ML19030A978
| ML19030A978 | |
| 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: ML19030A978 (185) | |
Text
{{#Wiki_filter:APPENDIX E.4- Slug Test Data- No Change for Rev. 4 ame Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-1 of 185
Prepared by/Date: fu .:(<it4-Checked by/Dat/ ;'C'$4 3/t..j,; 'f TableE.4.1
SUMMARY
OF SLUG TESTING
"'C(")
Ill - CLINCH RIVER SMR PROJECT (Q -* t1) ~ AMEC PROJECT NO. 6468-13-1072 m:::T
~:;o N ;::*
0 !!l
-c SOLID SLUG ID/
~2l WELLID SLUG TYPE VOLUME, COMMENTS CJIQ) cu. ft.(')
~ OW-1010 Pneumatic N/A "C
0 Initial rising head and falling head tests were rejected. The Rising/Falling Head tests were re-run as Rising/Falling Head Test 2. Files form initial test not plotted
~
OW-101L Pneumatic N/A or included
~ OW-101U Pneumatic N/A
- OW-202D Solid SS-2/0.048 A pneumatic test was attempted, but the well was not holdinQ pressure. The test method was chanQed to the solid sluQ method.
""'(") OW-2021.: Solid SS-1/0.051 A pneumatic test was attempted, but the well was not holdinQ pressure. The test method was changed to the solid sluQ method.
- o OW-202U. N/A N/A Test not run due to low water level "P
.... OW-4010 Solid SS-1/0.051 A pneumatic test was attempted, but the well exhibitied very slow recovery. The test method was changed to the solid slug method.
........ OW-401L Pneumatic N/A OW-401U Pneumatic N/A
....~ OW-409L Pneumatic N/A
"' OW-409U Solid SS-110.051 The water level was within the screened intervaL The test method was assigned as a solid slug method.
OW-415L Pneumatic N/A OW-415U Solid SS-1/0.051 The water level was within the screened intervaL The test method was assigned as a solid slug method. OW-416L Pneumatic N/A OW-416U Pneumatic N/A OW-417L Pneumatic N/A OW-417U Pneumatic N/A OW-418L Pneumatic N/A OW-418U Pneumatic N/A OW-419L Pneumatic N/A Initial rising head test rejected and re-run as Risinq Head Test 2. Rles from initial test not included or plotted. OW-419U Pneumatic N/A Initial risinQ head test rejected and re-run as RisinQ Head Test 2. Files from initial test not included or plotted. OW-420L Solid SS-1/0.051 The well would not hold a vacuum; the test method was changed to the solid slug method, and the transducer was lowered to accommodate the solid slug. OW-420U N!A N/A Test not run due to low water level OW-4210 Solid SS-2/0.048 Test assiQned as solid sluQ method OW-421L Solid SS-1/0.051 Test assiQned as solid slug method OW-421U Solid SS-2/0.048 Test assigned as solid slug method OW-423D Pneumatic N/A OW-423L Solid SS-1/0.051 A pneumatic test was attempted, but the well was not holding pressure. The test method was chanqed to the solid sluq method. OW-423U Pneumatic N/A OW428D N/A N/A Test not run due to variable water conditions OW-428L Solid SS-2/0.048 Test assiQned as solid sluQ method OW-428U Solid SS-1/0.051 The water level was within the screened intervaL The test method was assiQned as a solid sluQ method. OW-429L N/A N/A Test not run due to low water level OW-429U *- . Solid - - - - - - SS-1/0.051 Test assigned as solid slug method (1) Solid slug volume calculated from measured diameter and length
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-1 01 U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/15/2013; 9/16/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 101 UBR 2013-09-15 10-52.44 (contains background and pressurization/equalization data for rising head test)
- 101 UR 2013-09-15 10.49.20 (contains test data for rising head test)
- 101 UBF 2013-09-16 10.43.51 (contains background and vacuum/equalization data for falling head test)
- 101UF 2013-09-16 14.04.03 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing = 20.84 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point. *
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:__Lli_C tfl of i'i Checked by/Date: ~J /'(., /r4-l/ - Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-3 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weill .D.: OW-101 U Date of Observation Well Installation: 7/31/13 Date of Well Development: 8/20/13 Observation Well Northing: 570235.5 US ft Easting: 2448339.3 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed approximately 5.0 and 25.0 feet below ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/7/13 through 8/20/13. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _M_._L_e_a_r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_9_8_.4_2_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 800.73 ~
*~ 4( Top of Casing Elevation: 803.72
~-- Ground Surface Elevation: 800.58 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 15.0 Elevation: 785.6 4( Filter Pack Top Filte r Pack ," Depth: 21.4 Elevation: 779.2 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 26.0 s creen Top Elevation: 774.6 Type of Well Screen: PVC 46.5 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 50.0 Screen Bottom Depth: 46.0 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 754.6 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-4 of 185
OW-101U Background Pneum atic Slug Rising Head Test 9-15-1 3 14.32 , . . - - - - - - - - - - - - -
- g
<IJ u .g Ill 14.3 ~
..8 14.29 +"';,~-*
<(
2l ~ "o 14.28 + - - - - - ~ ~
- I:
14.27 +---- *------* 14.26 -+--- 0 50 100 150 200 250 .300 350 400 450 Elapsed Time (seconds) Note: Transducer depth= 35.13 ft below Top of Casing. Prepared by/Date: _,...,......!.:/{.::..:.l,~c::._L_1. !,.;/!,_:. ./). t. ./.:. q.__
.JI ____
Checked by/Date: -...9}t)~_/iL'...:...-L/~c'-4:._______ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-5 of 185
OW-10 1U Pneuma tic Slug Rising Head Test 9-15-13 14.4 ..,-------~------- 14.2 +--------------* g 14 +--- --* QJ u
.g 13.8 +---* "'c: ~ QJ 13.6
..c 5
<l: @ 13.4 -+------------*----- ~
Ei 13.2 +-------------------------------------- ~ ~ 13 +-- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 12.8 12.6 0 500 1000 1500 2000 2500 3000 3500 4000 4500 Elasped time (seconds) Prepared by/Date: -tt!:::..*lA\..:::::__l..L{~tt>..t./.!-!Y.L.----- Checked by/Date: ---7fJSf!--:::.J'tjL..Lf!..:.:..r'-Lf-~.- l t_:...4-_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-6 of 185
OW-101U Background Pneuma tic Slug Falling Head Test 9-16-13 0 50 100 150 200 250 300 350 Elapsed Time (seconds) Note: Transducer depth= 35.13 ft below Top of Casing. 1 Prepared by/Date: t\AL (lolly Checked by/Date:~~ .~-/,_t4~**-_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-7 of 185
OW-101U Pneu mati c Slug Falling Head Test 9-16 -13
+----------------------------------------------------------------------
30 g..... 29 .5 ~*!-'--*--~-~~~~~ Q) u
- l "51 c:: 29
~
f-
~
_g 28.5 Q)
$"' 28 +"' "-'- ---- ---- - .....0 i27.5 +------~~~--------------------------------------------------
- I:
27 +-- ---- - 0 2000 4000
. 1 6000 8000 10000 12000 Elapsed Time (seconds)
'-- --- --- --- --- --- --- --- Note: Transducer depth= 35.13 ft below Top o~g Prep a red by/Date: _ _:_[G::.:;\,\:::t~:____:_lwll~0-:-l~li~.--- Chec ked by/Date: --~.4*;L,;;},.l.*_;~/L..!,~'_,_,[_i.t4_:____ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-8 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-1 01 L Test Method: ASTM D 4044-96 (2008}, Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/14/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test No. 1
- Rising head test No. 2
- Background water level for falling head test
- Falling head test No. 1
- Falling head test No. 2 Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 101 LBR 2013-09-14 18.48.15 (contains background and pressurization/equalization data for rising head tests)
- 101 LR 2013-09-14 18.49.18 (contains test data for rising head test No. 1)
- 101 LR2 2013-09-14 18.50.39 (contains test data for rising head test No. 2)
- 101LBF 2013-09-1418.49.34 (contains background and vacuum/equalization data for falling head tests)
- 101 LF 2013-09-14 18.49.58 (contains test data for falling head test No. 1)
- 101 LF2 2013-09-14 18.50.19 (contains test data for falling head test No. 2)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing = 44.09 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
1 Prepared by/Date: ~ h1 L /1~>/l£1 Checked by/Date: --$;}- 'f_t /r4-Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-9 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-101L Date of Observation Well Installation: 7/31/13 Date of Well Development: 8/7/13 Observation Well Northing: 570262.0 US ft Easting: 2448370.8 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/6/2013 through 8/7/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _M_._L_e_a_r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_7_3_.4_7_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 800.81 ~
*~ 4( Top of Casing Elevation: 803.48
~-- Ground Surface Elevation: 800.66 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 126.6 Elevation: 674.1 4( Filter Pack Top Filte r Pack ," Depth: 133.6 Elevation: 667.1 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 138.0 s creen Top Elevation: 662.7 Type of Well Screen: PVC 158.5 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 161.0 Screen Bottom Depth: 158.0 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 642.7 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-10 of 185
OW-lOll Background Pneumatic Slug Rising Head Test 9-14-13 5.8 5.79 5.78 g_
~ 5.77
- s "C
~ 5.76 1- ~ ._
_g 5.75 --- <( 2:1
~
- l: 5.74 0
~ 5.73 QJ
- I:
5.72 5.71 5.7 0 50 100 1.50 200 250 300 350 Elapsed Time (seconds) Note: Transducer depth = 49.85 ft Prepared by/Date: tHL 1{ to/l4 Checked by/Date: ~*+-j';_,_,fl'-!/_,_t_,4'----- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-11 of 185
OW-lOll Pneumatic Rising Head Test No. 1 9-14-13 6 - -----------**---------------------**-------------------------*---------- g
~
QJ
~ s . ---1-----J'- ~
c
~ ~
..Q 4.5
.0: ~ .fl ~
'0 4 ---lf-------------------------------------- ~ J:'" 3.5 +------+------*----*---------------'------------------------
+------,--.---- ---,------ *----.------ -.-----.,..- ------.*---- --.--------,
0 20 40 60 80 100 120 140 160 180 200 Elapsed Time (seconds) _________________ Tr_an_sd_u_ce_rd_e:_pt_h=_4_9.85 ft below Top of Casing. Prepared by/Date: ~K.-:*~_t.._..:.,JI(LJ.l_o!:_.{l_ll_ _ __
~----
Checked by/Date: -#Jf--.1-L-.t:::td'L....,I-'}....:..:h+/+-(4.. .:. .
- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-12 of 185
OW-lOll Pneumatic Slug Rising Head Test No. 2 9-14-13 0 20 40 60 80 100 120 140 160 180 Elapsed Time (seconds) Transducer depth
- 49.85 It below Top of Casl11g.
Prepared by/Date: __t--.l4_L_l.:......(l_1)_11_;_ 1 ( Checked by/Date: --tJfl'-f*.:c..J_Oi:l-_,_'/'-'t_,_t/._,t..d:_;___ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-13 of 185
OW-lOll Background Pneumatic Slug Falling Head Test 9-14-13 5.78 5.77 5.76 u ~" 5.75 c ~ 2
~
.5.74
('- ~ b 5.73 .J:
- ~
- r:
5.72 5.71 5.7 0 100 200 300 400 500 Elapsed Time (seconds) Note: Transducer Prepared by/Date: __~_:t~_L_\_/_1D_]-"/~---- Checked by/Date: ct'J-- 'h, /(4 {/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-14 of 185
OW-lOll Pneumatic Falling Head Test No. 1 9-14-13 9 ,-------------------------------------------------------------------------------- 8.5 ______, ____ * - - - - * - * - - * - - - - - - - - - - * - - - - - - - - - - - - - -..- s.s +-------.-----------r---*--*-----r---------;----------r--..;...,..._______r--________,---____---, 0 20 40 60 80 100 120 140 160 Elapsed Time (seconds) Note: Transducer depth= 49.85 ft below top of casing. Prepared by/Date: ~t\l... \()1>/lvt Checked by/Date: --J:O 'f,J 14-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-15 of 185
OW-lOll Pneumatic Slug Falling Head Test No. 2 9-14-13 9 - - 8.5 g
\
@ 8 1.)
-- ~
- l
"'C Vl t!::"' 7.5 -
\
\
~
0 ..0
<(
\
~ 7 - -------------------~
....0 .fo 6.5
- a;
- I:
6 ........_ F--- 5.5 0 20 40 60 80 100 120 140 160 180 Elapsed Time (seconds) Trandsucer- depth= 49.85 ft below Top of Casing. Prepared by/Date: ___,~::-\A.:_:_t-_,_-..::./_U>_ll_l'i_ _ _ __ Checked* by/Date: --./Af-F-'.I;;li;LJ_.~'--'~"-/~14,__ ____ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-16 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468~13~1 072 SLUG TEST DATA REPORT Observation Well OW~t01 D Test Method: ASTM D 4044~96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/29/2013; 9/30/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 101 DBR 2013-09-29 14.58.49 (contains background and pressurization/equalization data for rising head test)
- 101 DR 2013-09-29 16.49.19 (contains test data for rising head test)
- 101 DBF 2013-09-30 11.22.17 (contains background and vaGuum/equalization data for falling head test)
- 101 OF 2013-09-30 12.22.58 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing= 60.74 ft
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
(C,Ut- l(lbJfL{
#::J Prepared by/Date:
Checked by/Date: r/11 / ( 4-Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-17 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weill .D.: OW-101 D Date of Observation Well Installation: 7/30/13 Date of Well Development: 9/4/13 Observation Well Northing: 570274.9 US ft Easting: 2448386.4 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/2/2013 through 9/4/13. Seep holes drilled into protective steel stick up cover upon completion of well installation. Well borehole over-drilled per SDDR CRP-19. Over-drilled portion of borehole filled with DSI No. 2 Well Sand prior to well installation per SDDR CRP-19. AMEC Inspector Supervising Well Installation: _M_._L_e_a_r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_4_9_.3_9_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: Steel Stick Up Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 800.82 ~
*~ 4( Top of Casing Elevation: 803.57
~-- Ground Surface Elevation: 800.65 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 219.2 Elevation: 581.5 4( Filter Pack Top Filte r Pack ," Depth: 225.8 Elevation: 574.9 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 230.5 s creen Top Elevation: 570.2 Type of Well Screen: PVC 251.0 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 261.5 Screen Bottom Depth: 250.5 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 550.2 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-18 of 185
OW-1010 Background Pneumatic Rising Head Test 9-29-13 11.85 . . , - - - -
- g e
- :l l.l.S
""'"'c ~., 0 ~ 2J ~ 'l5 .1: 11.75 - "*-----.................,_ .........- .. - ..............._ ....,...__ ,_,___ ,, ........................- ......................- ........... _...._,,_,., __, ..............._, _____, __ ,__, ______, ___,,_............................................._ .. ,,.......................- ...............................................................- ....- ............................................
- I:
11.7 --------,.------.----- -~------.~------. 0 100 200 300 400 500 600 700 Elapsed Time (seconds) Note: Transducer depth::::: 72.56 ft below Top of Casing. Prepared by/Date: /LrlL t(l"o[ti.-1 Checked by/Date: -----~!~;;<....(----~'-*,'-',-'-f -. . .r1.._-_ . . __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-19 of 185
OW-1010 Pneumatic Rising Head Test 9-29-13 12 11.8 11.. 6 ~
~
/
~ 11.4
~
e 11.2 --
~" ,:"' /_
I
<IJ "0 .c 11 2l I ~
10.8 -*------- - ------- 0
..c:
i/
*~ 10.6 -
- t:
10.4 - 10.2 1----* -*-- 10 0 1000 2000 3000 4000 5000 6000 7000
- -*---*--**-*-**--------------**---------*------*---* -*---*-----**---*-~l_apse~:tJmeJ~c~.~ds) ---------*---*-_::r:.>-'2:~.<::..*.r..~:_e~h =7~.:~!:et below :;:c>p_o_!,~aslnl!:._ __ _
Prepared by/Date: ---=-~~-..:,*\A,.-\.---,.tJ..,/.!._1D_}l_-=-ll...!.._{_ __ Checked by/Date: _ _Yt__ __,Sht...fo"-""J=-r t:_t-!t,__,c'--'-4_-_ __ ZJ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-20 of 185
OW-1010 Background Pneumatic Slug Falling Head Test 9-30-13 12 ~--------------------------------------------------------------------------------------- 11.95 -**--*-***--****--****-*-**-**---*--***-*-**-*--*--*-**-*--*--**---****-*-**--****--****----*---*---*----*----******----*--------*--*----****----*---*--*-----*-***-**-*-***---*-***----***-- g
+-------------------------*----------- -----------------------*------ ~ ~ ll.9
-c ~
~ 11.85 +-----------*-----------*-------- ---------------------------
~ j 11.8~ 0 ~
- §
- I:
11.75l---------:__------------=====:::=::::::::~,.......,-.....,._;;;;c--------------------
....-..----*-*r
+-----*****-*--*--*-*-*r*****-*****----*********r**---*-------****r--*--*--*---*-.--------**-*---*r-----*****-*-*-r---------*-;*--**--**--**--r--*-*-*------..,...-*-
ll.7 0 100 200 300 400 500 600 700 800 900 1000 Elapsed Time (seconds)
* - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Note: Transducer depth~ 72.56 It below Top of Casing.
!fJl Jt;~
Prepared by/Date: ----"':'~_,_\;~_L._t-!-'/)_l>"'"'Jl'---{c___ __ Checked by/Date: I (4-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-21 of 185
r-----* OW~101D Pneumatic Falling Head Test 9-30-13 15.5 15 ~------------------------------- 14.5 -------------*-----******---___,.~------*-*----**----*---*----**-*---*-~*-*--------*---*----- g
~ '5"I 14 'it--'o:--
c:
~ ~
_g 13.5
<( ~
i
- 13 -~- --*---**----- *-*-..---*---*--*-*-..*~*-**-**-*--*-*--**---*---*-*-**-....**-*---~-----~*-*---*--*~---*--**-----**--*--*--***-----**-**---*--*-*-------*--*-*--**------*"*
12.5 I
-H'--------------~---""""'o;::---------------------------------------------*-----
- 12. t----*---*----------------=-"::::::=---~:.:::::::=:=========
11.5 +---------*-r---------,..-----------.,.------------,....... ---------,---------*--;c----------,---*------, I 0 500 1000 1500 2000 2500 3000 3500 4000 Elapsed Time (seconds) Transducer depth "72.56 feet below Top of Casing. I '----*-------------*-------- -*--------------------------*--------------- ---.J Prepared by/Date:* Cb\L t/tD//tf
<.L.~.JL...L.~_ft-'-/_,_r....:.4-_-_ _ _ __
z; Checked by/Date: -1Qj<f-". Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-22 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-202L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 9/29/2013; 9/30/2013; 10/2/2013 Well Construction Diagram Plots:
- Background water level for solid slug falling head test (see note 1 below)
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 202LBF 2013-09-29 17.00.37 (contains background data for falling head test)
- 202LF 2013-09-30 07.57.06 (contains test data for falling head test)
- 202LBR 2013-09-30 08.41.00 (contains background data for rising head test)
- 202LR 2013-10-2 07.29.44 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background" file prior to initiating a test. For this test, an unexplained increase in water level between ending the background check and starting the falling head test occurred. The data for the background file is considered questionable. AMEC recommends using the portion of the falling head test file immediately prior to the slug insertion to obtain the reference head for the test analysis.
