ML19030A962
| ML19030A962 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 01/18/2019 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2 | |
| Download: ML19030A962 (50) | |
Text
MP*418A Zone 2 6.. ****"*~--.. *--*.. *****-***** *~---*-*-****-**-***-* *-*******-****--****--**-* ***********.. -............................ _..,_.. _,,_,_,_..,................................ -.. ---*
.. ***~---*-***" *'****
5 +-----------~~-------------------~------------------------------------
14.
:-*----~
-:-----*-------***-*-------*-------~**---.--*
tJ*
eo:
~ 3..... ____........................................................................................................................................................................................................................................................................................................................................................................................................
t:
0
............ _,.,_................................. -... -... -~----t--~*
o.o z;o 4.0 6.0 8.()
10,0
-1/3Po Elapsed Time (minutes)
MP~418A Zone 2 2.5.,......--*------
o.o 1.0 2.0 3.0 4.0
--o-2/3 Po Elapsed Time [minutes) 12.0 14.0 16.0 18.0 20.0 Notes: Yost pressure approximately 1/3 of the maximum test pressure (Po], Flow rate typically measured over a 30*second lntetv<il, 5.0 6.0 7,0 8.. 0 No test Test pres~1.1ro npproxlmntely 2/3 of tho maximum test pressure (Po), Flow rate typically meas1.1rcd ovor a 30 second lnt(lrval.
1------------------------------~-*---*
Prepared by /Date: _
_,_K-=--.._,1-1 r"\\-L:"A'"""'I-'-/W-Jt+r-1 C-~-o(
-r-.
Checked by/Date:JS.;)~_f_L!i:--
Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-251 of 515
- -----***--~-,------------~-----------------*--- *----------,
MP-418A Zone 2 2 *+---.-~
1 '""""'"'"
0.5 0 +--------~-------~----~----~--------r---~-~--------~------,---~~--~
o.o 1.0 2,0 s.o 4.0 5.0 6,0 7.0 8;0 Elapsed Time {minutes)
- --Po Notes~ Test pressure approxJrnateJy.nt the maximum test pressure (PO). Flow rate typfca'lly measured over a 30 $Gcand Interval.
MP-418A Zone 2
~ 1.S +----~-------------~*
E JS
~
~ l.
o.s
- 0 +----------~ *----------4----~------t-----------~*
o.o 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 1/2Po Elapsed Time (minutes)
Notos1 Tast prossllrO approxhYlntoly 1/~ of tho maximum tost pros sura (Po),
Flow rate typlcallymensurcd over n 30 second lnteNol,
~-----*-----~~-----
Prepared by/Date:
tHL~ YJIIZ Checked by/Date: i
~t-J !11~ ~-
Clinch River Data Report Rev. ~RP-1112.16 Page E.3-252 of 515
r-------*~*-------*----~--**.. -*--**---***--**---
MP~418A Zone 2 415 "...,~_................................. ~................... _...................... ~................................... ~..... ""'."""""""'"""*~*~*******"'""""""-*--****"""""""'"':.................................. _.,,.......................................................................,_.....................,,,,,,........ ~.... -...........................
a.s. ----~--*--*--
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8
~2.5 4-----~--------------~-------------------------------------------------~
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--Po Prepared by/Date:=' 1{/;f:/'t Checked by/Date:
_\\;J--.:_ __ 4-k--
Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.3-253 of 515 3.0 Elapsed Time (minutes) 4.0 5.0
6.0 Notes
Test pressure aP,proxrmately at the maximum test pressure (Po), FlOw rate* typically measllred over a 3!1 $Cicond Interval,
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
.Page 1 of2 PROJECT NAME: Cllncb River SMR Prolaot JOB.NO. 6468*13-1072 Boring No.tv\\f'" 4W9~
.Borehole Diameter, ln.:S, e Total Boling Depth, Ft.l~
Gnd Elev,Ft: ~
Oaslng Height above ground, Ft: I~Z?-
Elev. Top of Caslhg, Ft. (Gnd Elev +Casing Helght):812, '63: :.:Datum
~~
. TEST IO:N\\V'* 4\\'0/.~
Test length:
":l,~
Test Secti~n Depth (from Datum): From 14ltJ. ~/{ l'o.J.hll (A) Depth to Water Table From Datum, Ft: 5 ¢~8 (B) Surface Gage Height Above Datum, Ft..1...t.5St>
Test Wa.terTem.p: +'1 "p saro P~;essure 1
~sl: 1 ;~ ~'-"
'v...lt:J;t..L.. w"'-n.r/Z ~
- C... I tt:! ( *sec Depth to Center ofTesllnterval From Da~um, Ft:
- J44. ¢ '2..
{C) Distance Water' Table to Center of Test Interval Ft. 9:,; ~LI.
Static water pressure at center"' (C*62.4/144) + Baro "'
5'5
.MAXIMUM TEST PRESSURE, Po = ([A+B*1.) + C*0.57) [Po"'* t ¢~
- j Test Pressure sequence;= 1/3 Po, 213 Po, Po, 1/2 *('o, Po Sequen~ lD:
A B
C D
E Po Values: 1/3 Po" _B2_; 2/3 Po= -~:
.1/2 f'o=
- S '3 Add_Appfoprlate PC? v9lue to staUQ pressurr;~ at ceoter_of test !ntetval..
- s~
TEST Nd, MP~ 4\\'P!l; Sequence No.
A Planned Center Pressure:
9 ~
Transqucer Readings Before Packers Inflated: Top f2. ¢. p'~. ; Middle. 54,*~¢ :. Bottom:
'54, (/)I Bottom:
58, ltS 5e, ~~~
Transducer Readings After Packers Inflated: 'lop MP-4t~A
- ze S eG:>ut=:/o-ICG' A FLOW METER READING, Gallons Middle
'Time, FLOW,gpm Transducer Surface Gage Minutes Read\\ng;psi
- Pressure,-psl Initial.
Flmil Difference REMARKS d>8\\ 4~\\IJ!f{l l B 'i-Bt&
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OOUBLE:i PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
.Page 1 of2 PRCfJECT NAME: CllnQb RlverSMR Project JOB,NO. 6468-13-1072 DATE: :':f-i!!.l ~ J3
. Boring NoM?~ 4\\~~. Borehole Dtar'r\\etec,ln.:3.e Total Boring Depth, Ft. -;>e(b Gnd Elev,.Ft:~
- Casing Height above ground, Ft: /~ 29-Elev. Top of Casing, Ft. (Gnd* Elev +Casing Height): 8 lZ ~ 5~r "' Datum
~~
. TEST IP:~~ Test length:
- 3. ~*
Test Sect!~n Depth (from Datum): From 140, :0 'f To..JA3:..TI (A)
Depth to Water Table Fro~ Datum, Ft:_ '5¢. \\8
- (B) Surface Gage Height Above Datum, Ft.~
(C) Distance Water Table to Center of Test Interval Ft. '3 '0, ~L\\
Test Wa.te.r Tem'p: +1 "F Baro P~essure 1
psi :~\\~<..,.
\\Jer..L WA.Ti'Sr<.~
. (,! 1= (.:S,j?t_C.;-
Depth to Center of Test Interval From Da~um, Ft:*
i44. C/>Z.'
Statio water pressure at center= (C*62,4/i44) + Baro "
5:)
MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + 0*0.57) (Po= 1 ¢";'> j Test Pressure sequence.;- 1/3 Po, 2)3 Po, Po, 1/2 Po, Po SequenCE) ID; A
B C
D E
Po Values: i/3 Po"~
- 2/3 Po:;:~; 1/2 Po=
- S *3 Add Appropriate PC? value to static pressure at center o~ teet Interval
- ?
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TEST NO. MP~ 4\\f)jl;, Sequence No.
- a Planned Center Pressure:
I z*s TransducerReadlngsBeforePackerslnflated: T~p~/;(Z).:z;~.: Middle.
54.~¥;5:' Bottom:
'58, L'5 Transducer Rea~lngs After Packers Inflated: Top
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. FLOW ME:TER READING*, Gallons Middle
'Time,.
FLOW, gpm Transducer Surface Gage REMARKS Minutes Reading, psi
- Pressure, *psi Initial Flnal Difference 132fitfll ;.J
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bOUBLE PACKER BOREHOLE PERMEABILI'TY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
.Page*1 of 2 PRC?JECT NAME: Clinch River SMR ProJect JOB,NO. 6468"13*1 072 DATE: '::f-Z.l.. 13 Boring NoM?~ 418/l.
Borehole Diametar, tn.:3.e, Total Boring Depth, Ft. 'Q&Cb Gnd Elev, Fl:~ *
.
- Ca~ing Height above ground, Ft: /. Z? *
.. TESTIO:Iv\\V'~ "t\\St.~ ~'fest length:
Elev. Top of Casing, Ft. (Gnd Elev +.Casing Height):8l?.: '63= = Datum
"::f.'S Test Sectl~n Depth (from Datum): From 14¢,, iC;i To \\ l\\ "t...U (A)
Depth to Water Table From Datum, Ft: 5¢~ \\8 (B) Surface Gage Height Above Datum, Ft.l..Sit>*
. Tj>St W.qter Temp: +1 ~p Baro Pressurel psi: I r
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- 144. ¢ Z..
(C) Distance Water Table to Center of Test Interval Ft. C?l'?.>,~~
Statlcwaler pressure at center= (Cw62.4/144) + Baro"'
5S MAXIMUM TEST PRESSURE, Po"' ([A+S*1) + c*o.57) [Po"' t ¢?'5 J Test Pressure sequence;> 1/3 po, 213 Po, Po, 1/2 Po, Po Sequence !D:
A B
C D
E.
- ro Values: 1/3 Po=~;.2}3 Po::...3:.¢.....; 1/2 Poo
'5 3 Add Appropriate P~ value to static pressure at center oftest Interval _
.. a~
TEST No, MP~ 4 \\S.b.. Sequence No.
C.
Planned Cente~ Pressure:
J <b{j).
Transd{Jcer Readings Before Packers Inflated: Top Z. ¢, 2.?,. ; Middle 54, *~¢ :. Bottom:
58
- L 'S Transducer Readings After Packers l'nflated: Top
~
(/:>, z4 ; Middle 54-I <A! : Bottom:
58, '3'1 M p... 4t8A. Z((;
S t=: fQ u t"" HG!:f_ c.
FLOW METER READING, Gallons Middle
'Time,.
FLOW,gpm r*ransducer Surface Gage REMARKS Minutes
- Reading, psi
- Pressure, *psi Initial Final Difference
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- ~~8 Form. ReJJ o " Reviewed by ~
11.,../" /1 J
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCIURE, INC. .Page 1 of2 PRqJECT NAME: Clinch River SMR Project JOB,NO. 9468-13-1072 DATE:._:11-Z.j ~ 1"3 Boring NoM?- 4\\~1\\
- Borehole Dlar'lleter, ln.:.i,§_ Total Boring Depth, Ft. 3R/.b
~nd Etev,Ft~
- Casing Height above ground, Ft: I. 2 7
- Elev. Top of Casing; Ft. (Gnd Elev + Casing Height): 8 12.. ~* 'B:t "' Datum
- -.~
. TEST IO:I:!\\?
- 4\\BA.
Testlength: "j.S TestSeotl~nOepth(fromDatum): From 14C1l.~1 To \\.:\\3-,]'>t (A) Depth to Water Table From Datum, Ft: 5 ¢, \\ ~ (8) Surface Gage Height Above Datum, Ft.lEJZ>
- Test W<~ter Tem.p: +1"'f Baro P~essure psi:. f "h S(...
