ML18003B003
| ML18003B003 | |
| 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: ML18003B003 (50) | |
Text
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- Total Boring Depth, Ft. 4'2..0 Gnd Elev, ft: 8lG5, 1*
- Elev. Top of Casing, Ft. (Gnd Elev *!-Casing Height): 82,~,~Datum **
Casing Height above ground, P.t:.J....1-5 TEST ID: M ~* 41D \\ >!. 1> ' Test length: "1* S Test Section Depth (from Datum): From '::ioe,""t-5 To f:>l.o,'V':l
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(A) Depthio Water.Table From Datum, Ft: ~.:;) \\ (B) Surface Gage Height Above Datum, Ft. \\.* ~rp (C) Distance Water Table to Center ofTestlnterval Ft. ~ ~ Test.WaterTemp:~. Baro Pressure, psi: 14.,"!>.4. Depth to Center ofT est Interval From Datum, Ft: 8'0*,';>$ Static water. pressure at center= (C*62.4/144) i* Bara"' 46 MAXIMUM TEST PRESSU~E,Po"' ((AtB*1]+ C"O.!:i7) [Po= 5~ J Test Pressure sequence:= 1/3 Po, 2)3 Po, Po, 112 Po, Po Sequence ID: A 8 C D E Po Values: 1/3 Po;,~;. 2/3 Po"'~; 1/2 Po"' * 'C.:":\\;- Add Appropriate.P9 value to statio pressure at centeroftest!nterval TEST NO.MP-4(1).1 c ~Sequence Na. ---:.':!?""'" __ Planned Center Pressure: __ e-=-\\,___ . Transducer Readings 8efore Packers Inflated: Top Transducer Readings After Packers Inflated: Top \\ 9 i 3-4--. ; Middle l ~\\B¢ ; Middle 4C;,:,.'~ \\. ' 8o!tom: .<\\~, \\\\ 48h <:;)':) : Bottom: ~ ..f\\£L MP~4c7l I ~3 f?E.<O~/IEN C1 1:\\ FLOW METER READING, Gallons 'Time, Minutes 'initial
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~.-Z.¢ - 13 I. Clinch River D~ta R~port Rev. 4 CRP-1112.16 Page E.3-101 of 515
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DOUBLB PACKER BOREHOLE PERMEABILITY TEST DATA SHEET. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of2 PROJECt NAME: Clinch River SMR Prolect . JOB.NO. 6468*13-1072 DATE: ":f.Z¢J 13 Borehole Qiameter, ln.:-3,.8
- Total Boring Depth, Pt. 4'2.-d Gnd Elev,.Fl: 8 '2./5, 1*
- Casing Height above ground, F.t:.1...1-5 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8:?~, 1-'3: Datum TEST ID:Mf* ?\\!D.\\
'Z.. '?, ' Test length: t'* 5. , l'estSection Depth (from Datum): From ':i-6,'¥5 To 5to,'Z"S. (TuL i ('L},<=5 ') (A} Depth to Water Table Prom Datum, Ft: ~.'"ill (B) Surface Gage Hetghf Above De~um, Ft. \\.~t/) (C)
- Distance Water Table to Carter of Test Interval Ft.
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C?l TestWaterTem.p:-=._*. Baro Pressure*, psi: 14,*;,(Q Depth to CenterafTest'tntervaiFi'om Datum: Ft: 8'0*,~0 Static water pressure at center= (C*62.4/144) + Baro =, 4 o MAXIMUM TEST PRESSU~E,*Po"' ([A+a*1J + c*0.57) [Po"' 5 ';.> I Test Pressure sequence 7' 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po ;, _l§_;. 2/3 Po"' o 16 ; 1./2 Po= * ~;~ Add Appropriate P~ value to static pressure at center oflest fnterval TEST NO.MP-4t01 ;::~Sequence No. _k_ Planned Center Pressure: '::>~ . Transducer ~ead lngs Before Pa~kers Inflated: T~p. \\9 ;)'1:: ;. Middle 4t:;;.3> \\ * :' Bottom: -\\<7>, \\\\ TransducerReadlngsAfterPackerslnflated: Top ' I~,S(J} : Middle. 4B,<:)'? Bottom: 44;4> MP*40'l 1 ~0 SE.<OLI$/...t C.t;; 'Time, FLOW METER READING, Gallons Middle FLOW,gpm Transducer surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference (b8\\41t ~(/) I S."9 l..L. 8<?>.4 z. -:'11 ~~d"GJIA..I I 1->'-I~ASCl j.."t.o<.-~ Cb B ~ l\\ ?_*, ffli/J I 'B ":\\ lD <.. . \\'¢ ':\\(..(, ¢ (/) . (tl ::, '. 4 Z.l 7:><11 \\ IQ '::t-ls>~ \\8 _i-(t,~ ' cb ¢ ¢e~ Lt~'. tbc.l> \\ '0~1.,(., \\~ :f(..,l.a ¢ (/) ~ IPS't 4~' sifJ \\ '8 i:Cc.<o \\ 11
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- Form Rev 0- Rev.iewed by 1r
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- OOUBLB PACKER BOREHOLE P!:RMEABILITY TEST DATA SHEET,
AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of2 PROJECT NAME: Ql!nlfll RlverSMR Prolect JOB.NO.. 6498-13"1072 DATE: 1*2¢w I~ Boring N~ M P~4¢! Borehole Olameter, ln.: -3,.8
- Total Borlng Depth, Ft. 4-Zeb
- Gnd Elev:, Fl: ~*
- Casing Height above grourrd, F.t:__L_1.5 Elev, Top of Casing, Ft. (Gnd Elev +Casing Height): az~
l 4-S.: Datum TEs*r ID: M P~ 40 I 'e. 1>
- Testlength:
- z. 5 Test Section Deplh (from Datum)
- From -q.e,;vs To e(.h"2.?' (:r~L. ~ (t),C;,)
(A) Depth to Wat~r Table From Datum, Ft: "!},c;;,l (B) Surface G'aga Height Above Datum, Ft.~ (C) Distance Water Table to Center of Teat interval Ft. ~ ~ Test Water Temp:_-::__*. Baro Pressure*, psi: i 4., ~ (p, Depth to Center ofT est Interval From Datum, Ft: 8-e.*, ~(2). Static water pressure at center= (C*62.4/144) + Bare,. 4* 6 MAXIMUM TEST PRESSURE,*Po "' ([A+8*1l + c*o.57) (Po"' 5 ~ J Test Pressure sequence;= 113 Po, 213 Po, Po, 1/2 *Po, Po r::. '":\\_ Sequence 10: A 8 C D E Po Values: 1/3 Po ; -.1§__;. 2/3 Po"'~ ; 1./2 Po"' Add Appropriate. P'? value to static pres~ure at center of test fnterval 'f,EST NO.MP-401 c 1> Sequer~ce No. 'D Planned Center Pressure: f '3 . Transducer ~eadlngs Before Pa~kers Inflated: T~p \\ 9.~4-. ; Middle 4~.~ \\ * :: Bottom: Transducer Readings After Packers Inflated: Top ~ '?; 8C/>.; Middle 4t>,S~: Bottom: MP*4cJJ I Z-3
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- Form Rev 0- Reviewed by 'fi~ l~1~/}.
Clinch River Data Report Rev. 4 CRP-11'12.16 Page E.3-103 of 515
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I I I *. I i t ' I . I I t' i DOUBtS PACKER BOREHOLE PE!RMEABILITY TEST OAT A SHEET. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page, 1 of 2 PROJECT NAME: £;linch River Sf\\18 Pro lee! JOB !'l0. 6468-13-1072 DATE: 1* 2¢* I?> Boring N~ M P~4~ l Borehole Olameter, tn.':-:3;.8
- Total Boring Depth, Ft. 42/.b Gnd Elev, FL: 8/GS, 7*"
Casing Height above ground, F.t:..L..:t-5 Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 82.~ ~1-S.: Datum \\ TESTID:M?-4([)\\ ~ '?> 'Tesllenoth; t.5 (A) Depth to Water Table From Datum, Ft: ~~~ \\ (B) Surface Gage Height Above Da\\um, Ft. \\ St/) Test Section Depth (from Datum): From '16,'¥5 To Blo,?-5.JJ'<3t.- '!. (L) *.:5) .