- 2. Static water level (below top of casing) prior to testing =48.21 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- 5. A pneumatic test was attempted, but the well was not holding pressure.
The test method was changed to the solid slug method. Prepared by/Date: f2:M 4/.i ),a-Checked by/Date: C!"PT?! ,/c;/19-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-23 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-202L Date of Observation Well Installation: 8/20/13 Date of Well Development: 9/15/13 Observation Well Northing: 570934.2 US ft Easting: 2448064.9 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/14/2013 through 9/15/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_7_8_.2_7_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 812.23 ~
*~ 4( Top of Casing Elevation: 815.05
~-- Ground Surface Elevation: 811.97 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 141.1 Elevation: 670.9 4( Filter Pack Top Filte r Pack ," Depth: 147.0 Elevation: 665.0 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 150.5 s creen Top Elevation: 661.5 Type of Well Screen: PVC 171.0 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 173.0 Screen Bottom Depth: 170.5 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 641 .5 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-24 of 185
16.83 300 400 SQQ, 600 700 Elapsed Time (seconds) Note; Transducer depth
- 65.02 ft below Top of C~~~-
Prepared by/Date: ~" '/1 D~ Checked by/Date: ~b6U- Z, =~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-25 of 185
OW-202l Solid Slug Falling Head Test 9-29-13 21.5 -,------- 21 . -------***----*--*---*--*-------------- ..- * - - - - - * - - - * - - - - ..------------..- * - - - - - - -..- - * - - - - - - -
- g 20.5
~ e 20 ~ 19.5 .................,_..___________, _____,,,,__ ,__, _________________, ____, ...........- ..- ....... - ....._ .....- .........................._____________________.....................__ ..,,________....._, ___.,__.......................- ....
~
~
~ 19 +----""""';;;;:: ---------------
~ 15 18.5 - j - - - - * - - - - - - " " '......: - - - - -
- 1:
- ~
- c 18 -r--*. --.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._____________,__,....;-::;,-.""""'";;;;;;:::*-.. **---. . . . . . . . . . . . . . . . _._____________________,,___ . . . . . . . . . . _ ..___,. . . . . . . . . . . .
17.5 ~----*------------------------=~~-....... =;;;;;;;;:::::===== 17 +-------r---------.----*---.---------,.--------.----------. 0 10000 20000 30000 40000 50000 60000 Elapsed Time (seconds)
-----------~::2ransducer depth= 65.02 ft below top of casing.
Prepared by/Date: Checked by/Date: --~ I;;~L z*z<j11 tlf 1 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-26 of 185
OW-202L Background Solid Slug Rising Head Test 9-30-13 17.3 . . - - - - - - - - g 17.25 ........---*---*--*-*----***---------**--**-*-*-- ..---------....- -....--------------*-*-*------..- * -..---*------*--- ........_, ______________ _
~
fl:::
- g
'"C ~
~
~ j 0. fa £ 17.15 + - - - - - - - - - - - - - - - - - - - - - - 0 100 200 300 400 500 600 700 Elapsed Time (seconds) Note: Transducer depth =65.02 ft below Top of Casing. Prepared by/Date: ---n--K_t~_L-----:t,...;./_1o-;.j_F-_I_____ Checked by/Date: __,;f'I-'~"""'V""".--I-Y:----'-11+,/__,_1__,_4_ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-27 of 185
---------------------------------------------------------------------------------------------~
OW-202l Solid Slug Rising Head Test 9-30-13 18 . - - - - - - - - - - - - - - - - - - - - - - - 17 +-****--*********-----*-****------ ...*******-*-*****-*-****-*-**--*--***----* *---------*----**-*-*------*-*-**---**-* **********-**-***-------*-**--*--***---- --**--*
------~~~~~-~-~-==========
- f. 13 .. **-***-*-****--***************-*-******-***********-******-***--*************-*****-********-***-******-*--**-***-*******-**-*******************-*--*--*-***-***********---*-**-*******************-***-*****--*****************-*********--**-****--***
'iii
- r.:
12 -------*----------------------------*---------------------- 11 ~-----.---------,------- ,----------*-r--*------,----- -----, 0 20000 40000 60000 80000 100000 120000 140000 160000 180000 Elapsed Time (seconds) Note: Transduce!' depth= 65.02 It below top of casing. Prepared by/Date: _ _tC_~_L_.--'I/......,1_ 0
/-'-/l-'-1_ __
Checked by/Date: --Hftt"""-""e'y<....__*+-'/.!..:...lr_,_/_,_14..:......-_-_ _ 1/ ' Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-28 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-2020 Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 9/29/2013; 9/30/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 202DBF 2013-09-29 17.05.00 (contains background data for falling head test)
- 202DF 2013-09-30 08.13.20 (contains test data for falling head test)
- 202DBR 2013-09-30 08.52.44 (contains background data for rising head test)
- 202DR 2013-09-30 12.05.03 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing =55.77 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- 5. A pneumatic test wa~ attempted, but the well was not holding pressure.
The test method was changed to the solid slug method. Prepared by/Date: k:b\L l/JD/IL( Checked by/Date:Yhj 1}1} 14-
- - /!_
Clmch R1ver Data Report Rev. 4 CRP-1112.16 Page E.4-29 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-202D Date of Observation Well Installation: 8/19/13 Date of Well Development: 9/16/13 Observation Well Northing: 570909.7 US ft Easting: 2448033.7 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/14/2013 through 9/16/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_6_3_.6_4_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 812.21 ~
*~ 4( Top of Casing Elevation: 815.00
~-- Ground Surface Elevation: 812.10 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 260.0 Elevation: 552.1 4( Filter Pack Top Filte r Pack ," Depth: 273.0 Elevation: 539.1 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 276.4 s creen Top Elevation: 535.7 Type of Well Screen: PVC 296.9 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 303.0 Screen Bottom Depth: 296.4 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 515.7 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-30 of 185
OW-2020 Background Solid Slug Falling Head Test 9-29-13 16.7 , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - - - - - - l g 16.65
~
1l::l "51 c ~
~
_g<( 16.6 +-----------------------------------------'------------
~ ~
~ 0 1:
+----*----------------------------------*-------------
.~ ~ 16 ..55 16,5 ....
~ *-*-**~****---***----- ... *-*..,............--**~-~......,.--*-...._..___ ........ -~-- . . . . ---*---r-*~**---*-------r*---~--****'f---*------*-~**r---- -~.---r_...- ..-*-*-*--*--*-*'1 0 100 200 300 400 500 600 700 800 900 Elapsed Time (seconds)
Note: Transducer depth= 72.38 ft below Top of Casing.____, t;;m,J. z,,, / ~- Prepared by/Date: -~~-b=-:-"L,-----:--FJ/'--1_0 -.:,.../1_'-1_ __ Checked by/Date: f Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-31 of 185
OW-2020 Solid Slug Falling Head Test 9-29-13 23 , . . . . - - - - - - - - - 22 +---*------------------------------ 16 +--------------------* 15 +-----------.........-- 0 10000 20000 Prepared by/Date: _ __,_K:::,.\:.._iL_.,--:1I..,..,.J__,1>l--,-l<_,_.!_ _ __ Checked by/Date: _...,.,frJ=,t..;._.....!J~1.,c.-/j~,,,__/_,__ttl-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-32 of 185
OW-2020 Background Solid Slug Rising Head Test 9-30-13 16.5 ------------------------------------------------------------------------------------ 16.49 +------------------- 0 100 200 300 400 500 600 700 800 900 1000 Elapsed Time (seconds) Note: Transducer depth = 72.38 ft below Top of Casing. Prepared by/Date: t:.~\ L- ' / l~> /l(l Checked by/Date:*-~.)- 'j,, /r 1-- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-33 of 185
OW-2020 Solid Slug Rising Head Test 9-30-13 17 . , . - - - - - - - - - - - - - - - - - - - - g QJ
~ 15 I "C
~
"'<:: I gl
_g 14 -Jr----*-------* ---- -----*---------- - - - - - - - - - - ~ QJ 1ii ....:s
....0 13 1!------*--------*- *-*----------------* --*----------------- ----------- <>0
- a;
- t:
11 +----------r--------*--r----------.-*------r-----------r-------~ 0 2000 4000 6000 8000 10000 Elapsed Time (seconds) Note: Transducer Prepared by/Date: Checked by/Date: Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-34 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-401 U Test Method: ASTM D 4044-96 (2008}, Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/17/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 401 UBR 2013-09-17 14.38.44 (contains background data for rising head test)
- 401UR 2013-09-17 14.40.28 (contains test data for rising head test)
- 401 UBF 2013-09-17 15.30.48 (contains background data for falling head test)
- 401 UF 2013-09-17 16.17.50 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing= 10.41 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:. ,(hL t/Jofrt~ Checked by/Date: ~'/H ( tCJ-.-- Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-35 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weill .D.: OW-401 U Date of Observation Well Installation: 8/4/13 Date of Well Development: 9/18/13 Observation Well Northing: 571967.9 US ft Easting: 2447619.9 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizer installed approximately 12.0 feet below ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/12/2013 through 9/18/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _8_1_3_.1_4_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 817.55 ~
*~ 4( Top of Casing Elevation: 820.48
~-- Ground Surface Elevation: 817.39 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 5.2 Elevation: 812.2 4( Filter Pack Top Filte r Pack ," Depth: 10.5 Elevation: 806.9 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 15.2 s creen Top Elevation: 802.2 Type of Well Screen: PVC 35.7 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 37.5 Screen Bottom Depth: 35.2 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 782.2 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-36 of 185
OW-401U Background Pneumatic Slug Rising Head Test 9-17-13 9.62 . . . . . - - - - - - - - - - - - - - 9.6 +--------- g
~
2l
- J e9.ss . -*----
11 1-gl 0
~
9.54 *r--------- ----------- ----------- ----------- ----------- ----- 9.52 +*--"**---------*r---*------.---------*-,----*-----,*-**--------r*--- . . -----*-*r--------~----*---*--r--*---*--r 0 50 100 150 200 250 300 350 400 450 Elapsed Time (seconds) Note: Transducer depth
- 19.99 ft below Top of Casihg.
L------*----------------*--- Prepared by/Date: ---~;/?~11\_l-,~)/:--l_v;-}I_L/ _ _ __ Checked by/Date: -/V-f-1""/""". L....L}i-'-r,__;/l!.__.!_r......:.l-_c_ _ ___ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-37 of 185
OW-401U Pneumatic Slug Rising Head Test 9-:17-13 10 -----------*-----*------------------------------------------- 9.5 +-------------- ~ "E 8 *------*-----------*-------*----------*---------****---~-------*------**-------- ~
- c 7.5 ~~----------------------------------------------------------------------------------
0 500 1000 1500 2000 2500 3000 3500 4000 Elapsed Time (seconds) Note: Transducer depth= Prepared by/Date: -....,.,.-::..:__-~-,--:-'---'---- Checked by/Date: *---1-7'-"---"'--L---L---'--'------- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-38 of 185
OW-401U Background Pneumatic Slug Falling Head Test 9-17-13 9.41 ,----------- ----------- * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9.4 r---------------------****----**----;------***---*---**----**---*--*---------*-----------
~9.39 +---------------------*-----------------*~~--~~~~---------------------------- ~
19.38
~ ~ ~--- ----------------------------------------- ., 9.37 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * - - - - - - - - - - - * - - - - - - - - - - - - - - * - - * - - * - - - - - - - - - - - - -
0
~ ~ 9.36 - - - - - - - - - - - - - - - - - - - - - - ----------------------~---- ~ ~ 9.35 +------------------------------------------*-------------------- ~ ~ 9.34 +----------------------*----------*-------*------------
9.33 +-----------------------------*------------------------ 9.32 +-*--*--*--*-*--**-r-*---*----*- 0 100
. --*-~*-------------*,-------*------,---------*---r-*----------,-------*------*-. -*-
200 3 0 00 JI
~~apsed (second:~O Time No:: Transducer depth= 19~:: ft below Top of Casin:
Prepared by/Date: ---'(;=b\"-'-;L_ _I_L._/L...)o...Ll:._14_ _ ___ Checked by/Date: -t+~rc:-tl--.J=--*___L/t_,,_f__:_t4-_ _ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-39 of 185
OW-401U Pneumatic Slug Falling Head Test 9-17-13 12 11.5 ..-*--*------*--*---* g
~
QJ u
"c "C
11.
"'~
1-QJ 0 ..0 10.5 <(
~ ~
...s 0 10
- l:
'iii
- I:
9.5 I 9 .. 0 500 1000 1500 2000 2500 3000 3500j Elapsed Time (seconds) Note: Transducer depth" 19.99 It below Top of Casing. Prepared by/Date: _ 7r..__,..u_c-----,'!--'/I__,D/'-'-l+ci---- Checked by/Date: -~++-"-A_ ._ji;- -'-, '-~- /"-;J_._'_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-40 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-401 L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/17/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 401 LBR 2013-09-17 09.56.10 (contains background and pressurization/equalization data for rising head test)
- 401LR 2013-09-1710.35.04 (contains test data for rising head test)
- 401 LBF 2013-09-17 11.43.44 (contains background and vacuum/equalization data for falling head test)
- 401 LF 2013-09-17 12.35.49 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
=
- 2. Static water level (below top of casing) prior to testing 40.46 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: f.,/-IC 1/1 o/jt[ Checked by/Date: .~J /r~ /14 t Clinch River Data Report Rev. 4 CRP-1112.16 Page E.441 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-401L Date of Observation Well Installation: 8/3/13 Date of Well Development: 8/13/13 Observation Well Northing: 571973.8 US ft Easting: 2447628.0 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/7/2013 through 8/13/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_9_1_.7_5_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover
*~ 4( Top of Casing Elevation: 820.57 Top of Concre te Elevation: 817.4 7 ~ 817.22
~-- Ground Surface Elevation:
Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 126.7 Elevation: 690.5 4( Filter Pack Top Filte r Pack ," Depth: 130.8 Elevation: 686.4 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 135.2 s creen Top Elevation: 682.0 Type of Well Screen: PVC 155.7 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 159.3 Screen Bottom Depth: 155.2 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 662.0 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-42 of 185
OW-401L Background Pneumatic Slug Rising Head Test 9-17-13 7.55 - - - - - - - - - - - - - - - .. **- * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7.54 - - - - - - - - - - - - - - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - - ' - - - - - - - - - - 7.53 +------------- --------------- --------------- ---*--- g~ 7.52 ' ...._,_~ 17.51
*------**----~-------*-***------*----*--*------*---***--*****----------**----*--*--*----------------***---**-*------ ~ ~ 7.5 +------*--------------------~~~~~~~~~~----_------------------
2 ~
~ 7.49 t---------------------------------------~~~~~~----~-----
0
~7.48 +*****--**-*------------------------****--*---**----*-------**-**-**-*---**--**--*--*--*---*-**--**-*-***-****-*--**-------**-----*-*---*--*--*------*-----*-*------*--*****--**---*--*------*-***---*****----*--
- I:
7.47 1 - * - - - - - - - - - - - - - - - - - - - - - - * - - * - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7.46 +--------------- ---------------- ---------------- --------- 7.45 *l----------***-~------r*------~------.--------*-*r----*-*---***--r*-------*------,-----~----------T----------, 0 so 100 150 200 250 300 350 400 450 sao Elapsed Time (seconds) Note: Transducer depth= 47.99 It below Top of Casing. Prepared by/Date: _ _;t_I*\L_._l+-'/I_D-'-/'-1<-_(_ __ Checked by/Date: ---7~'71-r/)7-'*...,J"",,._y;_._.,+/_._t....:...4~_-_ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-43 of 185
OW~401L Pneumatic Slug Rising Head Test 9-17-13 7.5 ,-------*---------*-~--------- 7.3 7 ..1 g
~
2l 6.9
- s
'Scl s"' 6.7
~ 6.5 iii ~ 6.3 b ~ 6.1 QJ
- r 5.9 5.7 5.5 0 sao 1000 1500 2000 2500 I Elapsed Time (seconds)
Note: Transduce!' depth= 47.99 ft below Top of Cas in.:____] Prepared by/Date: -__:;;:....:'-'-----rf-!-_J_J~-- Checked by/Date: ---H~'-f----"'-f---4'--'---* Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-44 of 185
'" r OW-401L Background Pneumatic Slug Falling Head Test 9-17-13 7.23 *l--------------
g,_ 1:!::> e "0 Vl 7.21 . ---..-*-------*----*----- ---------*-*-*-*-*-- -- - - ......... 1-
~
~,_
~ ~ 7.19 0.... ~
- c 7.17 7.15 +--*--*-...................--.--.......,.........-----*-*-*-----,--..--*---*--*-*----.-*-*--*-*-r-*-... - ...*--*--*--*....--*-**--- **--- ..-------r-*"-*-..-*....- ..----*-*---*-,
0 100 200 300 400 500 600 Elapsed Time (seconds) Note: Transducer depth =47.99 It below Top of Casing. Prep a red by/Date: ---'k=.~"-'-lf-----:l:-L/...L/..J.u/...:....IG_(_ _ __ Checked by/Date: --rtJAJ'--'=-~~'--'*~c. :. . .,. :. . . /. :. . . r A'-'-r_ _ __
/
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-45 of 185
OW-401L Pneumatic Slug Falling Head Test 9-17-13 10 --------*--***----------**- **----***---------***------ ----*-*------*--*-*--*--*-- ..---*-*-*----*---*-----" 9.5 +------------------- 7.5 -a------ 7 ----*-,----- 0 500 1000 1.500 2000 2500 3000 3500 Elapsed Time (seconds) Note: Transducer depth= 47.99 It below Top of Casing. Prepared by/Date: K- /--IL 1 It D}I Y Checked by/Date: ~,_,til==--_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-46 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST FIELD DATA SHEETS Observation Well OW-401 D Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 9/19/2013; 9/24/2013; 9/26/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots list~d above that AMEC created from the recorded data.
