275
Umetco Minerals Corporation u ROUTE 6, BOX 943 HOT SPRINGS, ARKANSAS 71901 Mr. Tim Kreese Arkansas Department of Pollution Control and Ecology P. 0. Box 8913 Little Rock, AR 72219-8913 Dear Mr. Kreese: May 14, 1992 RECD MAY 18 1992 RE: Evaluation of Aquifer Testing of Selected Recovery Wells, Umetco Minerals Corporation, Hot Springs, Arkansas Umetco Minerals Corporation (Umetco} conducted pumping tests on selected recovery wells at Hot Springs to determine aquifer characteristics and potential recovery well yields. Attached is a copy of Aquifer Evaluation of Recovery Wells, Fluvial Sediments and Stanley Shale, Hot Springs, Arkansas that was prepared for Umetco by Peel Environmental Services. Also enclosed is a copy of the raw data that was used to evaluate the wells. This data was offloaded from the Hermit 2000 SE Logger that was used to record water level fluctuations. Umetco plans to utilize the aquifer characteristics from the attached evaluation and the slug testing results that were submitted on February 14, 1992, for the recovery system design criteria. Umetco plans to start the design phase of the pumping and collection system in the next few weeks. I will contact you next week to determine if there is a need to discuss the aquifer characteristics that have been submitted to the Department. If you have questions please contact me in Hot Springs, Arkansas at (501) 262-1270. cdr Attachment cc: J. F. Frost w/o attachment C. 0. Sealy w/o attachment R. R. Evans Site Superintendent

RECD MAY - Arkansas Department of Environmental … from curve le/rw calculation for ln{re/rw) ... 0.0416 24.996 21.251 -0.263 -0.069 ... screen zone is greater than the saturated

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Umetco Minerals Corporation u ROUTE 6, BOX 943 • HOT SPRINGS, ARKANSAS 71901

Mr. Tim Kreese Arkansas Department of Pollution

Control and Ecology P. 0. Box 8913 Little Rock, AR 72219-8913

Dear Mr. Kreese:

May 14, 1992

RECD MAY 18 1992

RE: Evaluation of Aquifer Testing of Selected Recovery Wells, Umetco Minerals Corporation, Hot Springs, Arkansas

Umetco Minerals Corporation (Umetco} conducted pumping tests on selected recovery wells at Hot Springs to determine aquifer characteristics and potential recovery well yields. Attached is a copy of Aquifer Evaluation of Recovery Wells, Fluvial Sediments and Stanley Shale, Hot Springs, Arkansas that was prepared for Umetco by Peel Environmental Services. Also enclosed is a copy of the raw data that was used to evaluate the wells. This data was offloaded from the Hermit 2000 SE Logger that was used to record water level fluctuations.

Umetco plans to utilize the aquifer characteristics from the attached evaluation and the slug testing results that were submitted on February 14, 1992, for the recovery system design criteria. Umetco plans to start the design phase of the pumping and collection system in the next few weeks.

I will contact you next week to determine if there is a need to discuss the aquifer characteristics that have been submitted to the Department.

If you have questions please contact me in Hot Springs, Arkansas at (501) 262-1270.

cdr

Attachment

cc: J. F. Frost w/o attachment C. 0. Sealy w/o attachment

R. R. Evans Site Superintendent

i,

!

'l Jj

.,

' ·'

I F<Ji<MULA ...................

.:::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 33 Le 5 rw 0.354 rc 0.167 yo 0.3 yt 0.1 t 239 c 1.4

LN(Re/rw) 2.9267 2.9267

k 3.75E-05 - ---·· ------ -- - ·--------------·

SLUG 3.11NST

I UMETCO MINERALS CORPORATION I HOT SPRINGS, ARKANSAS

L ALLUVIAL- FLUVIAL --~UG TES! CALCULATION

~UWER & RICE CALCULATION METHOD j

::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC L_ ----- --- --~----

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw= RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN{Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

I I WELL I U0-87-3.1 I ] !EST NO 90A INSER~

Page 1

·-·'·

MUI"jl I UMII"'U YY t::L.L. II"'Q I Al...l...A I IUN Mt::~MLJ ~·--~'----~------------------------~--~----~--------------------------------

Elev. Depth Description usc Graphic Well Completion Detail (feet) (feet) USGS Lo9

. - • 1-- Concrete r-- Lock1.ng · ~ - '-/ell I Well t

_: ..:. Cap 1-.-

- Apro/n~~- ' ~ - __ F ~oF~~ - f--

1 --~~L:]U~~~~~~~~==~~~~~~-------~~~' ~ . .av c:: v -c::.::r cv lihl ;.., ..-

::. Clay, silty, sandy, gravell , ~ '- f- \ _

_:::: red gravel granule to 0.5" ~~ \ 1-:__

- diameter GM- ~~

411. 8(

401. 8( 10 = GC t/;: I/ t: -+-------------------------+----~~~~~ t: :clay, sandy to sand, clayey SM- ~/ .-- sand fine to medium, minor SC [% 1-

~ amounts of gravel , tan ~11 -L r __ P_V_,C.-~R \/~i_s_e_r __ +--+--+--f--..:~.c:~."UJ~~u.l ~.~.~· ~.J.LmtU--a.,..l \ln'-d--~ -~------------------------~---*~~~~_)J~ 1 Bentonite

1 17/ 1 1\. Grout ~

392.8( 18

386.81

381.8

376.8

362.8 361.8

Gravel, silty, sandy, claye , V'/ I 11 r-tan gravel 0.25" to 0.5'' GM- t:% ~

25 ~average diameter IGC v;: Ill ~

: ~;~ silty, sandy, gravell , V;: ,, t 30 --+------------1----fl-WJUI../'-4. ~ --1 4 ~ f=-

:No cuttings, likely same !'(\ t: - as 35

1

-49 1

~ IJ ~ 35 - -.J ~

- :) 0 0 ~ - Sand, medium to coarse, SW

0 °

0 °

0 o I-

~Sand Pack '-: gravelly 0 ° 0 ° 0 ° ~

-Gravel 0.25" to 0.5" averag 0 0 0 Seal 1-

- ::lo0

o0

o ~ &.~ 11 tJ,D ~ - diameter 0 0 0 :;; r ~ - 000 t--- 0 0 o 0 0 0 f- r., - = ,,- ;JII. . i • - r-)., -

0o

0o

0o 5 Fbot PVC I:;:::; 1/~~ t'1 ~.~ f- •

49 ::. :O:o:O Scr~en---+-~§::;:j 1\ F~lter Pack ~t;M 50 ~£ci!a[~[·-~~~D~~:I~T~~:~z,!·r~~n[:::::::~~~mm~'l~----t~ ______ _j_j~~L-~1J_jr~--------J~~

: /d~~ · f2eM~~ ~~: f?EJ.f Lw: ~.a 1 S _:::: 7.ac., T ,ed; fj~ Le = 5' t--- r'?A A CJ /' Jl 151 (d) 13Tt./ t:

7V 7 /1 -- 0. "354 I ,- ~I ~ ;._ I tv f-- fd "'-. '1! 0, () .3 0 6 .30 o~Bo I 17 r-:atJ v • .:J r., - o .. ro , t: - D .20 b•ZD c... ~

-= ~ -t 0 , I 0 0 I I 0 l :~ -· c :;:. /. Lj.t E-:_ L ~.3 a 1]8- &'~· /CO. % = /'f:/(,:~, t t:: c, u . ::;. r-

B&F ENGINEERING, INC. Monitoring Well Record uo-87-3.1

Job Name/Number Umetco 7-2439-0101 Coordinates N27342.20 E77492.66

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

In stall ation Date __.1ul.::-..=.2.:::;-8>~...7'--------­Drilling Method Hollow Stem Auger Drilled By Disc logged By _WD.:;.::;.:H=----

Page 1 of

10.000

1. 0 00

y

I N

r 0. 1 0 ~ E E T

0.010

0.001

TEST90A SLUG TEST DATA (WELL 3.1 INSTALLED) Y VALUE PLOTTED IS -1.0•RECOROEO VALUE

""' t;);' D·--'

~ ······· ~ . .

I-- . . j -

f::.'2'3Gf ~_;-o.IO

-

. '

0 100 200 300

TILlE IN SECONDS

. . .