- Test Water Tem.p:-=:::::_
- 13aro Pressure, psi: 14-, ~ (p Depth to CenterofTast Interval From Datum, Ft: 8~B0 (C)* Distance Water Table to Center ofT est Interval Ft 3-~.t;)~
Statlo water pressure at center= (G*62.4/1114) + Baro =. 4 0 MAXIMUM TEST PRESSURE,*Po "'([A+B*1] + C*().57) £Po"' 5 ~ ] Test Pressure sequence:= 1/3 Po, 2i3 Po, Po, 1/2 Po, Po Sequence ID: A B C D E Po Values: 1/3 Po~-\\~;. 213 Po=~; 1}2 Po"' ~ ":\\- Add A~propr1ateP~ value to statio pressure at centeroftestfnterval TEST NO.MP-401 c ~Sequence No. _:::E=--~ Planned Center Pi*essure: _ ___;::9:_9;:;:__ . Transducer ~eadings Before Packers lnHated: Top Transducer Readings After Packers lntlated: Top \\ 9,-,_~. ; Middle 4ts.~ \\ * ;. Bottom: \\ ~;~¢ ; Middle. A6,Cfl9 Bottom: MP*4(J) f ~3 SeQ LII:Et-1 C.E E.
- rime; FL. OW METER READING, Gallons FLOW,gpm Minutes Initial Anal Difference (6')! 11!'13 : {/)(()
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- From Preliminary Boring Layout Survey Form Approved for Use on Clinch River SMR Project-J. A. ilce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-104 of 515 Middle Transducer Surface Gage Reading, psi Press(lre, psi 7f*4, '~Sl
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I I I I i* I I DOUBLE. PACKER l30REHOLE PERMEABiliTY TE~T DATA SHEET, AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of2 PROJECT NAME: Clinch Rlver..§M.BJ:r.QL~ JOB ~0. 646B-13-.1Qll DATE: 1-Z¢* I~ Boring No ME>40!.
- Borehole Oiameter,ln.:-3;.8
- Total Boring Depth, Ft. 4'2..4 Gnd Etev,fl: 8&/3,1*
Elev. Top bf Casing, Ft. (Gnd Elev +Casing Height): 8:&~, 4-S, Datum Casing Height above g ro~nd, F.t:Q5 TEST ID:Mf*4ibl 'i!'.. '?> ' Test length: l* 5 Test Section Depth (from Datum): From ~e,3::;:) To !;>t:o, -z..:;;,.J:r.. ~.. -:. (L),'5) (A) Depth to Water Table From Datum, Ft: ~ *$ \\' (B) Surface Gage HelghtAbove Oa~um, Ft. \\.<5(/) (C)
- Distance Water Table to Center of Test Interval 'Ft. ~
~ Test Water Tem.p:...::=__ *. Baro Pressure, psi: 14.,~4 Depth to Center ofT est Interval From Datum, Ft: 8~ *.~$ Static _water pressure at center= (C"62.4/144) + Baro "' 4 6 MAXIMUM TEST PRESSUJ3E,*Po, ([A+B*1] + C*0.57) [Po= 5$ 1 Test Pressure sequence:= 1/3 Po, 213Po, Po, 1/2 *Po, Po Sequence 10: A B c D E Po Values: 1/3 Po,;,~; . 2/3 Po=~: 1/2 Po= 'G'~ A~d A~propriate. P?valu e to static pressure at center oftestlnter.:al TEST NO.,\\.\\P-4¢1 ;:- *~sequence No. _..:;;t:::::;;;c-__ Planned CenterPressura: --~.:.;;.
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. Transducer Readings Before Pa~kers Inflated: T~p .\\ 9 ;':Xf\\:. ; Middle 4i:s.5;> \\ *. ;. Bottom: *_._.,4;'--;);:..'.:..;\\'-'\\,___ Transducer Readings After Packers Inflated: Top I~,i3¢ ; Middle. 48, %S Bottom:
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- Time, FLOW, gpm Transducer surface Gage REMARKS Minutes Rea'ctlng, psi
~ressure, psi Initial Final Difference ¢9 *, n... ~. <Oifi l 'B"::\\.t..4 \\~ ':\\-<.oil. (j) (/;' '?8, (, '\\* 4 ;) ¢~111.\\o¢1 \\ '3 -~~it 11(1, ".:\\(.,<'\\ ¢ .(/) C}g, 7)QJ. t\\*';) ¢'7>'.. \\~ \\ (j/J ts *~<.A. \\8 ':!(~4 c/J. " ¢ 9~. 'H 4~ G~oJo .0'.:1 l /3 I 4'> 13o77l91-'- 7/eA..us* 4'3,55 ¢9: 14*\\ "31)) 7'....;.... U.4<J:) 0 L9,frz... / ~ ~...... .~... ****-***....
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- 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-1'112.16 Page E.3-105 of 515 Form Rev 0 - Reviewed by
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l I I j* I I I I I I. I I I I 1 I I I I : i I I I I i i . I i I I I ! DOUBLEPACiaRBOREHOLEPERMEAB~ffYTESTDATASHEET Page2 BORJNG:MP~.'40/ DATE: i- ;'f!/- /3 ~)~\\. '=/* Z(/J~/-:3. DATACOLLECTEDBY: 1: M:cGrl.-t..- /.JIM 0oP;A.-f!J;;;, ~S\\JRE: Sf?- /111 /.llY!s. psi l '-:fo" I "'L I t:~li? TIME,~ SURFACE GAGE CENTER TRANSDUCER minute PRESSURE psi PRESSURE psi j ----- /I / \\1 ('"),.__ -~.. / // '--/ *"' G~ I~') j;:\\ * ":;{--\\':~-\\~ {. EQUIPMENT USED Transducers: Mini Ttol Serial Numbers: '3 *~ "5 B -~ (,. ( c.,;.. 12-IS ) -::,\\"5'36\\ (t..-Z.¢*1~) 142./4"Z- .J414 Surface Pressure Gage: 1\\J\\ \\L./ -* *;,. ~"-W:. '-\\ ~ t--A.. \\4-C:S ( C.,' 1\\- \\'~) N1-<12-c.c::.u~-tw Mv...t-: \\) ~A. \\t.J- <:t .( G:.- I ( -/3) Baromet.dc Probe: I Z I 31 5 * ( (.,- I 2 ~ 13 ) Flow Metex-:
- Stop Watch: _L_~_8;;::;_;;:<...;;.__ _
_..(_;;;;t...o;;... ~__,\\"""'¢~..: \\,__}.._J..___ Date of Calibration: lr--~ I"' t:>\\~G; i.,J 'T H (; '5 IS
- .Calibration due: '?os\\ T E7 s T IIV CA-t J=f LlE :S ~
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¢~,\\l-,~'5 l.f.fSL f/\\ p 'c L~(J) I ~ - ~ (M) 2~1 3 -(/)1- - 2(~ (/,1~,\\... 1,'35 e:x:c.e '- MP-4~1. 2 '3 (L) z.,.r;.,; 3 - mr- - 2 (/) <t\\';7>, \\':l,Qh7 LA--15'- . MP-4CJ)f 'l.3 (.L ) 2.(/) I 3 - (/Ft ~ 2 0 . Cb'7), lt;),(tl~ E.XC.cifL ~ L'7'28 (."6 -I~ 13') Form Approved for Use on Clinch River SMR Project-J. A. TJce; Technical Lead Form Rev 0- Reviewed by_C.,fl-__ 1_-z,/(~//J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-106 of 515