- 401 DBF 2013-09-4 09.44.30 (contains background data for falling head test)
- 401DF 2013-09-26 10.57.13 (contains test data for falling head test)
- 401 DBR 2013-09-19 07.17.40 (contains background data for rising head test)
- 401 DR 2013:.09-24 09.22.58( contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
=
- 2. Static water level (below top of casing) prior to testing 41.97 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: /-tL I /O /L{ Checked by/Date: -91\} 1 rt (c 4-Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-47 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weill .D.: OW-401 D Date of Observation Well Installation: 8/2/13 Date of Well Development: 8/15/13 Observation Well Northing: 571941.2 US ft Easting: 2447589.7 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/14/2013 through 8/15/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_8_6_.8_7_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover
*~ 4( Top of Casing Elevation: 821.28 Top of Concre te Elevation: 818.41 ~
~-- Ground Surface Elevation: 818.17 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 215.6 Elevation: 602.6 4( Filter Pack Top Filte r Pack ," Depth: 221.9 Elevation: 596.3 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 226.6 s creen Top Elevation: 591.6 Type of Well Screen: PVC 247.1 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 251.7 Screen Bottom Depth: 246.6 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 571.6 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-48 of 185
OW-4010 Background Solid Slug Falling Head Test 9-24-13 14.63 14.625 g,_
- g
- 1 14.62
""c"' ~ _g<("" 14.615 tJ s: 0... 14.61 .r::
*~
- t:
14.605 14.6 0 so 100 150 200 250 300 350 400 450 500 Elapsed Time (seconds) Note: Transducer depth= 56.34 ft below Top of Casing. J Prepared by/Date: --'---1-.!.....f-7'---'-:------ Checked by/Date: ---/f-'o,..!-""--'---L'--'----* Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-49 of 185
OW-4010 Solid Slug Falling Head Test 9-24-13 22 ~------------~~------------------------------------------------------------------------- 20 14 .. *******------**--**-**-***--*----*-***--** 12 +------ ---------r-------.-------~------.--------r-------~--------.-----*--~-----~ 0 20000 40000 60000 80000 100000 120000 140000 160000 180000 200000
- Elapsed Time (seconds)
Note: Transducer depth= 56.34 ft below top of casing. Prep ared by/Date: __/<"'cH.-*(-:;--:;-1~-'-/1_7D /'---!-(( _ _ ___ Checked by/Date: ------n915},__J-----'-y;_,,_._f-L;__,_4_ __ l/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-50 of 185
OW-4010 Background Solid Slug Rising Head Test 9-19-13 14.38 . , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - ' - 14.378 +--------*------------------------------------ 14.376 +--------- g
~ 14.374
'5l 1-E 14.372 .. ~
~ 14.37 +-'\-le,__---~-----x
................. § b
2!
~ 14.368 0
-§, 14.366 *----------------------------------------*--------*----- -------------------------------------*--*- ..............------------------------------*-*-----*"*---....*..-*--------*------*------------------------- ________.._____ _
'iii
- l:
14.364 - 14.362 0 50 100 150 200 250 300 350 400 1 Elapsed Time (seconds) Note: Transducer depth= 56.34 ft below Top of~ Prepared by/Date: **----:il,k_-;-;t,-'-/_l_oL...:j1'---C/L.,__ _ Checked by/Date: ---/Pj)~J__,__/r.--'-t.(l-'-/~tc.....:4_ _ __ 1/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-51 of 185
OW-4010 Solid Slug Rising Head Test 9-19-13 8 +----* 0 50000 100000 150000 200000 250000 300000 350000 400000 450000 500000 Elapsed Time (seconds) Note: Transducer depth= 56.34 ft below top Prepared by/Date: _-t.;_c._..:..:*tf'-C~-,_,.,.....t-'-/-'--1-16/'-'/_,l{>----- Checked by/Date: -/2--h"-~-=-*_~_...,!t+-/-"-!_4_*_ __ Clinch River Data Report Rev.4 CRP-1112.16 Page E.4-52 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-409U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 9/26/2013; 9/27/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Rising head test Copies of transducer electronic files .in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 409UBF 2013-09-26 12.43.19 (contains background data for falling head test)
- 409UF 2013-09-26 16.20.58 (contains test data for falling head test)
- 409UR 2013-09-27 08.16.08 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing = 64.70 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- 5. Background for rising head test is last portion of falling head test which was allowed to continue overnight due to very slow well response.
Prepared by/Date: I ) I LI *l/4 Checked by/Date: . ~ '/u/14-- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-53 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-409U Date of Observation Well Installation: 8/31/13 Date of Well Development: 9/18/13 Observation Well Northing: 570557.1 US ft Easting: 2448130.3 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed approximately 14.0 and 54.0 feet below ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/12/2013 through 9/18/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _K_._L_Io~d_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_62_.5_6_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 807.12 ~
*~ 4( Top of Casing Elevation: 809.70
~-- Ground Surface Elevation: 806.91 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 44.4 Elevation: 762.5 4( Filter Pack Top Filte r Pack ," Depth: 52.4 Elevation: 754.5 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 54.9 s creen Top Elevation: 752.0 Type of Well Screen: PVC 75.4 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 78.0 Screen Bottom Depth: 74.9 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 732.0 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-54 of 185
OW-409U Background Solid Slug Falling Head Test 9-26~13 10.4 - --------------------------------------* 10.38 -----*--*-------**-*----- --**-***-------------*--- -----------*-**--*-*----- *------------------------ ---*---*-------*-*------* --*--***-*- 10.36 +-------------- g
~ 10.34 .
- l
~ e1.0.32 ]
"' 10.3 r- - - - - -
- ~~:_-----=~~~~~~~~~~~~::==~~-----
...0~ 10.28 -t------------*-----~---------= ~ .§, 10.26 "------------***-*--*----------------------*-**-*------------------------- ....,_.._, _____, __,, __
- t:
10.24 10.22 1----------------- 10.2 *t-----------....-- ----------........- "'1 0 100 200 300 400 500 600 Elapsed Time (seconds) Note: Transducer depth= 75.00 It below Top of Casing. Prepared by/Date: _1(~r-;;'L:--:.--'1(~/_D1-:-lL_I _ _ _ __ 71 Checked by/Date: ---t'-'JJ)j~~'__!.....!.Y,.'-.....L,/_.!.1...1_4-_ __ l/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-55 of 185
OW-409U Solid Slug Falling Head Test 9-26-13 25 y------~--------------------------------------------------------------------------- 20 +---------------------------------------------- -------------------------------------- s *F-*-*-----**------------*--------*---*---*--*-*------------------------------------- . --------*-*-..---...-........._____________________ 0 2000 4000 6000 8000 10000 12000 14000 Elapsed Time (seconds) Note: Transd~tcer depth= 75.00 It below Top of Casing. Prepared by/Date: ------:;=)(..~~-=--L...----=---' 1 1....:.,/---=b/_ltl_ _ _ ___ Checked by/Date: ---~/£17"---"b!-'--*4--:6-~~__,_ft--"-t--"-f_ _ _ ___ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-56 of 185
OW-409U Solid Slug Rising Head Test 9-26-13 10000 20000 30000 40000 50000 60000 Elapsed Time (seconds) test graph for background water level prior to this test. Note: Transducer depth =75.00 ft below Top of Casing. Prepared by/Date: tt1 L t /1 Dlllf Checked by/Date: JJJlu~~~--L.y...:.:.;l_,_/_jr'-'4_ _ _ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-57 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-409L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/26/2013; 9/27/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 409LBR 2013-09-26 12.49.38 (contains background and pressurization/equalization data for rising head test)
- 409LR 2013-09-29 6 16.20.00 (contains test data for rising head test)
- 409LBF 2013-09-27 11.49.06 (contains background and vacuum/equalization data for falling head test)
- 409LF 2013-09-27 15.45.56 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing = 36.50 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: {~\ c t (1D(1~ Checked by/Date: _jPJ '/11/ /4-* Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-58 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-409L Date of Observation Well Installation: 8/30/13 Date of Well Development: 9/15/13 Observation Well Northing: 570570.8 US ft Easting: 2448143.3 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed approximately 47.0 and 87.0 feet below ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/12/2103 through 9/15/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _K_._L_Io~d_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_7_9_.2_2_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 806.82 ~
*~ 4( Top of Casing Elevation: 809.51
~-- Ground Surface Elevation: 806.67 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 82.7 Elevation: 724.0 4( Filter Pack Top Filte r Pack ," Depth: 86.6 Elevation: 720.1 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 89.1 s creen Top Elevation: 717.6 Type of Well Screen: PVC 109.6 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 112.0 Screen Bottom Depth: 109.1 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 697.6 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-59 of 185
OW-409L Background Pneumatic Slug Rising Head Test 9-26-13 14.2 --------- --------- --------- --------- --------- -- 14.19 +---- 14.18 .. - - - - - - - - - - * - - - - - - - - - - - - - - - - - - - - - - - - - * * * - - - - - - - - - - - - - - - - - - - .- .. g
~ 14.17 T-----::;;:--
~ ~--~~"~~~~
~ 14.16 QJ
_g 14.15 c( 2l ~ 14.14 . i 0 14.13 ..._ ....................- ....- ........-
- I:
14.12 +----------- 14.11 r*---*-*-**--~----r-.........*----*-**-**----;*-----**---~-----*~ 14.1 *-----~--*~,.........---.....*-*-- ***--r-*----------*,..------*--*---*--'**-*----* 200 300 400 500 600 700 0 1.00 Elapsed Time (seconds) Note: Transducer = 50.67 ft below Top of Casing. Prepared by/Date: /CtJ\, 1 /l'D/IL/ Checked by/Date: --;/&-f=-/l_t'.;_:/c-.:4-_*_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-60 of 185
OW-409L Pneumatic Slug Rising Head Test 9-26-13 14.2 ,------------ ------------- ------*------ ------------- ------------- ------------- ------------ 14 *t.. -*-----*-*-*------*-*-----~-------*--------*---*---*-*-*-"'"'"'"'"' 13.8 '-*---------------:-...::;:;;;;;;;;;;;;=""""'---,F""""---~-..- .....---~-------
- g~ 13.6 --------
/
r----*--------------~~---- ------------------------------------------------------------ ]~ 13.4 *1.. --------~---~-K-------*----------------*----*-----*--------~-------------*---*------------*------------------------*----**--- i 13.2 /
~ '0 t
13 12.8
~ '------------*--------------- ---------------------------------------------- 'iii
- X:
12.6 ~~----------------------------------------------------------------------------- 12.4 4----------- ------------ ------------ ------------ ------------ -*---------- ------------
--------~
12.2 +--------.--------~--------~--**-------.-------r------~--------.-------. 4000 6000 8000 10000 12000 14000 16000 18000 0 2000 Elapsed Time (seconds) Note: Transducer depth= 50.67 ft below Top of Casing. Prepared by/Date: --L"'---J!'r'----1 ..-':-....!.....:...- ---- Checked by/Date: ------r-.~"'---'-----'---'--- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-61 of 185
.QW-409L Background Pneumatic Slug Falling Head Test 9-27-13 13.35 - . - - - - - - - - - - - - - - - - - - - - * - - - - - - - - - - - - - - - - - - - - - - - -
13.33 + - - - - - - - - - - - - - - - - - - - - - ** - - - - - - - - - - - - - - * - - - - - - - - - - 13.31 +------------------------------------------------ g
~ 13.29 +------ ------- ------- - - - - - - - - - - - - - - - - - - - - - - - - -
"5l"
~ 13.27 ~-=----------:---*--**--*----***---**--*-*---**----**--***-*---**-*-----*-----*------*-*------*---*---**---------*-----
~
~ ~ ~
13.25 13.23
-""""""'~..,-~-""';;;
+------- ---- _______ ______::::::::.::;:~~-.......~:------
;;;:;;;:;;;;::;;::::==--------------------------*-***----
i0 13.21 ' .............________ ,_...~----*---- ..............--**-**-"--*---*-*-'"---*****-**- .....-*----*~----'--- ..........~---***--*-*-~* ****---...-~-..**-**----..--*****------*----------*-*****-
+-------------------------------;--------------------
- J:
13.19 13.17 +------ ------- ------- ------- ------- ------- ------- 13.15 *0-----*--***----~~~---------~~;--**---------;~~aps~-~-~= (se~~~~--0----*--;;;---------~-0 -~0 I -- Note: Transducer depth, 50.67 It below Top of Casing. __j Prepared by/Date: -..,..~c_<<_L~~t(__.,_)D--'-l.:_ltl;______ __ Checked by/Date: ---;-;-j_""'-~-V-~---"~c__:_(l___,/__._(--'--4----_ __ 1/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-62 of 185
- OW-409L Pneumatic Slug Falling Head Test 9-27-13 16 .,.--*-****-****--*********-"-**---***-*---**---*-****-*--***-*-*--***-*-*--**-*-****-**-- ...............................-*-----**-******-*******-***-**--*************-****-*-**--*-***-***-***--*----*-*-*******-***-**--**-*-****----***-**-***-**--****--****-*-**-**-**-*--****-*--*****-****---***-*-****-* ..*****
15.5 . ***-***-*-**--*****--*-- - ......................................_ .....................- ................. g 15 . * * - - - - - - - - * - * - * - - - - - - -
~
- s
- g 14.5 . - -*-----
1! _g<( 14 - *-*-*---- - - - - - - - - - - * * ----------*--**----- ---------*----
~
s~ J.3.5 - t 'S 13 +------------==~~~-~--------~~~~~~~~~~~~~~~~~~~~~~----- 12.5 +--------------- ----* 12 +-------.-----~----- -~-----~------~-----~-------.- 0 ~ = ~ = ~ ~ ~ ~ j Elapsed Time (seconds) Note: Transducer depth= 50.671! below Top of Casing. Prepared by/Date: . (C{.t L I /1 D/JI..{ Checked by/Date:
*v
./lll_ y;f /1 tl Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-63 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-415U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 9/30/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 415UBF 2013-09-30 12.52.31 (contains background data for falling head test)
- 415UF 2013-09-30 13.06.13 (contains test data for falling head test)
- 415UBR 2013-09-30 13.29.17 (contains background data for rising head test)
- 415UR 2013-09-30 13.30.44 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing =29.12 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: ~\AL .:,JJ:!114 1 Checked by/Date: -~jjf Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-64 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-415U Date of Observation Well Installation: 7/31/13 Date of Well Development: 8/16/13 Observation Well Northing: 569590.2 US ft Easting: 2448180.2 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizer installed at approximately 25.0 feet below ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/15/2013 through 8/16/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_72_.0_2_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover
*~ 4( Top of Casing Elevation: 787.22 Top of Concre te Elevation: 784.41 ~ 784.13
~-- Ground Surface Elevation:
Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 19.5 Elevation: 764.6 4( Filter Pack Top Filte r Pack ," Depth: 24.1 Elevation: 760.0 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 28.1 s creen Top Elevation: 756.0 Type of Well Screen: PVC 48.6 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 51.1 Screen Bottom Depth: 48.1 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 736.0 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-65 of 185
OW-415U Background Solid Slug Falling Head Test 9-30-13 14.65 . , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14.64 +------- --------- --* -------- -------- -------- -------- - 14.61 +------- -------- -------- -------- -------- -------- ------- 100 200 300 400 500 600 700 0 Elapsed Time {seconds) Note: Transducer depth= 43.74 ft below Top of Casing. 0 ;--/1__:<1_ _ __ Prepared by/Date: _!_Cl--:;-~\..-~*--:-:il/!....:.1~ Checked by/Date: ./}:JV y;t Zrl--- 1/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-66 of 185
OW-415U Solid Slug Falling Head Test 9-30-13 30 28 -- 26
~ 24 "5l"
...E22 --
!11
_g 20 <(
~ ~
~ 18 I__
*;;t 0
~OJ)' 16 'iii
- r:
14 12 10 .----- 0 50 100 150 200 250 300 350 400 450 500 Elapsed Time (seconds) Note: Transducer depth= 43.74 It below Top of Casing. Prepared by/Date: ____,_/(,_;.-b\_L-----:-1-'-(-'-;-1D_,_l_;_!c,_(- - - - Checked by/Date: -tjA'T"-"~""'ly/<-t_ltL2./r_l-_-_*_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-67 of 185
OW-415U Background Solid Slug Rising Head Test 9-30-13 14.7 ~------------- 14.695 +---- 14.69 +---------------------------------------*-----
~ 14.685 +------------
- 1
~
"!!! 14.68 ***--------- . -----..-*--*----*----..-*-**-..- - * - - * - -.........______._.. __,______,_,________, ___, .._________,_........
1-QJ _g 14.675 +--- 00: .2! 14.67 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __:___ _ _ _ _ _ _:.._-tp.£ll.,_______'>1i:"'"'_ _ _ _
~
~ C3 ......-----*-**-----*- -*--....- .._ ........-----*-* ~ 14.665 "................_ ..........- ........_, ___ ,,................................_,, ______________, __,,,,.._,,_____.. ,........-.-.......... ---*-*--.......- ....___ ,_..___......- '(ij
- r:
14.66 +------ 14.655 +----------- 14.65 * ....--..-*-----.-*- **-*-----*- ......-*--*- ..- -..-*-*-r-..- - - - - - -..r---------- --.-------* -........,*-- --------, 200 300 400 500 600 700 0 100 Elapsed Time (seconds) Note: Transducer depth= 43.74 ft below Top of Casing. Prepared by/Date: **-+-1/-;;-lo..Lf!....!..l(/--,-,--.!-):;_*{4_\..____ _ __ Checked by/Date: _ 7
* ~~-~fr.:..:....,!.....!/rl....!.+_-_ _ __
(/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-68 of 185
OW-415U Solid Slug Rising Head Test 9-30-13 16 *r---------*-----*----*------..:...______________________________________ ______ _ 15 +--~-----------------------------------------------
~ ~
- l 14
]
sQJ r-- ---------------
]<( 13 +--~--------------------------------------------------
It 12
*a;
- r:
11 +---P--------*----------------- *------------------------- 10 +--------.-------,r--------.-- -------.-------r-------* 0 100 200 300 400 500 600 Elapsed Time (seconds) - - - - - - - - - - - - -..------------------------*----------*---------J'!..ot e:T!:"_'2E_~ucer degEh
- 43.~t below To~ of Casing.