. \\Jeu.. ~l\\TM ro:M'~
- C.e 1 1=
(1-a,~rr::~ Depth to Center ofTast Interval From Dat.um, Ft::...~4.¢'2.. (C) Distance Water Table to Center a nest interval Ft. 9':>.~.!\\ Static water pressure at center= (C"62.4/144) + Baro" 55 MAXIMUM TEST PRESSURl:, Po"' ([A+B"1]+ c*o.57) [Po"' t ¢"5 l Test Pressure sequence;" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po SequenCiliD: A B C D E Po Values: i/3 Po"~ 2/3 Po=...3:.¢....; 1/2 PQ:ol
- ? 3 Add Appropriate P9 value to sialic pressure at center of test Interval TEST NO. f.AP~* 4l*'6~~uence No,. '*p-. Planned Cen.ter Pressure
I ¢B TransducerReadlngsBeforePackerslnt!ated: Top 2¢.6}3; Middle 5'4.~(4L ~ottom: 58, l'5 TransducerReadlngsAfterPackers Inflated: Top R¢d~.4; Middle '54,¢L : Bottom: 5'8; '31* M P~ 418A. 2£. S B'GHA >:J...!Ci'? 'D FLOW METER READING, Gallons 'Time.. FLOW,gpm Minutes Initial Anal Difference _¢9 L I"C'.. l t/Jt:/J l88 18_ (2')~1 lZl '?J{j) \\.l'Q~lS .tra 8tH ¢ cb
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- r=rom Preliminary Boring Layout Survey Fom1 Approved for'Use on Clfnch RIVerSMR Project -J. A. lice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-257 of 515 Middle Transducer Surface Gage REMARKS
- Reading, psi
- Pressure, psi teo;, cA 8~
'1!3 e-c;, { (.) i~~!:JW t;J IS ce t!fM u . 71¢ - 14'5,G<tJ lL\\1,$(/) '-~l¢ -{ 'Plf'CIZ.&r.Mtr J
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- z~,z5 Form Rev 0- Reviewed by
- S JL I""(~~ (i 1
DOUBLE. PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PRC?JECT NAME: Clinch River S.MR project JOB Nb. 6468-13-1072 Borlng NoM?* A\\8h.
- Borehole Diameter, ln.:3. ~ Total Bonng Dept~, Ft. 3:Rt(b
.Page 1 of2 oArE:':".f-;<,l M n Gnd Elev, Ft: ~ Cash'lg Height above ground, Ft: /. 2 7" ~~ . TEST IO:t-:6 \\"- 4VQ.D>. Test length: Elev. Top of Casing, Ft. (Gnd Elev +Casing Height):$ I '2. ~ 'B3= "' Datum 3.S Test Secti~n Depth (from Datum}: From !t.\\fZJ. ~/t To \\ 43-.':F:C (A) Depth to Water Table Frof[l Datum, Ft: 5(/:>, \\8 (8) Surface Gage Height Above Datum, Ft.~. .. Tllsl Water Tem'p: +i cp Saro P~essurel psi~'?,(., 'vJ cELL V-/ A. Tel?..~ . (, ! 1::: ( <;,{).,_._ / Depth to Center ofleet lnteJVaJ From Dat_um, Ft: 144, ¢'2.. (C) Distance Water' Table to Center ofT est Interval Ft. ~~.f>l\\ Static water pressure at center"' (C~62.4l144) ~* Baro = 5'5 MAXIMUM TEST PRESSURE, Po"" ([A+8*1] + c*o.57.) fPo = t ¢l5 ] TesfPressure sequenee"' 1/3 Po, 273 Po, Po, 1/2 Po, Po SequeneeiD: A B C D E.. Po Values: *1/3 Po"....BJL: 2/3 Po=: 3.¢_; 1/2 Po"' ':5 '3 _ A~d A~propriate P? value to static pressure at cent~roftest lnteryal ~ TEST NO. MP-4\\8~equence No. E Planned Center Pressure: ..l Co(/) Transducer Readings Before Packers Inflated: Top Z. 0.&'?>.; Middle. !.54,:,@ :. Bottom: Transducer Readings After Packers Inflated: 'Top r;_,f.j), U ; Middle '04, (j) I*.. : * * '8ott6m: M P-4-IFiA. 2:~ S e~u =J.4_Cer a FLOW METER READING, Gallons Middle 'Time,. FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi
- Pressure, psi Initial Anal Difference
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- Clinch River Data Report Rev. 4 CRP-1112.16*
Page E.3-258 of 515 _138A5 . ":{(/) !4'2.81 "::'ff/J IF ( I":CJW-M(:f' ) fL. 0'-> /55,')8' 85 I (p~,t:f>3 85 I C.Otfi,f.F:t 8G. I &,(J;, 51/J 8~
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORING: M? ~ 4\\8 A. DATE: '1-~ ~\\ ~ \\ 'b DATA COLLECTED BY: Tow, M ~G11.. 1.../...::r; "'"'. G onOA 'R"O I 'II I > ~-IN TEST.PRESSURE: IJ. b '.1~ \\11 4 I psi . ~ I ~-- SUR.F...ACE.GAGE .A; PRESSURE, psi .\\.)',.., ~..,... " r-~ b. ~/ -<Lc.'- ~.A ~* J --- C"'~ 9-1e,.\\'-\\;) Page 2 . ~t.s (J,uC~I Art}lcit tu 'A* II ~~ 1- ~~A~ <;(JL ' t7-/I6/JJ' CENXER~TR.ANSD.U.CER...--........ PRESSURE, psi ~ ~ ~ ---- ---- EQUIPMENT USED
- .3*~s 8~<...
- Transducers: Mini Trol Serial Numbers: ~8-(:c.
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Surface Pressm:e Gage:. MIJJ**4 f /-/1,\\t.... I-S (Lt. -ll-1 '"')) THERM OME TE. ~ ~ L I"' 2 8 .('7)**1 -I '3) N t T R. 0 C.;(;; N GAt/ c! e: M. \\t../-l.{ M \\f-( - '2.- (S>- {I ~ *1 ~) Barometric P1*obe: I 'Z.-1 ~ IS ( <:., -I Z -I '3) FlowMeter: 83Z..438$ (P115LD ?:.8-n) Stop Watch: L. 2.5l.a ( e,;,... \\ ~ L l ~) Date o~ Calibration: "P A R-w t-.J Ytl r,; Sl s.
- Calibration due:
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ExcEL; (L J ~C/Jl3- (/J'f - 2/ ct_~.. <X>~. *~4. Set> ~*'2(-L;, To*o 1<:.. VEi'R.."/ Ll 'lrLG Form Approved for Use on Clinch River SMR Project* J. A. Tice, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-259 of 515 /04 7GJ2.. Form Rev 0- Reviewed by ~:)2...,~/I' hJ
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 I B-Surtace Gage He1ght (n) IMax Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi) Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 . Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance)) Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections lengtn ot sticKup above 1 oc (tt) I 195.16 99 163 54 109 82 Genter 1 est Pressures (psi) 153 208 262 181 262 13.29 21.12 235.48 11.15 17.96 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-260 of 515 1nt1at1on Pressure (psi) 203 258 312 231 312
- Test Date Prepared By Checked By
~~----
Clinch River SMR Project Double Packer Borehole Permeability Test Data Sheet AMEC Environment & Infrastructure, Inc. AMEC Project # 6468-13-1072 Boring: MP-418A Zone; Z3 240.0 feet to 247.5 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) 16:13:30 0.0 99.45 16:22:30 0.0 16:14:00 0.5 no readlno 16:23:00 0.5 16:14:30 1.0 128.15 6 16:23:30 1.0 16:15:00 1.5 122.22 0 16:24:00 1.5 16:15:30 2.0 162.78 0 16:24:30 2.0 16:16:00 2.5 159.71 0 16:25:00 2.5 16:16:30 3.0 158.28 0 16:25:30 3.0 16:17:00 3.5 157.68 0 16:26:00 3.5 16:17:30 4.0 156.92 0 16:26:30 4.0 16:18:00 4.5 154.11 0 16:27:00 4.5 16:18:30 5.0 153.63 0 16:27:30 5.0 16:19:00 5.5 153.89 0 16:28:00 5.5 '16: 19':30 ----- 6:0 154:64 0 16:28:30 --~--- 6:0 16:20:00 6.5 154.1 8 0 16:29:00 6.5 t6.:20;3_Q_ -. z.o - -*t5.!1.. 32. 0 _:i6;29_;_3_Q z-Q 16:30:00 7.5 - 16:30:30 - - 8.. 0 1~:00 83 16:31:30 9.0 16:32:00 9.5 16:32:30 10.0 16:33:00 10.5 16:33:30 11.0 16:34:00 11.5 Sequence D (1/2 Po) Sequence E (Po) Elapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time (minutes) Pressure (psi) 154.66 152.52 178.09 178.68 189.63 191.32 190.89 201.63 201.18 196.47 205.06 205.76 211:72 211.69 21 1.19 211.41 212,28 20-8.23 209.06 208.64 208.25 207.97 208.04 207.79 Pressure (psi) 16:50:00 0.0 266.93 17:00:30 0.0. 180.61 16:50:30 0.5 248.28 0 17:01:00 16:51:00 1.0 247.81 0 17:01 :30 16:51:30 1.5 241.11 0 17:02:00 16:52:00 2.0 231.50 0 17:02:30 16:52:30 2.5 214.01 -2 17:03:00 16:53:00 3.0 212.86 0 17:03:30 16:53:30 3.5 206.45 0 17:04:00 16:54:00 4.0 205.70 2 17:04:30 16:54:30 4.5 205.80 0 17:05:00 16:55:00 5.0 192.91 0 17:0!):30 16:55:30 5.5 193.71 0 17:06:00 16:56:00 6.0 183.00 0 17:06:30 16:56:30 6.5 180.21 0 17:07:00 16:57:00 7.0 180.61 0 17:07:30 16:57:30 7.5 180.70 0 17:08:00 16:58:00 8.0 180.38 0 17:08:30 16:58:30 8.5 180.30 0 17:09:00 17:09:30 17:10:00 17:10:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-261 of 515 0.5 180.93 1.0 180.92 1.5 203.03 2.0 208.95 2.5 217.31 3.0 226.35 3.5 239.52 4.0 248.86 4.5 251.87 5.0 252.26 5.5 260.34 6.0 259.50 6.5 258.58 7.0 259.31 7.5 262.09 8.0 262.21 8.5 261.97 9.0 262.45 9.5 261.29 10.0 261.98 Flow Rate (gpm) 2 0 0 2 0 0 0 0 0 2 0 Prepared by: t!.t>r Checked by: ~ - Sequence C (Po) Elapsed Time Time (minutes) 16:37:30 0.0 16:38:00 0.5 16:38:30 1.0 16:39:00 1.5 16:39:30 2.0 16:40:00 2.5 16:40:30 3.0 16:41:00 3.5 16:41:30 4.0 16:42:00 4.5 16:42:30 5.0 16:43:00 5.5 0 - 16:113:30 6:0 0 16:44:00 6.5 0 16:44:30 7;0 0 16:45:00 7.5 _Q -t6A1i_:30.. 8.0 f6:46:0U -8~5 2 16:46:30 9.0 0 16:47:00 9.5 0 0 0 0 Flow Rate (gpm) 0 0 0 0 2 0 0 2 0 0 0 2 0 0 0 2 0 0 0 2 Date: Date: Flow Rate Pressure (psi) (gpm) 208.25 207.77 0 227.05 0 226.51 0 233.53 2 239.82 0 247.42 0 247.39 10 254.41 2 259.78 0 259.49 0 259.85 0 257:38 -
- o 261.73 0
261.75 ------ 0 259.70 0
261.4!L 0 26'1.55 0 264.60 0 262.90 0
MP~418A Zone 3 6~\\---~---~ ':+*~-~-~~~-~~~~-"\\+--~------~--------------~------~----------~--------------~-----~---_-_-_-_-_-_-_-_-_-_-_-_-_-_~----------~--------------~~--~~ ~ J'§ \\ ] 3 -~--*~----------------------~- \\ 2 -r-~--~--------.. ;---~-*"-------------*----.. ------------------.. *----*----------*------*-*-----"*---*----*~-.. -*-.. ----------- .. -----~---------~~---------------------------------.. ---*-.. -----------.. --.. ---------------------------------------- 0 +----------r--~~---r----+---~----------~--------~---+----4-----*-----r--------~ 0.0 1.0 2.0 3',0 -1/3Po I 4.0 Elapsed Tim~ (minutes) MP-418A Zone 3 5,0
- 6.0
7.0 Netas
Test p1*essure approximately i/S oHha maximum test rate typ!<.:ally measured over a 30 second Interval. ~ 1.5 +---1----- E J'§ til ~ J. 1 +-~-r----+----+-*----------l*----------1-+----------~ *------ 0 +----J.---......._-r __ J. ___, _______,~1"*-*!---..lo----v-----........... -*-r--~ -----~-'t---*,.__....,.. _..,...... ________ ~ 0,0 2.0 4.0 6.0 8,0 10.0 12.0 14.0 Elapsed Time {minutes) --2/3 Po Notes: Test r,.ressure approxhn11tely 2/3 or the mmdmum test pressure (Po), Flow """'"'""'"'..,'""'~"""'.......,..,......,..... **.,.,.,_,.,,.~.-..... ~~*""'""-" ......... ~-***nnn~*~on*O*O..*on m*-*~~~.-.*fio""O"o"O<Off............. ~O~~-~*"~--*--:,.,_~n~--*---~~~-~lP..ls.!!!!'i.!!J~.~~!.~n~..2.~!;r.3!.!Q.~.~~2.!}~,!n!.~~~~~O--------*n-*,_..,.....,_,..., Prepared by/Date: Kf 1/);~'1 Checked by/Date: ); ....':ltl).. 't:te* it I. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-262 of 515
MP~418A Zone 3 12 ~---------------------------------------------------------------------------------~-- 10 4 +---------------------------~--~-+------------------------------------------------------- O;O 1.0 2.0 3.0 4.0 5.0 Elapsed Tlme (minutes) MP-418A Zone 3 2.5 6.0 7.0 8.0 9.0 10.0 Nofes: Tad pressure approximately at the maximum test pressuro * (Po)~ Flow rate typleally measured over a '30 second lntervt~l. 1.5 +-------~--------------------------~-+--------------------------------------------- e o.s - -*-*--*---*--**-----*-*--*-----~----... -... ----*----*-****............. _.......... ~~--.. ------*-------*---------.. *-*-.. **-----**-~*----.. -~-~.. - ~ ~ 0------- ~ -0.5. - ---~***.....,.--.,.....-*~*--*-~*"~.............. ---*.. **o-*~--~-............ -~... -...... -...-................ _,_, __... __ ~**-**--------.. -~*-~--*p ____,......,...,.,._,,_...... ~.... _._.._~,**-*-*....--...... ~................,_.,_.,,...........................,.. __.... __, -1.5....................................................................................................................................................................................................................., __, __,_,,_,......... _..............................................................,.....................,,..................................,................,...............,................ -2'................ _,_,..,................................................................. __ .. _............................................ _....... __________,, ___, ___ ~_,,,..... -......... -....................... _.., __,................ - -------"""""""-'""'
- 2.5.. --------.,........... -------,.--~--........,,.---
0.0 1.0 2.0 3.0 ~,_*1/2 Po Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-263 of 515 4.0 5.0 Elapsed Time (minutes) G.O 7.0 8.0
9.0 Notes
Test pressure apf)roxlmatoly 1/2 ofthe maxlrnutn test pressuro ('PO). Flow rntQ typically mcnsured aver a 30 second h1terval.
