Po=
'0~
Add Approprfaie P? value to static pressure at center of test Interval TEST NO. tJ.J'-42H. 'a Sequ~nca No.
E'
. Planned Center Pressure:
8 9 Transducer Readings Before Packers*lnfiated: Top
- \\ U.,? ¢
.,..; Middle
\\ ":) ' f.o(,
- Bottom:.
Transducer Readings After Packers Inflated: Top
- 2.*~ '~0 ; Middle
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Bottom:
s f::GJUi=:NC!E.
FLOW METER READING, Gallons Middle
- Time, F.LOW,gpm
- Transducer Surface Gage Minutes Reading, ps!
- Pressure, psi Initial.
Final Difference
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DOUBLE PACKER BOREHOLE PERMEAB~ITY TEST DATA SBEET
- BORING: M? ~ 4~3 DATE:
':t*~\\- \\"0 DATACOLLECTEDBY: ToM M ~G t Lt.../..:JIJ...~o... Go-oDAr-<-o I
~RES SURE: ~l~~- ~*
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StopWatch: b 2.e,G,.
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Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-501 of 515
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072
- IMax Test Pressure (Po) {ps1) 74 1/3 Po (psi) 2/3 Po (psi) 1/2 f-'o (psi)
Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOG Number of Pipe Sections ength of stickup above 1 UC (ft) 25 49 37 Center Test Pressures
._{psi) 59 83 108 71 108 13.29 21.12 82.65 3.91 1.83 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-502 of 515 Test Date
?Pr Prepared By 9-'iJl? Checked By Inflation Pressure (psi) 109 133 158 121 158
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc.
AMEC Project # 6468-1 3-1072 Boring: MP-423 Zone: Z3 88.0 feet to 95.5 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) 9:23:30 0.0 31.42 9:33:30 0.0 9:24:00 0.5 43.54 18 9:34:00 0.5 9:24:30 1.0 69.36 12 9:34:30 1.0 9:25':00 1.5
- 65. 10 10 9:35:00 1.5 9:25:30
. 2.0 65.08 8
9:35:30 2.0 9:26:00 2.5 62.33 8
9:36:00 2.5 9:26:30 3.0 62.07 6
9:36:30 3.0 9:27:00 3.5 62.17 8
9:37:00 3.5 9:27:30 4.0 62.28 8
9:37:30 4.0 9:28:00 4.5 62.29 6
9:38:00 4.5 9:28:30 5.0 62.27 8
9:38:30 5.0 9:29:00 5.5 62.37 8
9:39:00 5.5 9:29:30 fi.O 62.41 8
9:39:30 6.0 9:40:00 6.5 9:40:30 -
. 7.0 SequenceD (1/2 Po)
Sequence E (Po)
Elapsed Time Flow Rate Elapsed Time Time (minutes)
Pressure (psi) (gpm)
Time 10:39:00 0.0 28.36 11:08:00 10:39:30 0.5 37.53 88 11 :08:30 10:40:00 1.0 51.45 40 11:09:00 10:40:30 1.5 57.2 50 11:09:30 10:41:00 2.0 58.07 70 11 :10:00 10:41:30 2.5 61.74 80 11:10:30 10:42:00 3.0 62.44 80 11 :11:00 10:42:30 3.5 62.25 70 11:11:30 10:43:00 4.0 61.99 90 11:12:00 10:43:30 4.5 64.20 80 11:12:30 10:44:00 5.0 64.14 70 11:13:00 10:44:30 5.5 63.79 90 11:13:30 10:45:00 6.0 63.22 70 11:14:00
. 10:45:30 6.5 no reading 11:14:30 10:46:00 7.0 64.46 11 :15:00 10:46:30 7.5 64.30 60 11:15:30 10:47:00 8.0 64.02 40 11:16:00 10:47:30 8.5 62.45 60 11:16:30 10:48:00 9.0 62.61 80 11;17:00 10:48:30 9.5 61.64 90 11:17:30 10:49:00 10.0 62.24 70 11:18:00 10:49:30 10.5 60.82 90 11:18:30 10:50:00 11.0 60.94 70 11:19:00 10:50:30 11.5 60.72 80 11:19:30 10:51 :00 12.0 61.21 80 11 :20:00 10:51:30 12.5 60.37 80 10:52:00 13.0 60.05 80 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-503 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 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 Flow Rate Pressure (psi) (gpm) 62.66 62.66 8