Pre pared by/Date: ---;;t,-H_L-,---__...Lt;--"-* 1...:..1 1.....1..1> t+j_ _ __ Checked by/Date: ---:/Jf-1---'v"'--*-=-~-'-1........./.....::ttl=------- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-69 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-415L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/18/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format
- as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 415LBR2013-09-1814.20.11 (contains background and pressurization/equalization data for rising head test)
- 415LR 2013-09-18 16.58.42 (contains test data for rising head test)
- 415LBF 2013-09-18 16.57.05 (contains background and vacuum/equalization data for falling head test)
- 415LF 2013-09-18 18.57.49 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing = 31.41 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:~L l /D/)q Checked by/Date: / '/,~,.ft4~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-70 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _O_W_-4_1_5_L__ Date of Observation Well Installation: 7/25/13 Date of Well Development: 9/11/13 Observation Well Northing: 569564.4 US ft Easting: 2448148.1 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/4/2013 through 9/11/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_7_1_.9_1_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 783.93 ~
*~ 4( Top of Casing Elevation: 786.75
~-- Ground Surface Elevation: 783.65 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 146.9 Elevation: 636.8 4( Filter Pack Top Filte r Pack ," Depth: 151.9 Elevation: 631.8 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 154.9 s creen Top Elevation: 628.8 Type of Well Screen: PVC 175.4 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 177.4 Screen Bottom Depth: 17 4.9 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 608.8 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-71 of 185
OW-415L Background Pneumatic Slug Rising Head Test 9-18-13 16.71 . , - - - - - - - - - - - - -
- 16.7 +----------------------------- ------------------------
g
- 16.69 u
+-----'-----------------------------------------
'5"'1 s c 16.68
~
~
~ 16.67 ~
fa 16.66
- t:
16.65 ***---------*--*--*---"-------------*------- ..*--..- - - - - - * * - - - - - -...-----------------*---------*---------- 16.64 ~~--*---- .. -~-*~..... -**r-*-*--*---*----i'----.......~*-*--*----1*-**--**-*--..--*--*--*--..--r--- .
*****--------**-----**~*-**- -------**-~*-r---*---***- ....-----;
0 100 200 300 400 500 600 700 Elapsed Time (seconds) Note: Transducer depth= 48.07 It below Top of Casing, Prepared by/Date: _.:_IL_i*l Lr--_1-:-/-:-1°_/-,--ltl_ _ _ __ 74 Checked by/Date: 4 _ __
-~-hL-~!.:::::.c:J~*~_. :.;1 +/_ _,t'- - "_
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-72 of 185
16.7 OW-415L Pneumatic Slug Rising Head Test 9-18-13.
*r***---*---*-**-****---*-*********-*****--*****-*--********---***--*---*-------*--**--**--***********---*--****-**-*--******--*-*--***-***--*--***---..*----.. ---**..----*--*-......- ....
16.6t=======~=====~=== ~~~ t~~"~-~------------------~------------------- ~ :1:6 f--1------- -- ~---- ----------------- ~
- I:
I I 15.9 +1-J!~-----------------------------------------*------- 15.7 160 180 15.8 ti*..-*-**-------*-*------*---- .............. --..-----*----..*--*--*-*----------**-- ..---***-..*--*--*-"---..*---------*-*-----*--*-- .. -***********--*-*--***--
+-----**-.-----r--'-----.-----*-.----.-------,-------.-----,------.---*-,
0 200 400 600 800 1000 1200 1400 2000 Elapsed time (ft) Note: Transducer depth= 48.07 ft below Top of Casing. Prepared by/Date: ---'=-Ti--~'-f-"-L----- Checked by/Date: *-n"-"->2~~-'--=------ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-73 of 185
.----*-----------l OW-415L Background Pneumatic Slug Falling Head Test 9-18-13 16.68 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16.67 +-------------*------ g
~ 16.65 +----*
- l "5:
~ 16.64 --*--..----*-----***----- -**---*****--,., . . . . .=-*-=-------*-*- --*--*----.*-*------..------.. .- . . *-----------*-"""'""--*---*--*-*-*----*
f-
!11 .8 <(
16.63 +-----"""""
~
2l 3': 16.62 0
.:: 16.61 J:"'
16.6 +------ 16.59 +----------------- --------------------- 16.58 ..................... __ ~-.-*-*---i--**-------*--*-r----------f"""'"-~*----*--~.--r-*-*-**~--* ..*---*----,-_.... .-----*--**----r 100 200 300 400 500 600 700 0 Elapsed Time (seconds)
=48.071! belowTopofCaslng.
'------------- ------------- -----------N o_t_*:..:..Tr ..:..an_sd_u _ce_rd_e:_ pt--h Prepared by/Date: _AtC_~_L---;--:-t-'-/l,o,.._/l_Y'---- Checked by/Date: 7Jt\} (;, /I</- ------ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-74 of 185
OW-41SL Pneumatic Slug Falling Head Test 9-18-13 19.5,-------- -------------- -------------- -------------- -------------- -------------- -------------- ------- 19 t------------- -------------- -------------- -------------- -------------- -------------- -------------- g el )
~
~ 18.5 .. : ~ ~
~ 18 .
~ ] 17.5 -* ___________ .. - - - - - - - - - * - - - - - -..- - - * - - - - * - - - ~ 0: 17 . * - - * - - - - * - - - - - - - - * - - - - - - - - - - * - * - * - - - - - - - - - - - * - - - - - - - - - - * - - - - - - - - - 16.5 +.- - - - - - - - - - - - - - - - - - - - - , - - - - - - - ~---------,---------------------~----------,----------~ 8000 1000 2000 3000 4000 5000 6000 7000 Elapsed Time (ft) Note: Transducer depth :: 48.07 ft below Top of Casing. Prepared by/Date: tAL l / l~> jJll Checked by/Date: jhJ ~f / t4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-75 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-416U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/30/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 416UBR 2013-09-30 14.38.30 (contains background and pressurization/equalization data for rising head test)
- 416UR 2013-09-30 16.29.48 (contains test data for rising head test)
- 416UBF 2013-09-30 14.26.11 (contains background and vacuum/equalization data for falling head test)
- 416UF 2013-09-30 14.24.55 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =72.34 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: /Gt\L- l h o/1~ Checked by/Date: ftU '/tJJ~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-76 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _ O_W_-_4_1--'--6--'--U__ Date of Observation Well Installation: 8/17/13 Date of Well Development: 9/11/13 Observation Well Northing: 569990.0 US ft Easting: 2447535.9 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/10/2013 through 9/11/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_4_5_.9_3_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 809.82 ~
*~ 4( Top of Casing Elevation: 812.82
~-- Ground Surface Elevation: 809.54 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 67.6 Elevation: 741.9 4( Filter Pack Top Filte r Pack ," Depth: 71.8 Elevation: 737.7 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 75.4 s creen Top Elevation: 734.1 Type of Well Screen: PVC 95.9 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 97.5 Screen Bottom Depth: 95.4 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 714.1 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-77 of 185
OW-416U Background Pneumatic Slug Falling Head Test 9-30-13 16.7 . *----------------------* ...................._______________ ...........*-*---*****-----*----------*---..........*-------*--*-------------*--------*---*-*-*-................*---*----*----*----- 16.695 +------------------------------------------------- 16.69 16.655 . -*--*------*------------*-------- 16.65 ------,--------,------,-------.--------,--------,,-------.-------.,------, 0 so 100 150 200 250 300 350 400 450 Elapsed Time (seconds) Note: Transducer depth= 89,01 ft below Top of Casing. Prepared by: ~ Date: 2/L-S/;4--- Checked by:~ Date:_:}j_fj ~- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-78 of 185
OW-416U Pneumatic Slug Falling Head Test 9-30-13 24 g 23 22 (!) u
- s "0
r::: 21 Ill ttl 1-(!) 20 0
.J:l 19 -s
(!) 18 ttl 17 0
.r::: 16 .~
QJ
- I: 15 14 0 200 400 600 800 1000 1200 Elapsed Time (seconds)
Note: Transducer depth = 89.0 ft below Top of Casing. Prepared by: 'Jf.Jr Date: "'V/z--~ /(4-Checked by:~ Date:~~'Y Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-79 of 185
OW-416U Backgro.und Pneumatic Slug Rising Head Test 9-30-13 I* 16.78 ~---------------------------------------------------------------------------------------------------- 16.77 16.73 +*""""'"""""'"-"""'"'"'-"'"""'"""'""""''""'''"" .* "" """""""""""'""'""'"'"'""""'__ ,, _ _ _ """'""-""'"'""" ____ _ 16.72 - 0 100 200 300 400 500 600 700 Elapsed Time (seconds) Prepared by: ~--- Date: *-v/'Z;c:ltr-' Checked by:~ Date: '11.;-//'f Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-80 of 185
OW-416U Pneumatic Slug Rising Head Test 9-30-13 18 g QJ 17 u
- s "C
..."'ra c 16 1-QJ .c 15 0 <( ....QJra 3: 14 0 §13 'Qj
- I:
12 0 1000 2000 3000 4000 5000 6000 7000 Elapsed Time (seconds) Note: Transducer depth =89.0 ft below Top of Casing. Prepared by: Checked by: 1't-1= Date:"'/uft+- Date:~/Y Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-81 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-416L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/29/2013 Well ~onstruction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 416LBR 2013-09-29 11.53.19 (contains background and pressurization/equalization data for rising head test)
- 416LR 2013-09-29 12.02.29 (contains test data for rising head test)
- 416LBF 2013-09-29 12.38.02 (contains background and vacuum/equalization data for falling head test)
- 416LF 2013-09-29 12.57.07 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing = 72.08 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: ___l(ljL l 0 bJlll Checked by/Date: -~b~ y;, /(4-- Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-82 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _O_W_-4_1__c_6_L__ Date of Observation Well Installation: 8/16/13 Date of Well Development: 9/12/13 Observation Well Northing: 569965.2 US ft Easting: 2447504.9 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/11/2013 through 9/12/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_4_5_.5_6_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 809.72 ~
*~ 4( Top of Casing Elevation: 812.73
~-- Ground Surface Elevation: 809.43 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 98.4 Elevation: 711.0 4( Filter Pack Top Filte r Pack ," Depth: 107.6 Elevation: 701.8 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 110.6 s creen Top Elevation: 698.8 Type of Well Screen: PVC 131.1 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 133.0 Screen Bottom Depth: 130.6 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 678.8 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-83 of 185
OW-416L Background Pneumatic Slug Rising Head Test 9-29-13 10.72 ---------------------------------------*------- -------------------------------- 10.71 -t---------------------------*--------- 10.64 10.63 +--------------- 10.62 +-------* 100 200 300 400 500 600 700 1 Elapsed Time (seconds) Note: Transducer depth= 82.77 ft below Top of Casing. I ___ J Prepared by/Date: _ __,_IL_t\_l_~_I_.:.,(,.,_,)o,--~l,__:,l~VI_ _ __ Checked by/Date: _ __,O';f--=--6\""'J'-----X_r,...._/_:_;4--"-------
/
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-84 of 185
OW-416L Pneumatic Slug Rising Head Test 9*29-13 11,-----* ---------- ---------- ---------- ---------- ---------- g .,~ 10
~ ~
.Q
~
'\; i:c 8.5
*--------~-----------,--
400 600 800 1000 1200 1400 200 Elapsed Time (seconds) Note:Transducer depth= 82.77 ft below Top of CaSing. Prepared by/Date: r-. \;\L; t(l o11 Lf Checked by/Date: ---~~ /r 1-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-85 of 185
OW-416l Background Pneumatic Slug Falling Head Test 9-29-13 10.62 -------------------- 10,61 +-------------------- g e 1a.s ......... -----****~*-*****-**-----*-**---------------*-- ..-*...-****-**. . **--*-.. ------..---..--------*------..--............ _..________,________ -------------------...*------------------..*-**-***-----..----------*-----------.... -----..--..*-------..- ...--------*-..
...-....~------*---..-----------------------******--****----------
11 c ~ 10.59 . ------*-------*-*------
~
~
~ 10.58 ~
0... '&, 10.57 'Qj 10.56 +----------------------*--------------- -------------------------------- 10.55 +-----*------...--------------- 0 100 200 300 400 500 Elapsed Time (seconds) Note: Transducer depth= 82.77 ft below Top of Casing, Prepared by/Date: )CW-- l /1 b}l ~ Checked by/Date:~ 1~~ lr4-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-86 of 185
OW-416L Pneumatic Slug Falling Head Test 9-29-13 14,--------- ------------- ------------- ------------- ------------- ------------- ------------- --- 13.5 i-----t-------- **------------- -----------.--.---------- ------------ ------------ ------------ ----*-
"" ~--- ----------- --------------- - -
1:~=~
~ H.Sll.......................
-----~ --------------------------- I I' j
I'Qj 11 . . I
*-= ~
'---1-01_: ~-~- -~- -*- -~- ~-*_ -~, - ~_
.. _** _....._......2 ......._.................................4..0r0*..- ..................................................6.0,...0...E ~ ~ - ~- -~- - -~ 1~0 o*- ~ _~ ~.=~-82~-.l7~ be"! ~"w co..n_d....s..)......-0,.0...
e ...
...Ia....p..s.,.e_d_T,_i_m..........(s... .... ...e.._r
.. _.............N.. ..:_..:...._..,...,_n**,_--d_u.._c
.. _....._.... .._.._0 ...:.:':....
.. -d_: ......T... ..,..,...I.n"':oo op**"o"f"C Prepared by/Date: k':.-tll-* l/ t tr/J u Checked by/Date: .=---)J .br . /c_._f- . . . _ __
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-87 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468*13*1 072 SLUG TEST DATA REPORT Observation Well OW-417U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/19/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 417UBR 2013-09-19 09.49.25 (contains background and pressurization/equalization data for rising head test)
- 417UR 2013-09-19 09.46.58 (contains test data for rising head test)
- 417UBF 2013-09-19 10.28.19 (contains background and vacuum/equalization data for falling head test)
- 417U F 2013-09-19 10.41.42 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =28.02 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
V-b\ L L( /b/IL! W. ~( Lrt-* Prepared by/Date: 1 Checked by/Date: 17 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-88 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _ O_W_-_4_1_7__c_U__ Date of Observation Well Installation: 8/8/13 Date of Well Development: 8/17/13 Observation Well Northing: 569927.1 US ft Easting: 2446646.9 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted on 8/17/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_4_8_.1_5_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover
*~ 4( Top of Casing Elevation: 775.03 Top of Concre te Elevation: 772.36 ~
~-- Ground Surface Elevation: 772.20 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 40.4 Elevation: 731.8 4( Filter Pack Top Filte r Pack ," Depth: 46.7 Elevation: 725.5 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 50.0 s creen Top Elevation: 722.2 Type of Well Screen: PVC 70.5 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 73.1 Screen Bottom Depth: 70.0 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 702.2 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-89 of 185
OW-417U Background Pneumatic Slug Rising Head Test 9-19-13 11.1 11.09 g 11.08 Q)
~ 11.07
"'c5l
~ 11.06
~
~
.8
<(
11..05
....Q) iii 11.04
'1....5 11..03 ~ Q)
- I: 11..02.
11.01 11 0 50 100 150 200 250 300 350 400 450 Elapsed Time (seconds) Note: Transducer depth= 39.09 ft below Top of Casing. Prepared by/Date: PAL l/1 ~1 H Checked by/Date: ~-'f-I:YJ/:._LL!tJ_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-90 of 185
------------------~
OW-417U Pneumatic Slug Rising Head Test 9-19-13 11.2 -,--*c**"********----*-*-****-* ******-*****--****"******-****- -**-**-*-***-**-*************** ****-*-***********-****-**--***
-*--*---**----*~------ I 9.6 +--------.---
0 50
----.-----.,-------~
100 150 200 250 300 350 400
----1 40 ]
Elapsed Time (seconds)
* - - - - - -------~~~.::_r:"."_~u_<:_~ep\h = 3~_!! below Top of Casing.
Prepared by/Date: ~~ \J 1*/1'1 Checked by/Date: V)<Jt;i.J '1£, ({4- - - - - Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-91 of 185
OW-417U Background Pneumatic Slug Falling Head Test 9-19-13 11.1 11.09 g 11.08
"""' -.... - - .,............... .~ ~ 11.07
'0" 1£ E 11.06 1-g! _g<( 11.05
~
_gj 3 1:l.04 i 0 11.03
- I:
11.02 11.01 11 0 100 200 300 400 500 600 Elapsed Time (seconds) Note: Transducer Prepared by/Date: ~ ~\ '- 1/1 &21~-( Checked by/Date: ---~-~~* (/
='~-'~~:.....:.J_,4--=------
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-92 of 185
OW-417U Pneumati c Slug Falling Head Test 9-19-13 i,j~-._-_.-_--_. .-~ -.-. -: .~ . . . . . . - *-*-* *- ". . . -* *- - - *- "* . -* . *- - .-* * *- -. - . _ _ _ _, . . . . - *- - * - -* 13.5 T,--------------------- - - - - - - - - - - - - - - - ~
~ .................................................................................- .............- ......................................................- ................- ......................................
~ 12 . j ..... JI ...\,..........................................................._ .._,..,_........................................- ........................................................................
~
b~ 11.5 +-~1---~~---------------------
----------------------------~- ~:c 11 +-------===::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::____
10.5 +------~-----~*------.--------, 200 300 400
---*------,...----- 500 600 100 Elapsed Time (seconds)
Pre pared by/Date: ---="-"-l-.---:,--,-.......J....!--l...!_._ _ __ Checked by/Date: -hf-=...-;.~:......t. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-93 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-417L Test Method: ASTM D 4044-96 {2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/19/2013; 9/24/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are pro~ided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 417LBR 2013-09-19 11.48.42 (contains background and pressurization/equalization data for rising head test)
- 417LR 2013-09-19 11.47.28 (contains test data for rising head test)
- 417LBF 2013-09-24 13.21.32 (contains background and vacuum/equalization data for falling head test)
- 417LF 2013-09-24 16.33.12 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =25.04 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: (~l4\.. l /1 ~>{IY Checked by/Date: _il.l__j,f /ttJ-- Ciinch River Data R{ort :ev. 4 CRP-1112.16 Page E.4-94 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _O_W_-4_1_7_L__ Date of Observation Well Installation: 8/7/13 Date of Well Development: 8/27/13 Observation Well Northing: 569903.0 US ft Easting: 2446614.6 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/16/2013 through 8/27/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_4_8_.6_1_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover
*~ 4( Top of Casing Elevation: 775.71 Top of Concre te Elevation: 772.78 ~
~-- Ground Surface Elevation: 772.65 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 81.8 Elevation: 690.9 4( Filter Pack Top Filte r Pack ," Depth: 91.5 Elevation: 681.2 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 95.0 s creen Top Elevation: 677.7 Type of Well Screen: PVC 115.5 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 118.0 Screen Bottom Depth: 115.0 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 657.7 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-95 of 185
OW-417L Background Pneumatic Slug Rising Head Test 9-19-13 14.22. 14.2 g
~
OJ ~ 14.18
""'C!