400 500

TEST.90A

SE2000 Environmental Logger

11/13 00:11

Unit# UMETCO 1 Test 9

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode Toc roc roc roc I. D. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 i0.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/12 13:59:59

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- --------- ---------0.0000 24.996 21.251 0.006 0.009 0.0083 24.996 21 .251 -0.069 0.009 0.0166 24.996 21.251 -0.238 0.012 0.0250 24.996 21.251 -0.260 0.012 0.0333 24.996 21.251 -0.244 0.012 0.0416 24.996 21.251 -0.263 -0.069 0.0500 24:-996 ··21.251 -0.285 -0.271 0.0583 24.996 21 .251 -0.272 -0.493 0.0666 24.996 21.251 -0.276 -0.41 1 0.0750 24.996 21.251 -0.272 -0.499

" 0.0833 24.996 21.251 -0.272 -0.335 0.1000' 24.996 21.251 -0.272 -0.414 0.1166 24.996 21.251 -0.269 -0.420 0.1333 24.996 21.251 -0.269 -0.414 0.1500 24.996 21.251 -0.266 -0.411 0.1666 24.996 21.251 -0.266 -0.407 0.1833 24.996 21.251 -0.266 -0.401 0.2000 24.996 21.251 -0.263 -0.401 0.2166 24.996 21.251 -0.263 -0.398 0.2333 24.996 21.251 -0.263 -0.392

Page 1

TEST.90A

0.2500 24.996 21.251 -0.260 -0.389 0.2666 24.996 21.251 -0.260 -0.385 0.2833 24.996 21.251 -0.260 -0.382 0.3000 24.996 21.251 -0.260 -0.382 0.3166 24.996 21.251 -0.257 -0.379 0.3333 24.996 21.251 -0.257 -0.373 0.4166 24.996 21.251 -0.253 -0.360 0.5000 24.996 21.251 -0.250 -0.347 0.5833 24.996 21.251 -0.247 -0.332 0.6666 24.996 21.251 -0.244 -0.322 0.7500 24.996 21.251 -0.238 -0.306 0.8333 24.996 21.251 -0.234 -0.297 0.9166 24.996 21.251 -0.231 -0.284 1.0000 24.996 21.251 -o.225 -0.271 1.0833 24.996 21.251 -0.222 -0.262 1 .1666 24.996 21.251 -0.218 -0.253 1.2500 24.996 21.251 -0.215 -0.243 1 .3333 24.996 21.251 -0.212 -0.237 1.4166 24.996 21.251 -0209 -0.227 1.5000 24.996 21.251 -0.206 -0.221 1.5833 24.996 21.251 -0.203 -0.211 1.6666 24.996 21.251 -0.199 -0.205 1.7500 24.996 21.251 -0.193 -0.196 1 .8333 24.996 21.251 -0.190 -0.189 1.9166 24.996 21.251 -0.1 87 -0.180 2.0000 24.996 21.251 -0.184 -0.173 2.5000 24.996 21.251 -0.1 61 -0.1 39 3.0000 24.996 21.251 -o.1 52 -o.1 1 7 3.5000 24.996 21.251 -0.139 -0.098 4.0000 24.996 21.251 -0.126 -0.079 4.5000 24:-996 ··21.251 -0.120 -0.069 5.0000 24.996 21.251 -0.117 -0.069 5.5000 24.996 21.251 -0.107 -0.060 6.0000 24.996 21.251 -0.101 -0.056 6.5000 24.996 21.251 -0.098 -0.053 7.0000 24.996 21.251 -0.092 -0.047 7.5000 24.996 21.251 -0.088 -0.050 8.0000 24.996 21.251 -0.082 -0.047 8.5000 24.996 21.251 -0.072 -0.041 9.0000 24.996 21.251 -0.063 -0.031 9.5000 24.996 21.251 -0.057 -0.025 10.0000 24.996 21 .251 -0.050 -0.025 12.0000 24.996 21.251 -0.050 -0.031 14.0000 24.996 21.251 -0.041 -0.028

Page 2

TEST.90A

16.0000 24.996 21.251 -0.031 -0.025 18.0000 24.996 21.251 -0.025 -0.022 20.0000 24.996 21.251 -0.025 -0.018 22.0000 24.996 21.251 -0.025 -0.025 24.0000 24.996 21.251 -0.009 -0.006 26.0000 24.996 21.251 -0.015 -0.015 28.0000 24.996 21.251 -0.009 -0.012 30.0000 24.996 21.251 -o.006 -0.009

Page 3

FORMULA • ~ •••••• 0 ••••••• 0 •• ·················· .................. :-:-:-:-:-:-:-:-:-:-:-:-:-:·:·:·:·:·

SYMBOL VALUE Lw 33 Le 5 rw 0.354 rc 0.167 yo 0.3 yt 0.1 t 178 c 1.4

LN(Re/rw) 2.9267 2.9267

k 5.04E-05

SLUG 3.1 REM

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

-·---·-·--

I s~~w~~ RICE CALCULATION METHoifl

.................. ::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

,· I

/ I WELL I U0-87-3.1 I I TEST NO 91 A REMOVAL

Page 1

y

I N

10.00

1. 00

r o. 1 o E E T

0. 0 1

0.00

0

0

.......

o-

0

1

ltv tjo =-

~

-

TEST91A SLUG TEST DATA {WELL 3.1 REMOVED) Y VALUE PLOTTED IS RECORDED VALUE

n "'\ ~~I~

~ . . ~ . . .

r--.. . ;--r---

Jt. o. (0

~-;, 176

.

0 50 1 0 0 1 50 200 250 300

TIME IN SECONDS

I

l

. . .

350 400

TEST.91 A

SE2000 Environmental Logger

11/13 00:02

Unit# UMETCO 1 Test 9

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 11/1214:30:18

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- --------- ---------0.0000 24.996 21.251 -0.019 -0.006 0.0083 . 24.996 21.251 0.165 -0.009 0.0166 24.996 21.251 0.288 0.284 0.0250 24.996 21.251 0.291 0.018 0.0333 24.996 21.251 0.291 0.246 0.0416 24.996 21.251 0.291 0.442 0.0500 24.996 ~1.251 0.285 0.452 0.0583 24.996 21.251 0.291 0.449 0.0666 24.996 21.251 0.285 0.442 0.0750 24.996 21.251 0.288 0.442 0.0833 24.996 21.251 0.282 0.436 0.1000 ·. 24.996 21.251 0.285 0.433 0.1166 . 24.996 21.251 0.282 0.426 0.1333 24.996 21.251 0.279 0.423 0.1500 24.996 21.251 0.279 0.420 0.1666 24.996 21.251 0.276 0.417 0.1833 24.996 21.251 0.276 0.411 0.2000 24.996 21.251 0.272 0.407 0.2166 24.996 21.251 0.272 0.404 0.2333 24.996 21.251 0.269 0.398

Page 1

TEST.91 A

0.2500 24.996 21.251 0.269 0.395 0.2666 24.996 21.251 0.269 0.392 0.2833 24.996 21.251 0.266 0.389 0.3000 24.996 21.251 0.263 0.385 0.3166 24.996 21.251 0.263 0.373 0.3333 24.996 21.251 0.263 0.373 0.4166 24.996 21.251 0.257 0.360 0.5000 24.996 21.251 0.250 0.341 0.5833 24.996 21.251 0.247 0.328 0.6666 24.996 21 .251 0.241 0.316 0.7500 24.996 21 .251 0.238 0.303 0.8333 24.996 21.251 0.234 0.290 0.9166 24.996 21.251 0.228 0.278 1.0000 24.996 21 .251 0.222 0.265 1.0833 24.996 21.251 0.212 0.253 1.1666 24.996 21.251 0.206 0.240 1.2500 24.996 21.25i 0.203 0.230 1 .3333 24.996 21.251 0.196 0.218 1 .4166 24.996 21.251 0.190 0.208 1.5000 24.996 21.251 0.187 0.199 1.5833 24.996 21.251 0.184 0.189 1.6666 24.996 21 .251 0.180 0.183 1.7500 24.996 21.251 0.180 0.180 1.8333 24.996 21.251 0.177 0.173 1 .91 66 24.996 21 .251 0.174 0.164 2.0000 24.996 21.25,1 0.168 0.158 2.5000 24.996 21.251 0.149 0.123 3.0000 24.996 21.251 0.149 0.110 3.5000 24.996 21.251 0.142 0.098 4.0000 24.996 21.251 0.133 0.085 4.5000 24.996 21.251 0.1 17 0.069 5.0000 24.996 21 .251 0.107 0.056 5.5000 24.996 21.251 0.088 0.044 6.0000 24.996 21.251 0.079 0.031 6.5000 24.996 21.251 0.076 0.028 7.0000 : 24.996 21.251 0.076 0.031 7.5000 24.996 21.251 0.069 0.031 8.0000 24.996 21.251 0.066 0.028 8.5000 24.996 21.251 0.060 0.028 9.0000 24.996 21.251 0.057 0.022 9.5000 24.996 21.251 0.053 0.022 10.0000 24.996 21.251 0.050 0.022 12.0000 24.996 21 .251 0.044 0.022 14.0000 24.996 21.251 0.031 0.015

Page 2

TEST.91 A

16.0000 24.996 21.251 0.025 0.012 18.0000 24.996 21.251 0.019 0.012 20.0000 24.996 21.251 0.015 0.009 22.0000 24.996 21.251 -0.003 -0.006 24.0000 24.996 21.251 -0.003 -0.009 26.0000 24.996 21.251 -0.019 -0.022

Page 3

'1

;j d J .,

FORMULA

SYMBOL

Lw Le rw rc yo yt t c

LN(Re/rw)

k L___

.................... ................... -:=::::::::::::::::::::::::::::::::::

VALUE

33 5

0.354 0.167

0.3 0.2 80 1.4

2.9267 2.9267

4.14E-05

SLUG 3.1 INST 2

[

UMETCOMINE.RALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION --

O_§ywER& RICE CALCULATION METHc?!fl

::::::::::::::::::::::::::::::::::::: UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION ____ L_________ ____ ·-~-

I

J T~~[~o~ J u~:~~~.i l--INSE~T-J

Page 1

OH 0 9 I 0 9 1

-

-.