MP~418A Zone 3 2.5 T"--------------------*-----------------------------------------------------------*------ ~ 1, 5 ".............,................................................................................................................................................................................................................................................... '"'"'...................................................,,,,,......................................... ~..................... e ~ 1J. 0: ~ 0.5. -----*-~-----* ----- *-*--** _____..,,..:..-_________ --*--*--**--*----,----1...-..--*----*----**-** o............ -~------_...--4***------**-U............,................_ __ ....J_.... -.*,.............. J............,................................,--........ ~o.----ll.... _._. 0.0 2.0 4:0 6.0 8.0 10.0 12.0 ............._Po Prepared by/Date: __ t 7 H"t--L_. _lf-I,Ai'-'~jj__l,-lt( __ Checked by/Date: _ _;_)A7Q,...,~rJ_..._, .. 9/.u..
- .!o:sz:0.p~:u:.-_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-264 of 515 Elapsed Time (minutes) Notes: Test. pressure apprOximately at the m~;~xlrnlfm t'est !lressu!"o'{Po), F!ow r<~te typlco.lly measured over a 30 se<fond lhtervol.
( ( DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: CllnGj1 River SMR PrQi§.Q! JOB.NO. 64§6*13-1072 Boring NoM?~ '"\\\\8~
- Borehole Diameter, ln.:3.e, Total B~ring Depth, Ft. '3R/,b Page 1 of2 DATE: "::/- V) ~ /'3 Gnd Elev, Ft:..fl!.1&
- Casing Height above ground, F!: /. Z '7f Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): a I Z,' '63- "' Datum TEST!~:/:(\\?* 4\\?.:.1~ e¥est length:
~.s_ __ Test Sectl~n Depth (from Datum): From i?;:4 \\, ~ '1-To __f248, J t (A) Depth to Water Table From Datum, Ft: 4 9, '0(. (B) Surface. Gage Height Above Datum, Ft. I, 4 2. Test Water Temp: :r *1-:;> Baro Pressure, pal: 14' '3 'Z tM<et.-t... tclM.i!L i""<<A,,..~F ( I "S.40"C) Depth to center.ofl'ast Interval From Datum, Ft:* '&4'5\\IP7.. (C) Distance Water Table to Center ofTest Interval Ft..1.:31.. ?!1_1(., Static water pressure at center"' (0*62.4/144) +Sara= Sl'9 MAXIMUM TEST PRESSURE, Po=< ([A+S*1] + 0*0.67) iPo 0. ( (o?, l Test Pressure sequence:= 1/3 Po, 2.13 Po, Po, 1/2 Po, Po Sequence JD: A
- B c
- o E
Po Values: 1/3 Po= __5A_: 2/3 Po~...J..!P.2_; 1/2 Po"' 8 ;?_ Add Appropriate Po value to static pressure at center oftest (nterval ~.-~ TEST NO. MP:* 41'0/l.. SequenCe No. _.J;;Ao..L..._ Planned Center Pressure: I?*;) Transducer Readings Before Packers lnftated: Top /8, G.. 9 ; Middle 98, @CZ
- ' Bottom:
/(/J (,8]: Transducer Readings After Packers Inflated: Top f B '~ \\ ;
- Middle 9 9 ' ?!p : Bottom:
I ~L;? (.. M P~41~A . 7-. ~ S e o u~-=J..JCG' A FLOW METER READING, Gallons Middle 'Time, FLOW, gpm Transducer Surface Gage . REMARKS Minutes Initial Flnal. Difference \\lt>\\ \\"'~:'.>\\ ~tfl \\8,'~lA ~t\\ \\ 'B*":\\Co~. ~~ ~ H.. \\ ' \\L\\\\.~IP l e'~Co4.\\ l 2> '::tCc+ ~
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'77ei>lt->5 l(/J I 'J"f 'ToP /Je/I.US J8.,'11 Form Rev 0.. Reviewed by sfl-I""//' /()
- DOUBLe PACKER BOREHOLE PERMEABILITY TEST DATA$HEET AMEC ENVIRONMENTAL & INFRASTRUCTURE,-INC,.
Page 1 of2 PROJECT NAME: Clinch Rl'mr SMR Project JOB.No. 64Be*13-1072 D,Att:: "1-RIA~ I '3 Boring Notv\\r'~ 4\\?.:,f,'). Borehole Oiameter,ln.:3.e. Total Boring Depth, Ft. 3&¢. Gnd Elev,FI: 1i.!..1.Je.
- Casing Height above ground, Ft:/. 8?
Elev. Top of Casing, Ft. (Gnd Elev +Casing Height):~~"' Datum lEST 1~:~?- 1\\Vo/.')... e fest length: 3*'? TestSec\\l~n Depth (tfom Datum): From i?.J!"t\\,1?.,"1-To p48,J. 't (A) Depth toWater Table From Daiurn, Ft: 49,eG. Test WaterTem'p: ::t 6~ Baro Pressure, psi: 14 3 ~ lt-le'-c.., !UA7't~r...t '1(;;~-o,.. ,G.<'P "F ( I '5,4(t:) *c) (B) Surface Gage Height Above Datum, Ft. I
- 4 '2.
Depth to Center ofT est loterval From Dat.um, Ft:* &4'3\\!'/!"Z.. (C) Distance Water Table to Center ofT est. interval Ft. ~I(., Static water pressure at center" (0*62.4/144) + Bare" 99 I MAXIMUM TEST 'PRESSURE, Po= ([A+B~1]*~ 0*0.57).(Po;,.. I(,~ 1 Test Pressure sequence ;o 1/3 Po, 213 Po, P<l, 1/2 Po, Po Sequence ID: . A
- B C
D E Po Values: 1/3 Po':'..fifL.; 2/3 Po:-.:~; 1/2 Po;, 8Z... Add AP,propriate P~valueto etatlc pressyre atcenteroftestfnterval. TES~ -NO. MP-4\\b~;quence No. B Planm~d Center Pressure: R,(b$ Transducer Readings Before Packers lnOated: Top { 8, G, 9 : Middle 98, ¢9: : Bottorn: I(/) (,81-Transducer Readings After Packers Inflated! Top MP~4l8A
- Z ~
S !Ec.>I..ME~CC? B FLOWMETER READING, Gallons 'Time,,
- FLOW, gpm Minutes lnlllal Final Difference
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DOUBlE PACKER BOREHOLE PERME!ABIUTY TEST DATA SHEET AMEC ENVIRONMEN"f:AL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Plincb Rlv~r SMR ProJect JOB :NO. 6468-13-1072 DATE; 1-Z -z.. (C) Distance Water Tabla to-Center ofT est interval Ft. ~_!(a Statio water pressure at center= (C.62.4/144) +Sara = 9'9 MAXJMUM TEST PRESSURE, Po= ([A+B*1] + 0*0.57) [Po;. l (, 3> ] Test Pressute sequence:= 1/3 Po, 273 Po, Po, 1/2 Po, Po Po Values: 1/3 Po=~; 2/3 Po=~; 1/2 Po= Sequence ID: A
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DOUBLE PACKSR BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. PROJECT NAME: CllnohR!ver SMR Ptolect Boring NoM?"' A~~!\\ Borehole Diametet,ln.:3,B Total Boring Depth, Ft. ;)fij(/> Page 1 of2 . ~ ";l/'A l'"l DATE: **r-Mf!" Gnd Elev, Ft $I !.to
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL.& INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Project JOB.NO. 6468*13-1072 DATE: 1- ?Jh ~ I '3 Bor!ng No 1-!\\ ?- 4~ '()/.\\..