1-QJ _g<( 14.16
~
QJ 0 14.14 .ei' QJ
- r:
14.12 14.1 0 50 100 150 200 250 300 350 400 450 Elapsed Time (seconds) Note: Transducer Prepared by/Date: l( l-1'-', ) hb /I~ Checked by/Date: (d1i ~t I (f-. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-96 of 185
OW-417L Pneumatic Slug Rising Head Test 9-19-13 14.2 ,------- -------- -------- * - - - - - - - - - - - - - - - - - - - - - - - - - - -
- 14fl---------------*-----------~~~~--------~~~~~~~~---
12.6 +---- 12.4 - , - - - - - - - 0 200 400 600 800 Elapsed Time (seconds) Prepared by/Date: _r;_*~_:\L_---:"l/'""""l_o.Lll~~--- Checked by/Date: --70r<6.-:.s:aJ=~{;=(t-L-f-~....:,4"'------ tl Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-97 of 185
OW-417L Background Pneumatic Slug Falling Head Test 9-24-13 15.33 , . - - - - - - - - - - - - - - - - - ' - - * - - - 15.32 +--------------- ]
~
15.3 l g 15.31 +--------*
~
---=..--*
~
~
~ 15.29 *1------------=~=,..---
~
~ ~ 15.28 +------------*-------------__;:;,_,.;w::..._ _ _""'-_7<,...,. 0 t 15.27 - j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * - * - - - - - ~ 15.26 +-*-"'""""'-*-*----***-*-**--.---......___,,,...................- ............---**----*------....--*--*--*------**-'"--*-.-----..*--*-"'""-'""---*-**-*-'""'""__,_,___,________,,_ 15.25 +-----*-----*---..,.......-*---------*---.. . ------------*--*,----*--*--*-*--*,.--.---*-**- ..-----,-------*--*--*--*-*-.. 0 100 200 300 400 500 Elapsed Time (seconds) Note: Transducer Prepared by/Date: \{, b\ '-- 1I tb }I'{ Checked by/Date: ~ Yt, It f-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-98 of 185
OW-417L Pneumatic Slug Falling Head Test 9-24-13 18 , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17.5 - g
~ ~ 17 ~
c
~ ~ .0 16.5 " - * - - * - - - - - - -..* - - - - - - - * - - - - - - - * - - - - - <(
j
'E 16 +-*\----------- ----
- §
~
0:: 15 2000 4000 6000 8000 10000 12000 14000 0 Elapsed Time (seconds) Note: Transducer depth== 39.23 ft below Top of Casing. Prepared by/Date: _"""r.__~A__'-__*__I _cfl__o-'-(J_LV_ _ __ Checked by/Date: ----tt~Ji"""'--"b'----'/~1,_,_1-J-/_._r_..:::ti'-.- - -
- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-99 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-418U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/28/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 418UBR 2013-09-28 14.10.21 (contains background and pressurization/equalization data for rising head test)
- 418UR 2013-09-28 15.13.03 (contains test data for rising head test)
- 418UBF 2013-09-28 16.33.05 (contains background and vacuum/equalization data for falling head test)
- 418UF 2013-09-2817.16.39 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =61.92 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:. tOY- \ tD }1~1 Checked by/Date: '/o 11-Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-100 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _ O_W_-_4_1_8__c_U__ Date of Observation Well Installation: 8/29/13 Date of Well Development: 9/14/13 Observation Well Northing: 570526.8 US ft Easting: 2447065.0 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/13/2013 through 9/14/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _K_._L_Io~d_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_6_1_.4_0_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 810.30 ~
*~ 4( Top of Casing Elevation: 812.94
~-- Ground Surface Elevation: 810.01 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 78.0 Elevation: 732.0 4( Filter Pack Top Filte r Pack ," Depth: 90.1 Elevation: 719.9 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 95.0 s creen Top Elevation: 715.0 Type of Well Screen: PVC 105.5 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 108.0 Screen Bottom Depth: 105.0 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 705.0 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-101 of 185
OW-418U Background Pneumatic Slug Rising Head Test 9-28-13 8.86 . . , - - - - - - - - - - - - - - - - - - - - - - - - - 8.72 +------,-- 0 100 200 300 400 500 600 700 800 900 1000 Casin~ Elapsed Time (seconds) Note: Transducer depth= 70.75 ft below Top of Prepared by/Date: (lAt. I 11 ollY Checked by/Date: ~4* tfn /c.4-- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-102 of 185
OW-418U Pneumatic Slug Rising Head Test 9-28-13
.9,----------------------- -------------------------- -------------------------- ------------------
~ 8.8.8~==================== 6 ilt--------- ======~~::::::==========~~;;;;~~~========================~====~ 1:: jt=~ . -.. -. .=::=_--_-**_**-*.-_._-___________________.................. _._.... i841 ---- ~ '" z==..::::::== . . - ~ 7.4 f--*------------------- ----------------------- ---------*-----------*- -------*---*- 500 1000 1500 2000 2500 3000 3500 4000 Elapsed Time (seconds) Note: Transducer depth= 70.75 ft below Top of Casing. Prepared by/Date: _.!.l_qn-~L_....!.../...L/o: . .~L .:. I. . !. .~.-1_ _..___ _
----~??iL.J-.....:.___:(. .:. :t . Ll:. . ct4-c.
1
. Checked by/Date: _ _ _ __
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-103 of 185
OW-418U Background Pneumatic Slug Falling Head Test 9-28-13 8.86 8.84 g
~ 8.82
- I
"'g 8.8
~ 8.78
.c <(
~
21 ~ 8.76 0 ~ 8.74 _A
- 1! ~
8.72 8.7 200 400 600 800 1000 Elapsed Time (seconds) p: lJ11 ( Prep ared by/Date: ---'=~-'-h'-L_ ___,t/'--o_,_/_1L'--(_ _ __ Checked by/Date: t4,____ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-104 of 185
- OW-418U Pneumatic Slug Falling Head Test 9-28-13 12.---------------------------------------------------------------------------------------------------
11.5
- E'
';:' 11 1---------*--*---------------------------------------- --------------*----------------------- ~
~10.5 ~--
j ~~~------------------------------------------------- 10 "'~
~ 9,5 .............
't; ~ l 9 *-------------- *--~~~~~~~========:::::::::::::::::::::--------- 8.5+------------------------~-------------------------------------------------------------------- 500 1000 1500 2000 2500 3000 3500 4000 4~00
~lopsed Time (seconds)
Prepared by/Date: tC-\-\L \ /ttJ'JltJ Checked by/Date:~~ I (r Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-105 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-418L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/28/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 418LBR 2013-09-28 14.46.05 (contains background and pressurization/equalization data for rising head test)
- 418LR 2013-09-28 15.23.59 (contains test data for rising head test)
- 418LBF 2013-09-28 16.48.35 (contains background and vacuum/equalization data for falling head test)
- 418LF 2013-09-28 17.21.00 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =66.73 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-106 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _O_W_-4_1_8_L__ Date of Observation Well Installation: 8/28/13 Date of Well Development: 9/14/13 Observation Well Northing: 570506.0 US ft Easting: 2447038.8 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/13/2013 through 9/14/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _K_._L_Io~d_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_5_0_.5_6_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 811.80 ~
*~ 4( Top of Casing Elevation: 814.41
~-- Ground Surface Elevation: 811.44 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 124.9 Elevation: 686.5 4( Filter Pack Top Filte r Pack ," Depth: 133.6 Elevation: 677.8 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 136.8 s creen Top Elevation: 674.6 Type of Well Screen: PVC 157.3 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 160.0 Screen Bottom Depth: 156.8 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 654.6 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-107 of 185
OW-418L Background Pneumatic Slug Rising Head Test 9-28-13 10,59 _ , - - ' . - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10.57 +*------*--*""""--*****-*-***--"----***--***-****--*--*--- ......___________,.,.._. ___,____,_,.,_.,....._. ____,_____,_____,_____.,___,.......... g ! 10.55 t--.. . . . . ______,.___.,_,_,______. . . ..=:::::::;=~-~-~~-~.-~v-=- .... . .
~ ~
~10.53*-~ 2l 10.51 -\;..,~------ ------------------------------------- ~ 0 .i:! 10.49 + - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- ~
- r::
10.47 +*-.....................................-*--*---.. . . . . . -............................- .................................................................___,__ . . . . . . . . - . . . . .--*---*--..----*--.. .- ......................................................-- 10.45 +------.----- ,---*---,---- --.-----...,-- --.-----.---- ...,------,--- --, 0 100 200 300 400 500 600 700 800 900 1000 Elapsed Time (seconds)
------*-----------------'-N:C:.ot=e:_;_T;..:ra::.:ns.::.:du:.:..ce;;;...r.:.::d*:.c.Pt::.:.h~=:..;.77.:.::.2_;_4ft:::..b::.::*:.::..lo:.:..w.:.;;Toc:.p.::.:.of...::Ca=s"::.clnge:...._ __,
Prepared by/Date: -r.=\(,7 H:._'-_--.--'-Ll/_,_P:---'>/._l_,~\_ _ __ Checked by/Date: -+~~~-Q.-_'__:'Ir~,,.f-(_L_;f-~--- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-108 of 185
OW-418L Pneumatic Slug Rising Head Test 9-28-13 ~ 10.5 +1-----~~--------*---* 1!
~
--============:::::::::::;;:::;;:====="'""""'"""'"""'_____
~ ~ 10
~
0 c'l 9.5 tt-----:;/=---------
~
~
- c 8.5 500 1000 1500 2000 2500 Elapsed Time (seconds)
Note: Transducer depth= 77.24 fl: below Top of Casing. Prepared by/Date: l{b\ L t (r~> /)l/ Checked by/Date: fF!!:_,!j'--~,_,1'--"t-'-4_ _ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-109 of 185
OW-418L Background Pneumatic Slug Falling Head Test 9-28-13 10.59 ..,.---------------*------~---------- ---------------- g
~ 10.55 ""*-*---*-*---*--**-----*------- ..*--***----*--- ..- ...- ....._ ...................._ _,,,...._ ..____, ____, ____________, __,_,,,___,,_.,____,,_,________..____, ________, _____,........ -a t: ~"' 10.53 -l------------------------------------------------------
1;
~
2J10.51 r--------*--------------------:--.:A""-:;;;;;;;:;;;;;;;;::;;;;~~~...~;;;¢1""""'-'-'=""~"---""""""""'-"""""'~:::::..__.:=,_ _ __
~ ..,-,_,__..,.,/*- .........~----""""""--~ """"' .....
0 ~
.1:: 10.49 ~~~~'::l_~=----*---------------------------------- .!19
- I:
10.47 +*--..*---.......____,_______,..............____________,.....................- ......,_._,..._,_________,_______,,,_,_,_,__,_,___ ,______________,__,.,____,,_,____,,__________,. ___,,___,..___,.,____ 10.45 +----,----.......,------- --,----*----.-------""'1 ----,------..,.---------, ------.-----; 0 100 200 300 400 500 600 700 800 900 1000 Elapsed Time (seconds) Note: Transducer depth= 77.24 ft below Top of Casing. Prepared by/Date: ----'K-_l=A..__ _ __,_,I(,_._l_D.L...]l_,l(_ __ Checked by/Date: *-+~~~z.....r_,1;;'--!.,,_,,,,_1-~---t4_,_____ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-110 of 185
OW-418L Pneumatic Slug Falling Head Test 9-28-13 1.4.5 . . . - - * - * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * * - - - - - - - - - - * -..- ---*-- 14+-------------------------------------------------- ¥13.5 1i----------*- -*---------*-- -------*------ -----------*-" *----**------ . ----*-----
~
1il
\
13 - t l - ' l c - - - - - - - - - - - - - - - c: ~
~ 12.5 0
"'-:: 12 ~-- ~ '0 11.5 ........- .......... i
- J::
11 -----------*-------- - --------------- ----------*---- ---..--------------- ------------- 10.5 ",:,_ --*---------~~:::::.:::::::::.::==================~~-------- 10 *t----*---~-------r*----------,-*-*-..----,-------*-*-"*---*--,--------~----*-~-------~ sao 1000 1500 2000 2500 3000 3500 4000 4500 I Elapsed Time (seconds) Note: Transducer depth::: 77.24 ft below Top ofCas!n~ Prepared by/Date: It ~i L- t Itt> ]1 ~ Checked by/Date: p-j!;:-;,-1.:....:/;-;1...:________ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-111 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468*13*1 072 SLUG TEST DATA REPORT Observation Well OW-419U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/25/2013 Well Construction Diagram Plots:
- Background water level for rising head test No. 2
- Rising head test ~o. 2
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 419UBR2 2013-09-25 15.08.28 (contains background and pressurization/equalization data for rising head test No. 2)
- 419UR2 2013-09-25 15.15.39 (contains test data for rising head test No. 2)
- 419UBF 2013-09-25 15.59.50 (contains background and vacuum/equalization data for falling head test)
- 419UF 2013-09-25 16.01.04 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =46.70 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- 5. Initial rising head test rejected and re-run as Rising Head Test 2. Files from initial test not included or plotted.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-112 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _ O_W_-_4_1_9__c_U__ Date of Observation Well Installation: 8/15/13 Date of Well Development: 8/27/13 Observation Well Northing: 571283.4 US ft Easting: 2446716.1 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/19/2013 through 8/27/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_6_7_.7_0_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 800.21 ~
*~ 4( Top of Casing Elevation: 803.13
~-- Ground Surface Elevation: 799.98 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 48.8 Elevation: 751.2 4( Filter Pack Top Filte r Pack ," Depth: 54.4 Elevation: 745.6 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 57.2 s creen Top Elevation: 742.8 Type of Well Screen: PVC 77.7 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 79.6 Screen Bottom Depth: 77.2 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 722.8 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-113 of 185
OW-419U Background Pneumatic Slug Rising Head Test No. 2 9-25-13 3.64 . , - - - - - - - - - - - - - - - 3.635 +----- ~<1.1
- I:
3.61 +-------------------------- --------------------- 3.605 +-------------------------------------------------------- I 3.6 . . . .__,.,___________.., _____. . . -....----*-*-r*---*-*---.*---.,. . . . ._.____________,,. . ., I
+---*----------,--..--------*-------,--*--*---*--*-*r---------**-*----,.-
0 ~ ~ ~ ~ ~ ~ ~ ~~* Elapsed Time (seconds) Note: Transducer depth= 50.32 It below Top of Casing. _j Prepared by/Date: ~bb t- t It~ II'-{ Checked by/Date: ~J '/;, /ltf: Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-114 of 185
OW-419U Pneumatic Slug Rising Head Test No. 2 9-25-13 3.7 ~------------------------------------~--------------------------------------------------- ~ 3.5 *~I
~
~ 3.3 / - - ~ I t I I ~ 3.1
" I
~ ' "0 2.9 +------111------------ -------------- ~ ~ 2.7 .(.................................................................................................._,,,_.... ,..... ,.................................. _ ..................................................................................................................._ ....,..............................................__,,,............................................................................... 2.5 ~--------**----....- ........---*--*~---------"-----"'-*----*--***-----*-----*---------*--- ..-------*----*-----------,--*----*--- - ...----*--------*""' 0 50 100 150 200 250 Elapsed Time (seconds) Note: Rising Head Test No.1 rejected and data are not reported -------------.....:.:..No::.:.te:.:..:T::.:.r::.:.a"cc::sd_ucer depth = 50.32 ft below Top of Casing. Jhi% /tL.I.'===----- Prepared by/Date: _l::;.L\\-:.:_L_-~t(.....!.t-,t>lL...J_Y~--- Checked by/Date: Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-115 of 185
OW-419U Background Pneumatic Slug Falling Head Test 9-25-13 3.68 - . - - - - - 3.67 ' ........,___,........._...........................- ..................._,,_, ___, ____"""'"-'"""-'""""""""'""'"""'_______....,......,..,_,...................------*--*--*---"'""""'""'"""'"""'"-""""'""""""'""""________....,_........,...__________..,_..,_.._
~
l'l::l "Sl 3.66 c
+-----------
~ g! ~ 3.65 "" j (5 3.64 ~:r; 3.63 +-------------*----------*--*-------------- .
~
1 3.62 +------...------.------r-----.-----......,---~-.----...------""'"'T-------. 0 100 200 300 60 900 E:~~ed (sec:~~s) Time :ote: Transduce:::pth = 50,32 It b::: Top of Casing.
~
I Prepared by/Date: ---,lL.,.L~_L_ !__,l"'"""l'>-'-/l-'Y_ _ _ __ __,t Checked by/Date: -:J~~l<'--~, "'r
,%<-Jc t,_;"-¢;__-_ _ _ __
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-116 of 185
OW-419U Pneumatic Slug Falling Head Test 9-25-13 7 .---------------------- ----------------------- ----------------------- -------------- 6.5 +-----**-**-----*----*--------*-----*---**--*--*-----------------*----*--*-----*-**---**---*-***--*---*-*------*---*-----*-**--*------*------*-*------------****-*---*-*------------------*----*----*-***------** E' 'il u 6 +--t--------------- --*-------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- l "C
~ ..............- ....--*---*---*-*---***--*--------------*-*---*-*------*----***-------*---*-**--*****---*-------*------------*-**---*--****----****-*"--*-----*--------------*-*-***--*-*-*--****-**----**----**-****----**
5.5 .. *****--I------*----*****-*-* 1-g! _g 5 -- - - - - - - - - - ------- ----*---------,----------------------------
.el
~ 4.5 I -§, 4-1-- ~ \ 3.5 rr-~'----------------------------------
+---------------- --~------------------------------------ ---------------------- ----------
3 +---*--*.-------.-------~-----~-*---~------.----~--------,--------,_-----~ I 0 200 400 600 sao 1000 Elapsed Time (seconds) 1200 1400 1600
-----------..J.'JOJ:e:.Irar.>sducer..d ep:tb..m...5a32.!t.be!o.w.Iap..of..caslng__,
1soo . 2000 J 1 Prepared by/Date: -7'-K\"-'- *L\_ _l .,--:ll_J>-'-/l_,-l{"-----* Checked by/Date: -(/-n&Hr!>'J-""'":---L..Jt:-=-'......,',,_/,_(1/.'------ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-117 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13*1 072 SLUG TEST DATA REPORT Observation Well OW-419L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/25/2013 Well Construction Diagram Plots:
- Background water level for rising head test No. 2
- Rising head test No. 2
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 419LBR2 2013-09-25 15.52.13 (contains background and pressurization/equalization data for rising head test No. 2)
- 419LR2 2013-09-25 15.50.38 (contains test data for rising head test No.2)
- 419LBF 2013-09-25 15.44.44 (contains background and vacuum/equalization data for falling head test)
- 419LF 2013-09-25 15.46.19 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing = 47.05 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the tqmsducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- 5. Initial rising head test rejected and re-run as Rising Head Test 2. Files from initial test not included or plotted.