',,

-

-, '

SON0:>3S N I 3ri 11

OH 0 l L 00 L 08 09 ov

I

I

~' 8 =7

o-c·o

~ t/tn . . . :----. ..

-

3n1VA 030~003~•0' L- Sl 03ll01d 3n1VA A (G311V15NI L '£113M) Vl'v'O 1531 ~nl5 09151

Ol 0

.

\,·0 ,,o~ /'

I 0 0' 0

0 L 0' 0

1 3 3

0 0 L '0 .l

-

0 0 0' I

000'01

N I

Setups:

Type Mode I. D.

Reference SG

SE2000 Environmental Logger

11/14 09:25

Unit# UMETCO 1 Test 6

TST.60

INPUT 1 INPUT 2 INPUT 3 INPUT 4

Level (F) Level (F) Level (F) Level (F) TOC TOC TOC TOC ~/94 ~/76 3.1/942 3.2/880 3.\ c 3.2c

0.000 0.000 0.000 0.000 1.000 1.000 1.000 1.000

Linearity 0.022 0.001 0.008 0.002 Scale factor 9.976 10.018 10.047 10.023 Offset -0.005 -0.014 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/13 07:58:24

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

------------ --------- --------- --------- ---------0.0000 0.000 0.003 -0.060 0.000 0.0083 0.000 o.ooo· -0.281 0.003 0.0166 -0.415 -0.166 -0.256 -0.094 0.0250 -0.667 -0.607 -0.195 -0.532 0.0333 -0.981 -0.651 -0.290 -0.387 0.0416 -0.830 -0.790 -0.284 -0.343 0.0500 -0.701 -'0.802 -0.284 -0.469 0.0583 -0.862 -0.569 -0.284 -0.444 0.0666 -0.849 -0.802 -0.278 -0.422 0.0750 -0.824 -0.500 -0.284 -0.434 0.0~3 -0.811 -0.595 -0.281 -0.434 0.1000 ·, .. -0.783 -0.569 -0.281 -0.428 0.1166 -0.771 -0.544 -0.278 -0.422 0.1333 -0.739 -0.522 -0.278 -0.422 0.1500 -0.689 -0.506 -0.275 -0.418 0.1666 -0.71 7 -0.487 -0.275 -0.412 0.1833 -0.692 -0.472 -0.275 -0.409 0.2000 -0.682 -0.456 -0.275 -0.403 0.2166 -0.664 -0.443 -0.271 -0.400 0.2333 -0.648 -0.431 -0.268 -0.400

Page 1

5~ T~ ~~ 3 .. 1 c 3 '2 c. 3 .·1 3 .:

Daf:a, ~- 3. J c 3. -zc met p~-~ ~ ~l-l'+-91

TST.60

0.2500 -0.635 -0.41 8 -0.271 -0.393 0.2666 -0.623 -0.406 -0.268 -0.390 0.2833 -0.61 0 -0.396 -0.268 -0.387 0.3000 -0.597 -0.387 -0.265 -0.384 0.3166 -0.585 -0.377 -0.265 -0.381 0.3333 -0.575 -0.368 -0.265 -0.378 0.4166 -0.525 -0.330 -0.262 -0.362 0.5000 -0.484 -0.295 -0.256 -0.349 0.5833 -0.446 -0.270 -0.249 -0.337 0.6666 -0.415 -0.245 -0.246 -0.324 0.7500 -0.387 -0.223 -0.243 -0.315 0.8333 -0.358 -0.207 -0.237 -0.308 0.9166 -0.336 -0.188 -0.233 -0.299 1.0000 -0.317 -0.176 -0230 -0.289 1.0833 -0.298 -0.163 -0.227 -0.283 1.1666 -0.280 -0.151 -0.224 -0.277 1.2500 -0.264 -0.141 -0.224 -0.267 1.3333 -0.248 -0.132 -0.221 -0.258 1.4166 -0.236 -0.122 -0.214 -0.252 1.5000 -0.223 -0.113 -0.214 -0.245 1.5833 -0.210 -0.107 -0.208 -0.239 1.6666 -0.201 -0.100 -0.205 -0.233 1.7500 -0.188 -0.094 -0.202 -0.226 1.8333 -0.179 -0.088 -0.199 -0.223 1.9166 . -0.173 -0.081 -0.195 -0.217 2.0000 -0.163 -0.078' -0.195 -0.211 2.5000 -0.122 -0.053 -0.180 -0.182 3.0000 -0.097 -0.040 -0.167 -0.163 3.5000 -0.075 -0.028 -0.154 -0.138 4.0000 -0.062 -9.022 -0.142 -0.126 4.5000 -0.050 -'0.015 -0.132 -0.110 5.0000 -0.040 -0.009 -0.123 -0.097 5.5000 -0.034 -0.006 -0.116 -0.085 6.0000 -0.031 -0.003 -0.107 -0.081 6.5000 -0.028 -0.003 -0.101 -0.069 7.0000 ·. -0.025 -0.003 -0.094 -0.063 7.5000 -0.022 -0.003 -0.088 -0.059 8.0000 -0.018 0.000 -0.085 -0.050 8.5000 -0.015 0.000 -0.079 -0.050 9.0000 -0.015 0.000 -0.075 -0.050 9.5000 -0.012 0.003 -0.069 -0.040 10.0000 -0.012 0.003 -0.066 -0.037 12.0000 -0.006 0.003 -0.053 -0.031 14.0000 -0.006 0.003 -0.041 -0.025

Page 2

TST.60

16.0000 -0.006 0.000 -0.037 -0.022 18.0000 -0.006 0.000 -0.031 -0.022 20.0000 -0.006 0.000 -0.028 -0.018 22.0000 -0.003 0.000 -0.022 -0.015 24.0000 -0.003 -0.003 -0.018 -0.015 26.0000 -0.006 -0.003 -0.022 -0.015 28.0000 -0.003 0.000 -0.015 -0.015 30.0000 -0.006 -0.003 -0.015 -0.015 32.0000 -0.006 0.000 -0.015 -0.015 34.0000 -0.003 0.000 -0.012 -0.015 36.0000 -0.006 0.000 -0.015 -0.018 38.0000 -0.003 0.003 -0.009 -0.015

---- - ------

Page 3

FORMULA ................... .................. ::::::::::::::::::::::::::::::::::::

SYMBOL VALUE Lw 33 Le 5 rw 0.354 rc 0.167 yo 0.3 yt 0.2 t 100 c 1.4

LN(Re/rw) 2.9267 2.9267

k 3.31 E-05 -- --

SLUG 3.1 REM 2

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION ----

~UwER&RICE CALCULATION METHOU

.................. ................... . ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC '-----~---~

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/

I WELL I U0-87-3.1 l JEST 1'!0 - - T_?T~1 -- -- ~~MQ_VA~ I

Page 1

1 0. 0 0 0

1.000

~~0 f),')

y

I ' N

f 0. 1 0 0 E E T

0 . 0 1 0 I

0. 0 0 1

0 20

:.:~··~~':' .. ,.."': ... r~~ •. r .... ri:.: '~~;.._: .• ·,' _·,:· . ~ ..... .::'.'"':'"':•·.·

TST61 SLUG TEST DATA (WELL 3.1 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

' -

/' ~t;. o. ~0

t:: /Dt su..·

-

40 60 80 1 0 0 1 2 0 1 4 0

TIME IN SECONDS

.• "ft'-::-~·. ' .- .. ~ ~·--

,, '

-

-

1 6 0 1 8 0 200

:.. < •• ....: ... ~--!-'··-··-~. ----~--··- . .·. ·- . ... :. --

Setups:

SE2000 Environmental Logger

11/14 09:22

Unit# UMETCO 1 Test 6

TST.61

INPUT 1 INPUT 2 INPUT 3 INPUT 4

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC I. D. :£0.2=A/94 20.28/76 3.1/942 3.2/880

""3,~c. 3.lc.. Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.022 0.001 0.008 0.002 Scale factor 9.976 10.018 10.047 10.023 Offset -0.005 -0.014 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 11/13 08:37:57

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 o~ozso

0.0~3

0.472 0.865 -0.006 0.122 1.003 0.091' -0.006 0.022 0.859 0.450 0.433 0.138 0.871 0.680 0.164 0.444 0.868 0.768 0.287 0.437 0.~43 0.727 0.290 0.437 0.840 '.0.71 1 0.284 0.437 0.824 0. 705 0.284 0.434 0.802 0.686 0.284 0.425 0. 796 0.673 0.271 0.434 0.774 0.664 0.281 0.422

0.1000. 0. 770 0.639 0.278 0.422 0.1166 0.742 0.617 0.275 0.415 0.1333 0.723 0.598 0.271 0.415 0.1500 0.704 0.579 0.271 0.396 0.1666 0.692 0.560 0.265 0.400 0.1833 0.676 0.544 0.268 0.396 0.2000 0.660 0.525 0.268 0.396 0.2166 0.645 0.513 0.265 0.390 0.2333 0.635 0.497 0.262 0.387

Page 1

TST.61

0.2500 . 0.623 0.481 0.265 0.384 0.2666 0.607 0.469 0.265 0.381 0.2833 0.597 0.456 0.262 0.378 0.3000 0.585 0.443 0.256 0.371 0.3166 0.575 0.431 0.259 0.368 0.3333 0.563 0.421 0.259 0.365 0.4166 0.516 0.371 0.252 0.352 0.5000 0.475 0.330 0.249 0.330 0.5833 0.437 0.295 0.246 0.321 0.6666 0.405 0.267 0.237 0.31 1 0.7500 0.377 0.242 0.237 0.302 0.8333 0.352 0.220 0.230 0.292 0.9166 0.330 0.204 0.227 0.286 1.0000 0.308 0.188 0.224 0.277 1.0833 0.289 0.173 0.221 0.270 1.1666 0.273 0.163 0.218 0.261 1.2500 0.258 0.151 0.218 0.252 1 .3333 0.242 0.141 0.211 0.245 1.4166 0.229 0.132 0.208 0.239 1.5000 0.220 0.125 0.205 0.233 1.5833 0.204 0.116 0.202 0.229 1.6666 0.191 0.113 0.199 0.220 1. 7500 0.185 0.107 0.195 0.214 1.8333 0.176 0.100 0.189 0.207 1.9166 0.169 0.097 0.192 0.204 2.0000 0.160 0.091· 0.189 0.198 2.5000 0.1 16 0.066 0.167 0.166 3.0000 0.091 0.053 0.158 0.144 3.5000 0.075 0.044 0.145 0.126 4.0000 0.059 0.037 0.135 0.113 4.5000 0.047 ~0.028 0.123 0.094 5.0000 0.040 0.028 0.113 0.085 5.5000 0.034 0.025 0.107 0.072 6.0000 0.031 0.022 0.097 0.059

' 6.5000 0.028 0.022 0.091 0.056 7.0000' 0.022 0.022 0.082 0.047 7.5000 0.022 0.018 0.072 0.040 8.0000 0.018 0.018 0.075 0.034 8.5000 0.015 0.018 0.066 0.037 9.0000 0.015 0.018 0.066 0.034 9.5000 0.012 0.018 0.060 0.028 10.0000 0.012 0.018 0.056 0.028 12.0000 0.009 0.015 0.047 0.018 14.0000 0.009 0.012 0.034 0.015

Page 2

: ·- .. ' . -~ ·.

TST.61 I I

16.0000 0.006 0.012 0.028 0.009 18.0000 0.003 0.009 0.022 0.006 20.0000 I 0.006 0.012 0.015 0.006 22.0000 0.003 0.009 0.009 0.003 24.0000 0.003 0.009 0.009 0.003 26.0000 0.003 0.009 0.006 0.003 28.0000 0.003 0.009 0.006 0.003 30.0000 0.003 0.009 0.006 0.003 32.0000 0.003 :0.006 0.003 0.003 34.0000 0.003 0.006 0.003 0.003 36.0000 0.003 0.006 0.006 0.003 38.0000 0.003 0.003 0.003 0.000 40.0000 0.003 0.006 0.003 0.000

Page 3

.""' . '~

' ~7;

:j 1

<I r. :it il ..; ,:j 'l

j

.. f ~l !

:}

FORMULA ................... ·················· ·::::::::::::::::::::::::::::::::::::

SYMBOL VALUE

Lw 27 Le 21 rw 0.667 rc 0.421 yo 0 yt 0 t 1 c 0

LN(Re/rw) 3.3644 3.3644

NO s.., '

k #NUM!

SLUG 3.1 B INST

[

UMETCO MINER. ALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

----·-·--·

~~WE~ & RICE CALCULATION METHOD I

::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

"'fl.Al6H1 FT/SEC

-

uNe

Lw=HEJGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULA TJON

/ I WELL I UR-91-3.1 B I 1 TEST NO 80 INSERT

Page 1

MONITORING WELL INSTALLATION RECORD Elev. Depth

(Feet) (Feet) USC Graphic Description Well Completion Detail USGS Log

-411.76 --

----

WEll. CAP VEN'TED

PIN PAD WITH

-r---'--

-r-

410.31 1-------lSURVEY PIN ELEVATION

SURVEY~ (CONCRETE _ REBAR -

- r

409·99

O. 0 -I SILT: clayey, sandy, brown ~--S(.

IGM-

0. CEMENT & h\: ~ -

fl .Ji BENTONITE r:s I'."-.. WEll. RISER ~

4CJO

~70

?;6o

- CLAY: snty, sandy, gravelly, tan-red - ~ ~ 1>., '\. f..'\. 6" PVC -/_,' GROUT - SCH 40 1HD '--

~ BENTONITE ~ ~ PELLETS =:I·· ~ h , .. ··== -10.

~ :~': ~ ~ A I·~ 'l_ ~~--= ~

1

1 I·.·.~- .·_.r-B.H. ' =-20. r.-:/ DIAMETER N = u I ~ . 16" ~ =

ff'('

-I GRAVEL: (angular), sDty, -~y._J_<Jr~_ - CLAY: gravelly, sDty, red -

10 -----\1: GRAVEL: (angular), silty, clayey, tan

--20---

---- 1 ~ FILTER JACK -~ ···= .· :-_tSAN:::;:D::--. ~~:::-. -an-d:-gr-avel~{'ro-u-nd:-ed-;;-)------t-,CU/-~-fjf;_:uSI 0.55-o:6s AND 1 • == Vt£11. SCREEN l := - " " r'" AR0.8KH-1~.2i -== 6" STAINlESS I 1-30 - gravel = novaculite 3 -4 diameter 30 - -1 , ... , . - ! • • STEEL WITH O.Oi 2" ~ _ · • · ' ··.=: MACHINE SLOT I r--- ~ - =: PREPACKED ScREEN t-

-: I '. :: 'o ,o o ::i: ;~ ~'.· ~ - ,' ..J I·.·.== 1-- - ·· 6" X 5' 1-

40 _: 0o ,o

0o

0q ~~p5%o40 ~ 40

: -+:--..:..t- BOTIOM CAP ::: _ ~~o--.o-.0-o--o-~ .·. . 1-

------ -so----

~-~; 1$.ct -21_. ~

...: ill _ D .?o - d 0 --:' ' L4 L ~ 6 I ID

60- ftC -: -t ;;: 7/ ------

•I 0

B.O.H. = 43.6 FT. I

Lw =- 27 I

Le :::: ).[ I

() .. fob7

1--1-I-I-I­t--50 I-I-1--------60 ---

r:--;:_ \,__<-,..._

,.... --

~----~----~-------------------------r--~~----~----------------------~r70

B&F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Well Record UR-91-3.18 Job Name/Number 7-2439-0101 Coordinates N. 27288 E. 77459 Install at ion Date ..=.9_-_,_1-'-7_--=9....:..1 =----,-,-=::---­Drilling Method HOLLOW STEM AUGER Drilled By WINNEK Logged By ..:..:.WD=H:....:..__ __

ACAD NO. 163 Page 1 of 1

'- ~'----~ -,~---- -~ .. .]_.- ..

. -f I~ 6'~ rt~fO"'"j<-TEST80 SLUG TEST DATA (WELL 3.18 INSTALLED) ~

Y VALUE PLOTIEO IS -1.0•RECOROEO VALUE .