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bOUBLE! PACKBR BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch Rtver SMR Projeo! JOB.NO. 6468-13-1072 Boring Notv'w* ~ A~~/),. Borehole Diameter, ln.:S. e iotal Boring Depth, Ft._]_~ DATE: :J - '?i,/J *** I "3 Gnd Elev, Ft: ~ Casing Height above ground, Ft: /. 2 7- ' Elev. Top of Casing, Ft. (Gnd Elev+ Casing Helght):81Z, ?it= Datum e~ TEST ID:N\\?- 4\\'01.~ Test length: "q,,S Test Section Depth (from Datum): From i?.AV~* 1-To ;?48, 'f i-(A) Depth to Water Table From Datum, Ft: 49,B(.. (B) Surface Gage Height Above Datum, Ft. I. 4 2. Test WaterTem'p; *:rtl-*r-Baro Pressure, psi: /4 * '3 "Z t<le~.-~.- t<)A-rortt. -red'",._,,. ~P. ( 1 -o.4<<0 *q Depth to center ofT est Interval From Dat.um, Ft:* ?..As-. <ll c.. (C) Distance Walf3r Table to Center of Test Interval Ft.. ~If., Static water pressure at center::: (0*62.4/144) + Baro = 9<3 0 MAXIMUM TEST PRESSURE, Po"' ([A+B*1] + c*o,57).[Po;, I(,;, p ] Test Pressure sequence:= 1/3 Po, 213 Po, Po, 112 Po, Po Sequence ID: A
- B
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,I DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE!T AMEC ENVIRONMENTAL & INFRASl'RUCTURE, INC. PROJECT NAME: Clinch River SM~ JOB.NO. 6468-13-1072 Boring Nob'\\?? ~~8A. Borehole Diameter, ln.:lJ;L Total Bortng Depth, Ft. 3R,(b Page 1 of 2 DATE: 7:1-Z/J ~ 13 Gnd Elev,Ft: ~ Casing Height abova ground, Ft: /. G 7-Elev. Top of Casing, Ft. (Gnd Elev + Casing Helght):8l2.: C'ly "' D~tum 'if TEST lD:N\\?* 4Vol.~ Test length: ~, S Test Section Depth (from Datum): From ~.;4 \\, ~ 1-To ZA 8, *q. ":f (A) Depth to Water Table From Datum, Ft: 49,6(; Test Water Tem.~;.3..1:::(-' Baro Pressure, psi: 14 ("j 'Z v..l~t-1,.. ~M*i,z. 'f[;:;....p ~r-* ( 1'5.4~"C\\ (B) Surface Gage Height Above Datum, Ft. M.J. Depth to Center ofT est Interval From Datum, Ft:* &45', Iii'-. (C) Distance Water Table to Center Of Test Interval Ft. ~{(.., Static water pressure at center= tc*e2.4/144) + Baro"' 9.9 MAXIMUMTEST PRESSURE:, Po= ([A+El*1] + c*o.57) [Po;, ! {., '2 j Test Pressure sequence :o 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence 10: A E\\ C D E Po Values: 1/3 Po"....:'ifL; 2/3 Po~ I ¢9 ; 1/2 Po" 8 K.. Add Appropriate Po vali-Je to static presSLire at center of test Interval TEST NO. MP-4\\'P~Sequence No. _.::::6=---- Planned Center Pres1lure: -.:...R-"-<.,=*...;;:'C."'--_ Transducer Readings Before Packers Inflated: Top /8, *G.> 9. ; Middle ~ 1 ¢ '7. : Bottom; Transducer Readings After Packers Inflated: Top. I BJ '":/) Middle * '~ 9, 2¢ Bottom: I¢ f,8 J:. /(111, 9(.. M_f-4J.BA 'C,. S ISt!JUr::::f.fCG e: (_ ) c () 1*"'/' I I;). FLOW METERREADING, Gallons
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. FLOW,gpm Minutes . 'inltlal Final Difference 1'\\.\\ ~9\\. ~ !.8 ~~~- B4-IS ::f84* (/) (/) \\"=\\lt(/1\\W~ \\i.-?'84 i: ~ l8 ::fB4 d> (f) '\\ \\\\rt\\\\ 1tP tlO'::J.84* l8 =!-135 l 2... 1-::':/U/.l Zt
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Page2 DOUBLE PACKER BOREHOLE PERMEABILITY TE~T DATA ;SHEET
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EQUIPMENT USED 1 4 z. 14 -z, Transducers: Mini Trol Serial Numbers: '3 '$ "5 B :7.> (,.
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Fonn.Approved for Use on Clinch River SMR Project. J. A. Tlce1 Technical Lead Cli11ch River Data Report Rev. 4 CRP-1112.16 Form Rev 0- Reviewed by ~
. /t,.ktJIJ Page E.3-273 of 515
PACKER TEST FLOW RATE GRAPHS Boring MP-419 Packer Test Intervals: (below ground surface) (below top of casing)
MP-419 Zone1:
210.0 feet to 217.5 feet:
MP-419 Zone 2:
135.0 feet to 142.5 feet:
135.3 feet to 142.8 feet MP-419 Zone 3:
120.0 feet to 127.5 feet:
120.3 feet to 127.8 feet MP-419 Zone 4:
109.0 feet to 116.5 feet:
109.3 feet to 116.8 feet MP-419 Zone 5:
104.5 feet to 112.0 feet:
104.8 feet to 112.3 feet MP-419 Zone 6:
55.0 feet to 62.5 feet:
55.3 feet to 62.8 feet Graphs of flow rate (gpm) vs time (minutes) have been created from Excel sheets containing data from field data sheets. For clarity, individual plots for each sequence within a tested interval are presented. Generally, plots are not provided if the field data sheets indicate no flow during a test sequence. Bechtel Field Instruction forms are provided. AMEC field data sheets are provided following the graphs for each zone. The AMEC field data sheets use top of casing as a field measurement reference. Assigned test interval depths below ground surface were converted to depths below top of casing by adding the casing height to the assigned test interval depths. Transducer data file names are listed on the last field data sheet of each test interval. Transducer data files are furnished as electronic files in a data supplement submittal.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-274 of 515 a me
jfl4fl. 1 f4U}
FIF No. 25847.. 601.. KOI*CYOO*/o0011 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project-Site Subsurface Investigation FIELD INSTRUCTION FORM Specification Section:
- 5.3.7.2 Packer Testing~~ MP 419 Field Instruction: More than three packer testing depths may be required to test multiple fracture :zones identified in Boring MP419. To expedite testing at this location. the deepest zone in the boring to be packer tested is provided ln this Field Instruction Form.. Additional packer testing intervals In Boring MP419 will be Identified in a fUture Field Instruction Form.
Zone 1: 210.0-217.5 feet below land surface. (Tolerance+/-.. 1 feet)
The* desired pressure ranges that will be tested in this zone is based on the calculation of the test pressures as provided in AMEO Project Procedure CRP*3-Packer Pressure Testing in Boreholes, Attachment B (Bechtel Power lnfoWorks 25847...S01*V14-CY00..00018*006)or latest
- revision at time of testing. The test pressures will be determined just before the commencement of the te$tS by measuring the water level at the start of test.
Ba$18/Justiflcatlon for-Instruction!
The depth. of the above :zone was selected based on fracture zones ld~ntlfied from DRAFT geologic core logs, RQO analysis and from the acoustic televiewer logs. The bottom depth for
- packer testing is limited to approximately 250.feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet. The justification of the press~re.
ranges that will be tested will be based on AMEC Project Procedure CRP~3 - Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 258474301*V14-CY00-00018-006) or latest revision at time of testing *.
2013 Bechtel Power Corporation. Contains Contmctor Confidant/a/Information.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-275 of 515 PAGE 1 OF 1 c 1(: p-C/5' / z.. 0
/~1 2 of 228 J
FIF No. 25847*601*KOI*CY00~00012 BECHTEL POWER CORPORATION Project No. 25847 Clinch River CPA Project~ Site Subsurface Investigation FIELD INSTRUCTION FORM Specification Section:
5.3. 7.2 Packer Testing In MP*419 Field Instruction: More than three packer testing depths are under evaluation to test multiple fracture zones identified in Boring MP 419. The deepest zone in the boring to be packer tested was provided in Field Instruction Form 11 (Test Zone 1: 210.0-217.5 feet below land surface).
This Field Instruction Form (FIF) identifies two (2) additional packer testing zones In Boring MP 419:
Zone 2: 135.0-142.5 feet below land surface. (Tolerance+/- 0.5 feet)
Zone 3: 120.0-127.5 feet below land surface. (Tolerance+/- 0.5 feet)
The desired pressure ranges that will be tested in each of the zones are based on the calculation of the test pressures as provided in AMEC Project Procedure CRP Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601-V14-CY00-00018-006) or latest revision at time of testing. The test pressures will be determined just before the commencement of the tests by measuring the water level at the start of test.
Note: A separate FIF will be developed later that will identify the additional packer testing zones in Boring MP 419.
Basis/Justification for Instruction:
The depths of the above zones were selected based on fracture zones identified from DRAFT geologic core logs, RQD analysts and from the acoustic televiewer logs. The bottom depth for packer testing is limited to approximately 250 feet due to the packer test assembly and maximum transducer cable length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP Packer Pressure Testing in Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601~V14--CYOOM00018-006) or latest revision at time of testing.
Prepared By:
Name
©2013 Bechtel Power Corporation. Contains Contractor Confidential Information.
/f-c..A' :.:: c.,/Cf>- Q 5I z_,o Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-276 of 515 Date PAGE 1 OF 1
FIF No. 26847-601*KOI*CY00..00013 BECHTEL POWER CORPORATION
- Project No. 25847 Clinch River CPA Project-Site Subsurface Investigation FIELD INSTRUCnON FORM Specification Section:
5.3.7.2
- Packer Testing in MP 419 Field Instruction: More than three packer testing depths are required to test multiple fracture zones identified in Boring MP 419. Three zones were already Identified In Field Instruction Form (FIF) 11 (Zone 1: 210.0-217.5 feet below land surface) and In FIF j2. (Zone 2: 135;0-142.5 feet below land surface; and Zone 3: 120.0 -127.5 feet below land surface}.
This Field Instruction Form identifies three additional packer testing zones to be conducted in Boring MP 419:
Zone 4: 109.0- 116.5 feet below land surface. (Tolerance +/- 0.5 feet)
Zone 5: 104.5 - 112.0 feet below land surface. (Tolerance +/- 0.5 feet)
Zone 6: 55.0- 62.5 feet below land surface.
(Tolerance +/- 0.5 feet)
The desired pressure ranges that will be tested in each of the zones are based on the calculation of the test pressures as provided in AMEC Project Procedure CRP-3-Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWorks 25847-601~V14-CYOO-00018-006) or latest revision at time of testing. The test pressures will be detennlned just before the commencement of the tests by measuring the water level at the start of test.*
Basis/Justification for Instruction:
The depths of the above zones were selected based on fracture zones identified from DRAFT geologic core logs, RQD analysis and from the acoustic televiewer logs. The bottom depth for packer testing is limited to approximately 250 feet due to the packer test assembly and*
maximum transducer cable length of approximately 285 feet. The justification of the pressure ranges that will be tested will be based on AMEC Project Procedure CRP Packer Pressure Testing In Boreholes, Attachment B (Bechtel Power lnfoWork.s 25847-601-V14*CY00..00018-006) or latest revision at time attesting.
@2013 Bechtel Power Corporation. Contains Contractor Confidential Information.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-277 of 515 PAGE 1 OF 1
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072
!Max Test Pressure (Po} (ps1) 1/3 Po (psi) 2/3 Po (psi) 1/2 Po (psi)
Sequence A 1/3 Sequence B 2/3 Sequence C 1.0 Sequence D 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections I length of sticKup aoove TOC(ft) 190.33 97 135 45 90 68 Genter 1 est Pressures (psi) 142 187 232 165 232 13.29 21.12 204.50 9.68 6.70 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-278 of 515 lntlatlon Pressure (psi) 192 237 282 215 282 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-419 Zone: Z1 210.0 feet to 217.5 feet below ground surface Transducer Location: Middle Sequence A (1/3 Po)
Sequence B (2/3 Po) 1::1apseo 11me II"IOW rate 1::1apseo 11me Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 15:44:00 0.0 96.08 15:54:30 0.0 15:44:30 0.5 96.06 0
15:55:00 0.5 15:45:00 1.0 162.94 6
15:55:30 1.0 15:45:30 1.5 156.17 0
15:56:00 1.5 15:46:00 2.0 143.41 2
15:56:30 2.0 15:46:30 2.5 142:61 0
15:57:00 2.5
. 15:47:00 3.0 143.43 0
15:57:30 3.0 15:47:30 3.5 143.43 2
15:58:00 3.5 15:48:00 4.0 143.32 2
15:58:30 4.0 15:48:30 4.5 144.13 0
15:59:00 4.5 15:49:.00 5.0 143.80 2
15:59:30 5.0 15:49:30 5.5 143.64 0
16:00:00 5.5 15:50:00 6.0 143.71 2
16:00:30 6.0 15: O:;;O 6":5 143~72' 16:U1:0U K5 15:51 :00 7.0 143.23 2
16:01:30 7.0 16:02:00.