Prepared by/Date: tl4 L l { r!?_J.]:t-{ Checked by/Date:~ Ytt /!4-- Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-118 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _O_W_-4_1_9_L__ Date of Observation Well Installation: 8/6/13 Date of Well Development: 8/21/13 Observation Well Northing: 571257.7 US ft Easting: 2446683.4 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/20/2013 through 8/21/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_6_3_.5_7_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 799.89 ~
*~ 4( Top of Casing Elevation: 802.72
~-- Ground Surface Elevation: 799.75 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 90.5 Elevation: 709.3 4( Filter Pack Top Filte r Pack ," Depth: 101.0 Elevation: 698.8 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 104.5 s creen Top Elevation: 695.3 Type of Well Screen: PVC 125.0 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 126.5 Screen Bottom Depth: 124.5 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 675.3 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-119 of 185
OW-419L Background Pneumatic Slug Rising Head Test No. 2 9-25-13 3.58 3.575 ~ 3.57 1l
- l "5l
@ 3.565
!=
~
~ ~
..8
<(
ll 3.56 co
- 3.555
~
.::c 3.55 3.545 3.54 150 200 250 300 350 1 0 50 100 I Elapsed Time (seconds) Note: Transducer depth= 50.68 ft below Top of Cas~_j Prepared by/Date: -!'flt:"-lt\'-_*_l.l--'(lL::.o.!....../1-~.'i_ _ _ __ Checked by/Date: --t(}-rfil::::...:::....-'-'/,--'-1..:....1/,'-"p=t/._ _ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-120 of 185
OW-419L Pneumatic Slug Rising Head Test No. 2 9-25-13 3.81---------------*---------------------------------------------------------------~---------------- i ~ 2.4 +-----------------~--------------------------------------------------------------------- 2.2+------------------------------------------------------------------------------------- 0 100 200 300 400 500 600 700 800 Elapsed Time (seconds) Checked by/Date: Jfi;) Prep a red by/Date: ---':)(.:-t_Al___ t-'-/1_~>-'-l-'-li,__ _ __
'/r~ I ((/______
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-121 of 185
OW-419L Background Pneumatic Slug Falling Head Test 9-25-13 3.62 . . - - - - - -
.1::
+------------- --------------- --------------- -----*--------- --------------- ----
~ 3.58 I
'~
3.57 0 100 200 300 400 Elapsed Time (seconds)
'DO """ ,.,.:,:, <oo<h * '"*" ,:.::,. " ' o< '"'"'*
Prepared by/Date: -~__,_,_-~_1\t_~-----T--l:._:_{l_o-'-'/1-'-l'\-'----- Checked by/Date: ----:z5LBH--~,J"---"-:/.-'-t'--f'--/~r:__!-_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-122 of 185
OW-419L Pneumatic Slug Falling Head Test 9-25-13 6.5 ,-------------- --------------- --------------- --------------- --------------- --------------- I L-\
~ 5.s f--- r----*------ *---*-*----- ------------ *-----
"':g!!! ~
\
5 +--~~------------------------------------------------------------------------------- ~to 4.5 z0 f i j 4 '"-- 3.5 ~:::_____________-=:::::::=======::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~::::::::::~::::::::::::::::::::~---------- 200 300 400 500 600 700 800 900 100 Elaped Time (seconds) Prep a red by/Date: ___,...,fC:......c_\;\_L---.-I...L/_,_l-'/))'-'l_.L\ _ _ __ Checked by/Date: -~+~>JM=--. . . . 1:'-'-r.:....,I/f-4(__d--_. ____ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-123 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-420L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic; Solid Test Dates: 9/30/13; 10/1/2013; 10/2/13 Well Construction Diagram Plots:
- Background water level for rising head test (pneumatic slug)
- Rising head test (pneumatic slug)
- Background water level for falling head test (solid slug)
- Falling head test (solid slug)
- Background water level for rising head test (solid slug)
- Rising head test (solid slug)
Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 420LBR pneumatic2013-09-30 16.16.58 (contains background and pressurization/equalization data for pneumatic slug rising head test)
- 420LR pneumatic2013-09-30 18.12.00 (contains test data for pneumatic slug rising head test
- 420LBF2 2013-10-01 14.36.54 (contains background data for falling head test)
- 420LF2 2013-10-01 16.55.20 (contains test data for falling head test)
- 420LBR 2013-10-02 08.56.55 (contains background for rising head test)
- 420LR 2013-10-02 11.40.13 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted for pneumatic tests.
=
- 2. Static water level (below top of casing) prior to testing 64.88 ft on 9/30/13 and 64.77 ft on 10/1/13.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- 5. The well would not hold a vacuum; the test method was changed to the solid slug method, and the transducer was lowered to accommodate the solid slug.
Prepared by/Date: I(J\L l l1 /)/I"' Checked by/Date: tf!J 'ft..Jt~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-124 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-420L Date of Observation Well Installation: 8/20/13 Date of Well Development: 9/3/13 Observation Well Northing: 572021.1 US ft Easting: 2446902.0 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: N. Dempsey (TSD) NOTES: License No.: TN #936 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/28/2013 through 9/3/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._H_e_n_s_be_r_r~y_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_44_.9_7_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 803.31 ~
*~ 4( Top of Casing Elevation: 806.15
~-- Ground Surface Elevation: 803.07 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 120.0 Elevation: 683.1 4( Filter Pack Top Filte r Pack ," Depth: 127.4 Elevation: 675.7 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 130.9 s creen Top Elevation: 672.2 Type of Well Screen: PVC 151.4 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 152.4 Screen Bottom Depth: 150.9 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 652.2 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-125 of 185
OW-420L Background Pneumatic Slug Rising Head Test 9-30-13 12.32 . , . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12.31 - **--*-*--------**-------*-**---*"---------*-*-----*-*---"'""' ..*-**---*--**---~-----**---**---***-*---*****--*-*--***-----*-* 12.2.7 +--------*-*-----*- -------------------* --------*----------- ---------- 12.26 +------,..-------. --------,-----.--- --..,------,------. ...------, 0 100 200 300 400 500 600 700 800 Elapsed Time (seconds)
- - - - - - - - - Note: Transducer depth= 77.18 ft below Top of Casing.
Prepared by/Date: tt-b L I (ro /14 Checked by/Date: ~..!...-1..!.../-'-t1._'-_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-126 of 185
OW-420L Pneumatic Rising Head Test (Very slow recovery; stopped at 90% recovery) 12.6 -------------* 12.2
-----*-*---* -.. -------*-*--*----------------~-
10.6 . 0 1000 2000 3000 4000 5000 6000 7000 8000 Elapsed Time (seconds) Very slow recovery, test stopped at 90% recovery Note: Transducer depth= 77.18 ft below Top of Casing. Prepared by/Date: ~~ o?ll.f Checked by/Date: --~_/t~t..l!-1_*_ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-127 of 185
OW-420L Background Solid Slug Falling Head Test 10-1-13 17.65 17.64 g 17.63
~ !5 17.62 -- -*
"5!c $3. 17.61 *- g! .8 17.6
., ~ <( ~ '111 17.59 sfa 17.58 "'-- *~
OJ
- c 17.57
"' ~~; v 17.56 17.55 500 0 so 100 150 200 250 300 350 400 450 Elapsed Time (seconds) ft below Top of Casing.
Note: Transducer depth= 82.38 Prepared by/Date: I?L1 L l II o (ly Checked by/Date: Qt{,J.- f/; 1 b~ 1/ I Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-128 of 185
OW-420L Solid Slug Falling Head Test 10-1-13 24 23 g a 22 "C ,_~ 21 Q) _g
~
20 "~
~ 19 ~
- §Q) 18
- z:
17 16 3000 4000 5000 6000 7000 8000 9000 10000 0 1000 2000 Elapsed Time (seconds) Note: Transducer depth= 82.38 ft below Top of Casing. Prepared by/Date: --'~'--'~,_L __ , '-'1l~D_._[_l~_,___ __
---TJ~f--'-L!<~~Jt/L-_,,-~--f-~--t-'-'1~_ __
1 Checked by/Date: 1/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-129 of 185
OW-420L Background Solid Slug Rising Head Test 10-2-13 17.44 . . , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17.435 -*--**--------*--**-*-*--**--*-- -------*------------*-----*----- *----*---*----*----**-*-*---*-*- -*-**---**---*-*-*------ g
~ 17.43 "51 15 17.425 +------
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~
_g 17.42 . ----------------*- ---* ----------------*------*------------- ----*--------
~
j;j $ 17.415 +------ 0 .::,!19 17.41 +-----
- t:
17.405 -+------------------------*----------------------- 17.4 +------*---, 0 100 200 300 4;-----------5~0-0 ____________ 6001,' Elapsed Time (seconds) Note: Transducer depth= 82.38 It below Top of Casing. ~ p Prepared by/Date: ----11-'t-~t'\_'--_-'it~,_:,l.,....:.nl_'V\_-r--- Checked by/Date: !!!Z.-=-~--- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-130 of 185
OW-420L Solid Slug Rising Head Test 10-2-13 18 . *--*-*-*---*---------"'"'"'"""-"""""'""""""_____________, _________, _____________, ...........,_..________,,, ......... "'"'"'"'"""'""'"""'""""""'""'"'"'"'"'"'---*---------*---- ---*---*-*-*-----*---"""""""""""""" 17.5--~--======~;===::======~== g 17 4---- .....--- i
~ 16.5 ~~------------~~~~------------------------------------------------------------------------------
16 15 .5 -*1*-.._./"-:::"P'"r-"--"-"""_"'"_""_"' <I; ",. --------* ------------*--------*---------------------*----*-*--- ~ 15 ~------------------------------------------------------------------------------------------------ ] 14.5 il!---------------------------------------------------- -------------------------------------------- ~
- I: 14 13.5 ~-----------------------------------------------------------------------------------------------
13 +-------------------------------~--------------~---------------.---------------.--------------~ 0 2000 4000 6000 8000 10000 12000 Elapsed Time (seconds) Prepared by/Date: -..,£.+.~----,-:...:....J...,!___ __ Checked by/Date: **-+-P=-=-__!_!,'--L,_....:__c__ _ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-131 of 1S5
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-421 U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 10/1/2013; 10/2/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 421 UBF 2013-10-01 16.36.51 (contains background data for falling head test)
- 421UF 2013-10-0116.12.17 (contains test data for falling head test)
- 421UBR 2013-10-02 09.37.33 (contains background data for rising head test)
- 421UR 2013-10-0212.52.26 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing =53.91 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:j{J\t- I /1 b [l <-1 Checked by/Date: 4-W-- r, I /ttl-- Clinch River Data Re~:. ~ C~P-1112.16 Page E.4-132 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weill .D.: OW-421 U Date of Observation Well Installation: 8/15/13 Date of Well Development: 9/19/13 Observation Well Northing: 570557.7 US ft Easting: 2446471.7 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/18/2013 through 9/19/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_54_.2_3_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 805.55 ~
*~ 4( Top of Casing Elevation: 808.27
~-- Ground Surface Elevation: 805.36 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 41.2 Elevation: 764.2 4( Filter Pack Top Filte r Pack ," Depth: 51.4 Elevation: 754.0 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 55.0 s creen Top Elevation: 750.4 Type of Well Screen: PVC 75.5 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 78.0 Screen Bottom Depth: 75.0 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 730.4 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-133 of 185
OW-421U Background Solid Slug Falling Head Test 10-1-13 16.32 . , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - g 16.3 . ----..------------------ -------*---------- ----*----..-...--*-------------- -------------*--- -------- e ~
- I
] ~ 16.28 +-_::::::~.,;f=----
~
~ 16.22 - ! - - - - - - - - - , - - - - - - - , - - - - - - - - , - - - - - - - - , - - - - - - - - - , - - - - - - . . , . - * - - - - - , 0 100 200 300 400 500 600 700 Elapsed Time (seconds) ____________________ N_ot_e:_Tr_an_sd_u_ce_rd.epth = 70.20 It below Top of Casing. Prep a red by/Date: _ _;tee;_. \:\'--L.-)----'+'/r-""~-t-P-'-1L/_,_._ __ Checked by!Date:rJro - ~/ Lr:._ 4 jl Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-134 of 185
OW-421U Solid Slug Falling Head Test 10-1-13 24 , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 23 ..... *-******************--*--**************-****-*** ..***..................................____, .... _ ......................................................................_ .................................................- ..................- i ~ 21 22 ~
-------------------------------------------~----------
-------------------------~-----------
§ I
~ 20 .} **--*--------*------~----*---*--*--*----***--*-**-------*-*-------...._---------*-----**-- ~ ,I
- i:;: :: *r+~~------ ------------*----------------------------------------------------------* ---------------
~ 19 i
rF:::_- -------- -------- -------- -------- -------- -------- ------- -------------- I
- I: 16 I .................. ..........,_. . . . . . . . . . . . . . . . . . . . .-.................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-............. II 15 1500 2000 25oo 3ooo 3soo 1 0 500 1000 Elapsed Time (seconds)
Note: Transducer depth== 70.20 ft below
.........................................~-----***-.................... _.. ........-
Top of Casing. I Prepared by/Date: (.\-\ '- 1 I ft!J/l 4 Checked by/Date: jA.J '/tf tJ4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-135 of 185
oM-o-oOooO"O~ . . . -**M-0~ ... OW-421U Background Solid Slug Rising Head Test 10-2-13 16.26 16.258 g 16.256 -- QJ
~ 16.254 "tl VI c:
.="' 16.252
~
0
..c 16.25 --
c( QJ 16.248
...0~ .c:
16.246
*af
- I: 16.244 .
16.242 16.24 0 100 200 300 400 500 600 700 Elapsed Time (seconds) Note: Transducer depth = 70.20 ft below Top of Casing. Checked by/Date: Jn S ;Lc/J__ Prepared by/Date: __t_l-\_~..--_I_,_(_P'...,./_,1Lf_ _ __ I.-_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-136 of 185
OW-421U Solid Slug Rising Head Test 10-2-13 . 17 - , - - - - - - - - - - 12 +-------------------------------------------------- 11 +.................................................................,-.. . . ,. . _. . . . --........-.. . . .-....-.................,......................-......................................................,-...........- .................................................... ..........................................................--.........,......................................................_,,, . .,
~
8000 10000 12000 o* 2000 4000 6000 Elapsed Time (seconds) Prepared by/Date: L 1:-\ L I (Jo I I lf Checked by/Date: -/)Al~-=#-tl-* ______ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-137 of 185
CLINCH RIVER SMR PROJECT
. AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-421 L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 10/2/2013; 10/8/2013; 10/9/2013; 10/14/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 421LBF 2013-10-02 10.43.09 (contains background data for falling head test)
- 421 LF 2013-10-08 09.02.23 (contains test data for falling head test)
- 421LBR 2013-10-09 10.01.35 (contains background data for rising head test)
- 421LR 2013-10..:14 08.43.27 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing =70.61 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Checked by/Date: ----1¥-~--'----'--J Clinch River Data Repo Page E.4-138 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-421L Date of Observation Well Installation: 8/14/13 Date of Well Development: 9/19/13 Observation Well Northing: 570544.2 US ft Easting: 2446455.6 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/18/2013 through 9/19/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_44_.6_8_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 805.05 ~
*~ 4( Top of Casing Elevation: 807.81
~-- Ground Surface Elevation: 804.78 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 92.4 Elevation: 712.4 4( Filter Pack Top Filte r Pack ," Depth: 101.0 Elevation: 703.8 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 104.8 s creen Top Elevation: 700.0 Type of Well Screen: PVC 125.3 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 128.0 Screen Bottom Depth: 124.8 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 680.0 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-139 of 185
OW-421L Background Solid Slug Falling Head Test 10-2-13 1.9.24 . . , . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 19.23 . ..- *..--*---*---*----------*----*-*-*--*---*--
~
fl
=
~ 19.22 ---- ~
~
_g 19.21. -..-~------**---*-*------**-----------~---------~------**-*-------------...._ ___,_______________ .......__~_, ___...._. . _ _.__. .,._~~-----------*-------~-*-- j '15 19.2 +---------- 19.19 19.18 + - - - - - - . - - - - - - - - - - , - - - - - - - - - - , - - - - - - - - , - - - - - - , - - - - - - - , 0 100 200 300 400 500 600 700 Elapsed Time (seconds) Note: Transducer depth= 89.82 ft below Top of Casing. Prepared by/Date: -~'=(.,~.:...L-_4L_,_h='~>.,_,l1_,~.___ __ Checked by/Date: -+SJt.,L-'"-~"-....-_Yt_ri..L..£L...t4-_ _ _ __ v Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-140 of 185
OW-421L Solid Slug Falling Head Test 10-2-13 27 ,-.---..------*--*-------*------------------------------------*~---------------------- ga; 26c 25 === === =--..--------:- -== . . . -.. .