10.000

,;-./~::.1.1 0

I i 1.000

y ~-- ... I . . N . . . . f 0.10()-E E

. 1L ~ ·.s.~

. . . . . f: . T

. . . .

. 0. 010 - .

. ' .

0.001

0 50 100 150 200 250 300 350 400

TIME IN SECONDS

. '

. . . .. ,,, •. -. _._.~·-~· ...... ..ol.o.l·~..._._._,_.,_~-:..t.,._·-.:-:..l.,"--;..~-... ~ • ..:-..

Setups:

TEST.80

SE2000 Environmental Logger

11/13 00:22

Unit# UMETCO 1 Test 8

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC 1.0. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 0/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 1 0.01 8 1 0.092 1 0.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

StepO 11/1212:37:45

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

-0.006 -0.01.8 -0.01 2 -0.006 -0.003 -0.006 -0.006 -0.01 5 -0.01 2 -0.006 -0.006 -0.006 -0.003 -0.621 -0.012 -0.006 -0.006 -0.006 -0.003 -1 .1 54 -0.01 5 -0.006 -0.006 -0.009 -0.003 -0.854 -0.01 2 -0.006 -0.006 -0.006 -0~003 ~ -0.488 -0.01 5 -0.006 -0.006 -0.009 -o.003 -0.759 -0.012 -0.006 -0.006 -0.006 -0.003 -0.558 -0.015 -0.003 -o.006 -0.006 -0.003 -0.567 -0.015 -0.006 -0.006 -0.006 -0.003 -0.564 -0.01 2 -0.003 -0.006 -0.006 -o.003 -0.545 -0.01 5 -0.006 -0.006 -0.006 -0.003 -0.520 1. 736 -0.006 -0.006 -0.006 -0.003 -0.501 -0.403 0.003 -0.006 -0.006 -0.006 -0.482 -0.403 0.006 -0.006 -0.006 -0.003 -0.463 -0.403 0.006 -0.006 -0.006 -0.003 -0.447 -0.403 0.006 -0.006 -0.006 -0.003 -0.435 -0.403 0.006 -0.006 -0.009 0.000 -0.422 -0.403 0.006 -0.006 -0.006 0.000 -0.406 -0.403 0.006 -0.006 -0.006 -0.003 -0.394 -0.403 0.006 -0.006 -0.006

Page 1

TEST.80

0.2500 -0.003 -0.381 -0.403 0.006 -0.006 -0.006 0.2666 -0.003 -0.372 -0.403 0.006 -0.006 -0.006 0.2833 -0.003 -0.362 -0.403 0.006 -0.006 -0.006 0.3000 -0.003 -0.356 -0.403 0.006 -0.006 -0.006 0.3166 -0.003 -0.343 -0.403 0.009 -0.006 -0.006 0.3333 -0.003 -0.334 -0.403 0.006 -0.009 -0.006 0.4166 -0.003 -0.299 -0.403 0.009 -0.009 -0.006 0.5000 0.000 -0.268 -0.403 0.006 -0.006 -0.006 0.5833 -0.003 -0.242 -0.403 0.009 -0.006 -0.006 0.6666 -0.003 -0.220 -0.403 0.006 -0.006 -0.006 0.7500 -0.006 -0.201 -0.403 0.006 -0.006 -0.006 0.8333 -0.003 -0.186 -0.403 0.009 -0.006 -0.003 0.9166 -0.006 -0.170 -0.403 0.006 -0.003 -0.006 1.0000 -0.006 -0.157 -0.403 0.006 -0.003 -o.003 1.0833 -0.006 -0.145 -0.403 0.006 -0.006 -0.003 1.1666 -0.009 -0.135 -0.403 0.006 -0.006 0.000 1.2500 -0.006 -0.122 -0.403 0.006 -0.003 0.000 1.3333 -0.009 -0.11 3 -0.403 0.006 -0.003 -0.003 1.4166 -0.009 -0.104 -0.403 0.006 -0.003 0.000 1.5000 -0.009 -0.094 -0.403 0.006 -0.003 0.003 1.5833 -0.006 -0.088 -0.403 0.009 0.000 0.003 1.6666 -0.009 -0.081 -0.403 0.006 0.003 0.003 1.7500 -0.009 -0.078 -0.403 0.006 0.000 0.003 1 .8333 -0.009 :.o.O?S -0.403 0.006 0.000 0.003 1 .9166 -0.006 -0.072 -0.403 0.006 0.003 0.003 2.0000 -0.009 -0.066 -0.403 0.006 0.003 0.003 2.5000 -0.015 -0.040 -0.403 0.006 0.003 0.000 3.0000 -0.012 -0.034 -0.403 0.006 0.003 0.000 3.5000 -0.022 -0.037 -0.403 0.000 -0.003 -0.003 4.0000 -0~018 :-0.025 -0.403 0.003 -0.003 -0.003 4.5000 -0.009 -0.015 -0.378 0.009 0.003 0.006 5.0000 -0.022 -0.025 -0.356 0.000 0.000 0.000 5.5000 -0.028 -0.025 -0.321 -0.003 -0.009 -0.006 6.0000 -0.015 -0.009 -0.281 0.006 0.000 0.003 6.5000 -0.009 -0.003 -0.249 0.009 0.006 0.006 7.0000 -0.012 -0.006 -0.231 0.009 0.006 0.006 7.5000 -0.018 -0.015 -0.218 0.000 0.000 0.000 8.0000 -0.025 -0.018 -0.203 0.000 -0.009 -0.006 8.5000 -0.025 -0.025 -0.190 -0.003 -0.006 -0.006 9.0000 -0.022 -0.012 -0.162 -0.003 -0.006 0.000 9.5000 -0.01 5 -0.009 -0.149 0.003 0.003 0.003 10.0000 -0.015 -0.006 -0.131 0.006 0.000 0.006 12.0000 -0.025 -0.012 -0.099 -0.003 -0.012 -0.006 14.0000 -0.012 -0.009 -0.065 0.000 -0.003 0.003

Page 2

TEST.80

16.0000 -0.018 -0.015 -0.046 -0.006 -0.009 -0.006 18.0000 -0.015 -0.015 -0.037 -0.006 -0.009 -0.003 20.0000 -0.040 -0.040 -0.049 -0.018 -0.028 -0.022 22.0000 -0.012 -0.012 -0.01 5 -0.003 -0.003 0.000 24.0000 -0.006 -0.006 -0.003 -0.003 0.000 0.003 26.0000 -0.022 -0.022 -0.009 -0.015 -0.015 -0.01 2 28.0000 -0.025 -0.028 -0.018 -0.022 -0.022 -0.012 30.0000 : -o.028 -0.037 -0.028 -0.018 -0.025 -0.022 32.0000 -0.009 -0.022 -0.006 -0.009 -0.012 -0.009 34.0000 -0.012 -0.015 -0.003 -0.009 -0.009 -0.006 36.0000 -0.006 0.059 0.000 -0.006 0.000 0.000

Page 3

l

'J

'j ,,

' •I

'

.)

1 '4

FORMULA ·:::::::::::::::::::::::::::::::::::: .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· SYMBOL VALUE

Lw 27 Le 21 rw 0.667 rc 0.421 yo 0.7 yt 0.1 t 71 c 2.5

LN(Re/rw) 2.6551 2.6551

k 3.07E-04

SLUG 3.18 REM

[

UMETC:O MINERALS CORPORATION J HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION ----

[]9~JWER& RICE CALCULATION METHOD j

::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/

!WELL I UR-91-3.1 8 I l I TEST NO 81 REMOVAL .

Page 1

I

I :

i I.

I

y

I N

r E E T

10.000

1. 000

. . .

0. 100

0. 010

0.001

0

TEST81 SLUG TEST DATA (WELL 3.1 B REMOVED) Y VALUE PLOTIEO IS RECORDED VALUE

V\ ~ 0 ·' ~ ._)D . I •

\ t.-=- 71

\. . . .

\ ~;!LJt :=. 0.10

~ fl/ ""'-· er . /c

. (JA.( . ,...~ ton se. . . . .

-

. '

50 100 150

TIME IN SECONDS

200

Setups:

- - - . ,., . --·~--------.--.. -~ ·- -·------~--~---·-··- --.