Packer Test Worksheet Clinch River SMR Project AMEC Project No. 6468131072 18-Surtace Gage Height (ft) 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 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 TOG !Number of Pipe Sections ength ot stickup above 1 ur..; trt) 233.45 116 144 48 96 72 center 1 est Pressures (psi) 164 212 260 188 260 13.29 21'.12 232.96 11.03 20.48 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-107 of 515 1nt1at1on Pressure (psi) 214 262 310 238 310 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-401 Zone: Z4 237.0 feet to 244.5 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) 15:18:00 0.0 no reading 15:29:30 0.0 15:18:30 0.5 no readlnQ 15:30:00 0.5 15:19:00 1.0 113.69 0 15:30:30 1.0 15:19:30 1.5 113.62 0 15:31:00 1.5 15:20:00 2.0 113.49 0 15:31:30 2.0 15:20:30 2.5 123.38 0 15:32:00 . 2.5 15:21:00 3.0 124.18 0 15:32:30 3.0 15:21 :30 3.5 135.08 0 15:33:00 3.5 15:22:00 4.0 141.14 4 15:33:30 4.0 15:22:30 4.5 157.25 2 15:34:00 4.5 15:23:00 5.0 162.10 0 15:34:30 5.0 15:23;30 5.5 165.15 0 15:35:00 5.5 15:24:00 6.0 165.10 0 15:35:30 6.0 15:24:30 6.5 165.25 0 15:36:0b 6.5 -15:25:00 -~*-- --."f.,Q.. -- - 165.33 0..* 15:36:30 - ""'7.0 15:25:30 7.5 165.69 0 15:37:00 7.5 15:26;00 8.0 165.28 0 15:37:30 8.0 15:26:30 8.5 ---1 65:35 0 -15~38:00 8,5 15:38:30 9.0 15:39:00 9.5 15:39:30 10.0 15:40:00 10.5 15:40:30 11.0 15:41:00 11.5 15:41:30 12.0 15.'42:00 12.5 15:42:30 13.0 15:43:00 13.5 15:43:30 14.0 15:44:00 14.5 15:44:30 15.0 15:45:00 15.5 SequenceD (1/2 Po) SeQuence E (Po) Elapsed Time Flow Rate Elapsed Time Time (minutes) Pressure (psi) (gpm) Time (minutes) 15:59:00 0.0 260.35 16:10:30 0.0 15:59:30 0.5 245.77 4 16:11:00 0.5 16:00:00 1.0 248.40 2 16:11:30 1.0 16:00:30 1.5 249.17 2 16;12:00 1.5 16:01:00 2.0 242.61 2 16:12:30 2.0 16:01:30 2.5 244.22 2 16:13:00 2.5 16:02:00 3.0 212.94 2 16:13:30 3.0 16:02:30 3.5 213.16 0 16:14:00 3.5 16:03:00 4.0 203.01 2 16:14:30 4.0 16;03:30' 4.5 201.38 0 16:15:00 4.5 16:04:00 5.0 201.89 2 16:15:30 5.0 16:04:30 5.5 190.86 0 16:16:00 5.5 16:05:00 6.0 190.60 2 16:16:30 6.0 "16:05:30 6.5 190.42 0 16:17:00 6.5 16:06:00 7.0 190.90 2 16:17:30 7.0 16:06:30 7.5 190.77 0 16:18:00 7.5 16:07:00 " 8.0 190.45 2 16:18:30 8.0 16:07:30 8.5 190.73 0 16:19:00 8.5 16:19:30 9.0 16:20:00 9.5 16:20:30 10.0 16:21:00 10.5 16:21:30 11.0 16:22:00 11.5 16:22:30 12.0 16:23:00 12.5 16:23:30 13.0 16:24:00 13.5 16:24:30 14.0 16:25:00 14.5 16:25:30 15.0 16:26:00 15.5 16:26:30 16.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-108 of 515 Pressure (psi} 165.83 175.33 181.52 189.92 190.74 196.04 201.33 201.47 212.27 212.79 213.01 214.14 208.50 207.98 206.7.!1 209.74 209.50 2-1-1.2-1 211.12 210.95 211.52 211.18 211.10 210.02 211.22 214.78 215.02 214.95 214.54 214.73 214.97 214.98 Pressure (psi) 190.26 190.20 200.20 200.74 209.20 212.05 213.82 222.85 232.39 231.41 232.43 241.16 248.87 258.93 251.60 251.13 253.88 253.22 252.88 257.43 256.30 255.07 255.75 254.95 262.45 261.09 260.30 259.91 259.39 258.55 258.41 257.46 257.27 Flow Rate (gpm) 2 2 0 2 2 0 2 2 2 a 2 2 0 Prepared by: <!. 'PT"" Checked by: /)t'j_ Sequence C Po Elapsed Time Time (minutes) 15:47:30 0.0 15:48:00 0.5 15:48:30 1.0 15:49:00 1.5 15:49:30 2.0 1'5:50:00 2.5 15:50:30 3.0 15:51:00 3.5 15:51:30 4.0 15:52:.00 4.5 15:52:30 5.0 15:53:00 5.5 15:53:30 6.0 15:54:00 6.5 Date: Date: 4-8,_;t/- 4- -j,. 14-Flow Rate Pressure (psi) (gpm) 214.07 214.11 2 235.95 2 236.60 2 235.88 2 252.39 2 251.18 2 254.99 4 256.63 2 262.95 4 265.78 2 262.84 4 262.45 2 262.80 2 -*--- _2 *.15:5A:3.0 --.... 7.0 - -* 292.04 4 _ 0 15:55:00 7.5 261.03 2 2 15:55:30 8.0 261.46 4 2 1{5~6 :00 8,§ 261T76 2 0 4 0 2 0 2 2 2 0 0 2 a* 2 2 Flow Rate (gpni) 0 2 0 2 2 2 0 4 2 4 2 2 4 2 2 4 2 2 2 4 4 6 4 2 0 4 4 4 4 6 4 2
4,5 " 4 12.5 ~
~----*------
~ 2 "........,.... ~...... ~...... -................. ~..... ~.......................... ~...............,.... ~.............. ~~;........................................... ~......... !............................ 0.5 *~------------------~------------1------------~------------------------------------- ,,,,,,,,,,,.,,.,...,......................,~ ..... _~............ t.. *~""'"'"""~"'"~---*-t'"'"~ o.,o 1,0 2,0 3,0 ~1/'3Po 4.* 0 s*.o Elapsed Time (minutes) 6.0 7.0 8,0 9,0 Notest Test pressure aplHoxlrnatrey 1/3 of tl1e maxtrnum test pressur~*{llo), Flow rate ly~h;ally rnaasurel.l over a 30 secohd hHetval. L----~-------------------*------------- 4,............................ -.......................................................................... -.......... IY.I.. P.:~. Q!_..?... 9D.§!.L.I................................... _............. _..........................