- * **~ --
7..5 16:02:30 8.0
..... 16:03:00 -* --*- *-* *--.8.5 Sequence D (1/2 Po)
Sequence E (Po)
- !::.lapsed Time II"IOW rate Time (minutes)
Pressure (psi) (gpm)
Time 16:1 4:30 0.0 237.68 16:26:00 16:15:00 0.5 177.91 0
16:26:30 16:15:30 1.0 169.08 0
16:27:00 16:16:00 1.5 169.02 0
16:27:30 16:16:30 2.0 169.16 2
16:28:00 16:17:00 2.5 169.23 0
16:28:30 16:17:30 3.0 162.20 2
16:29:00 16:1 8:00 3.5 163.87 0
16:29:30 16:1 8:30 4.0 163.07 2
16:30:00 16:19:00 4.5 164.05 0
16:30:30 16:19:30 5.0 164.38 0
16:31:00 16:20:00
. 5.5 164.80 2
16:31:30 16:20:30 6.0 165.41 0
16:32:00 16:21:00 6.5 164.63 2
16:32:30 16:21:30 7.0 164.13 0
16:33:00 16:22:00 7.5 164.53 2
16:33:30 16:22:30 8.0 164.84 0
16:34:00 16:23:00 8.5 164.54 2
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-279 of 515 11::.1apseo 11me (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 Prepared by: (! 0 y-Date:.q.. -'lJ-J4!..
.. *-----------~heck-ed __ ::**--~~~----~::~.1_~_~!_~
Sequence C (Po) r low rate 11::1apseo 11me II"IOW rate Pressure (psi) (gpm)
Time (minutes)
Pressure.(psi) (gpm) 143.80 16:06:00 0.0 184.68 143.20 0
16:06:30 0.5 236.29 4
143.56 4
16:07:00 1.0 234.19 2
179.79 0
16:07:30 1.5 235.20 2
180.88 2
16:08:00 2.0 235.89 2
182.42 2
16:08:30 2.5 235.70 2
185.42 2
16:09:00 3.0 237.20 2
186.1 7 2
16:09:30 3.5 237.14 2
185.07 0
16:10:00 4.0 237.52 2
186.11 2
16:10:30 4.5 236.60 2
186.07 2
16:1 1:00 5.0 237.70 2
185.56 2
16:11:30 5.5 237.37 2
186.18 2
f8K51 2
185.60 2
1.8.5:.6.9.
0 185.83 2
-- --*--* J85.96 --- -
___ 2. -
- h*****
-.. -----**-... ~--
II"IOW rate Pressure (psi) (gpm) 164.42 202.75 2
238.34 2
239.29 2
239.32 2
229.49 2
232.40 2
232.87 2
233.60 0
233.47 2
233.49 2
233.43 0
233.18 2
233.51 2
233.89 2
234.28 2
233.02 0
MP-419 Zone 1 6' ".........................................................................,. _____,,,...........................,_,,.,.,,,,_,,_....... -
0.0 1.0 2.0 3.0
.....,_.. l/3 Po 4.0 5.0 6.0 7.fJ 8.0 alapsed Time (minutes)
Notes: Test pressure approximately 1/3 of the maximum test pressure (Po). Flow rate typically measured over a 30 second Interval,
'--.,---.,..--------------------*---*-*-------------........._,_j MP~419 Zone 1 4
.. -~
-*--*----------.. --.--~-~-------**---- * -~-------- 3.5 --*--*-- 3 ----*--....... \\-----*-*-*-.. *-******--*-"***--*-- , *------*-.. --**-----:~~----*~*--"**.. ---~*-*--.........----*--*- '""'.......... -.... -... ~------.-.....-*--*----*-*-*-****... -*-...---*-*~-~~ 0.5 -t---1---- 0.0 1.0 2.0 3.0 -*~2/3 Po Prepared by/Date:___,X""-. ,'ct"'l~\\..':-::-t"7/L-ri/_IL"'7'( -:--- Checked by/Date: _ 7$r*=* J.,~C/iu..*='"-'-/A=rl=-~ t/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-280 of 515 4.0 5.0 6.0 7.0 8.0 9.0 Elapsed Time (minutes) Notes: Test pressure approximately ?./3 of'tha maximum test pressure (Po). Flow rate typically measured over a ao second Interval.
MPw419 Zone 1 4.5,-----~
- 4...............................................................................................................................................................................................,..........................................................
3 E' ~2.5 +---------~----------------------------------------------------------------~ ~ ~ ~ +---- li: 1.5............................................................................................,............................................................................................................................................................. __, __,................... -............... -........... """""""""'""'""'"'"'""'""""""""""""'""""'""'""' 1 ___,__.., __,_..,_... _________ ,.. _____. ______, ___. ___, _____.~*-----*~-------.. **-----------.----- 0.5 +------------------------------------------------- 0.. 0.0 -*-Po ---1/2 Po 1.0 t..O Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-281 of 515 3.0 4,0 s.o 6.0 Elapsed rime (minutes) Notes: Test pressure approximately at the maximum test presscwe (Po), Flow rate 'typically measured over*a 80 second Interval. MP-419 Zone 1 Elapsed Time (minutes) No test Tost pressure approximately 1/2 of the maximum test pressure (Po). Plow rate typically measured over a 30 second Interval.
MP-419 Zone 1 2.5 r---*--------------------------------------~-----------------------------------* 2-0.5 *--*-*- 0 ~ ~......,... u................ - ..........,r*"*"'--""'"'"'_.......... r-'""""""' """"'"'"'"'1'"'""'"'"'"'"'~'"'""-""".,.,_,,.,.,_,.,......................... 1_,,,, **** - ........................,............................................... r.-................-....,_,,_,,,.,,.. ~ *-............................-........, o.o 1.0 2.0 3.0 Prepared by/Date :_-'-~-H.,..\\..."17.. _I.L/~4+-by.:....,l ~~--- Checked by/Date: -------.,)7""2=
- b"""-'"?J)CL._q.~...[....'Ltf_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-282 of 515 4.0 5.0 6;0 8.0 Elapsed Time (mlhUtes) Notes: Test pressure approximately et the tY)axlmum test pressure (Po). Flow rate typically measured over a 30 second Interval. g:o
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- DOUBLE PACKER BOREHOLE Pli:RMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of2 PROJECT NAME: COnch RlverSMRPrQject JOB.NO. 646S-1a-1072 DATE; ':f.- ~-I"J Boring No MP.*4\\":l Borehole Diameter: ln.:~
Total Boring Depth, Ft. 3?.-t£> Gnd Elev., Ft: 39~,4* Casing Height above ground, Ft:J!.L....2.'3 Elav. Top of Casing, Ft. (Gnd Elev +Casing Haight): 3' ':) S:l/:1., "'Datum G. :s 2~. '1 - ':) - 13 TESTID:~l\\1?**4\\') *z;\\, Testlength: J=.'5 TestSectlonDepth(from9at~:~m}: From '6~\\(12,(/) To Z.\\ q.,s (A) Depth to Water Tabla From Datum, Ft:_f3~.--:~~ (B). Surface Gage Height Above Datum, Ft. '(... &>S Te~t Water Tem.p: =t-'3 u(c Baro Pressure, psi: \\ft., l\\-C. Depth to Center ofTest Interval From Datum, Ft: e, \\4, \\1>':> (C) Distance Water table to Center of Test Interval FL 19lf!_~ ':)3 Static water pressure at center"' (C~62.4/144) + Baro" ~ 1.- MAXJMUM TEST PR!;SSURE, Po"' ([A+B*1J + C"0.67) {Po"' I oS 1 Test Pressure sequence~ 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence ID: A B G D E Po Val.ues: 1/3 Po"'~; 2/3 Po=...!fJ!!)_; 1/2 Po= G:>6 Add Appropriate Po value to statio pressure*at center of teat Interval TEST No.MP*'L\\.\\")~ \\ SeqUeJ;lce No. A Planned Center Pressure: . ! ~ Transducer Readings Before Packers Inflated: Top IS ;~l.:> ; Middle 9(p, ;,e :. Bottom: \\ <7>¢ * "3~ Transducer R~ftdlngs After Packers Inflated: Top IS, ~ c:3 ; Middle
- 9':1:, 04- : Sottom:. '2 B; *~e M~- J.\\\\.9
~ t 5.-e, U. &UCG" A FLOWMETER READING, Gallons
- Time, FLOW,gpm Minutes Initial Final Difference
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DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page*1 of 2 PROJECT NAME: Cllncb River SMR Prolect JOB.NO. 6468-13-1072 DATE: -:f.- 9-1;) Boring No M p... A.\\~ Borehole Diameter: ln.:*3~'b Totel8ortng Depth, Ft. ';Jpcf> Gnd Elev, Ft: 39 c;; A* Casing Height above ground, FtJth.Z, ~ Elev. i'op of Casing, Ft. (Gnd Elev *~ Casing Height): 3; ":> C?l, ~ = Datum TEST ID: ~fl..~ ""l\\ \\ ':l 7.1 Test length: Y* '5
- ... Test Section Depth (from Datum): From
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- 46 Depth to Center ofT est Interval From Datum, Ft: £, \\ 10\\-:. /fl S (C) Distance Water Table to Center of 'fest Interval Ft. \\9(~~ '53
. Static water pressure at center= (0*62.4/144) + Baro = 9 ::+/- MAXIMUM TEST PRI;!SSURE, Po"' ([A+B*1! + 0"0.67) £Po"' \\'OS ] Test Pressure sequence:;= 1/3 Po, 2)3 Po, Po, 1/2 Po, Po Sequence 10: A B c D E Po Val,ues:.1/3 Po"'~ 2/3 Po=-...5J!/L....: 1/2 Po". U:>B Add Appropriate Po value to static pressure at oenteroftest Interval TEST No.MP*4\\"}~ \\ Sequence No. \\0 Planned Center Pressure: ~ 83:- lransducer Readings Before Packers Inflated: Top \\8,'Z.t... : Middle ~(,,"58 :. Bottom: t 1/)C/J, 3$ ~S.'-7~ Transducer Readings After Packers Inflated: Top _ \\ 'B (2.. '? : -Middle * -
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- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-284 of 515
DOUBLE PACKER BOREHOLE PERMEAB!L.ITY TEST DAIA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Cllncb River SMR PrQiect. JOB.NO, fl468-13*1072 DATE: :f.- 9-1:3 Boring No MP~4.\\~ Borehole Diameter, ln.:~ Total Bering Depth, Ft. 3'Qtp Gnd Elev, Ft "?J.95A* Casfng.Hefght abO\\Ie ground, Ft:.Jtb1.~ TEST ID: f\\1\\.\\=l -ll, \\ '? :Z \\. Test length: Efev. To,p ofCasfng,Ft. (Qnd Elev +Casing Height): J <.;)~,:-;,=Datum '"f,"5 TestSectionDepth(fromDafum): From '6Jt1t},(/? To Zl'?f,ezi (A) Depth to WaterTe~bfe !!"rom Datum, Ft: Zs~3l (B) Surface Gage Height Above D.atum, Ft. ~, (e;.S Te~t Water Temp: ::r-"3 "E Saro Pressure, psi: I 4, ~C.. Depth to Center ofT est Interval From Datum, Ft:_~_\\.~ S (C) Distance Water Table to Center of Test Interval Ft. I 9l/), 33 Statio water pressure at center= (0.62.4/144) + Baro "' 9 ~ MAXIMUM TEST PRESSURE, Po =.([A+B*1] t*c*o.57) [Po"' I"?>';, J Test Pressure sequence':" 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence 10: A B C D E Po Val.ues:. 1/3 Po"~: 2/3 Po=~; 1/2 Po"' CoB Add Appropriate Po value to static pressure atcenteroftes!lnterval TEST NO.MP~4\\")'r. I Se!-tuence No. C _ Planned Center Pressure: Z '?> R.... Transducer Readings Before Packers Inflated: Top I 131 Z. 4
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DOUBLE PACKER BOREHOLE Pt:;RMEABihiTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC.
Page 1 of2 PROJECT NAME; Clinch RIVer SMR Pro.i§.Ql.
JOB.NO. 6468-13-1072 DATE: '7~ 3-1 ;3 Boring NoM P~4\\'J Borehole Diameter: ln.:.::;~ S Total Boring Depth, F!.5~
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MAXIMUM TEST PRJ;SSURE, Po = ([A+B"1J + C*0.57) [P~ c:: I oS l Test Pressure sequence;:: 113 Po, 273 Po, Po, 1/2 Po, Po Sequence ID:
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I DOUBLE PACKER BOREHOLE! PERMEABiliTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of 2 PROJECT NAME: CHnch River SMR Pro lee!