TEST.81

SE2000 Environmental Logger

11/13 00:17

Unit# UMETCO 1 Test 8

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC 1.0. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 1 1/12 13:13:52

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833-0.1000 0.1 166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

-0.006 0.028 0. 793 -0.003 -0.003 0.000 -0.006 -0.072 -0.006 0.233 -0.006 0.406 -0.006 0.51 3 -0.006 ;0.696 -0.006 -0.006 -0.003 -0.006 -0.003

0.674 0.652 0.640 0.630 0.618

0.843 -0.006 -0.003 -0.003 0.930 -0.003 -0.003 0.000 0.902 -0.003 -0.003 -0.003 0.899 -0.003 0.000 0.000 0.908 -0.003 -0.003 0.000 0.899 -0.003 0.000 0.887 -0.003 -0.003 0.893 -0.003 -0.003 0.890 -0.003 -0.003 0.893 -0.003 -0.003

0.000 0.000 0.000 0.000 0.000

-0.003 0.599 0.887 -0.003 -0.003 0.000 -0.003 0.580 0.880 -0.003 -0.003 0.000 -0.003 0.564 0.877 -0.003 -0.003 0.000 -0.006 0.551 0.871 -0.003 0.000 -0.003 -0.003 0.536 0.868 -0.006 -0.003 0.000 -0.006 0.523 0.862 -0.003 -0.003 0.000 -0.006 0.507 0.862 -0.003 -0.003 0.000 -0.006 0.491 0.858 -0.003 -0.003 -0.003 -0.006 0.482 0.855 -0.003 -0.003 -0.003

Page 1

- .. ·; . . ' ' .. • ·'-"-" ·-·· ___ ._._. __ ......_.__-J __ .... .....,._ ... ~·.!.&!...·._ ... ____ . .....;..•~-· ·-

TEST.81

0.2500 -0.003 0.466 0.852 -0.003 0.000 -0.003 0.2666 -0.006 0.454 0.849 -0.003 -0.003 -0.003 0.2833 -0.006 0.441 0.846 -0.003 -0.003 0.000 0.3000 -0.006 0.431 0.843 -0.003 -0.003 0.000 0.3166 -0.006 0.422 0.840 -0.003 -0.003 -0.003 0.3333 -0.003 0.409 0.837 -0.003 -0.003 -0.003 0.4166 -0.003 0.362 0.824 -0.003 -0.003 0.000 0.5000 -0.009 0.321 0.812 -0.003 -0.003 -0.003 0.5833 -0.009 0.283 0.799 -0.006 -0.003 -0.006 0.6666 -0.009 0.252 0.783 -0.006 -0.006 -0.006 0.7~00 -0.009 0.223 0.771 -0.009 -0.009 -0.009 0.8333 -0.012 0.195 0.758 -0.009 -0.012 -0.009 0.9166 -0.012 0.173 0.743 -0.012 -0.012 -0.012 1.0000 -0.012 0.151 0.730 -0.009 -0.015 -0.015 1.0833 -0.012 0.135 0.721 -0.012 -0.015 -0.015 1.1666 -0.015 0.119 0.705 -0.012 -0.019 -0.015 1.2500 -0.015 0.100 0.693 -0.012 -0.022 -0.015 1 .3333 -0.015 0.088 0.680 -0.012 -0.022 -0.019 1.4166 -0.015 0.078 0.668 -0.012 -0.022 -0.022 1.5000 -0.012 0.069 0.659 -0.012 -0.025 -0.019 1.5833 -0.012 0.059 0.652 -0.009 -0.025 -0.015 1.6666 -0.009 0.056 0.643 -0.009 -0.022 -0.015 1.7500 -0.006 0.050 0.634 -0.006 -0.022 -0.015 1.8333 -0.003 0.044 0.624 -0.006 -0.022 -0.012 1.9166 -0.003 0.040 0.618 -0.003 -0.019 -0.012 2.0000 -0.003 0.034 0.609 -0.003 -0.019 -0.009 2.5000 -0.003 0.006 0.543 -0.009 -0.022 -0.012 3.0000 0.000 -0.003 0.499 -0.009 -0.022 -0.009 3.5000 0.003 -0.009 0.459 -0.006 -0.015 -0.006 4.0000 0.009 ;0.012 0.421 -0.003 -0.015 -0.006 4.5000 0.006 -0.009 0.393 -0.009 -0.015 -0.009 5.0000 0.006 -0.009 0.362 -0.006 -0.012 -0.003 5.5000 0.000 -0.015 0.327 -0.009 -0.015 -0.003 6.0000 0.003 -0.015 0.299 -0.009 -0.015 -0.009 6.5000 0.000 -0.022 0.271 -0.012 -0.022 -0.009 7.0000 0.000 -0.025 0.249 -0.012 -0.019 -0.009 7.5000 0.000 -0.018 0.234 -0.009 -0.015 -0.006 8.0000 0.006 -0.018 0.209 -0.009 -0.009 -0.003 8.5000 0.000 -0.025 0.184 -0.012 -0.015 -0.006 9.0000 0.000 -0.025 0.174 -0.012 -0.019 -0.009 9.5000 -0.003 -0.025 0.162 -0.012 -0.022 -0.012 10.0000 0.000 -0.025 0.153 -0.01 2 -0.015 -0.003 12.0000 -0.003 -0.028 0.106 -0.015 -0.012 -0.003 14.0000 0.006 -0.012 0.090 -0.003 -0.003 0.003

Page 2

~'·- ------·''"'"""~"'··· ... ·---~ ....... -... ."- -····- _,, ___ ~ ... - ~--· _,._, ____ . .:._.:..:-:.;......~-=-~~,:.-J-~..._............;_~-~:..-.

TEST.81

16.0000 0.000 -0.022 0.056 -0.012 25.294 22.542 18.0000 -0.006 -0.034 0.028 -0.015 25.294 22.542 20.0000 -0.012 -0.034 0.015 -0.018 25.294 22.542 22.0000 -0.028 -0.050 -0.012 -0.028 25.294 22.542 24.0000 -0.012 -0.028 -0.003 -0.012 25.294 22.542 26.0000 -0.015 -0.040 -0.012 -0.018 25.294 22.542 28.0000 -0.025 -0.040 -0.021 -0.022 25.294 22.542 30.0000 -0.022 -0.037 -0.018 -0.018 25.294 22.542 32.0000 -0.012 -0.028 -0.009 -0.015 25.294 22.542

'· .

Page 3

FORMULA :·:-:-:-:·:·:·:·:·:·:·:·:·:-:-:-:-:-: -:·:-:-:·:-:-:.:-:-:-:-:-:·:·:·:·:-:-SYMBOL VALUE

Lw 27 Le 21 rw 0.667 rc 0.421 yo 0 yt 0 t 1 c 0

LN(Re/rw) 3.3644 3.3644

NO S7 k #NUM!

SLUG 3.18 INST 2

[

UMETCO .. MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

---·-

[]Quw~~RICE CALCULATION METHCID]

·················· ··················· .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. ·················· SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS ··················· UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

rtAlG:tlt L

FT/SEC

/N6

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/ I WELL I UR-91-3.1 8 I l TEST NO 90 INSERT

Page 1

10.000

1. 0 0 0 • . . . . . .. , . .

y

I N

f 0. 1 Ot E E T

0.010 . -/

..

o.oot 0

TEST90 SLUG TEST DATA (WELL 3.18 INSTALLED) Y VALUE PLOTIED IS -1.0•RECOROEO VALUE

. . . . . . . . . . . . . . . .

50 100 150

TIME IN SECONDS

I l

.

2 Dl

Setups:

TEST.90

SE2000 Environmental Logger

11/1300:13

Unit# UMETCO 1 Test 9

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC 1.0. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 1.000 1.000 Linearity 0.022 -o.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 0 11/12 13:59:59

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666

' 0.07--50 0.0833 -, 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

0.000 0.006_ 0.006 -0.003 25.294 22.542 0.003 0.006 0.003 -0.003 25.294 22.542 0.003 -0.009 -0.131 -0.003 25.294 22.542 0.003 0.000 0.0:03 0.003 0.003

-0.561 -0.772 -0.655 -0.712 -0.286

-0.365 -0.365 -0.365 -0.365 -0.365

0.003 -0.91 7 -0.365 0.003 -0.491 -0.365 0.006 -0.567 -Q.365 0.006 -0.51 0 -0.365 0.006 -0.485 -0.365 0.003 -0.463 -0.365 0.006 -0.444 -0.365 0.003 -0.428 -0.365 0.006 -0.41 6 -0.365 0.003 -0.400 -0.365 0.003 -0.384 -0.365 0.003 -0.372 -0.365

0.012 25.294 22.542 0.012 25.294 22.542 0.012 25.294 22.542 0.009 25.294 22.542 0.003 25.294 22.542 0.012 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.012 25.294 22.542 0.012 25.294 22.542 0.012 25.294 22.542

Page 1

........