- U
.....,......, **** ~............... -...................... _,,..,.............. ;................................................. ~.... + .............................................................................................................................................................................................. l'"""'"'""""""'"""'-*'""'............................................................... - 3*,5 **...................................................................................................................................................................................................................... -..............................................................................................,,,_,,.,,,.,,,_,.,,,,._,................................ _ 3-................................................................................................................................................................................................................................................................,..,_.............................................................................................................................................. 1-2,5.. _,,...... -................................................,_,,.,...................................................................,............................................................................,_.............................................................................................,_,.,......................................................................... ~ ~ 2 lo.. ~.......,............. ""'"~'HO;H/h "'"" """"'"""'" MUUOH~""""' HUHH'"""""~ *- '"""'"".... "" '"'"""''" '"'"" ""'""'" """",,,....,.... ;...,,,:................ H~~ ..........,..... _,,.,,,,.,,, "'""'"''' *~**"*ii*HO"""MI""'""'""'""""'""""'""" 1.5................... _...................,.........................................,_................................................................................................. _.......................................................... _.......................................................................................................................... o.s. --*-
~-------*--- --*--
0................... ,,,,,,~.\\""""""' ' '""''''""I"'"'""'"'"" o.o 4.0 6.0 --2/3 Po 8.0 10.0 12.0 14.0 18,0 Elapsed Time (minutes) Noles: Test pressure a~pl'o:.tltnatnly 2}3 of tllo t'Jlll)<ll'num test pressure (Po), FloW
- .,;.ra;..;.t*..oiYoc;Pic<'llly m~nsurad ovar a 30 second It!!_.~~~--*-~~~--~-~
Prepared by/Date: tHL \\ /ll/?; Checked by/Date: --j!1:J '/iv/. ~ Clinch River Data Report Rev. ~RP-1112.16 Page E.3-109 of 515
MP*401 Zone 4 4,5............................................................................................................................. ;..................................................................................................................................................................................................................... -............................. 4................... "'~""'""""*'"""'"""""'~"""'"""*""ri':'"""""""R"~'0000'*' 1.5.......................................................................................................................... "........................................................................................... -................................................................................ 1............................................................................................................................................................................................................................................................................................................................. 0,5 0...........................................,........ '~"\\""" uowo~"R""'"""',.'"")'"'"'""'"""" ~"""f'~"'"""'~""""""""'\\"""""""'"'""""~'~~j"~;o,,,,,,,,,,,,, ~,,w,.,,.,
- ~'\\""~'"'"""" ""'"-'"'"4""-'"""""""'"""1 o.o 1.0 z.o s.o 4.0 5.0 Elapsed Time (minutes}
6.0 7,0
8.0 Notes
Test pr~ssure approximately at the maXImum hut prtt~sUtQ*!Pol, rtow rate typically mea5ured over a 3() second lntorv111. MP-401 Zone 4 4.5 -.-----------------------*- 3,5. 9,0 3 "...........................,.................................................,. __.... __...... _................................ __,, ___................. - .j2.S +-----~,-*--~----------------------------------~-------------------------~ ~ i 1.5 '.................. -......,............. 1...................... """'"'""'""'""'""'"""""'""""' o.s -............... __..................................... _.. ___..,,........... 0" 0,0 1.0 z.o 3,0
- ----r---**
-~-.-----*----,--,--....... ---.--->------, 4.0 5,0 6,0 7.0 8,0 9,0 Elapsod Tim a (mlnutos) --1/2 Po Noto~~ Test pressurn approximately 1/i. of the tnA:<llllUtn t"ost pros'suro (Po), ...,........,..."~"-***.. ~*-----~.. -.......... -......... _.,..,, __ ~--*----*..... --H-..... ~*--..... - ............. ~.. ----.. -~.~Fiow.~~~P..~~~~.~!~.~;~:.. ?..::~~d_..l.~latval. --.. --~.. --... "~~...... Prepared by/Date: Checked by/Date: ~1-J c 1/;J/'-l[___., /Jet.) ~;..fLL 1/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-110 of 515
MP~401 Zone 4 7............................................................................................................................................................ _,.. _............................................................................................................... -........................................................................................ --Po Prepared by/Date: (!t\\J: I /t~~ Checked by/Date: -j;'6.J. 1 /;</- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-111 of515 Elapsed Time (minutes) Notes1 Ta5t prassura approximately at the maximum test 11ressurc (Pol. flow rate' tVP!caUy llleasurad ovor a 30 second l11terval.
I ' I l I DOUBLE. PACKER BOREHOLE PERMEABILIIY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. Page 1 of 2 PROJECT NAME: Clinch River SMR Profect JOB NO, 64§8-13-1072 DATE: 1 * " l'o loring NoMP*401 Borehole Diameter, ln.:-3,8 Total Boring Depth, Ft. 42-4<.t.. '2/S ~) Depth to Wa!l:lr Table From Datum, Ft: <"::>.¢<;,; {~ Surface Gage Height Above Da~um, Ft.~
- Test Water Tern'p: *-q. S "'P. Sara Pressure, psi: ( 4, *~ 1-li.ltt~ *. L..
'519"' 1;:: Depth to Center ofT est lnte!Val From Datum, Ft:. :2AZ-.* Sdl (~ Distance WaterTabie to Center ofT est Interval Ft. ~":)'~.4<0 Static water pressure at center= (C'62.4/144) + Baro = 1.\\ (..., ~\\IXJMUM TEST PRESSURE, Po= ([A+B*1] + c*o.57) {Po"' IM 1 lest Pressure sequence~ 1/3 Po, i/3 Po, Po, 112 Po, Po Sequence ID: A 8 C D E POVaiues; 1/3 Po::.~; 2/3 Po=~; 1/2 PO"'
- 1 "Z.
Add Appropriate Po ~alue to static pressure at center of test (nterval TEST NO.Mf'"4@ ;:.\\-Sequence No. 1::,., Planned.Center Pressure: I f..o 4.
- Trmsducer ~eadlngs Before Packers Inflated: Top 2/1, (p ;>. ; *Middle Traosducer Readings After Packers Inflated: Top f.(r~ '=f'l(;> : Middle M.P~4(J)I
~4-5Et4Jt.IIEN Cfi!f A F.LOW METER READING, Gallons II *z. 5$.; Bottom: 114:, ':'f(o : Bottom: Middle 1/(.,. I 3G, II '3,.'571-
- Time, FLOW,gpm Transducer
. Surface Gage REMARKS Pressure, psi Minutes Initial Final Difference \\ ~\\ \\8\\ !/)(/) t 8 G:,~=>1- ~\\?\\\\'Ol-sri \\'5(.po~ \\?\\'\\<;;~~ lR<P 0 (o '1:. ~ \\6 <D1>~~ ¢ \\.:';)'\\ ~.~*,w \\8to;.1- \\'0 t.-.~'1 dJ \\S.l ZI.P: fi{J \\8 ~~>* \\<c ~~+ (~ \\61Z<<i: 3¢ ttl 4>~-:t Vi$ &,. '5'1** .(/)
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- From Preliminary Boring Layout Survey Reading, psi
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- l ~l5, '28 48
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/'iieAA..>S' ..:. 2;r., r.t 3 P'LOW /-"'L (.)~ I=!' I..".....:} P't.o"'-" Forrn APProved for'use on.Clinch River SMR Project -J. A. Tlce, Technical lead Clinch Riv~r Data Report Rev. 4 CRP-1112.16 Page E.3-112 of 515 Form Rev 0- Reviewed by----- DOUBLE-PACKER BOREHOLE PERMEABILITY TEST OAT A SHEE!T. AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC. . Page 1 of 2 PROJECT NAME: Clinch River SMR Pro lee! JOB NO. 6468-'13*1rill. PATE: 1* "I?> Boring No.MP~4{PI Borehole Olameter, ln.: -3, 8 Total Borfng Depth, Ft. 4'6¢ Gnd Elev, Ft: ~-
- Casing Height above ground, Ft:.l....S£'
Elev *. Top of-Casing, Ft. (Gnd Elev +Casing Helgnt): 8Z~, 4S. Datum TEST ID:Mf*4/lH l!A-Tesllength: f* 5 Test Section Depth (from Datum): From 6/ "38,3§ To 2..4(o,f_,S c::,. :[-CJrDJ":! 4 :)":1. (A) Depth to Water Table From Datum, Ft: .1,<4S Test Water Temp: __ u_,.-, Bare Pressure, psi: (, '!J T, IJJ&.I.-1.- '3 S.. r= Depth to Cent~::rofTest lnteNal From Datum, Ft: ~4? .... c;5di (B) Surface Gage Height Above Datum, f:t.lQ.@ (C) Distance Water Table to Center ofT est lnteNal Ft. ~3'1,4-<0 Static water pressure at center= (C*62.4/144) + Baro== I \\ <.... MAXIMUM TEST PRESSURE, Po"' ([A+B-*'1] + C*O.S7) (Po"' {44. 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=~
- 1/2 Po==
'1- "Z. Add Appropriate P~ value to statio pressure at center-of test interval TES'r NO.Mf>-4@1 c A-Sequence No. 1::3 Planned Center Pressure: 'A\\ '6,; Transducer Readlngs Before Packers Inflated: T~p Z;t.4> ::2 ; Middle If Z
- SS :. Bottom:
I /G, 34 /13, Sl~
- Tran~ducer Readings After Packers Inflated: Top
~ ~' "qc,t.) ~ Middle J 14 * 'fCo : Bottom: MP*4r.7lL \\
- z. t;.