===
~~~
===
+-*--.. . . . . . -.. . . -.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,_ . . . . . . . . .-.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
~ ~ ~~~~=~
~ 23 +------------------=~~~-------------------------------------------------*----
- g -----**
*******-w"*--****-""'" ''*~'"""''''"""'-""- '''"..."''""""""''-"'"'"
- I: 19 . ,,._.._, __ ._ _ _,_.__, ___,____..____....._, ____ ,___________ ____ ,___.._________.._____
17 +---------.--------r---------r------~------~------~------~------~-------.--------. ~J 50000 100000 150000 200000 250000 300000 350000 400000 450000 500000 Elapsed llme (seconds) Note: Transducer depth =89.82 ft below Top of Casfng. Prepared by/Date: ~h L t(lo/t*r Checked by/Date: ---ftJ*-T-=1 . . . ,~,_ ,rC!. . .t+-(_.,1-=-¢-_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-141 of 185
OW-421L Background Solid Slug Rising Head Test 10-8-13 26.38 26.37 g 26.36 "*----~-----~ w
~ 26.35 "5I
~ 26.3~ g! _g 26.33
...w
<( 1il 26.32 A """ - 0.... 26.31 ~
- I: 26.3 26.29 26.28 0 100 200 300 400 500 600 Elapsed Time (seconds)
Prepared by/Date: --"-t"""\;\t_~_ t,__/ n_._/_1LJ_ _ _ _ __
,_t Checked by/Date: -fi{)Q="j)=-~_YtL.L'
/Hr'-'4_. ___
Zl
"'---p Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-142 of 185
OW-421L Solid Slug Rising Head Test 10-9-13 27 26.5*
- g 26 8 25.5
~
- l c 25 "
~ ~ 24 .*13 0 .c ~ 24 " ~
- 23.5
§ 23 ----- ----- ----- ----- ----- ----- ----- ----- '5 " 22.5
- c 22 21.5 350000 400000 450000 150000 200000 250000 300000 0 50000 100000 Elapsed Time (seconds)
Note: Transducer depth= 89,82 ft below Top of Casing. Prepared by/Date: tl\ L t(l o (tel Checked by/Date: --!}~- ~;. .;_~_ ,_ /_,_ l4. :. . . .__ _ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-143 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-421 D Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 TestType:Soli d Test Dates: 10/2/2013; 10/8/2013; 10/11/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 421 DBF 2013-10-02 15.10.43 (contains background for falling head test)
- 421 DF 2013-10-08 09.13.27 (contains test data for falling head test)
- 421 DBR 2013-10-11 14.57.20 (contains background data for rising head test)
- 421 DR 2013-10-11 14.52.30 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing = 135.66 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
- Prepared by/Date :____,_71---:---'--?--'--'-
Check ed byIDa t e : --I"'-'--V--,1-l--'---+ Clinch River Data Re Page E.4-144 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weill .D.: OW-421 D Date of Observation Well Installation: 8/13/13 Date of Well Development: 9/19/13 Observation Well Northing: 570520.1 US ft Easting: 2446424.4 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/19/2013 through 9/19/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_44_.0_2_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 802.63 ~
*~ 4( Top of Casing Elevation: 805.20
~-- Ground Surface Elevation: 802.49 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 165.2 Elevation: 637.3 4( Filter Pack Top Filte r Pack ," Depth: 172.8 Elevation: 629.7 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 175.7 s creen Top Elevation: 626.8 Type of Well Screen: PVC 196.2 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 198.0 Screen Bottom Depth: 195.7 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 606.8 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-145 of 185
OW-4210 Background Solid Slug Falling Head Test 10-2-13 22.65 . - - - - - - - - - - - - - - - - - - - - - - - * - - - - - - - - - - * - - - - - - - - - - - - - - - - - - - -
- g J 22.63 *t---**. *-**----------*..--*---*---..******-*------.---..-**------*****-*---**---*-*--*-*---*-*- ....~--
- . -----....-----*-*-.. ----*-*--:tA< ...""v-;/--.............- -...- ~ ~ /\....... "" ..._..,...__=*------*----*---- -------
~ 22.62 .J.:....-s;;;;;;;;;;;;;;;:.;;;;;:~=::;/;?"~==;;;;;;;;;,..,.."\:":1"~;;;;;;;:;-r,.........-.;~ 1!; r - - v~ ~
~ 22,61 +----------------- ------------------- ------------------- ----------
~ 0 ~ 22.6 +-------------- ---------------- ---------------- --------
- rt
- I:
22.59 +-...................................................- . . . . . . .---..-*-.. .*----**-*-*****-*---.--**-*"-"'"'____ ..........................................___. . . . . . . .--..--......................._............................._. __.._""""-"""-*"""""_"_"'"'-"'""
+---------r---**-- -------r--------.- ---------;-------,. .--------, I 22.58 0 1.00 200 300 400 500 600 I Elapsed Time (seconds)
*----------'N.:.;:o.:.cte.:..:T..:.ra_n=sducer depth = 158.28 ft below ~op of Ca~
Prepared by/Date: 1/J-\'-* (I v (t 1*1 Checked by/Date: ~----'/-'t' ______ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-146 of 185
OW-4 210 Solid Slug Falling Head Test 10-2-13 t'-- 50 . - - - - - - - - - - - - - - -
- l:.
_45
~
1J
" 40 -** -- --*- ---* ------ - ----*- ----*- -- ---*--* *---
"tl 1l I
~
I
~,; 35 J~--
I
!~ j ~---------- ~ \ ~25-~ . I 20 *1 I
50000 100000 150000 200000 250000
,------------,------*-*---,----..........,--~j 300000 350000 400000 450000 500000 Elapsed Time (seconds) Note: Transducer depth =1.58.28 ft below Top of Casing, Prepared by/Date: _l_{,t\_L_-.!t(~'-.!"1-:-1~~._ _ _ __
Checked by/Date: _-P-f-7* ___ _.-=t-1-"-----'-:1--'--tt'----'~'--'1'-_4 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-147 of 185
OW-4210 Background Solid Slug Rising Head Test 10-8-13 50.691*------------------------------------------ g 50.67 e!
- I "5l 50.65 +-----
~" j 50.63 t::::::;;;;;;:;;;;;;;;;;;;;;;;;;;;l-1
....OJ
<( ~'DS9j-~------ --- *-- ---**------~-----~-------- ----- iU 50.61 ----- .
- ~ 0 100 200 3
~I
~l~psed (secon:~O Time Note: :::sducer depth= 158.::: below Top of CasinJ Prepared by/Date: IGU L .LL...Lfv:....!/l.__t_:_tl_ _ _ __
Checked by/Date: ~_.:('--4--*_ _ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-148 of 185
OW-4210 Solid Slug Rising Head Test 10-10-13 55 ,....................................................--...............- ..............,_..............................................................,..._____,...............,_,___,,_,.................................................................................. - .................................................... , ... 54.5 -l-,..,..-=--M.!:::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=::::=:=:=::::=:=:=:=::::=::::=:=::::_______ g
~ 54 --------*----------- --------------------..----------..-------------------*-- ----*----------------- ---------------------- -
'E"l
~ 53.5 +------------------ ---------*---------- -------------------- ----*--------------- -------------------- ------- ~
..8 53
~ 52.5 +----------------- ------------------ ------------------ ------------------ ------------------ ------
'E
~ 52+-------------------------------------------------------~--------------------------------------- ~
51.5 " ..........- ............................................ 51 +-*--------~--------- 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Elapsed Time (seconds) Note: Transducer depth= 158.28 ft below Top of Casing. Prepared by/Date: ""7""<'7"----:-'-rl-...1....7-......,_,____ _ __ Checked by/Date: -1'--F"""-..:........ ....--'--------- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-149 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-423U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/15/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 423UBR 2013-09-15 14.36.08 (contains background and pressurization/equalization data for rising head test)
- 423UR 2013-09-15 14.34.16 (contains test data for rising head test)
- 423UBF 2013-09-15 14.37.47 (contains background and vacuum/equalization data for falling head test)
- 423UF 2013-09-15 13.05.22 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing= 39.58 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: KJ\ t.- /1 t>{lct Checked by/Date: rJ~t_ft_1 Clinch River Data R{p~rt Rev. 4 CRP-1112.16 Page E.4-150 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-423U Date of Observation Well Installation: 8/18/13 Date of Well Development: 9/1/13 Observation Well Northing: 571494.1 US ft Easting: 2448309.5 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed approximately 21.0 and 41.0 feet below ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 8/31/2013 through 9/1/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_6_5_.6_0_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 797.53 ~
*~ 4( Top of Casing Elevation: 800.21
~-- Ground Surface Elevation: 797.41 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 31.5 Elevation: 765.9 4( Filter Pack Top Filte r Pack ," Depth: 39.1 Elevation: 758.3 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 42.2 s creen Top Elevation: 755.2 Type of Well Screen: PVC 62.7 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 65.0 Screen Bottom Depth: 62.2 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 735.2 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-151 of 185
OW-423U Background Pneumatic Slug Rising Head Test 9-15-13 8.43 , . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8.42. --..**-***----*--*------***-**-***-****----**----******--**--* -**-**-**-.--*--*-*--***----***-*--------*-*--------* g QJ 8.41
- J "tl V>
c 8.4 f!:"' _g" 8.39
~
~ 8.38 0
- 1Sro- - -20'o- - - 2~s-o 3~- - - - -~ o ~
- § 8.37
- c"'
8.36 8.35 _ _ _ _ _370_0_______ I 0 50 100 Elapsed Time (seconds) Note: Transducer depth= 47.98 It below Top _of Casing. .I Prepared by/Date: ILI:\L !flo /ltl . Checked by/Date: ~J j;1 / ( 4.- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-152 of 185
OW-423U Pneumatic Slug Rising Head Test 9-15-13 9 ,------------- ---------------- 6.5 +---1:---- ----------- ----------- ------ -------- ----- 150 200 250 300 350 0 50 100 Elapsed Time (seconds) Note: Transducer depth= 47.98 ft below Top of Casing. Prepared by/Date: --'-iK~l-\'-L--1-{/....::..l:._~>:.......!l_:_~_ _ __ Checked by/Date: -ft!J=--+~-'-'--+/-~-t4~------ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-153 of 185
OW-423U Background Pneumatic Slug Falling Head Test 9-15-13 8.39 . , . . . . . - - - - - - - - * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- 8.34 ------*-
8.33 "f ----.------,-----.-- --.------*-r----.------.-- 0 50 100 150 200 250 300 350 400 450 Elapsed Time (seconds) Note: Transducer depth= 47.98 It below Top of Casing. Prepared by/Date: )0\-\,L ( /r<>ll'--1 Checked by/Date: ~ '/t*, /,4-- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-154 of 185
OW-423U Pneum atic Slug Falling Head Test 9-15-13 13 ;**--**------**-*****--***---*""'"""'"""'"""""""--*-*- 12.5 +-------------------------------------------------------------------- g 12 +-+----------------~----------
- u
~ 11.5 *-* ................- ...................................................................................................................
t-* *--- ---- ---- ---- ---- -*
-g ~ 11 .8 ~ I 10.5 -T-*- 1----- - -:: I ---------------------------------------- ~ 10 +f-41~----------------*------*----------
600 700 800 300 400 500 100 200 Elapsed Time (seconds)
-.!:T.cera~ns~du~ce,_._rd!!-"e~pt"-h~~*4!.!_7."'"98'-'Cft'-!"b~elo;:;;w'..!.T~op'COo'..CfC""as~lnl:kg
............J
-*------------- -------------*-.......!N~o~te' Prepared by/Date: ~ t\L l/tt' }lq Checked by/Date: ~-~ '/" / 14...-
l/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-155 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-423L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 9/16/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 423LBF 2013-09-16 11.58.12 (contains background data for falling head test)
- 423LF 2013-09-16 12.36.09 (contains test data for falling head test)
- 423LBR 2013-09-16 13.19.04 (contains background data for rising head test)
- 423LR 2013-09-16.16.48.49 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing= 30.72 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: ILIA.'- !/U> b4 Checked by/Date: ~ '/11 /t-1-- Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-156 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-423L Date of Observation Well Installation: 8/17/13 Date of Well Development: 9/2/13 Observation Well Northing: 571481.6 US ft Easting: 2448293.2 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/1/2013 through 9/2/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_8_0_.2_9_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 798.33 ~
*~ 4( Top of Casing Elevation: 801.13
~-- Ground Surface Elevation: 798.02 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 127.9 Elevation: 670.1 4( Filter Pack Top Filte r Pack ," Depth: 136.6 Elevation: 661.4 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 139.6 s creen Top Elevation: 658.4 Type of Well Screen: PVC 160.1 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 163.0 Screen Bottom Depth: 159.6 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 638.4 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-157 of 185
OW-423L Background Solid Slug Falling Head Test 9-16-13 14.36 -,--------------------~------- g 14.34 ---------- ---------- ---------- ----**---* ---------..**---------..------*---.. eJ i
- l
~ ~ ---- * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
14.32 ......""""""~----*--
+--"""""- ~ ~~--
j 14.3 +--------------------~-=~==~~~--~------------------------ i
- I: 14.28 +---- ------ ------ ----*- ------ ------ ------ ------ ------ ----
+----- --.,--- ------ -..,.-- ------ -,----- ---.--- ------ --,---- -----.
14.26 200 300 400 500 600 0 100 Elapsed Time (seconds) Note: Transducer depth; 45.05 It below Top of Casing. Prepared by/Date: ~ 1-\:.L. 1 ho /N
- j}-:2 ~ /1?
----~~~~---------
Checked by/Date: Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-158 of 185
OW-423L Solid Slug Falling Head Test 9-16-13 28 - - - - - - - - - - - *..- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * - * - - - - - - 26 ' *-----*--***---**-------*-- .........--**-*..---***"------*--**---*------**--*---*----*----*-*-*-*--***---****-*- ..*-*---------*-* I
- J 14 +---------. ~-----,-------.----- ~
0 200 400 600 800 1000 1200 """ ,.,, ,;, I Elapsed Time (seconds) Note: Transducer depth" 45.05 ft below Top of Casing. Prepared by/Date: -----.Krr-A-,--\:t...._---'1/-';l_vjt....:~l-J..'~----- Checked by/Date: -H]-~_,t"'--1'"--"~--'-11,_,/._.;_,__1/'- p Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-159 of 185
OW-423L Background Solid Slug Rising Head Test 9-16-13 14.32 +---*-- -;*----- ---..--- ------.- -----.-- ----.--- ----,,-- -------, 0 ~ ~ ~ ~ ~ Elapsed Time (seconds)
~ ~
-------r ------,
~ ~
j
---------------------* - - - - - Note: Transducer depth= 45.05 It below Top of Casing.
Prepared by/Date: V-\L- l/t11/14 Checked by/Date: p}2J '/, /14--- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-160 of 185
OW-423L Solid Slug Rising Head Test 9-16-13 15 . , . - - - - - - - - - - g
~ 13
- l
~ e 12 1- *Y--- ---------*-----*--*
~
0 ~ iull ~ '0 1:! 10 +---------------*------------------------.--- OJ
- t:
9 --r--------------- 0 1000 2000 3000 4000 5000 6000 7000 8000 Elapsed Time (seconds) Note: Transducer depth= 45.05 ft below Top of Casing. J Prepared by/Date: Checked by/Date: p K\-\'L _j__l (.. . :1_4_ _ __
'/rtltti.
z:,_,, Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-161 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-423D Test Method: ASTM D 4044-96 (2008}, Sections 8 and 9 Test Type: Pneumatic Test Dates: 9/15/2013; 9/16/2013 Well Construction Diagram Plots:
- Background water level for rising head test
- Rising head test
- Background water level for falling head test
- Falling head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 423DBR 2013-09-15 16.12.55 (contains background and pressurization/equalization data for rising head test)
- 423DR 2013-09-15 18.03.46 (contains test data for rising head test)
- 423DBF 2013-09-16 16.21.46 (contains background and vacuum/equalization data for falling head test)
- 423DF 2013-09-16 17.28.12 (contains test data for falling head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background and pressurization (or vacuum)/equalization file prior to initiating a test; only that time frame from the "background" file is plotted.
- 2. Static water level (below top of casing) prior to testing =29.86 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date: IU\ L I (l*o //(1 Checked by/Date: __)]2:. tf,,j{ 4-Ciinch River Data Report Rev. 4 CRP-1112.16 Page E.4-162 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: CLINCH RIVER SMR PROJECT (AMEC 6468-13-1072) County: ROANE, TN Observation Weiii.D.: OW-423D Date of Observation Well Installation: 8/16/13 Date of Well Development: 9/13/13 Observation Well Northing: 571457.9 US ft Easting: 2448262.0 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 9/4/2013 through 9/13/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _J_._G_o_d_d_a_rd_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_82_.2_8_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 800.13 ~
*~ 4( Top of Casing Elevation: 802.86
~-- Ground Surface Elevation: 799.89 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 236.9 Elevation: 563.0 4( Filter Pack Top Filte r Pack ," Depth: 244.2 Elevation: 555.7 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 80 Schedule or Thickness:
s creen Top Depth: 248.1 s creen Top Elevation: 551.8 Type of Well Screen: PVC 268.6 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 273.0 Screen Bottom Depth: 268.1 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 531.8 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-163 of 185
OW-4230 Background Pneumatic Slug Rising Head Test 9-15-13 18.52 . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
;g 18.5 +--**--------------------------*------------*----**-----*------------------- . ------*----*-------.-----------~---------*------
1:!
=>
~~ 18.48 -----------'----------*
+--"""".........._;;::::c*:;;P""".......__,...----=...., -/'....--:;.----~-------~---,--...~~---_-_-.....-.....-_*-_-_---.....
~-~
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t-*------------- ---------*------ ---------......:: >-..._....,..;;;; _;;;;;;;:;;;;---- ---- OJ
~ 18.46 *af
- I: 18.44 +--------- ---------- *--------- ---------- ---------* --
18.42 +------*--,-- -------*,----- -----,------*- -,-----*--",-- -------.------ -, 0 50 100 150 200 250 300 350 Elapsed Time (seconds) Note: Transducer depth= 48.35 It below Top of Casing. Prepared by/Date: _K-_\.\_L_l_L/_,_1/)'-'/'--I_,_L{_ _ __ Checked by/Date: p~~~-~+~4=~ 96 ..;j Zt !td.. ------~ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-164 of 185
OW-4230 Pneumatic Slug Rising Head Test 9-15-13 18.s T-------- 18.4 -t--------
- g 18.3
~ H , , , _ , , _ . . , . . . . , . . , , , _ _ , _ , __ , , _ , , , _ , , _ , , , , , _ _ , , , _ , , , . . , . . , , , _ _ , _ , _ , , , , . . . , , . . ,,, . . , , _ , , _ _ _ _ , _ , , . , . . . . , . . . , . . . . . oH<<om>o<<o<*<*"H*<Mooooo.oooooo-OoOo--o-OH<H<>oooo-HHoHooo>o
'---------------------------------------=========~~~~--~~~~~~::::::::________
~
~$ 18.2 -,
~
] 18.1 {-----------------------------*--**----*"*~~~~~------------------------------------*-------*-----------------------*-*-----
<(
~ 18
'l;
~
*~ 17.9 .