TEST.90

0.2500 0.003 -0.362 -0.365 0.012 25.294 22.542 0.2666 0.003 -0.349 -0.365 0.012 25.294 22.542 0.2833 0.003 -0.340 -0.365 0.012 25.294 22.542 0.3000 0.003 -0.331 -0.365 0.012 25.294 22.542 0.3166 0.003 -0.321 -0.365 0.012 25.294 22.542 0.3333 0.003 -0.312 -0.365 0.009 25.294 22.542 0.4166 0.000 -0.274 -0.365 0.009 25.294 22.542 0.5000 -0.003 -0.245 -0.365 0.009 25.294 22.542 0.5833 -0.006 -0.217 -0.365 0.006 25.294 22.542 0.6666 -0.009 -0.198 -0.365 0.006 25.294 22.542 0.7500 -0.009 -0.179 -0.365 0.006 25.294 22.542 0.8333 -0.009 -0.160 -0.365 0.006 25.294 22.542 0.9166 -0.012 -0.145 -0.365 0.003 25.294 22.542 1.0000 -0.009 -0.1 32 -0.365 0.006 25.294 22.542 1.0833 -0.009 -0.122 -0.365 0.006 25.294 22.542 1.1666 -O.Oi 2 -0.110 -0.365 0.006 25.294 22.542 1.2500 -0.012 -0.100 -0.365 0.006 25.294 22.542 1 .3333 -0.012 -0.094 -0.365 0.006 25.294 22.542 1.4166 -0.012 -0.088 -0.365 0.006 25.294 22.542 1.5000 -0.015 -0.081 -0.365 0.006 25.294 22.542 1.5833 -0.015 -0.075 -0.365 0.006 25.294 22.542 1.6666 -0.018 -0.066 -0.365 0.003 25.294 22.542 1.7500 -0.015 -0.063 -0.365 0.006 25.294 22.542 1.8333 -0.018 -0.056 -0.365 0.006 25.294 22.542 1 .9166 . -0.01 5 -0.050 -0.365 0.006 25.294 22.542 2.0000 -0.018 -0.044 -0.365 0.006 25.294 22.542 2.5000 -0.012 -0.025 -0.365 0.009 25.294 22.542 3.0000 -0.018 -0.018 -0.365 0.009 25.294 22.542 3.5000 -0.025 -0.012 -0.365 0.003 25.294 22.542 4.0000 -0.Q22 :...o.oo3 -0.365 0.006 25.294 22.542 4.5000 -0.022 0.003 -0.365 0.006 25.294 22.542 5.0000 -0.028 -0.003 -0.340 0.000 25.294 22.542 5.5000 -0.028 -0.003 -0.309 0.000 25.294 22.542 6.0000 -0.034 -0.003 -0.284 -0.003 25.294 22.542 6.5000 . -0.031 -0.003 -0.259 -0.003 25.294 22.542 7.0000 -0.028 -0.003 -0.237 0.000 25.294 22.542 7.5000 -0.031 -0.015 -0.228 -0.006 25.294 22.542 8.0000 -0.034 -0.012 -0.206 -0.009 25.294 22.542 8.5000 -0.031 -0.006 -0.184 -0.003 25.294 22.542 9.0000 -0.025 0.000 -0.165 0.000 25.294 22.542 9.5000 -0.018 0.003 -0.146 0.003 25.294 22.542 10.0000 -0.018 0.006 -0.1 31 0.003 25.294 22.542 12.0000 -0.022 0.000 -0.093 0.000 25.294 22.542 14.0000 -0.028 -0.006 -0.074 -0.009 25.294 22.542

Page 2

.. ' . ·-- .......... -.>.JO ... .a~----·--- .. --· .... ·. o < • .... ~ •.•• :...:... • ....... •· ~.O.LO. • ' • •

TEST.90

16.0000 -0.018 -0.003 -0.053 -0.006 25.294 22.542 18.0000 -0.025 -0.006 -0.040 -0.006 25.294 22.542 20.0000 -0.012 0.003 -0.021 0.000 25.294 22.542 22.0000 -0.025 -0.006 -0.028 -0.006 25.294 22.542 24.0000 -0.006 0.012 -0.006 0.003 25.294 22.542 26.0000 -0.012 0.009 0.000 -0.003 25.294 22.542 28.0000 -0.009 0.003 -0.006 0.000 25.294 22.542 30.0000 -0.009 0.003 -0.003 0.000 25.294 22.542

Page 3

;

••

!.':1

FORMULA ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .::::::::::::::::::::::::::::::::::::

SYMBOL VALUE

Lw 27 Le 21 rw 0.667 rc 0.421 yo 0.68 yt 0.1 t 68 c 2.5

LN(Re/rw) 2.6551 2.6551

k 3.16E-04

SLUG 3.18 REM 2

[

UMETCO MINERALS CORPORATION J HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION ----

[]9~WER :& RICE ~ALCULATION METHOD I ..................

::::::::::::::::::::::::::::::::::::: UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION -- ----- ---------- -~ ---- - ~ --~-----~ --~---

/

WELL UR-91-3.1 8 I sr ________ -]-TEST NO I 91. REMOVAL .

Page 1

1 0. 0 0 0

. 1.000

--~~. Jt> ~

y

I N

f 0. 1 0 0 E E T

0. 0 1 0

0.00 1

.

~I

TEST91 SLUG TEST DATA (WELL 3.18 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

-=-o.l.~

~ ~ I ~ r---.... t.~ 'a

~~ ~ ~

2-

/ Jt; ~·o.IO

----------r-

-

0 1 0 2 0 30 40 50 60 70 80 9 0 1 0 0

T IIH IN SECONDS

" . ·-·-·.,·-._ ·.-.. ----~--~---~ ~--·~--· "" --~--····-~--·~·---'·-~-- . ...._, ___ ..... --"_,... ___ _

Setups:

TEST.91

SE2000 Environmental Logger

11/13 00:04

Unit# UMETCO 1 Test 9

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC

3. t 8 3-J

1.0. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1.000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002

9.828 1 0.01 8 i 0.092 1 0.043 -0.022 -0.014 -0.005 -0.01 0

Scale factor 9.976 1 0.041 Offset -0.005 -0.001 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 11/12 14:30:18

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0(_50 0.0833· 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

-0.006 0.561 0.655 0.006 25.294 22.542 -0.003 -0.022 1.136 0.006 25.294 22.542 -0.003 1.289 0.930 0.006 25.294 22.542 -0.003 0.703 0.921 0.006 25.294 22.542 0.000 0. 700 0.908 0.006 25.294 22.542 0.000 ·0.693 0.908 0.006 25.294 22.542 0.000 0.000 0.000

-0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

. 0.671 0.899 0.659 0.899 0.646 0.899 0.640 0.896 0.627 0.893 0.608 0.887 0.595 0.890 0.573 0.877 0.561 0.877 0.545 0.871 0.529 0.868 0.517 0.862 0.504 0.865 0.491 0.858

0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.009 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.009 25.294 22.542

Page 1

. .

TEST.91

0.2500 0.000 0.479 0.855 0.009 25.294 22.542 0.2666 0.000 0.466 0.852 0.006 25.294 22.542 0.2833 0.000 0.457 0.849 0.006 25.294 22.542 0.3000 0.000 0.444 0.846 0.006 25.294 22.542 0.3166 0.000 0.431 0.843 0.009 25.294 22.542 0.3333 0.000 0.422 0.843 0.009 25.294 22.542 0.4166 0.003 0.375 0.827 0.009 25.294 22.542 0.5000 0.000 0.334 0.815 0.009 25.294 22.542 0.5833 0.003 0.299 0.802 0.009 25.294 22.542 0.6666 0.003 0.264 0.790 0.009 25.294 22.542 0.7500 0.003 0.236 0.768 0.009 25.294 22.542 0.8333 0.003 0.214 0.765 0.009 25.294 22.542 0.9166 0.003 0.192 0.752 0.009 25.294 22.542 1.0000 0.006 0.173 0.740 0.009 25.294 22.542 1.0833 0.003 0.154 0.724 0.006 25.294 22.542 1.1666 0.003 0.138 0.712 0.003 25.294 22.542 1.2500 0.000 0.119 0.696 0.000 25.294 22.542 1 .3333 0.000 0.107 0.687 0.000 25.294 22.542 1.4166 0.000 0.094 0.674 0.000 25.294 22.542 1.5000 -0.003 0.088 0.659 0.000 25.294 22.542 1.5833 0.000 0.075 0.652 0.000 25.294 22.542 1.6666 0.000 0.069 0.643 0.000 25.294 22.542 1.7500 0.003 0.063 0.634 0.003 25.294 22.542 1 .8333 0.006 0.059 0.624 0.003 25.294 22.542 1.9166 0.006 0.05~ 0.615 0.003 25.294 22.542 2.0000 0.006 0.050 0.605 0.003 25.294 22.542 2.5000 0.006 0.025 0.552 0.000 25.294 22.542 3.0000 0.015 0.022 0.509 0.006 25.294 22.542 3.5000 0.018 0.018 0.468 0.003 25.294 22.542 4.0000 0.018 ·.0.018 0.437 0.003 25.294 22.542 4.5000 0.022 0.015 0.399 0.006 25.294 22.542 5.0000 0.018 0.009 0.368 0.003 25.294 22.542 5.5000 0.009 0.000 0.331 -0.003 25.294 22.542 6.0000 0.009 -0.006 0.299 -0.006 25.294 22.542 6.5000 0.003 -0.006 0.278 -0.003 25.294 22.542 7.0000 0.006 0.000 0.265 0.000 25.294 22.542 7.5000 0.009 0.006 0.249 0.006 25.294 22.542 8.0000 0.009 0.006 0.231 0.006 25.294 22.542 8.5000 0.012 0.006 0.215 0.006 25.294 22.542 9.0000 0.009 0.003 0.199 0.003 25.294 22.542 9.5000 0.009 0.003 0.187 0.006 25.294 22.542 10.0000 0.006 0.003 0.174 0.006 25.294 22.542 12.0000 0.009 0.009 0.137 0.009 25.294 22.542 14.0000 0.009 0.009 0.106 0.009 25.294 22.542