JOB NO. 61§8-13*1 072 DATE: '7
- 5?- I 3 Boring No MP~4\\CJ Borehole Dlameter: ln.:~ Total Borlng Depth, Ft. 3 0@
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DATA COLLECTED BY: 'J,*,... baJ Jv.,J TiJ,.._ fi~ (,II SffiJT-lN TEST PRESSURE:._~t/1-lfA~----Psi TIME~
SURFACE GAGE minute PRESSURE, psi
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Surface Pressure Gage: (Both Wika 213.53)- MW-3 (at pump); MW-4 (at totalizer) 6/11113 ____ _
Barometric Probe: (Haro Troll} 121315/R22669 6112113 Flow Meter: CM~ster Meter 1344) - 8824788 tield checl\\ed 6125/13 Stop Watch: (Sportline 220)..:. L286/2786 6/10/13 Date of Calibration: D.ates In italics after equipmentserial number Calibration due: _Post Testing*-~-----
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 646813 1072 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 Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC Number of Pipe Sections ength of sticKup aoove 1 UG ttt)
- 111.90 63 94 31 63 47 center 1 est Pressures (psi) 94 126 157 110 157 13.29 21.12 129.50 6.13 18.34 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-289 of 515 I
lntlat1on Pressure (psi) 144 176 207 160 207 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-41 9 Zone: 2 135.0 feet to 142.5 feet below grovnd svrface Transducer Location: Middle Sequence A ( 1/3 Po)
Sequence B (2/3 Po) 1 t::lapsed.l ime It-low rate I t::lapsed Time Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 8:15:00 0.0 62.00 8:24:00 0.0 8; 15;30 0.5 68.95 0
8:24:30 0.5 8:16:00 1.0 93.55 0
8:25:00 1.0 8:16:30 1.5 94.89 0
8:25:30 1.5 8:17:00 2.0 95.43 0
8:26:00 2.0 8:17:30 2.5 94.94 0
8:26:30 2.5 8:18:00 3.0 95.33 0
8:27:00 3.0 8:18:30 3.5 95.23 0
8:27:30 3.5 8: 19:00 4.0 95.29 0
8:28:00 4.0 8:19:30 4.5 95.51 0
8:28:30 4.5 8:20:00 5.0 95.27 0
8:29:00 5.0 8:20:30 5.5 95.43 0
8:29:30 5.5 8:21:00 6.0 95.45 0
8:30:00 6.0 8:21~30 6.5 95.46 0
8:30:30 6:5 8:31:00 7.0
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SequenceD (1/2 Po)
Sequence E (Po) 1 t::lapsed 11me How rate Time (minutes)
Pressure (psi) (gpm)
Time 8:44:30 0.0 157.45 9:03:00 8:45:00 0.5 157.58 0
9:03:30 8:45:30 1.0 117.42 0
9:04:00 8:46:00 1.5 118.72 0
9:04:30 8:46:30 2.0 117.81 0
9:05:00 8:47:00 2.5 111.98 0
9:05:30 8:47:30 3.0 11 1.. 81 0
9:06:00 8:48:00 3.5 111.85 0
9:06:30 8:48:30 4.0 111.20 0
9:07:00 8:49:00 4.5 111.04 0
9:07:30 8:49:30 5.0 111.20 0
9:08:00 8:50:00 5.5 110.83 0
9:08:30 8:50:30 6.0 110.51 0
9:09:00 8:51:00 6.5 110.26 0
8:51:30 7.0 110.29 0
8:52:00 7.5 109.81 0
8:52:30 8.0 109.85 0
8:53:00 8.5 109.24 0
8:53:30 9.0 108.89 0
8:54:00 9.5
- 108.71 0
8:54:30 10.0 114.05 0
8:55:00 10.5 113.42 0
8:55:30 11.0 113.73 0
8:56:00 11.5 113.61 0
8:56:30 12.0 113.15 0
8:57:00 12.5 113.71 0
8:57:30 13.0 11 3.56 0
8:58:00 13.5 113.38 0
8:58:30 14.0 113.41 0
8:59:00 14.5 113.74 0
8:59:30 15.0 113.67 0
9:00:00 15.5 113.59 0
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-290 of 515 1 t::lapsed 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 jrloW rate Pressure (psi) (gpm}
95.57 95.62 0
119.19 0
118.54 0
130.07 0
129.68 0
129.88 0
126.00 0
126.13 0
126.21 0
125.98 0
125.88 0
126.37 0
126:35 0
126.24 0
25;57 ~---- 0 It-low rate Pressure *(psi) (gpm) 113.24 157.29 0
157.37 0 157.38 0 157.15 0 157.12 0 156.87 0 156.54 0 156.96 0 156.94 0 157.50 0 156.02 0 157.85 0 Prepared by: t.:N7 r Checked by: t Sequence C (Po) 1 t:.lapsed 11me Time (minutes) 8:34;30 0.0 8:35:00 0.5 8:35:30 1.0 8:36:00 1.5 8:36:30 2.0 8:37:00 2.5 8:37:30 3.0 8:38:00 3.5 8:38:30 4.0 8:39:00 4.5 8:39:30 5.0 8:40:00 5.5 8:40:30 6.0 8:41:00 6:5 8:41;30 7.0 --- 8:42:00 ----.... ----7;5 Date: 9 I.:.J Date:.If-" /!1 "t4-jrlow rate Pressure (psi) (gpm) 126.08 139.21 0 151.39 0 151.80 0 151.52 0 156.54 0 156.69 0 156.61 0 156.96 0 157.26 0 157.18 0 157.41 0 157.07 0 156739 0 157.14 0 --- - -127.-23 ---~- 0 I
0 ~ DOUBLE PACKER BOREHOLE PERMEABILITY TEST DA'fA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Q!lpch River SMR Project JOBJJO. 6468*13-1072 DATE:~- \\\\- \\~ Boring No J..ll, 1""*-4l ~ Borehole Diameter, ln.: *3.* '8 Total Borlng Depth, Ft. 3 ~ ¢
- Gnd Elev, Ft: '":\\5:!'7,'!t
- casing Haight above ground, Ft:~S?
TEST ID:\\1/\\?*A\\9 L, ?-.. Test length: Elev. Top of casing, Ft. (Gnd Elev '1-Casing Height): ':f ~ '7:1. "\\ = Datum z* '5 TestSecUonDepth(fromDatum): From 135.*3 To 142,8 (A) Depth to Water Table Prom Datum, Ft: 2-~' \\1_ (B) Surface Gage.Height Above D.atum, Ft. 'Z.., <J:o.7; Test WaterTem.p:...::+/-rr-Saro Pressure, psi:* I. 4. :OS Depth to Center ofT est lnteNal From Datum, Ft: I 3 f), \\ {C) Distance Water Table to Center of Test lnteNal Ft. ~ Statio water pressure at center"" (0*62.4/144) + Baro" Gl"3 MAXIMUM TEST P~ESSURE, Po"' ([A+B*1] + 0"0.67) [Po= ?¥\\ J Test Pressure sequence ;o: 1/3 Po, 2)3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po".JiL.:; Sft:F'o"' ~; i/2 Po"' 4'1 Add Appropriate Po value to static pressure at center oftest lnteNal TEST NO.!-.".~~ b.\\'7 2: ~~uanC::t~~' '177£. . -Planned Center Pressure: 9 4 Transducer Readings Before Packers Inflated: Top \\"::l, AA ; Middle c...:.~, <Jrs :*. Bottom: G. (c
- Scp Transducer Readings A~er Packers Inflated: Top
\\ ~. '¥!> : Middle <.s. \\. * ":'>~ Bottom: Ct> S ; <.b"7... Mi?-4-\\c:::'.> 'lit s e; b) u. e: IJ c.'t;. 6.. FLOW METI::R READING, Gallons
- Time, FLOW, gpm Minutes initial Final Difference
¢8 \\,\\ s l (J)(b I \\ \\ "5"5 d>8: \\ GS \\'~~ \\\\ \\'6<5 \\\\\\S':f-(ps!:\\u'¢169 \\co "7.1.; ~\\\\~1-
- '$8; \\(_o~~(fl
\\ '\\ s-,_ \\\\\\<=51-tpg: \\'1Yftlw \\\\ \\'Ot '\\\\ \\C"i>'"':\\- <PB: \\ ":\\YM. \\\\, \\.:0~ \\\\\\<.:;)-.:!- q)B'; I B~ I,O(A \\ \\ \\<5'1 \\\\\\S':\\* \\B*~(() \\\\ V:Oi* \\\\\\ S1~ \\ <=;J\\ lPlll \\\\ \\'0]- \\'\\'51 \\ <::>; 'J(P \\\\\\~"l \\\\\\ t:.? '1 ~([J:tR!P, f-:-_li\\~)1* \\ \\\\e;":\\; 2CiY~G \\.\\\\.'5'"' \\\\V£~ ?.-\\', rfi(} \\\\ \\S4 \\\\ \\-.:)1-0\\\\~(/) \\ \\\\S:l. \\ \\\\, <(, -=t. rJ8: 22-.Z¢ laet'f!rZ54J
- From Preliminary Boring Layout Survey Fom1 Approved far' Use on Clinch River SMR Project. J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3~291 of 515 Middle Transducer Surface Gage REMARKS Reading, psl Pres~ure,_psl (c.~.¢~
- f
'6~611/..1. I.ue.~d'.<\\$G'- F<...ow (o8' I ~<5 'Z.l.> '313,'OS ~-Cc ~4.8~ IG""t 9S.A~ ?.. :1- ~4.~::;)4 ~.'"1, (:.. C)S.~~ . ~:t ~<;) *~.;;) ~t- ~'3 'it<:)_ Z.\\ ~SS\\ Z.i-- 'el'5 '2:t- ~'1-- 9f) L\\3. 2.l-95,4c;:; 'R, '1-l;)<;),A(o
- 2:1 12/.la
B"o '1'"7 eJ 1<1... *- 7";4,,;~1..) ~ :* C.<S.~J'. (ot<' ?iCCP..Vf> *b /8, *~4-Farm Rev o - Reviewed by jg.., /1,-f (r fJ
- i i 1
DOUBI..S PACKER BOREHOLE PERMEABIUTY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECT NAME: Clinch RlverSMR Prol\\)c\\ JOB.. NO. 6468-13-1072 DATE:~-\\\\-\\~ Boring No M\\""-1:.\\~ Borehole Diameter,ln.:*3. 5 "J:otat Boring Depth, Ft. 3Z...¢
- Gnd Elev, Ft:~<\\-*
Casing Height above ground, Ft: a;i, 2~ TEST ID:N\\?,A\\9 Z: 2-Test. length: Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 3 ~;>.""\\:::Datum 9'* 5 TestSectlonDepth(fromDaturn): From /35,'3 To 14Z,8 (A) Depth to Water Table From Datum, Ft: ~ '=1-' V\\ Test Water Tem.p:33:..T-Saro Pressure, psi:
- I 4, ~S (B) Surface Gage Height Above o.atum, Ft. '2.-, Ct:>C'f>
Deplh to Center ofT eat Interval From Datum, Ft: I '3 'S1 I (C) Distance Water Table to Center of Test Interval Ft. \\ ll. c;:xp Static water pressure at canter"'{C*62.4/144) + Baro = Co'O MAXIMUM TEST PRESSUR~, Po= ([A+B*1] + C*0,57} [Po= Sl4 ] Test Pressure sequence~ 1/3 Po, 273Po, Po, 112 Po, Po Sequence lb: A B C D E Po Values: 1/3 Po = _lli_;: 2/3 Po=~
- . 1/2 Po= 4 *'1-
- Add Appropriate Po value to static pressure at center of test Interval "Z....,
TEST NO; 1--f...?.. -bt\\'7 2; Ss~uahee No: Planned Center Pressure: \\ '2f9 Transducer Readings Before Packers Inflated: Top \\ <:!> ~ AA. ; Middle t.t:> ~, t.2 '"2. :'. Bottom: G. <a
- S(;fl.