_Se_()L/IE f..! c.re B..
- Tlme, FLOW METER RE:A:DING, Gallons FLOW,gpm Minutes Initial Flnal Difference
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- (/)
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- I '::fS, 3*5
.(t,.,S 18l.S'2... ~s I >Jt!..IM-iJ.$({' /ZL.C;i....:J \\ 8'? 92.. 7-S I e:;,f/), ~A- "::fS I ~c..tecasl(.C(....-1-J ~~~ \\-~l.,,tP4 - 85 2 (/)11'1. 8S I 1-JO!tff'ASI.f" ;:.*t_.al<./ Z¢(.LVf-85 2../ z.. z.::r 9$ 212*:t'3 95 213 (/)/ ':?'5 ZJ4,14 9S
- btf."C.~~Pl.scr Pt...6~J
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- <. @lJ> I i*Ll 9-4
'Zi/J'7~ lj4 1/Jt..~&;A-dli: r-tow ' ZtP9,"5f(/ '34 ~11.2..1 9'5 Form Rev 0- Reviewed by ____ . I I
- I i
I DOUBLE PACKER BOREHOLE PSRMEABILITY TE:ST DATA SHEET, AMEC ENVIRONMuNTAL & INFRASTRUCTURE, INC. Page 1 of 2 I PROJECT NAME: Clinch River SMR Proiect JOB f'IO. 6468-13-1072 DATE: 1*
- 1?:.*
Boring NoM p~ 401 Borehole Olameter, ln.: *3, 8 Total Borlng Dopth, Ft. 4f..(b Gnd Elev, Ft: ~-
- Casing Height above gto~nd, Ft:..:L.::f5
. Elev.' Top of Casing, Ft. (Gnd Elev + Casing Haight):. 8'&~, '\\.'3= Datum ~ ~o,'f'; 11.\\t'\\k'J TESIID: Mf-4!DI '2:.,... Test l~ngth: =f.S TestSectionDepth(fromDatum): From. 2.?>8,3'5 To 2A~ 1 2.'5 (A) Depth to Water Table From Datum, Ft: 51<4$.* * (B) Surface Gage Height Above Datum, Ft. _h5_.@ Test Water Temp: *-q. '8 "'P. Baro Pressure, psi; r 4 I;, 1: IJJc:.t..'-
- '5 ':'.)" r::
Depth to CenterofTesllnterval From Datum, Ft: 'i!..4~.S(/) (C) Distance Water Table to Center ofTest Interval Ft. ;2.3~.4'5 StatlcWat~r pressure at center:o:.(C62.4/144} + ~aro =* II <..t. MAXIMUM Ti::ST PRESSURE, Po"' ((A+B*1J.+ c*o.S7) [Po"' f4A 1 Test Pressure sequence;= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence !D: A B C 0 f: Po Values; 1/3 Po= _1:.8_; ~/3 Po=~; 1/2 Po" ~ 'Z Add Appropriate Po value to static pressure at center of test interval t.l t,'S'-' 11.\\11\\l'l TEST NO.Mf>-4¢1 c 1 Sequence No. 13 Planned Center Pressure:. p f ?._, Transducer Readings Before Packers Inflated: Top 2'/'1, <9 :2. ; Middle I t'Z
- SS :' B~ttom:
1/1_,., ~(p '13, s*t-Transducer Readings After Packers ln~ated: Top Z'i\\ *:1-f/): Middle { 14, 7-~ : Bottom: MP*4<ll I i?:4 ~,,~? ) '6 (,
- 1.
- N'SE(>)i/GM C~
CoM?"' T.:::> FLOW METER READING, Gallons Middle 'Time, FLOW, gpm Trarisducet Surface Gage Minutes
- Reading, psf Pressure, psi Initial Flnal Difference
<.6 t ~Y5.P/._~\\{l \\ '{) (.,.'Q-z. I 8 (.;CS "2.* ¢ 21 u 'Z. 9S l~i ~c:;} \\ 1)1) \\ ~(..,t"QZ... \\B lt>CS~ Z,.* 4
- 21(~, 9-S
.-;,s \\'5 ~ ~ ~ '..'~IP \\1)6<;;)'\\ \\'6 L,~l\\ (/) (j). iQl\\,~2 CJS REMARKS -*-~ \\'51 A,cP~ (/>(j \\. SGo':iL\\ ~8 l..tSS l z 1St 4Cbt6<fl \\ ~(g~)<o 18 <i--SS Cp c/>. 1'5 ~: 4\\ ~ IPlP \\8 ~~"6 t8 &,S<.t, .1 z.. ICi>', A\\~~ t'OG::~. [8 &~*q... \\
- 2.
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- Casing Height above ground, Ft:J....].5 Elav. Top of Casing, Ft. (God Elfllv + Casing Height): 82.~, 4s. Datum
~~ 1"~1!1111 TESTID:Mf-l\\1{[1 >t"' Testlength:. "f.5 ,Test Section Depth(frorilDaturn): From 2-o'B,;tS To c4Ca.'2.'5 (A) Depth to Water Table prom Datum,.Ft: <:?,cps Test Water Tem.p:. *~*ffop Sara Pressure, psi;...L4.Lll 1JJ lll..l- '5 9"' 1= (B) Surface Gage Heigh! Above Datum, Ft. t rS<t:J-Depth to Center ofT est Interval From Datum, Ft: ~0!\\?.,.Sc?l (C) Distance Water Table to Center of Test Interval Ft. ~ :> ~.4-<0 Static water pressure at center,. (C62.4/144) + Baro = I \\ <.... MAXIMUM TEST PRESSURE, Po'"' ([A+B*tJ + c*0,57) [P.o"' /4A 1 Test Pressure 'sequence ;z 1/3 Po, 213 Po, Po, 1/2 Po, Po Sequence 10: A 8 C D E Po Values: 1/3 Po,;, 4-8 ; 2/3 Po<=~; 1/2 Po"' ':t "Z.. Add Appropriate P~ value to statio pressure at center ofteat !n.terval ~111' TEST NO.MP,4¢!_Ef Sequence No. C Planned Center Pressure: pt'D<i) Transducer ~eadlngs Before Packers Inflated: Top T ransd ucar Readings Alter Packers I nil a ted: Top 167, <a '3. ; Middle R.J 1 * 'f(IJ ; Middle 1 t c:, s% ; Bottom: I/G..3Ga /13,5]- I /4,. ":f(p : Bottom: M.P*L/.(J) I
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- Clinch River Data Report Rev. 4 CRP-'1112.16 Page E.3-115 of 515 214, II
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- Form Rev 0 - Reviewed by--=-"'-
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- Casing. Height above ground, Ft:~5 Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8'Z,'~, -:\\;S:. Datum
- ** $1 r1-r1/11 TEST ID: Mf~41DL..'S.i Test ength:
- z. 5 Test Section Depth (from Datum)
- From 2.'08,3§ To. g4~.. 2.'5 (A) Depth to Water Table From Datum, Ft:~~*
- Statlc water pressure at center= (CN62.4/144) + Baro =
- SS.i Bottom:
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- Casing Height above ground, Ft:....L..]-5 Elev. Top of Casing, Ft. (Gnd Elev + Casing Height): 82.~ 1 £\\:S, Datum
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- Bar'ing NoM P~40!
- Casing Height above ground, Ft:_L3.'S Elev. Top of Casing, Ft. (Gnd Elev +Casing Height): 8Z~
- z. 5 Test Section Depth (from Datblm)
- From Z, '08.% To 2>4<-o, & '5 (A) Depth to Water Table From Datum, Ft:~~
- Po,.Po.
- B C
- 1/2 Po=
- Middle I 14-,.9<.,.