- t 17.8 -----------~----------------------*-----------------------------------------------------*
17.7 +-----------------------------.............,......................................... , .............___________,,,............................................,.........................................,. .............._..___, _____,........ .,.........................................-.,.........................................,........................................ ,........................................... , 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 Elapsed Time (seconds) Note: Transducer depth= 48.35 ft below Top of Casing. Prepared by/Date: 1(1-\L ( /to/ll( Checked by/Date:~ '/,, /r4 ____ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-165 of 185
OW-423D Background Pneumatic Slug Falling Head Test 9-16-13. 18.71 ---------***- --.. ,_.,,,___, __,_,_,,____,_.._ .._, ___,____..,_..____,_,_,_, ______........_ .._.,._, ____,__,,_.,__ ,........._, ___,__,,____,,_,,_,,_______,___, __ 18.7 +-------- --------- --------- --------- --------- --------- --------- --------- ------ 18.65 ------ --------- 18.64 ------..---- 150 200 250 300 350 400 () 50 100 Elapsed Time (seconds) Note: Transducer depth= 48.35 It below Top of Casing. 1 1 _ _ _ __ Prepared by/Date: ---::'L\4:-l_-_1(c....:/...:...n~(/~ Checked by/Date: j}BJ-. 'fu /t 4: Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-166 of 185
OW~423D Pneumatic Slug Falling Head Test 9-16-13 21.5 ,----------------------~------------------------------------------------------------------------ g
~ " 20,5 1l +------- ~
~ 20 ~ '5 19,5 4 - - - - - fp. 19 -------------------- 18,5 +----------------r--------------y--------------~--------------r-------------~--------------~ 1000 2000 3000 4000 5000 6000 Elapsed Time (seconds)
~-----------------'N.:.;:o.:;:te;_::T.:.::ra"-'ns;:odu:::.:ce::_rd::::*.t:pt,'"-h::;::c4c:::;8,""35:..:.ft:..::*bc:::el;:_:oW:_:T-'"Op'-'o"-'fC::.::as"'-ln,.,g._ _ _ _ _ _ _ _ _ _ ___
Prepared by/Date: \Lt'\L 1
/1~>/f!..t Checked by/Date: -Jil_£_%-rrl-/.,.(-f,-------
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-167 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-428U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 11/10/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 428UBGF 2013-11-10 13.58.02 (contains background data for falling head test)
- 428UF 2013-11-1013.57.49 (contains test data for falling head test)
- 428UBGR 2013-11-10 13.57.09 (contains background data for rising head test)
- 428UR 2013-11-10 13.56.52 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing = 42.56 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:. )0*\L t /1 D /)~ Checked by/Date: QN.1 /11 ( 1+ 1 Clinch River Data Re~-1112.16 Page E.4-168 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _ O_W_-_4_2_8__c_U__ Date of Observation Well Installation: 10/16/13 Date of Well Development: 10/31/13 Observation Well Northing: 570781.4 US ft Easting: 2448710.6 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 10/30/2013 through 10/31/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _N_._S_m_ith_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_9_0_.2_7_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 804.57 ~
*~ 4( Top of Casing Elevation: 807.78
~-- Ground Surface Elevation: 804.33 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 24.4 Elevation: 779.9 4( Filter Pack Top Filte r Pack ," Depth: 34.4 Elevation: 769.9 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 40.4 s creen Top Elevation: 763.9 Type of Well Screen: PVC 60.9 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 63.0 Screen Bottom Depth: 60.4 14-(f--------l*~ Bore Hole Diameter: _ 6" Screen Bottom Elevation: 7 43.9 I I
____c _ _ AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-169 of 185
OW-428U Background Solid Slug Falling Head Test 11-6-13 9.48 - . . . . . . - - - - - - - - 9.475 .. -"*----~---*-*-----**-**------*-*"**--~ ..*--*-..----*-*-**--**--*-*- g t':l
+-------
- I
] 9.47
~
~
..0 9.465
<(
.....t1l Q) 0 9.46
~
*~
- J:
9.45 +o------1.,...oo_________2o""o________3o'o---*-*-*-c4o'o______s'o_o______6,o-o------.700 JI Elapsed Time {seconds) ~.......-__ Note: Transducer depth~ 52.03 ft below Top of Casing. Prepared by/Date: 1:-\.:......l....=--_1..!..../):._z,.!,_/1_~../_ _ __ ___,L':':...::.* Checked by/Date: --p-Tt~=t;;:JL.....!-/t:.!....,h,_._t-'-4-_ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-170 of 185
OW-428U Solid Slug Falling Head Test 11-6-13 14 , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 13 ----*---------------------- --------------------------- --------------------------- ---------------
- g
~
1! -il12 ------------------------
~~
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11 ------------------------ --------------------------- --------------------------- -----------------
~ ~ ~
b 10 r--~~~~~==:::::::::::::::::7r~~~-::::::::::::::::::::::::::::::::::::::::::::::::::~------ ~ "' '~------------------------*--------
=
9 -~-----*------*------------*-----*----*--------*-----*---*--------**--- .. -*--*-----------------"~----*--*-*- 8 ~--------,---------~---*-*------*-------*--~--*----------r-----------*,-----------,-------- ~-----*--~ . 20000 40000 60000 80000 100000 120000 140000 160000 180000 Elapsed Time (seconds) Note: Transducer depth= 52.03 ft below Top of Casing. Pre pared by/Date: _ _,IL=ti'-'-L--;--")/-'7__o,-~-/__ 1<1-'------ Checked by/Date: ---#A~1!.......L.~=It..L-/..L..t~.;_t-___ 7 Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-171 of 185
OW-428U Background Solid Slug Rising Head Test 11-8-13 9.74 , . - - - - - * - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - , . - - - - - - g
~
u 9.73 +-------- ---------- -----*---- ---------- ---------- ---------- ----**-
- l "Sl
~ 9.725 +------* ---*---- -------* -----*-- -------- ----:..._ _______
1-
!!i -
ll 9. 72 . -------*------------ -*------*----------- -----*-----------*-- ----*---*---*-***--- -------------------- -***-----------*---- -----------------*-- 9.705 +-**---****-******---*----------*-----*----------* ..-*-..-................- ....-....- .....................................- -...............--.....................................................
~-------.
9.7 +-----*--.---------,----------y------.------~--------- 0 100 200 300 400 500 600 700 Elapsed Time (seconds) Note: Transducer depth= 52,03 It below Top of Casing. Prepared by/Date: \( H L l6o ll!:) Checked by/Date: P--=rt,-=t'~f:..Lr4...!-.......____ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-172 of 185
OW-428U Solid Slug Rising Head Test 11-8-13 10 ------*--------- ------------*--- ---**----------- ------------ 9.5 g
~ 9 +1--------
- l
-g Es.5 **1*----**-**-*---*--**-*--***----*-*-*--*****-----**-*---*-----*****-********-*--**-*------*-*---*----*-**-**--*-**-----**-*--*--*--*--*--*-*--***-*-*-*--*-**-*-*----******-*--**----*--*-*-**-- r-j..: 8-
~
- !
- 7.5 foQJ 7
- X:
6.5 +-------------- 0 20000 40000 60000 80000 100000 120000 140000 160000 180000 200000 Elapsed Time (seconds) Note: Transducer depth= 52.03 It below Top of Casing. Prepared by/Date: Checked by/Date: Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-173 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-428L Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 11/18/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 428LBG 2013-11-19 08.10.58 (contains background data for falling head test)
- 428LF 2013-11-19 08.11.29 (contains test data for falling head test)
- 428LBGR 2013-11-19 08.11.43 (contains background data for rising head test)
- 428LR 2013-11-19 18.32.15 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing= 28.69 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-174 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _O_W_-4_2_8_L__ Date of Observation Well Installation: 10/11/13 Date of Well Development: 11/5/13 Observation Well Northing: 570767.9 US ft Easting: 2448696.6 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: B. Woods (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 10/30/2013 through 11/5/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _N_._S_m_ith_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_8_7_.2_1_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover Top of Concre te Elevation: 804.18 ~
*~ 4( Top of Casing Elevation: 807.06
~-- Ground Surface Elevation: 803.86 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 100.5 Elevation: 703.4 4( Filter Pack Top Filte r Pack ," Depth: 110.2 Elevation: 693.7 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 115.2 s creen Top Elevation: 688.7 Type of Well Screen: PVC 135.7 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 138.0 Screen Bottom Depth: 135.2 14-(f--------l*~ Bore Hole Diameter: _ 6" Screen Bottom Elevation: 668.7 I I
____c _ _ AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-175 of 185
OW-428l Background Solid Slug Falling Head Test 11-18-13 11.62 , . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - 11.61 ----*---*----..-*-*-..--*----***-**---- ..----*-*-----*-----*--*-*- -*--"*"--*---*--*--*----- -*--- ..-*--------*-*--*-*-..-*-*--*-*-----..-*-*-*-*--.........- ...--- g
~ 11.6 .. ""*--*----*------*-*-*-- ....--------*----------*-*- ----*----*---*--- ..*----*--............___,_,_____,__,__,._,__........_______,___,___,_ _ _.___,______,_
~
+---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - * -
/
~
~ 11.59
~
__:::~~~,--------- L ---:;.,-"'=="""'<;;~:;;;;;p>-"--------- ~ 11.ss f~-~~~~~=;;;;::::.11"""'""""'~--...~ ~ 0
-- ~--... ... - .....,_._
.i: 11.57 +-------------*----*----*--------------------------- QJ
- J:
11.56 . . . . . . . . .--*--*-*--*--""""""
+----..--.. . . .-.. . . _,__. ___,. . . . . . . . .-.. . . . -------*---*---**--.. . . . . . . . . . . . . .--..---*-..*---*--******"**********--""'""-"'"'""'""-"'""--"""'-*-*****-*--*-*"*"*--******--**--*-*-
11,55 +------.----- --,----*---.-- -----,-----.......- -..----r-----,----- -""""'1'--"---, 0 50 100 150 200 250 300 350 400 450 Elapsed Time (seconds} Note: Transducer depth = 40.27 ft below T'!£_ of Casihg. Prepared by/Date: KJ\ \. lj ro /Itt Checked by/Date: .0::--\.J 'lr~ / f t(.._ IY Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-176 of 185
OW-428L Solid Slug Falling Head Test 11-18-13 23 . - - - - - - - - - - 21 -t----------* g 0 5000 10000 15000 20000 25000 Elapsed Time (seconds) _ _N_ot_*e: Transducer depth= 40,27 ft below Top of Casing, Prepared by/Date: _ _,li"'(lr;,-\'---,----:l"(,_ol_:__t<i+---- Checked by/Date:>I{ J j/ 7rt it.__ I - - - Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-177 of 185
- OW-428l Background Solid Slug Rising Head Test 11-18-13 9.92 +-------,----- *--- -.-----,-----,,-----*-.-------,.-----.......----~
0 50 100 150 200 250 300 350 400 450 Elapsed Time (seconds) Note: Transdtlcer depth= 40.27 ft below Top of Casing. Prepared by/Date: IL\-\.L I/JT~/1~1 Checked by/Date: 08J /If /r 1/ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-178 of 185
OW-428L Solid Slug Rising Head Test 11-18-13 11 . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10.5 +--------- ---------- ----*----- -*-------- ---------- *--------- ---------- ---------- --------- g ~ 9~: =~--*--_-*-:~-.~---~---------------_--*_--_---_---____---*_*---_-._. --_*-_-_-.. ._. . ._. . .__ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~--=-"""'"-~~- .............................................................................................. $11 __...~ * ~ 9 ;--------------------------------~-~=~-------------------~----- ! 8,5 +--....................................................................."~~~c ................................................................................................................................................................................................................,....................................................................................________ l~ ~-
-~
7.5 +--------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- -------- I 10000 20000 30000 40000 Elapsed ~~:~~seconds) 60000 .70000 Note: Tran:::,:: depth= 40.2::0::owTop ofCa:~~gOOO J Prepared by/Date: 1t, ~'\\._ l/) J) /r Lf Checked by/Date: ~ 'ft, ft4 t / Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-179 of 185
CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468-13-1072 SLUG TEST DATA REPORT Observation Well OW-429U Test Method: ASTM D 4044-96 (2008), Sections 8 and 9 Test Type: Solid Test Dates: 11/19/2013; 11/20/2013 Well Construction Diagram Plots:
- Background water level for falling head test
- Falling head test
- Background water level for rising head test
- Rising head test Copies of transducer electronic files in Excel (.xlsx) and native (.wsl) format as listed below are provided under separate cover as supporting information for this data report. The Excel files also contain the plots listed above that AMEC created from the recorded data.
- 429UBGF 2013~11~19 08.37.46 (contains background data for falling head test)
- 429UF 2013~11-19 08.38.25 (contains test data for falling head test)
- 4.29UBGR 2013-11-19 08.38.38 (contains background data for rising head test)
- 429UR 2013-11-20 08.40.53 (contains test data for rising head test)
Notes:
- 1. Water level trend prior to testing is represented by the initial five minutes (minimum) of transducer recording in the "background file prior to initiating a test.
- 2. Static water level (below top of casing) prior to testing =37.15 ft.
- 3. The depth to static water level below top of casing prior to initial testing and the height of water above the transducer at the initial reading are added to provide the depth of the transducer below the top of the well casing reference point.
- 4. Water level changes during tests are represented by changes in the height of water above the transducer.
Prepared by/Date:_ ~b\ L_ 1/}1> /!LJ Checked by/Date:.%%!J.f-Ciinch River Data R~ CRP-1112.16 Page E.4-180 of 185
Observation Well Data Sheet Prepared by/Date: MBL 4/29/14 Checked by/Date: WBD 4/29/14 Project Name: _ _ _Cc_L_I_N__c_C_H_R_IV_E_R_S_M_R_PR_O~JE_Cc_T----'--(A_M_E_C~64_6c_8_-_13'-----10_7_2_L_)_ __ County: ROANE, TN Observation Weiii.D.: _ _ O_W_-_4_2_9__c_U__ Date of Observation Well Installation: 10/11/13 Date of Well Development: 11/10/13 Observation Well Northing: 569989.1 US ft Easting: 2448606.2 US ft Observation Well Driller Observation Well Location: Clinch River SMR Site Name: G. Akins (M&W) NOTES: License No.: TN #658 Observation well installed in accordance with ASTM D 5092-04(201 O)e1. Northing and Easting =Tennessee State Plane Coordinates, NAD83, US Survey Feet. Elevations = North American Vertical Datum of 1988 (NAVD88), Feet. Depths/elevations referenced to surveyed ground surface. Static water elevation referenced to mark on top of well casing. Observation well drilled using air rotary techniques. Steel centralizers installed above well screen and at approximately 50-ft intervals to ground surface. PVC well screen machine-slotted by manufacturer. Well development activities conducted between 11/8/2013 through 11/10/2013. Seep holes drilled into protective steel stick up cover upon completion of well installation. AMEC Inspector Supervising Well Installation: _K_._L_Io~d_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Static Water Level Elevation (NAVD88) collected December 9, 2013: _7_6_6_.8_9_ _ _ _ _ _ _ _ _ _ _ __ Type of Locking Device: Masterlock-Key A953 Type of Casing Protection: _ _ _S_t_e_e_lS_t_ic_k_U~p_ __ Concrete Surface Pad Dimensions: 2'x2'x0.5' DIAGRAM NOT TO SCALE Prote ctive Steel Cover
*~ 4( Top of Casing Elevation: 799.17 Top of Concre te Elevation: 796.41 ~
~-- Ground Surface Elevation: 796.21 Ground Surface ~ c--- c--- ~
\ v Casi ng Seal I Grout Sea ,""
Material: Cement-Bentonite Grout 4( Bottom of Grout Seal I Top of Bentonite Seal Bentonite Seal ,..... Depth: 27.8 Elevation: 768.4 4( Filter Pack Top Filte r Pack ," Depth: 31.8 Elevation: 764.4 Material: DSI NO. 2 Well Sand ....,
..... Well Casing Type: PVC Size (diameter): 2" Well Screen ,"" SCH 40 Schedule or Thickness:
s creen Top Depth: 36.8 s creen Top Elevation: 759.4 Type of Well Screen: PVC 57.3 s creen Opening Size: 0.020" J
...... ., Bottom Sump/Cap Depth:
...... Drilled Depth of Borehole: 60.0 Screen Bottom Depth: 56.8 14-(f--------l*~ 6-8" Bore Hole Diameter:----'------
Screen Bottom Elevation: 739.4 I I AMEC Environment & Infrastructure, Inc. Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-181 of 185
OW-429U Background Solid Slug Falling Head Test 11-18-13 10.64 ..,.---- *--------------------- f!
- l
~ 10.63 ~
~
..c 10.625 <l: j 0 10.62 10.615 -j---- 10.61 --~----,------r--*--*--- --r---- *---*, -, II 0 50 100 150 200 250 300 3~0 1 Elapsed Time (seconds) Note: Transduce: dept~= 47.78 ft below Top of Casing~ Prepared by/Date: ___;,.;:;.,;.,;__-:-L~f-Jr'----- Checked by/Date: -,t.'-=-""""-----L.....:...:.....!--1--'-*---- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-182 of 185
OW-429U Solid Slug Falling Head Test 11-18-13 g 18 r---------------------------------------------------- -------------------------------------------
~
" 16 ~ ~ *-*~-******-*-** .... --*'---*-***~"**--***--*****-*-*--*--- ..*-**....** -****~*-***-*--*--*****-**"*******"--****-****---*-*--*-**--**--*---*-**--*******-*********-*-*****----*---*-**-*-*-*-*--***-*"*-*--*****---*---*-***-*-**--****-**-***-*---**-"-******--**********-** ....*---... ~
~
~ 14+------------------------------------------------ ---------------------------------------------- ~ ~0 12 +-------------------------------------------------- ------------------------------------------- 1: "' 10 +----------------------------------------*---------- ------------------------------------------ 10000 20000 30000 40000 50000 60000 70000 80000 90000 Elapsed Time (seconds} Note: Transducer depth= 47.78 ft below Top of Casing. Prepared by/Date: _____;_ll7l\.-::L...---:l,!-/...,.-1D 7
/1'--'-li-;------
Checked by/Date: ~Jt),._----'tJ=-r_c;;_,_,1-Jft_l'--_ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-183 of 185
OW-429U Background Solid Slug Rising Head Test 11-19-13 10.62 , . . - - - - - - - - - - - - - - 10.615 +-------- g 10.61 QJ
~ 10.605 - + - - * - - - - - - - - - - - - - - - - - - - - - - - *- - - - - - - - - - - - - - - - -
] ~ 10.6 + - - - - - - - - ----*
~
~ 10.595 1il QJ 10.59 +-----=-:::=______________________________________ ~-..:-~-c.__ ___________ ~ ~ 10.585 ff
- J: 1.0.58 +-------------------
10.575 10.57 0 50 100 150 200 Elapsed Time (seconds)
-25.--0-----~;-------;;-------~, I Note: Transduce~ depth= 47.78 ft below Top of Ca~_j Prepared by/Date: -..,-\(_.~-"'_t-----;(,...;..(_tu-+}_ll'-1_ __
1 Checked by/Date: ----Tptv'-f---C'=--'bc....:..r_t..L/...._;4_._ __ Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-184 of 185
OW-429U Solid Slug Rising Head Test 11-19-13 10.5 . * - - - - - - * - - - - - - - -
- g
~
fl 10 +---- 1l" c 9.5 ***-------*------------*-----*- ..----*-----------*--*-*----*--------*-----------------*---------------
~ ~ ~~ ~ ~ 8.5 - ..- ........................____.__.._____._........................................._____,_______,_,_ _ _ _ _ _ .........-*---*.. -*--**-.--... - .._____..__...._....___.,.. ___.___ .._____ _ '0 ~Ql 8 -------------------*-------
- t:
7.5 w ******-~*--~--,_.__..-...._.___ _ _ _ ,_~W-*-w*--------*--*----*---*-----**---*--~--------*---*--*---*-'---- 7 ---"-r--*---....--'---------.--- -,-----"'-----r------.,---------, 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 Elapsed Time (seconds) I __j
Note: Transducer depth= 47.78 It below Top of Casing.
Prep a red by/Date: -=->-'------'J----'-------'-,.------- Checked by/Date: -----7,~;;t:::..-......L....:.'--,t-..:...---- Clinch River Data Report Rev. 4 CRP-1112.16 Page E.4-185 of 185}}