Transducer Readings A~er Packers Inflated: Top \\ ~,l¥/J ; Middle (s. \\ * '7)':} : Bottom: Ct> S; (/;!-z.. Mv>* f}_\\~ 't'Z.. S£S1£;,U~\\.lC.G 13 FLOW METER READING, Gallons
- Time, FLOW,gpm Minutes Initial Final Difference
¢6'2.4\\ (JJ *~ \\\\\\~"':!- - ~,_ R.t\\'.'~(/) \\\\\\ ~"::1 \\ \\\\S8 ZC::.\\1./Jr/J \\\\\\S8 \\\\ \\SB ~C:i\\ 'M~l \\\\\\'58 \\\\\\~g ~(...', C{JIJ \\\\\\~B '\\\\\\.~8 ~to\\Y~ \\ \\,\\'$'3 \\\\ \\CSS ~'HI))(}) \\\\\\S5 \\\\ \\~8 2.'-:t t <:jcp \\ \\\\t08 \\\\xes 8 28\\1/;1./) \\\\ \\':;)8 \\ \\VS8. ~8\\1>a \\\\\\SB \\\\ \\C58 ?.-'?.> ', ~rP \\\\ \\.<o~ '"' sc;s ~9~"30 \\~~Sf,; \\\\\\S~ ~C/J\\ l{tP \\\\\\!§11_ \\\\ \\'SB. 03.¢: '3(ll \\\\\\S't\\ \\\\\\ '=5~
- ~\\I CbO
\\ \\\\S~ ., \\\\'0~ a \\. ~ "g/~ \\ '\\'S5 \\\\\\c'.;l,Pl
- ,tg;1 'Z~{l
- )'
¢8: 32/4:)
- From Preliminary Boring Layout Survey Fonn Approved for'use on Clinch River SMR Project-J. A. Tica, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-292 of 515 Middle Transducer Surface Gage REMARKS Rel:ldlng, psi
. Pres~ure,psi 9'5.15"1-Zf-- 73emll*' I /.>CJe lf'.t\\ SCI" /-""Lo '-' '7)5 (nZ. SQ) \\~':').\\~ 50 I JJc:A *. f-A.:>IiF 1--;,_ow \\ \\i:$.~4 (o(.ij \\~(./>.{f)":) f.ccb \\'~~~~s (;>(/) 'tJI§Cf<..wA ~IF-f-/_ o ~ \\.f-~.88 51-IZ-fsl, (})CD '5S I ~c.,.r3 591 \\'(.&,2( 5'S I 'i~}'S,~8 %S \\'?S 5~. 5CS /.:' /~;::~,+ 5c;' ,'J \\ Z4>.'3'5 55 \\U*z.A rss 12.S/51-5S {;;J..::,r:::> B<>T71:)h... 7/eAA>s c., '5' ** (/)I To_.:> ~.4,.<..1> {8, '53 Form Rev 0 - Reviewed by ~ f'*v/1~ A'}
i DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL. & INFRASTRUCTURE, INC. PROJECT NAME: Clinch RlyerSMR P(Qject JOB,.NO. 6468-13-1QZ2. Boring No MP-41~ Borehole Diameter, ln.:*;!, '8 Total Boling Depth, Ft. 3'l..p Page 1 of2 DATE:~-\\\\-\\.~ Gnd Elev, Ft: ~1>~,~
- casing Height above ground, Ft:~~
TEST ID:~,-?\\\\9 :-it 2 Test length: Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 3 ~ :;,, ?\\=Datum 7\\ t;;2* Test Section Depth (from Datum): From I 3 s; '3 To 14 2., 8 (A) Depth to Water Table From Datum, Ft: :2. ":4, V\\ Test Water Tem'p: '3:3:..:F Baro Pressure, psi:
- I 4. "3<5 (B) Surface Gage Height Above D_atum, Ft. ~. (&.~
Depth to Center ofT est Interval From Datum, Ft: I 3 e. \\ (C) Distance Water Table to Center ofT est Interval Ft. ~ Static water pressure at center= (0*62.4/144) + Baro = MAXIMUM TEST P~ESSURE, Po "' ([A+B*1] + C~0.57) [Po::: <i;¥\\ ] Test Pressure sequence ;o 1/3 Po, 2}3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Valuss: 113 Po ~.Jl.l...:; 2/3 Po=~; 1/2 Po= 4\\ '1 Add Appropriate Po value to static pressure at center oftest Interval "t. - rEsT No. FK\\=' ~- t.\\':?1;-se~uai1-ooNo:- ---c--- -* -Pia~necJ -c~ntar rra-;~Ztr;.--- --p::-;':1~-- - - TransducerReadingsBeforePackerslnflated: Top \\~AA* ; Middle u.~,lb""?.. :*. Botlom: G.(o, S(Jl Transducer Readings After Packers Inflated: Top ~~: Middle (? \\. c:?:) : Bottom: CoS; (J:n... ?... q~ ' ':1 " \\ \\' \\ ~ M?*ll,.\\C?J "C:Z-. Se:~\\..\\.C:UC.'G c_* FLOW METER READING, Gallons
- Time, FLOW,gpm Minutes Initial Final Difference
@8: 1>4l *~(J Ll ~S5 q)fj :3-s ~ (p'if> I\\\\ SS \\\\ \\ 'ii>B ¢8 \\?>S l '3rf l\\\\~73 \\\\ \\'ii:.8 I sz; B : 3 (.,'\\ lJl(jl L\\\\'53 l~\\158 ¢8: ~(., ~ 3(/) \\\\\\'il<i) ll \\?.8. - ~a>B; 31".. Wf/J. \\,\\ \\S<Q \\ \\ 'sev ¢13 -~ ~'it 1 ?,(.I ll \\ 1'5 c.? \\\\\\~9 ~a~ ~s~~<t . \\\\ ~ S<>:J \\\\\\ '5~ <'P8: 3'5~'3tP '\\ \\.\\~':') l\\\\CS9> ~$,' ~~~4')@ l \\\\S~ \\\\\\<=5~ 0[3! ~'?*'Jell \\\\\\~~ \\\\ \\_ <'-5_9 f)J e : l.\\ an ~fl \\\\\\ S_~ \\\\*\\'5G) §Jf!J.'A C# ~ ~J! \\\\\\ Sc:> I\\ t <5'? ~;A\\\\ (t)@ \\ \\~'1>";) \\ \\v:;. '3- <>>8,' 4 t ~ ~ lP t \\ \\.'5~ t \\\\.::;)') . ~s 11\\.7.-\\£@ l ~\\.'5~ Ill~~ ¢8/ 4ZJ/f¢ ~3'43!2¢
- From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project. J. A. Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-293 of 515 Middle Transducer Surface Gage REMARKS Reading, psi Pres~ure,psl
- rzto,({)S
'55 "BC:dtlp.J, /J..J~G47.i<fi' ~--~ 1:>~-' I'?>~. '2..(. 8<V 15L,'~<?.> 8.qJ l'S~/6¢ 8(/) /pC.Ii!. IS' J. 'b (iF-I S/.fjZ 8'5 1'5&:-M 85 \\ S&. &:,~ 8.'5 t S£b &:,\\ 8S 1'5&,9(.'; 85 ll'5~ 1 2l_, 8S l c;)* ~<5 85 JS~.4\\ S5 1$':/,~? ~"5 /5t:, *. 39
- 8S 15'::/. 14 8S
- 57.23 85
'Br:>r?"o~ 7i~ll"-~.. (, 5'. tlJ(a t-o~ 'ti24A-:!> ' 7 18,'31 Form Rev 0- Reviewed by~ l"'to((' {Cl.
DOUBLE PACKER BOREHOLE! PERMEABILITY TEST OAT A SHEET AMEC ENVIRONMENTAL& INFRASTRUCTURE, INC. Page 1 of2. PROJECT NAME:.Q.!Irlcb RlyerSMR Project JOB,.NO. ~468-13*1072 DATE::!- \\\\~\\"b Boring No M P*- 4-l ~ Borehole Dlameter, ln.: 3. 8 Total Borlng Dspth, Ft. 3 Z. p Gnd Elev, Ft: '"':\\1>~ A* Casing Height above ground, Ft:~~ TEST ID:\\'4\\?*A\\9' z._*~ Test.length: Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): ':t ~ ;:>. ?\\ = Datum 9'
- 5 1*est Section Depth (from Datum): From I 3 5. '3 To 14 Z, 8 (A) Depth to Water Table From Datum, Ft: ~ ":/-, \\L\\
(B) Surrace Gage Height Above D.atum, Ft. ~, e&>'7> (G) Distance Water Table to Center ofT est Interval Ft. ~. Test Water Tem.p:3_LF Sara Pressure, pel: *) ~L ~S Depth to Center ofT est Interval From Datum, Ft: 13 'a* \\ Static water pressure at center= (C*62.4/144) + Baro ::. CD '0 MAXIMUM TEST PRESSURE, Po"' ([A+B*11 + c*0.57} [Po"' ~ 1 Test Pressure sequence;" 1/3 Po, 2}3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po" _3.L: 2/3 Po=~. : 1/2 Po=~ 49 .Add Appropriate-Po value to statio pressure at oentar oftest Interval
- ~
--~----------,_~---------------------------
- -*- - ----rEsrNO:-l<J\\?o;cb;.\\C:OY'Z:Se~uenoe No.
'1.:)-- Planned Center Pressure:~-"\\_,_\\~¢~- Transduoer Readings Before Packers Inflated: Top \\ ~, M ; Middle l.b ~, tb?, :*. Bottom: G.~' S<J. Transducer Readings A~er Packers Inflated: Top \\ ~, 4¢ ; Middle Cs> \\. ':?~ : Bottom: ~~ ; @:.. E:(;)L\\.!t:WC.G Fl:..OW METER READING, Gallons
- Time, FLOW,gpm Minutes Initial Final Dlfferel'lce
~814A ', ~4.) Ill 13_9_ L\\S qi(f) \\\\\\ "5'-) I fl !5} ~.s ~ 7>(P \\~ \\~9 Ill 'S:'J L\\(Q. @(/) \\'\\ ~? <:') tU ?9 4(,~~(/) \\ \\\\. CSS:l Ul 5'9 4 i-H21(}>. \\\\\\G,;~ l \\\\ 5~ 4~~~/.P \\.\\ \\~ ~ l\\\\ t5:t 4 8 ~ (j)(/) \\ \\\\ CS'2> \\\\l ~<;? 48' 3{,1) \\\\\\'5~ t\\\\"5'? 1.\\~:~!Li \\\\\\c!bt) \\H.c;; ~ 4 ~\\30 \\\\\\St;, \\\\ ~'5"-;.> ~ $! ¢.J \\\\\\~'J \\ \\\\S~ '5 {/1 ~ '?.l/1 \\\\.\\ ~<';] 1\\\\t;)C} OS\\~ lPtP \\\\ \\'S ';] I\\\\ %'? s l~ 3(/; \\\\\\S:> (\\\\S~ "5. 2-'./P@ \\~\\~':} \\U '5~ '52 :?J¢ \\\\ \\S~. \\\\\\S"? ~- 5"":>/@cP \\\\\\ S'? l u _";;>')
- 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.3-294 of 515 Middle Transducer Surface Gage REMARK.S Readlng, psi Pressure,.psl 15'=t.4S 85' J:;>C["&tl~
'1:JG'-C~i! 'if& /-_.,.1-.t!;>W I 5'.:),5~ 4'5 (/ ':7.4 2-4-'5 I ~8J -=t-2 4S '/::JIZ Cit cr.ASG' Ao~u I f 1-.8/ 4¢ lll.')8 4¢ \\\\ t_g \\ 4(2) I P.8S 4¢
\\\\\\.Z
\\ t \\,(jJ4 40 \\\\LZ¢ 4-0 \\ \\itJ,8?,. 4~. U(.I).SI tv/J \\\\Q:),£(, ACLl \\ \\¢,2.:> 40 \\¢";)\\51 40 Ub9~5S L\\-¢1 l~ 17X2A 4(/J Form Rev 0 *Reviewed by 2}3-- (Z..-1 ~,..j J. . I DOUBLE ?ACKER BOREHOlE PgRMEABILITY Tl:ST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTUF~E, INC. Page 1 of.2 PROJECT NAME: Clinch River SMR Ecm JOB.. NO. 6468-13--1076 DATE:"'\\--\\\\~\\'""!, Baring No MP*- 41~ Borehole Diameter, ln.:*3, 'B t:otal Boring Depth, Ft. 3?..¢
- Gnd Elev, Ft: '19~ A *
- Casing Height above ground, Ft:..a!t.Z~
Elev. 'Top of Casing, Ft. (Gnd E:Jev +Casing Height): ':f '::> '?. :X"' Datum TESTIO:N\\V>*A\\9 ::2!:.. ~Test.length:
- z, 5
_ TestSectionDepth(fromDatum): From /35."3 To 142,8 (A) Depth to Water Table From Datum, Ft: g. ':1*, \\4 (a) Surface Gage Height Above D.atum, Ft. ~. G::>'O (C) Distance Water Table to Center ofT est Interval Ft.lJ.1.W MAXIMUM TEST PRESSURE, Po"' ([A+8"1l + c*o.57) [Po= $4
- Test Water Tem'p:~ Sara Pressure, psi:
- I 4. '".:>S Depth to Canler of Test Interval From Datum, Ft: I 3 ~. \\
Static water pressure at center"' (C"62.4/144) + Baro" 1 Test Pressure sequence ':" 1/3 Po, 213 Po, Po, 112 Po, Po Sequence ID:
A B
0 D
E Po Values; 1/3 Po ~ ~
2/3 Po==~ ; 1/2 Po"' 43 Add Appropriate Po value to static pressure at center of test Interval
--~
---;-;-;:::---.-:=-="Z::
TEST NO. IJ\\~
- b.A:? ~
Se~uence No,.-:!;L_ Planned Center Pressure: -----
Transducer Readings Before Packers Inflated: Top
\\'7J, AA ; Middle
!..&> ~, Lb""2.. :*. Bottom:
<'.c. (c
- 8<~
Transducer Readings A~er Packers Inflated: Top
\\ 8. 4¢ i Middle
-~
\\ * ::>~.. Bottom:
0> S; Clr"L e: ~u. =: IJ c.'G D
(c. 01-..l( (.::.