- Ttma, FLOW METER READING, Gallons Middle Minutes Initial FiMI Difference FLOW, gpm Transducer Surface Gage Reading, pst Pressure, psi tlP \\ 1.:0 n(.ll
- l £> 14\\
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- Clinch River Data Report Rev. 4 CRP-1112.16
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- Casing Height above ground, Ft:f
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- z,S Test Section Depth (from Datum)
- From 1'5'4, 2.. 3 To I t.P/, =!'?>
- MAXIMUM TEST PRESSURE, Po"" ([A+8*1J + C*0.57) [Po-= I ct> ~ 1 Test Pressure sequence:= 1/3 Po, 273 Po, Po, 1/2 Po, Po Sequence ID:
- B.
- rime, FLOW,gpm Minutes Initial Final Difference I~\\ "0~'* {])tp 18S~S
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- J. A Tlce, Technical Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-123 of 515 Mldclle Transducer Surface Gage
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- Time, Minutes Initial Final Difference 1 (D ' 1> *::n (j)(~
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- From Preliminary Boring Layout Survey FLOW, gpm
- ~
- z JS, G:z.. _ 1---- 5Ql' 29;,. c;)~
- Borehole Diameter, ln.:.a.Ji. Total Boring Depth, Ft.;2,~
- Statl.o water pressure at center"' (C*62.4t144) + Baro"' Z ~, '3&,
- Time, FLOW, gpm
- Transducer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference lt. \\4 ';) ( 4'ffl 8':>\\fP "7 (/) '1 C/!
- t(. \\"1\\.~((JV)
- TIME, SURFACE GAGE CENTER TRANSD~~
- 4788 field checked 6125113 Stop Watch: (Sportline 220)- L2S6 2786 6!10/13 Date of Calibration: Dates in italfijs after eguipment serial number Calibration due: _Post Testing _ _____ _
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- PlannectCenterPressure:_L\\A*r ~ "J/'S/t':J
- Bottom: a:z*$""7 Transducer Readlngs After Packers lnflated: Top &2., 0 CJ Middle *113, b 8 ' Bottom: 8' "? *,)C FLOW METER READING, Gallons Middle Surface Gage.
- Transducer REMARKS Minutes Reading, psi Pressure, psi lhitlal Final Dlflerence
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- I Clinch River Data Report Rev. 4 CRP-1112.16 Page *E.3-130 of 515
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- MAXIMUM TEST PR~,SSURE, Po"' ([A+~*1] ~ c:g.57) (fo ""*~.) Test Pressure sequence"' 1/3 Po, 2/3 Po, Po, 1/2 Po, Po
- 7 I~ '7/:i"/IJ
- 0 '/ ; Middle TransducerReadings After Packers Inflated: Top 0?2.,* 0 '-( ; Middle
- Time, FLOW, gpm
- Transducer Surface Gage
- r~~~,....:s
- From Preliminary Boring Layout Survey WI 21 Rev 4
- RCN: CRP-0414.4 Page 22 of 23 REMARKS
- .DATE: 7<'- 5*- 2'¢/ *3 DATACOLLECTED.BY: ?1J4 Mc.6Jnt'...kM. G.JJoD41i?.O SHUT~IN TEST PRESSURE:
- ~
- t,,
- t 'b47LJM Casing Hafght,.above. ll roun~, F.it: 0. 3 Elev. Top of Casing, Ft. (Gnd Eiev + Casing Helght)::713[.C, 8'. "'-9arurn~ 9\\. 7 - 1 (/} -i--s os;,;,7i11 7ts ':'.>
- MAXIMUM TEST PRESSURE, Po" ((A+~~1]. + c~o.57) [Po=< ~J Test Pressure sequ~nce = 1/3 Po, 213 Po, Po, 1/2 Po, Po
- C D
- 0 4 : Middle ~
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- transducer Readings After Pac~ers Inflated: Top 9?2,, 0 t.{.; Middle 13, (;. ff' Bottom:.t$""'/ ~ s*'
- Time, FLOW, gpm
- Transducer REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
- 9S
- ~%
- t4191Jf/J 153~\\
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- 1.
- TIME, SURFACE GAGE minute PRESSl.)RE, psi
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- MAXIMUM TEST PRf;:SSURE, Po"' ([A+FJ'1] + C:fl.67) {Po"'*'(&&~] Test Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po
- Planned Center Pressure; ~~~I!ZJ: (o. 7g 'T/14 : J.rj 1.3.
- Middle
- Time, FLOW,gpm
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- TIME, SURFACE GAGE CENTERT~---
- s-'
- rtn 1/'!i/I.J
- MAXIMUM TEST PRES pURE, Po"' ([A+B~1l + C';9.67) [Po;J!;f-1 Test Pressure sequence =>1/.3 Po, 213 Po, Po, 1/2 Po, Po
- '"'1MfJSequenceiD:
- Planned Center Pressure:
- t
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- Bottom: (} '2 * )
- Time, FLOW,gpm
- Transducer REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference l )),.. '""!:>() 3¢ B~~t
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- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-137 of 515
- TIME, minute
- t(r')" ':?; u*fe.3 Testlength:
- L\\
- Test Water Temp; '")~0 Baro Pressure, psi: II./* ~ S
- Middle 119,q 1.
- Bottom:
- Time, FLOW, gpm
- Transducer Surface Gage REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference 11/,C :s*
- ¢ 183.c:J 4>3
- I 0(//
- e*~~Yl
- From Preliminary Boring Layout Survey Wl21 Rev 4-RCN: CRP-0414.4 Page 22 of28
- POUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET Page2 2!,c>~t:r* 3 BORING: M:?-4\\$ ve-.-ap
- 5cr<'4_ A DATE: J- $*.. 2¢13, DATA COLLECTED BY: Td-1-- Mc.61f.. l. L.JI ~ 6o r-.;'CA.t<: t::>
- TIME, SURFACE GAGE CENTERT~~-
- \\~
- Date of Calibration: Dates in italics after equipment serial number
- z:.o,_,& 3 (/3) Zt/J/'3-(r:;--(/}'5 MP-4\\S t';c:H-'G' 3 (T)
- 7 MAXIMUM TEST PRESSURE, Po"' ((A+B*1] + c*o.57) [Po= lS'IJ'"'I Test Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po Sequence lD:
- 0;.112 Po= t:;
- 7_s-Add Appropriate Po value to statio pressure at center ofle$t Interval.
- Planned Center Pressure: ~Zd', 9-Transducer Readings Before Packers Inflated: Top J 0
- I 0
- Mldc;lla !19 /i J.
- 0 <1 ;. Middle til 4..R (,.
- Bottom: I ;{.31 2 J Bottom: l 3 0 * (] S" FLOW METER READING, Gallons Middle Surface Gage;
- Transducer Minutes Reading, psi Pressure, psi ln!!lal Final Difference 11'~9 a*:,~¢
- Z.l8,'58 9'S
- \\ \\\\ L\\ \\ U~ct>
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- From p'rellmlnary Boring layout Survey WI 21 Rev 4 - RC~ : CRP-0414.4 Page 22 of 28 Form Approved for Use on the Clinch River SMR Project-J.A. Tice Techncial Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-142 of 515 F.orm Rev 0 - Reviewed by
- -:r~ 1'5-Z¢/'"3
- ~ J_
- TIME, SURFACE GAGE CENTERTRAN~
- ~
- 4
- Test Water Temp: 7 r-o
- Baro. Pressure, psi: II./* ~ S
- (B) Surface Gage Height Above Oatum, Ft. -o. 3 Depth to Center of Test interval From Datum, Ft: A-S<> * ~ ~-
- 9.')
- _ 2/3 Po='.!.!!_!_
- .E.;.1/2 Po= 7.) *I!!"' Add Appr*oprlate Po value to static pressure at canter oftest Interval TEST No.zo,1.e. 3 Saquence No._
- C
- Planned Center Pressure:
- I 0
- Middle 0 9. q I
- Bottom:
- JQ
- 0 CJ ; Middle !rl Y. ~' : Bottom:
- FLOW METER READING, Gallons Middle
- Time, FLOW, gpm
- Transdueer Surface Gage Minutes Reading, psi Pressure, psi Initial Final Difference t ~ CS"2...