78.69 10 79.34 12 83.40 14 84.24 14 84.34 12 84.28 12 82.73 14 82.88 12 82.83 14 83.03 14 82.99 14 82.87 12
.. 82:85
.12 Flow Rate Pressure (psi) (gpm) 2$.16 28.19 0
28.16 26 47.00 80 53.59 70 54.08 80 54.86 80 54.42 90 54.05 90 53.84 80 53.68 80 53.71 80 53.55 80 53.46 80 53.59 80 53.33 90 53.25 80 53.17 80 53.11 80 52.93 80 52.91 80 52.94 80 53.66 80 52.93 80 52.86 80 Prepared by: d r.::rr Checked by: gs.;;_
Sequence C (Po)
Elapsed Time Time (minutes) 9:44:00 0.0 9:44:30 0.5 9:45:00 1.0 9:45:30 1.5 9:46:00 2.0 9:46:30 2.5 9:47:00 3.0 9:47:30 3.5 9:48:00 4.0 9:48:30 4.5 9:49:00 5.0 9:49:30 5.5 9:50:00 6:0 9:50:30 6.5
.9.:5.1~00 z:o 9:51:30 7.5 9:52:00 8.0 9:52:30 8.5 9:53:00 9.0 9:53:30 9.5 9:54:00 10.0 9:54:30 10.5 9:55:00 11.0 9:55:30 11.5 9:56:00 12.0 9:56:30 12.5 9:57:00 13.0 9:57:30 13.5 9:58:00 14.0 9:58:30 14.5 Date: '/--8... 14 Date: 4-.-g _.. ffl-Flow Rate Pressure (psi) (gpm) 82.19 99.12 24 101.24 20 103.38 24 103.28 24 104.81 28 104.62 26 103.03 32 104.69 28 105.33 28 107.97 32 107.66 36 106:11 30 106.83 38 jQ~9 ----34 105.90 38 106.07 38 105.59 44 104:38 40 103.38 46 104.98 50 98.32 50 97.07 50 no reading no reading 97.96 60 93.60 60 87.98 70 94.65 80 97.99 80 81.94 100
e gq
~
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6 4
2 0
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_,_1/3Po MP-423 Zone 3
~/* *~_/'
3.0 4,0 5,0 6,0 Elapsed Time (minutes)
Notes: Test pressure approximately 1/3 of the maximum test pressure (Po), Flow rote typically measured ovar a 30 second Interval.
7.0
~-----------------------------------------------------~
16 14 12 10 8
6 4
2 0
MP,.,423 Zone 3
/./3 ~
~
/
0.0 1.0 2.o
- 3.0
- --2/3 Po
~
4.0 5.0 6.0 7.0 8.0 Elapsed 1'1me (minutes)
Notes: Test pressure approximately 2/3 of the maximum test pressure (Po), Flow rata typically measured over a 30 second Interval, Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-504 of 515
'E'
§ MP-423 Zone 3
~ 60 +-------*-------------------------------------------**-*-----r
.. ******~~-------------
~
1
.Sl 8!
~
o.o 2.0 4.0 6.0 10.0 12',0 14.0 16.0 Elapsed Time (minutes)
NotesJ lest pressllre approximately at the maximum test pressure (Po).
.c~E:IJ.!ow.W.J:1lliU','
0 e t
MP-423 Zone 3 100,------------~----------
60 so 30 "" ----------------------------------------------------------------------~
20 10 -~-------------------------------* --------------------------
0
~--------
o.o 2.0 4,0 6.0 8,0 10.0 12.0 3.4.0 Elapsed Time (minutes)
Notes: Test prossUI'e appl'oxlmately 1/2 ofthe maximum test pressure (Po), rtow rate typically measured over a 30 sec_on_d_ln_te_rv_al_. ---------
Prepared by/Date:_.......;?==-0-~t_. _IT-(t""'""'t (-r7....,
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- f..-. _
Cheeked by/Date: *-..,.,~P'"-"..::J::,_-_._'t~r z-:"'""~_._,_._4-__
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-505 of 515
MP~423 Zone 3 100 90 80 70
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~Po Notes: Test pressure approximately *at the maximum test pressure (Po).