FLOW METER READING, Gallons Middle
- Time, FLOW,gpm Transducer Surface Gage REMARKS Minutes Reading, psi Pres~ure, psf Initial Final Difference
~s~~~~ ;,t~
n'~'?
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!(.1t3 \\.'04 ~ 3(11
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- rJ)fJ ~ tV?', ~(j)
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- From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project-J. A. Tloe, Technical Lead Form Rev o-Reviewed by ~Jtr lt.-/~-P Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-295 of 515
DOUBLE PACKER 130R8HOL.E PERMEAI31l.ITY TEST DATA SHEET AMI::C ENVIRONMENTAl~ & INFRASTRUCTURE, INC.
Page 1 of 2 PROJECT NAME: ClinCh Rlyer SMR Prolect JOB,.NO. §4§8-13-1072 DATE:'"\\-- \\ \\~ \\.~
Boring No M"P*-4\\~
Borehole Diameter, ln.:*S. 'B Total Boring Depth, Ft. S~¢_
Gnd Elev, Ft: 'lSl~A*
Casing Haight above ground, Ft:~~
Elev. Top of casing, Ft. (Gnd Elev +Casing Height): ':t ~ ;,, '""\\=Datum TEST ID:N\\.'C-A\\9 :i!. R.. Testlength:
9'
- 5
_Test Sectio~ Depth (from Datum): From J 3 5. *3. To 14 Z, 8 (A} Depth to Water Table From Datum, Ft: ~ '=!-'\\L\\
(B) Surface Gage Height Above Datum, Ft. Z.. C:O'O Test Water Temp:~ Baro Pressure, psi: *I 4-. ~S Depth to Center of Test Interval From Datum, Ft: I 3 5
- I (C) Distance Water Table to Center ofT est Interval Ft. I \\1 /::X',!)
Static water pressure at center= (C*62,41144) + Baro =
CO'O MAXIMUM TEST PRESSURE, Po= ([A+B"1) + c*o.57} [Po=. 94 I Test Pressure sequence;: 1/3 Po, 2}3 Po, Po, 112 Po, Po Sequence ID:
A
- B C
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Po Values: 1/3* Po " ~;
2/3 Po= __9i;i_ ; 1/2 Po= 4'1 Add Appropriate Po value to static pressure at center oftest Interval
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~* From Preliminary Boring Layout Survey Form Approved for'use on Clinch River SMR Project-J. A. Tlee, Technical Lead Clinch River Data Report Rev. 4 CRP~1112.16 Page E.3-296 of 515 Form Rev o-Riwiewed by s:g... lt-f~-f?
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET
- BORING: f.X.P-LII :>'
DATE: :Z*** I\\- I '"">
DATA COLLECTED BY: ~~:.*Me C...L.. ~.../.J;,..._ Gc.ootl/26 SHUT~lN TEST PRESSURE:
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1-Transducers: Level Trolf700 Serial Numbers: 335896/R24844 (shallow) 6!12/13; 315381/R24039 (intermediate) 6/20/13; 141142/R20367 (deep) 6/20/13; 315380/R24038 (spare) 6/20/13,._.,.. __________ _
Surface'Pressure Gage: (Both Wika 213.53) ~ MW-3 (at pump); MW-4 (at totalizer) 6/11/13 ____ _
Barometric Probe: (Baro Troll) 121315/R22669 6112!13 Flow Meter: <Master Meter 1344) - 88247~8 field checked 6/25113 Stop Watch: {Sportllne 220).:. L286/2786 6/10/13 Date of Calibration: D.ates in italics after equipment seria11mm}?er Calibration due: _Post Testing.__~----
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Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468 13 1072 fB-Surface Gage Height (ft)
I Max Test Pressure (Po) (ps1) 1/3 Po (psi) 2/3 Po (psi) 1112 Po(psi)
Sequence A 1/3 Sequence 8 2/3 Sequence C 1.0 SequenceD 1/2 Sequence E 1.0 Pipe Check (Estimate Only for Field Guidance))
Length of Packer Assembly Average Length of Pipe Section Length of pipe to TOC I Number of Pipe Sections I length ot stickup above TOG (ft) 96.02 56 85 28 57 43 Genter 1 est Pressures (psi) 84 113 141 99 141 13.29 21.12 114.50 5.42 12.22 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-298 of 515 lntlatJon Pressure (psi) 134 163 191 149 191 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-419 Zone: Z3 120.0 feet to 127.5 feet below ground surface Transducer Location: Middle Sequence A ( 1/3 Po)
Sequence B (2/3 Po) jl::lapsea 11me jrlowrate 11::1apsea 11me Time (minutes)
Pressure (psi) (gpm)
Time (minutes) 10:33:30 0.0 54.96 10:45:30 0.0 10:34:00 0.5 58.88 0
10:46:00 0.5 10:34:30 1.0 84.52 2
10:46:30 1.0 10:35:00 1.5 84.13 2
10:47:00 1.5 10:35:30 2.0 84.25 0
10:47:30 2.0 10:36:00 2.5 84.06 2
10:48:00 2.5 10:36:30 3.0 84.49 0
10:48:30 3.0 10:37:00 3.5 84.72 2
10:49:00 3.5 10:37:30 4.0 84.68 0
10:49:30 4.0 10:38:00 4.5 84.76 2
10:50:00 4.5 10:38:30 5.0 84.70 0
10:50:30 5.0 10:39:00 5.5 84.74 2
10:51:00 5.5 10:39:30 6.0 84.83 0
10:51:30 6.0 ro:4o:oo -
6:5 84:96 2
10:52:00 6.5 10:40:30 7.0 85.45 0
=:J.021.til0.
Z5 at~. es *
-- - 2 10:41:30 8.0 84.71 0
ji"'IOwrate Pressure (psi) (gpm) 85.33 96.04 2
113.59 2
114.11 2
113.53 2
114.14 2
114.79 2
114.62 2
114.58 2
115.26 2
114.67 2
114.94 0
116.04 2
11'4~42 "2
Prepared by: t! l>T Checked by: f}tY.9 Sequence C (Po) jl::lapsea 11me Time (minutes) 10:55:30 0.0 10:56:00 0.5 10:56:30 1.0 10:57:00 1.5 10:57:30 2.0 10:58:00 2.5 10:58:30 3.0 10:59:00 3.5 10:59:30 4.0 11:00:00 4.5 11:00:30 5.0 11:01:00 5.5 11:01:30 6.0 1*1:02:00 6:5 11:02:30 7.0 Date: Cf--1f'"*l4 Date: 4- -t?J'"" {L1 r1ow rate Pressure (psi) (gpm) 115.42 115.69 2
136.35 2
142.23 2
141.70 2
140.90 2
142.43 4
142.11 2
141.23 6
142.37 2
142.34 2
141.09 2
141.87 2
1'41~6*4 -----:2 142.12 4
-~-------
~-----
- ~------- ---- --*- -- -------- -- ------- ****---- --------------- ----*- **-**-- ----*-*- -*--*****--- Sequence D (1/2 Po) Sequence E(Po) !::lapsed 11me rlow rate Time (minutes) Pressure (psi) (gpm) Time 11:06:00 0.0 143.07 11:20:00 11:06:30 0.5 121.23 2 11:20:30 11:07:00 1.0 133.62 0 *11:21:00 11:07:30 1.5 133.27 2 11:21:30 11:08:00 2.0 107.08 2 11:22:00 11:08:30 2.5 107~ 35 2 11:22:30 11:09:00 3.0 105.35 2 11:23:00 11:09:30 3.5 104.57 2 11:23:30 11:10:00 4.0 105.71 0 11:24:00 11:10:30 4.5 102.43 2 11:24:30 11:11:00 5.0 101.44 2 11:25:00 11:11:30 5.5 '102.25 2 11:25:30 11:12:00 6.0 101.67 0 11:26:00 11:12:30 6.5 101.49 2 11:26:30 11:13:00 7.0 102.10 2 11:27:00 11:13:30 7.5 102.51 2 11:27:30 11:14:00 8.0 102.10 0 11:28:00 11:14:30 8.5 102.59 2 11:15:00 9.0 101.28 2 11:15:30 9.5 102.22 2 11:16:00 10.0 101.90 2 11:16:30 10.5 102.14 0 11:17:00 11.0 101.17 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-299 of 515 jl::lapsea 11me (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 jrlowrate Pressure (psi) (gpm) 102.74 124.31 4 142.28 2 144.70 2 144.10 2 140.96 2 139.50 2 140.02 2 140.Q1 2 139.65 2 139.92 2 138.86 2 140.63 2 140.41 2 140.62 2 140.57 2 139.18 2
....---~--------------------- MP~419 Zone 3 2.5 - ~*-----~-*****-*"'--**'""-'"'... "'... ""~'..........................._,,_, __,...... __,.,_,..,,~--*~~**-*"'".'"""'"'"'' '"'"""'""'"'"""""'"'~"'"-'"..........,._,,,_,,,,,...,_,,_..... _.......................... ~...............................,._..,,...,,.............................. -........................... Elapsed Time (minutes) -1/3 Po Notes: Test pressure approximately 1/3 of the maximum test pressure (Po). 1low*
.............. --~---------*--~--r*_te_typlcally me*asured over a 30 second Interval.
M P~419 Zone 3 2.5..... ~-- .. *----*--*-*----------*-**---.. *----*,---*-------***"-~-:----\\ 0.5 -*-------------------------~-~--- 0.0 1.0 2.0 3.0 4.0 5.0 6.0 '/,0 Elapsed Time (minutes) -..... 2/3 Po Notes: Test press11te approximately 2/3 of the maximum test pressure (Po), Flow .. -**-.. ****-*!!I'.~.. !YP.!:."!!.Y.~:.~.~!:~~-~.~-~-~~~~~!~~Y!!:!_* --*---**- -*----*********-** Prepared by/Date: __ L~.,. 'l.i-* .--Tl/-;; 1 -/7"/_l~+( _* _ Checked by /Date: --'---,).p..l?D"""~~ti:=....L.9J'-"-,~-I.:L.L../ rl:t=--~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-300 of 515}}