- From Preliminary Boring Layout Survey REMARKS 73§td!W W121 Rev 4. RCN: CRP;0414.4 Page 22 of 23 l./.
- TlME,
- S.URFACE GAGE minute PRESSURE, psi
- Planned Center Pressure:
- Middle J) 9
- q J.
- Bottom:.J.-;(3,) ;i
- Bottom: 130.~S""
- FLOW METER READING, Gallons Middle Surface Gage.
- Time, FLOW, gpm
- Transdueer Minutes Reading, psi Pressure, psi IJ'litial Final Difference t\\, rs~*\\ (p'J_
- 8'3~~
- ¢ (6
- From Preliminary Boring Layout Survey
- REMARKS 73(f{u,IJJ Wl21 Rev 4-RCN: CRP-0414.4 Page 22 of 28 Form Approved for Use on the Clinch River SMR Project-J.A. Tice Techncial Lead Form Rev 0- Reviewed by 5 52-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-146 of 515
- ~l ~* $ ~ Z¢1 *:;
- TIME, SURFACE GAGE minute PRESSURE, psi Page 2 CENTERT~~-----
- Flow Meter: (Mastel' Meter 1344)- 8824788 field cliecked 6/25113 Stop Watch: (Sportline 220)- L286/2786 6/10/13 Date of Calibration:* Dates in italics after equipment sel'ial number Calibration due: ]ost Testino.......--~---
- 1. L Form Approved for Use on the Clinch River SMR Project-J.A. Tice Techncial Lead Form Rev 0- ReViewed by <;f2.-. l~fflfLJ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-147 of 515
- Gnd Elev, Ft: 78<:.(.[ T::;JI)., rt..f.l<-'\\
- Elev. Top of Casing, Ft. (Gnd Ele~ +Casing Helght):18t/1.)8 "' blatum
- 7 ~ f.t{J
- I '3 ~.\\..
- 7. ) _Test Section Depth (from Datum): From ::l Q. £ To dfo O. ()
- 7 it
- 7!'" Add Appropriate Po value to static pressure at ce11ter opastln\\erva1 TEST NO.Zo11e 3 Sequen~ No.
- Planned Center Pressure: ~f I
- Z.
- Middle I) 9
- q I.
- Bottom: I Pl3 ~ '7 J Transducer Readings After Packers lnfla!ed: Top flQ. 0 q ;. Middle ld 4 *
- Bottom: I 30
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- FLOW ~ETER READING, Gallons FLOW,gpm MJ.~dle Surface Gage
- Time,
- Transducer REMARKS Minutes Reading, psi Pressure, psi Initial Final Difference
- it.Yetm 11-/
- 9.
- i~,~-1)'
- From Preliminary Boring Layout Survey t
- {1, Stop Watch: (Sportline 220)- 1286/2786 6!1011$
- * '., :: 1&~~\\
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(/J ~~g, &3.9) (/) 14/, II 5? J !f_ I ¢_¢.r1J 8"3~1 t5391 ¢ 141.¢3 _* 5'5 14 1@3(/J ~ *)'?\\ 8':b':>\\ (/> 14~.4':7 ' 4'5 14 II rJH) ~*'¥71 0 s~~{ ¢ I 4 ~_~_'2.'3 a,s (4 I t "3*¢1 a*~~' 8"~<;)\\ 41 ./49~'5~ c~s ILl '*z (/) (/) tn~!>l 8;*~~\\ ¢ IL\\.~ f.. l~ w.-'5 l4 l '2.. '3¢ E:>'~~' g :2.-'7. I (4 \\4~,(/.tl &'S f.----* ILl 1'3 *~¢ 73'o7'ro *i'-A.. I ;e.t.\\N s 01:../C'r:!' r2 :: /L\\: \\4'. T&,.*:>
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~
EQUIPMENT USED. Transducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6/12/13; 315381/R24039 (inte1*mediate) 6120/13; 1'41142/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: (Dal'O Troll) 121315@2669 6/12113 Flow Meter: (Master Mete** !344)- 8824788 f1e!d checked 6/25/13 Stop Watch: (Sportline 220)- L286/2786 6!10/13 Date of Calibr-ation: Dates iu italics after equipment serial number Calibration due:. _Post Testing, ______ _ WI 21 Rev 4 ~ RCN: CRP-0414.4 Page 23 of 23 Form Approved for Use onthe Clinch River SMR Project-J_.A. Tice Techncial Lead Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-143 of 515 Form Rev 0- Reviewed by ___
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATASHE!ET AMEC ENVIRONMENTAL& INFRA~TRUCTURE, INC. Page 1 of2 PROJECT NAME: CUI)cil Rl'ler SMR Proleot JOB NO. 6488-13-1072 DATE:)./:> LJ ~ Boring NoM P-Llf'f" Borehole Diameter, ln.;S.$ Total Boring Depth, Ft.&'{O; ! Gnd Elev, Ft: 78'l*l. tJ 1.\\71../M. Casing Height above ground, F.t:.a.I8 ,,.. ~)lev. Top of Casing, Ft. (Gnd Elev *~Casing Helght);JlN 6? "'*Sffit/m* 0~. '::f-1 (/)- r> .. ~. (z-;;z.s.,, "'c:.,~:f .. t TEST ID:M.f * £11'> Z...:e-3 Test length: /. $'"' Test Section Depth (from Datum): From.;;? $':?. S To dfa (), 0 (A) Depth to Water Table From Datum, Ft: l3
(C) Distance WaterTabie to Center of Test interval ~t.¢?4A
Statio water pres~ure at center::: (C*62.4/144} + Baro" {tq,*7 MAXIMUM TEST PRE:SSURE, Po"' ([A+B*1]*~ C*0.67) [Po"' l :,-/,('] Test Pressure sequence= 1/3 Po, 2/3 Po, Po, 1/2 Po, Po. Sequence 10: A B C D E Po Values: 1/3 Po"' j(), 5
"Z,;~ \\, 2.. Transdueer Readings Before Packers Inflated: Top ~ 0
Transducer Readings After Packers Inflated: Top
/;{3.'/,2 t3o.fl~
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Form Approved for use on the Clinch River SMR Proje~t-J.A. Tice Techncial Lead Form Rev 0- Reviewed by gtL-* 1~/ J~J Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-144 of 515
DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEE'l' Page2 BORING: ly(P~ 415 ~btfifP. Str~ c. DATE:_? < ~/3 DATA COLLECTED BY:,/ot-.ot. IVfc Gn:.. L /,77M. 6 oDZ:::,4/£0 SHU'T-IN TEST PRESSURE: f-11'A psi s&-t:F.. ~1 i 14\\f \\"t ]->JI:S
~ \\ ~e ---- t\\ """ '-/---- \\~ ~ EQUIPMENT USED CENTER TRANS~~ PRESS'QR}i:,.- Transducers: Level Tt*on 700 Serial Numbers: 335896/R24844 (shallow) 6/12/13; 315381/R24039 (intermediate) 6/20!13; 141142/R20367 (deep) 6120/13; 31538(}/R24038 _(spare) 6120/13 _______ --...,..--'---- Surface Pressure Gage: (Both Wih:a 2i3,53)- MW*3 (at pump); MW-4 (at totalizer) 6/l.l/13 _____ _ Barometric Probe: (Baro Troll) 121315/R22669 6/12113 FlowMeter: (Master Meter 1344) -8824788 field checl~ed 6/25/13 Stop Watch: (SportUne 2.20)- L286/2786 6(10/13 Date of Calibration: Dates in italics after eguipment serial number Calibration due: _yost Testing__ _____ _ WI 21 Rev 4-RCN: CRP*0414.4 Page 23 of 23 Form Approved for Use on the Clinch River SMR Project-J.A. Tlce Technclal Lead Clinch River Data Report Rev. 4 GRP-1112.16 Page E.3-145 of 515 Form Rev 0- Reviewed by
i t i I I I [ ~ I - --1 i I OOUB!..E PACKER BOREHOLE: PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTURE, INC, Page 1 of 2 PROJECT NAME: Qlinch RlverSMR Protect JOB NO, §468-13*1072 DATE: )/.:r /1 j Boring Nol>'lP~t[ IJ Borehole Dlameter,ln.;"3.8 Total Boring Depth, Ft.a.:/0. I Gnd Etev,Ft: 78'1..l_ 'C/.4.7~'""' Casing Height above ground, Ft~ Elev)Top ~fCaslhg, Ft. (Gnd Ele~ +Casing Helght):7lN68 t=.Qall:lffl- ~ *. q-I<P --n ~ (2:.'52-t'? "1:<'.;... ;~-~ TEST ID :M.f~ LIJS '2: o*ld Testlength: I* :::> Test Section Depth (from Datum): From &2 S'P?. 5" To dfo O. 0 (A) Depth to Water Table From Datum, Ft:.l~ Test Water Temp: 75"0 Sara Pressure, psi: II./.IJ S . (8) Surface Gage.HelghtAbove Datum, Ft. ~o. 3 Depth to Oenterof.Test"lnterval From Datum, Ft: ~S"C. * ~ s-(C) Dlstl:lnce Water Table to Center ofl"est'lnterval FtO?L[~.9S Stallcwater pressure at center= (0"62.4/144) + Baro"' II '1..'] MAXIMUM TEST PRESSURE, Po= ([A+B*1.] + C*0.67) [Po,. l S'/.'.)] Test Pressure s~quence = 113 Po, 2/3 Po, Po, 1/2 Po, Po. Sequence 10: A. B C D E Po Values: 1/3 PQ =_50_._5_:. 2/3 Po= _t_o_t-._O;.1/2 Po., 7:J.75 Add Appropriate Po value to stattc pressure atcenteroftestinterva1 TEST No.:Zo,-te. 3 Sequen~ No. __.~l"')....L.~---: .