"--------------------------------F_Io~w_ra_te--'typlcally measured over a so second Interval.
Prepared by/Date:
t:Jt t, 1/tt / ltf Checked by/Date:..1(;)44-* y;*vfft1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-506 of 515
DOUBLE PACKER BOREHOLE PERMI!ABILITY TEST DATA SHEET AMEC pNVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJeCT NAME: Cliocb River SMR Pro!ecj JOB _NO. §.1@*13-1072 DATE: S' *-a l *,,
Borfng No MP'*~e~ '
Borehole.Didmeter, ln.:*3,5 Total Boring Depth, Ft. :,~
Gnd Elev, Ft: 3~'4 *
. Casing Height above groun~, Ft:.flk!4,
Elev.* Top of Casing, Ft. (Gnd Elev +Casing Height):,~,.~4 =Datum
- TEST ID: I-A'?*4g;) ~
?> Test length:
't.5 Test Section Depth (from Datum): From f.\\Q, 4tA To 9 S.~~
(A} Depth to \\/Yater Table From Datum, Ft: 4Y,.2.(,.
TestWaterTem'p:~
Baro Pressure, sl:., 4"3, WeLt.. IVArlli'~t 'Tar.M.P
~
(B) Surface Gagli!f Height Above Datum, Ft. ~4 Depth to Center of Test Interval From Datum, Ft:
- 9 to.
~.-... --.. *--cc)D1ilt1:\\11oo Waterrametoeem:er oflesf!nterval Fd~tatlc water pressure at center"' (C*62.4/144) + Baro =
94 MAXIMUM TEST PRESSURE, Po= ([MB"1] + 0*0.57) [Po= :J 4 I Test Pressure sequence:" 1/a Po, 273 Po, Po, 1/2 Po, Po Po Values: 1/3 Po = ~;
2/3 P9= ~;
TE:ST NO. ~?-42U' Sequence No.
A Transducer Readings Before Packers Inflated: Top Transducer Readings After Packers Inflated: Top Sequence ID; A
B C
D E
1/2 Po"
~3 Add Appropriate Po value to static pressure at center. of test Interval Planned Center Pressure: --:5.::...9:;,:._ __
R.-~.3.<:\\.; Middle, 2\\. 80) ; Middle
~**,A~
- 4~,.*n~
- Bottom:
~ \\ *, '5 ~ : Bottom:
}3.~9.
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'l. \\-*
SsG:~UENCE A FLOW METER READING, Gallons Middle
- Time, FLOW,gpm
- Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
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DOUBLE PACKE!R BORE!HOLE PERMEABILITY TEST DA1"A SHEEr AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME: Clinch River SMR Project JOB _NO. 6468-13-1072 DATE: 'jt * '!I* /3 Baring Noh'\\P~4e/e. '
Boreho!eDiametet, ln.:*3,5 Total Boring Depth, Pt.~¢_
Grid Elev, Ft: 3<:>~~ (/J
- Casing Height above ground; Ft:M4
.Elev.,Top of Casing, Ft. (Gnd Elev +Casing Helght):1~~A4 =Datum
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- t.5 TestSectlonDepth(fromDa.tum): From ea.4A To 9S,';l~
Test Water Tem'p:.J'!JL... Baro Preasure,~si<J1 t"' ~
(A} Depth to Water T.able From Datum, Ft: 4 ~~ Z,£..
(B) Surfaoo Gag~ Height Above Datum, Ft.~
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--*-*-----*-~(C}DI$tance Water Thl:lleto"Center of lesr!nterval Ft.- 4-~tatlo water preesure at center"' (0*62.4/144) + Bare =
- Q!\\
MAXIMUM TEST PRESSURE, Po= ([A+8*1l + c*o.57) [Po::: g 4 1 Test Pressure sequence:" 1/3 Po, 213 Po, Po, 112 Po, Po Sequenoo ID:
. A 8
0 D
E Po Values: 1/3-Po = ~;
2/3 Po"'~; 1/2 Po= o':l-Add Appropriate Po value to atatlcprassure at center.oftesllntetval TESI NO. f<J\\P*4ZU. '3 Sequence No.
'B Planned Center Pressure:
8o lransducer Readings Before Pa~ckers Inflated: Top *
- a.¢, 3 4. ; Middle Transducer ReadlngsAfier Packers Inflated: Top
- 21, e ':>
- Middle
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')-~ ;)\\$ : Bottom:
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Middle
?,3.$$
'38,9S
- nme, FLOW, gpm
- Transducer Surface Gage Pressure, psi Minutes Reading, pei Initial Final Difference
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I DOUBLE PACKER BOREHOLE PERMEABILITY TEST PAT A SHEET
'AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
'Page 1 of2 PROJECT NAME: Cllngh Rlyer SMR Project JOB _NO. ~68-13-1072 DATE: '9 *"a!* /'3 8orlng Noi'!\\P*4f,~ '
8orelhole Didmeter, ln.:*3.8 Total Boring Depth, Ft. '?>~
. Gnd Elev, Ft: 3~~, ¢*
. Caelng Height above ground, Ft:M4.
E!ev,,Top ofC~slng, Ft. (Gnd Elev +Casing Height): 1~':>.~.&\\ =Datum
- TEST ID: t-.\\?*4Z3_:_E:l Teet length: __3.,* 5 Test Section Depth(from Datu~): From 8!t.4A To 9'!>.'~4 (A~. Depth to Water Table From Datum, Ft: 4 <.P/2.£..
(B) Surface G~g~; Height Above Datum, Ft. l. 9-'\\.
-*-- --- **--wrol~tm'!C6WaterTiiPietO'Center ofTeaflnterval Ft. 4~~ Stailcwater pressure at center= (0*62.4/144) + Baro =
'Q4 MAXIMUM TEST. PRESSURE, Po= ([A+B"1J + c*o.57) [Po=. 9 4 1 Te<~t Pressure sequence:= 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A 8
C D
E 112. Po=< 1>3-Add Appropriate Po value to static pressure at center. of lest interval Po Values: 1/3 Po = ~
213 Po::: A 3 :
TEST NO. tJ..?*4?H. ~ Sequence No.
C..
Planned Center Pressure:
\\ (/) B Transducer Readings Before Packers Inflated: Top 2..¢.'34. ;. Middle
- 1!*(~4~
- . Bottom:
].3."!>$
Transducer Readings After Packers Inflated: Top
- 2.\\
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FLOW METER READING, Gallons Middle
- Time, FLOW,gpm
- T ransduoer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference "f.56!(f>IJU{ /ioJC~<'I'4'$4':')
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DOUBLE PACKE~ BOREHOLE PERMEABILITY TEST DATA SHEET
- AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
'Page 1 of2 PROJECT NAME: Clinch River SMR Pro!ect JOB NO. 6468-13*1072 DATE: :f * 'a I* I' Boring NoMP~4t3 '.
Borehole.Didnieter,ln.:*3,8 Total Boring Depth, Ft. ?>'it¢_
Gnd Elev, Ft: 3C3>~, ¢**
. Casing Height abow ground, Ft:~.
Elev.* Top of Casing, Ft. (Gnd Elev +Casing Helght):1~';).~4 "Datum *
- TEST 10:1"-?*42..~ 'a ?i *Testlength:
j-.5 (A}' Depth to Water Table FI'Om *oatum, Ft: A <.P.Z.<...
(B) Surface Gag~, Height Above Datum, Ft..L~
Test Section Depth (from Datum): frqm ee.4A To 9C5 *.,A Test Water Tem'p:~ Baro Pressure, psi~ ; 4 ~
IMcai..L 'idAi!"o'/2. Tt$MP
(.o' us.~ c.~
Depth to Cen.ter of Test Interval From Datum, Ft:
'z., 1' 4~*~-....------,---;=:::-:-;';-:-:':---;:;c---~~-,r;------*---
--**~-**-(c)-ol'stance Wllter Tli.olel<fC'EifiterofTesflnterval Ft.
- ... -;~ ~
- tatlc water pressure at center"' (C*62.4/144) + Baro "
'04.