I ~5.4 <6 Transducer Readings 8efore Packers Inflated: Top ~ 0./ 0
Transducer Readings*After Packers Inflated: Top Q?O. 0 q ;. Middle '*lJ Y..R C.
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S"59(,A ¢ c6 \\ e;~ ~'=1(/J c~s l* '2.\\(~(/)W</l 6'!J'?~ 5~~()1. (/; yj l 'B~, 1$ (b$ t :z.~ ¢r/J', 3c{J. s*~~~ 83<?!f)
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i I I i i I I I I I \\ I I DOUBLE J>ACKER BOREHOLE PERMEABILITY TEST DATA SHEET BORlNG: I'-1P~ 415 t;)4EC4fP Sc!S'~ Z) DATE:
DATACOLLECTEDBY: 70~ 1-A..:Gn.. ~.-/.;r;""' C!I *~OO.ti/C?.b sHuT~ IN TEsT PREssuRE: 1-1 Ia I ' psi '5'1!E&t* 7-t:, 1 \\1-\\11 IJ
PRESSU 1 . \\ \\.;:.Gs'~ ~ \\ ""(' v::.,._--- \\"-\\:;---- \\' '\\ '\\* ... ~ EQUIPMENT USED Transducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6112113; 3'15381/R24039 (intennediate) 6120/13; l41142/R2~367 (deep) 6120/13; 315380/R24038. (spare) 6/20113 ___________ _ Surface Pressure Gage: (Both Wika 2i3.53)- MW-3 (at pump); MW-4 (at totalizer) 6111/13 _____ _ Bar~metric Probe: (Baro Troll) 121315/R22669 6/12113
Wl 21 Rev 4 ~ RCN: CRP-0414.4 Page 23 of 23
I I I DOUBLE! PACKER BOREHOLE PERMEABILITY TEST DATA SHEET AMEC ENVIRONMENTAL & INFRASTRUCTUm:, INC. ,page 1 of 2 PROJECT NAME:.Cltnch River SMR ProJect JOB NO. 6468-13-1072 DATE: J fj- /Jj Boring No/l1 P~~ I) ' ~orehole Diameter, ln.;3.$ Total Bortng Depth, Ft;.);(), l
.Casing Height above ground, Ft:l2J:8
(z:.s*~.s "r"'*e.c..!] 'it'~ TEST ID:M.~* lj 1-f Z a.:e.3 Test length:
(A) Depth to Water Table From Datum, Ft:~Ll., Test Water Temp: 7r0 Baro Pressure, psi: I L/. ~ r . (6) Surface Gage Height Above Datum, Ft.-() *.?, Depth to Center of Test Interval From Datum, Ft: A.S"'<., 0? s-'. (C) Distance Water Table to Center of Test Interval Ft.o? 4~.9 :':>-. Static water pressure at cent~r"' (C*62.4/1~4) + Bare"' II 'f *
.(, MAXIMUM TEST PRESSURE, Po:: ((A+B*1] + c*0.57) [Po= tS"'/.'S'""] Test Pressure sequE!nc~ = 1/3 Po, 2/3 P~, Po, 1/2' Po, Po ~ Sequence ID; A 13 C D E .Po Values: 1/3 Pl;l =50. 5 ; 2/3 Po= I 0 t. 0; 1/2 Po= 7 :i
E.
Transducer Readings Before Packers Inflated: Top ~ 0./ 0
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WI 21 Rev 4 - RCN: CRP-0414.4 Page 22 of 23 ~prm Approved' for Use on the ~linch River S~R Project-J.A. Tice Techncial Lead. Form Rev 0 *Reviewed by C,fl Clinch River Data Report Rev. 4 CRP-1112.16 Page E.3-148 of 515
I ' I .... *.;rc - -.-*.... ----... ,..,2( ~...... ~~~~7 7ff~!~** :.? ~- ~-~.~...... :,. f.( <o;'"t.- . "":;(: ?IX * ,1:1" .. ?':;::*.. ~. ', */~. . Page 2** DOUBLE PACKER BOREHOLE PERMEABILITY TEST DATA SHEET . *.. :: \\: '.'1:. BORING: AdP*415.-f.JfYtirP ~I!"~ [;;. DATE: 7 ~ 5'- 201,1 DATA COLLECTED B'Y: -'-'"""'"':.....;.,..;;...;.....;;~'-='+-';;;........;...;..,-= SHUT~IN l.:-' 5 - I '3.. 'f;. EQUJPMENTtJSED / -, TI~ansducers: Level Troll700 Serial Numbers: 335896/R24844 (shallow) 6112113; 315381/R24039 (intennediate) ~-\\~~ 6/20113; 141142/R20367 (deep) 6/20/13; 315380/R24038.(spnre) 6/20113 . -:~ Surface Pressure Gage: (Both Wil<a 2.13,53) ~ MW.:.3 (at pump); MW-4 (at totalizer) 6/11/13 _____ _ Barometric Probe: (Baro Troll) 121315/R22669 6/12113 Flow Meter: !Master Meter 1344) -8824788 field ciiecl<ed 6/25/13..
Date of Cnlibi*ation: Dates in italics aftel' eguipment serial number Calibration due:.Yost Testint:>.-...-----~- --- 1 * -----------------------------------~ . 1' I I,*
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WI* 21 Rev'-.4.- RCN: CRP-0414.4 Page 23 of 23 Form Approved for Use on the Clinch River SMR ProJe~t-J.A. Tice Technclal Lead Form Rev 0- Reviewed bY,~ f'v{f1/IJ Clinch River Data Report Rev. 4 CRP ~~J.1~.1~~.. Page E.3-149 of 515 -~-~~~~.~* ~*:l~(*J *:>.**;
PACKER TEST FLOW RATE GRAPHS Boring MP-416 Packer Test Intervals: (below ground surface) (below top of casing) MP-416 Zone 1: 75.0 feet to 82.5 feet Not Tested MP-416 Zone 2: 89.0 feet to 96.5 feet: 89.79 feet to 97.29 feet MP-416 Zone 3: 109.0 feet to 116.5 feet: 109.79 feet to 117.29 feet MP-416 Zone 4: 205.0 feet to 212.5 feet: 205.79 feet to 213.29 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.3-150 of 515 a me}}