MAXIMUM TEST PRESSURE, Po., ([A+El"11 + C*0,67) [Po"' 9 4 ] Test* Pressure sequence 71 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Po Values: 113 Po"~; 2/3 Po"~:
Sequence ID:
A B
0 D
E 1/2 Po= '!>>'3-Add Appropriate Po value to s!atlc pressure at center.oftest interval TEST. NO.IJ..P*4Zl1 ?J Sequence No. _C=-~ Planned Center Pressure;_\\~(/;;::.'....::*"&:;:,___
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DOUBLE PACKER BOReHOLE. PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
'Page 1 of2 PROJECT NAME": Clinch River SMR Protect JOB.NO. !:1.4~8.. 13*1072
. DATE: jl* :§!
- I' Boring No~P**4t:?> '
Borehole Dla'metet; ln.:*3,8 Total Boring Depth, Ft.~
Gnd Elev, Ft: 3~~, r/J*
. Casing Height above ground; Ft:M4.
Elev ** Top of Casing, Ft. (Gnd E!ev+ Casing Height): 1~~~~4 * ~Datum
- TEST ID:JI\\.~* 423 ~
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(B) Surface G~g~; Height Above Datum, Ft. ~4 (C}'Dtsta!iC6Water Taole"'to'Cai'iter ofTesrlnterval Ft. 4~Stat!c water pressure at center= (0*62.4/144) + Bare"'
34 MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + C*0.57) [Po"' 9= 4 I Test Pressure sequence;= 1/3 Po, 273 Po, P.o. 1/2 Po,.Po Sequence ID:
A,
B C
D E
Po Values: 1/3 Po= 2>S_; 2/3 Po=~; 1/2 Po= '0'3-Add Appropriate Po Vi1!ue to static pressure at center.oftes~ Interval TEST NO. fA?*4?li~ Sequence No. ---'U"""--- Planned Center Pressure: __
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET
'AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
'Page 1 of 2 PROJECT NAME'; Clinch RlverSMR Project JOB _NO. 6468*13-1072 DATE: '=? * ?d* I' Boring NoMP*4Z.3.'
. BorEihole Dldmeter, ln.:.:Q.Jt Total Boring Depth, Ft.~
Gnd Elev, F.l: 3~t;) 1 (jJ *
.. Casing Height above ground, Ft:~.
Elev.,'fop of Casing, Ft. (Gnd Elev +Casing Height): 1 ~~A 4 =Datum
- TEST ID: I'A.~*42.') * ~ § Test length; ~5
__ Tesl Section Depth.(from Datum): From 88.44 To 9S.':>4 (A} Depth to \\,t\\Jater Table From Datum, Ft: 4 Y.Z,(..
(B) Surface G~g~ Height Above Datum, Ft.~
TestWa!erTar'(ip:~
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Depth to Center of Test Interval From Datum, Ft:
,oz., \\ <>
*-(C)'DtStance WaterTal51etO'Cei'iter of Test' Interval Ft. 4~tTc water pressure at center= (C*62.4/144) + Bare =.. 'Q4 I.
MAXIMUM TEST PRESSURE, Po"' ([A+El*1J + C*0.57) (Po.=: 14 I Test Pressure sequence ;o 113 Po, 213 Po, Po, 1/2 Po, Po Sequence ID:
A B.
C D
E Po Values: 113 Po=~; 21:3 Po=~; 1/2 Po"' D '::\\.
Add Appropriate Po value to staUc pressure at center. of test fnterval TEST NO. b\\T'*4t'U ~ Sequence No.
S Pla.nned Center Pressure:
l C/> ~
Trans~ucer Readings Before Packers Inflated: Top
~ C/>. 3 4. : Middle pi; A-c.) :. Bottom: ___ll~5L Transducer Readings After Packers Inflated: Top
. z /, a"';> ; Middle
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s E:G::lUG='NC.~
FLOW METER READING, Gallons
- Time, FLOW,gpm Minutes
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- Borehole.Dironeter, ln.:*3.8 Total Boring Depth, Ft. ?>~Ct>
- TEST ID: M~\\4~~ it ~ Teat length: -
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- From Preliminary Boring Layout Survey Fom1 Approved for'use.on Clinch Rlve*r SMR Project" J. A. Tic;:e, Technical Lead Clinch River Data Report Rev. 4 CRP*1112.16 Page E.3*514 of 515
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