Page 2

TEST.91 ••

16.0000 0.003 0.009 0.087 0.006 25.294 22.542 18.0000 0.009 0.009 0.068 0.006 25.294 22.542 20.0000 0.006 0.006 0.053 0.006 25.294 22.542 22.0000 -0.006 -0.003 0.034 0.000 25.294 22.542 24.0000 -0.015 -0.012 0.015 -0.006 25.294 22.542 26.0000 -0.025 -0.028 -0.006 -0.006 25.294 22.542

Page 3

••

FORMULA

SYMBOL Lw Le rw rc yo yt t c

LN(Re/rw)

k

WELL TEST NO ------- --------

/

SLUG 3.1 C INST

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL-:. FLUVIAL SLUG TEST CALCULATION

BOUWER & RICE CALCULATION METHOD

................... :::::::::::::::::::::::::::::::::::::1 ::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

VALUE 25.5 21

0.667 0.421

0.7 0.1 66 2.1

2. 7130 2.7130

3.38E-04

UR-91-3.1 C TST870

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

INSERT

I I

'

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

Page 1

MONITORING WELL INSTALLATION RECORD Elev. I Depth

(Feet) (Feet)

413.12

Description

-

USC I Graphic USGS Log Well Completion Detail

~ WELL CAP VENlED

-:j Top_ a I= w 1:1..1- I I I SUR~~ 1 I I I g~~~ I" IN

411.78 SURVEY PIN ELEVATION 411.35

SILT: clayey, brown

CLAY: snty, gravelly {angular), ton-red

~ E o.c

10.(

20 20.( GRAVEL: {angular), clayey, silty, ton-red

ClAY: silty, gravelly, (angular and rounded), ton AL1£R PACK

-1-----------------t----t-zrn"rl o.ss-o.ss AND SILT: sandy, gravelly {rounded) o~o~o~od ~JG1oL, 30.(

0 0 0 0 0 0 0 0

00000000 0 000000 o0 o 0 0

~~~~~~~~ ~Nl 00000000 0 o0 o0 o0 o ':::t 3 00000000 '-1 . . . . . : 40.( 0 0 0 0 ••· •

~. /Nsr- · t<e M t/1/"':J £E~

50 -3 - 7>rl31t: !!Sf 871 15/fDo rs~t; -r ( '

~o o:-1

-~~¢: O.ID 60 .,

t 'b

{) .. 7~

CJ ,jO

~7

)JO

-?'-tk'AtCr~r LJ;Jtf

00000000 • • --1-.......:4-00000000 .• 00000000 00000000

B.O.H. = 43.6 FT.

Leu = 28 §::

te-=2?;~ Y'w = o. ,bb?' ~ -== O. 42 I

IJ-d =

~t:

cl =-~ :; .. t

~.;:. 35-:z

so.c

60.(

rw 1---L--L------------~-~---I.---l------------~t-70.t

B&F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Well Record UR-91-3.1C

Job Name/Number 7-2439-0101 Coordinates N. 27262 E. 77542 In stall a ti on Date ~9;-;--~11:-:-:-:-:-=9=::1==::-:----:-:-:-=~-­Drilling Method HOLLOW STEM AUGER Drilled By WINNEK Logged By ..:..:.WD.:::.Hw_ __

ACAD NO. 166 Page 1 of _j_

0 9 I Of I

. -

-

SON0:>3S Nl 3rill

0 Z I 0 0 I 011 09 Ot Ol

-

OJ'} -::':.f

Ql o-"') ' . ~·. . . . . . . . ~~ ~

.

3n1'v'A 030~0:)3~•0'1- Sl 03110ld 3nlVA).. (03llV1SNI :J ~ '£ ll3M) V1VO 1531 ~nlS OL81S1

L ~ Pr· .v "~ Y7 .

0

I

0

0

~ 0

0

oo·o

l 0. 0

1 3 3

0 I . 0 .l

0 0' I

0 0. 0 l

N I

A

-

" ~

SE2000 Environmental Logger

11/14 23:07

Unit# UMETCO 1 Test 7

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F)

Mode TOC TOC 1.0. 3.1C/763 3.2C/940

Reference 0.000 0.000 SG 1.000 1.000 Unearity 0.001 0.0'"'~

Scale factor 10.018 9.976 Offset -0.014 -0.005

TSTB.70

Delay mSEC 50.000 50.000

Step 0 11/14 20:29:15

ElapsedTime INPUT 1 INPUT 2 ------------ ---------· ---------

0.0000 0.000 ·. -0.003 0.0083 0.000 -0.003 0.0166 0.000 0.000 0.0250 0.000 -0.439 0.0333 0.000 -0.725 0.0416.: -Q.170 -1.026 0.0500- -0.396 -0.976 0.0583 -0.595 -0.935 0.0666 -0.752 -0.759 0.0750 -0.733 -0.373 0.0833 -0.585 -0.813 0.1000 -0.654 -0.807 0.1166 -0.720 -0.788 0.1333 -0.566 -0.753 0.1500 -0.541 -0.737 0.1666 -0.532 -0.719 0.1833 -0.431 -0.703 0.2000 -0.510 -0.687 0.2166 -0.478 -0.672 0.2333 -0.462 -0.656

Page 1

~T~ ~~ wiPJJ 3 .. Jc ~ 3.2c.. •

TSTB.70

0.2500 -0.450 -0.643 0.2666 -0.437 -0.631

0.2833 -0.425 -0.615

0.3000 -0.412 -0.602

0.3166 -0.402 -0.593 0.3333 -0.393 -0.580 0.4166 -0.349 -0.530 0.5000 -0.314 -0.486 0.5833 -0.286 -0.449 0.6666 -0.261 -0.414 0.7500 -0.236 -0.386 0.8333 -0.220 -0.357 0.9166 -0.201 -0.335 1.0000 -0.185 -0.314 1.0833 -0.173 -0.295 1.1666 -0.160 -0.276 1.2500 -0.147 -0.260 1.3333 -0.138 -0.244 1.4166 -0.129 -0.232 1.5000 -0.119 -0.219 1.5833 -0.113 -0.207 1.6666 -0.107 -0.197 1.7500 -0.100 -0.188 1.8333 -0:094 -0.178 1.9166 -0.088 . -0.169

2.0000 -0.085 -0.160 2.5000 -0.059 -0.122 3.0000 -0.044 -0.094 3.5000 -0.034 -0.075 4.0000- -0.028 -0.059 4.5000- -0.022 -0.050 5.0000 -0.015 -0.040 5.5000 -0.012 -0.034

-~. 6.0000 -0.009 -0.031 '. 6.5000 -0.006 -0.025

7.0000 -0.003 -0.021 7.5000 -0.003 -0.018 8.0000 0.000 -0.018 8.5000 0.000 -0.015 9.0000 0.000 -0.015 9.5000 0.003 -0.012

10.0000 0.003 -0.012 12.0000 0.003 -0.006 14.0000 0.006 -0.006

Page 2

'""' ""'.

16.0000 18.0000 20.0000 22.0000 24.0000 26.0000 28.0000 30.0000 32.0000 34.0000 36.0000 38.0000 40.0000 42.0000 44.0000 46.0000:.

0.009 0.009 0.009 0.012 0.012 0.015 0.015 0.015 0.018 0:018 0.018 0.018 0.018 0.018 0.015 0.018

TSTB.70

-0.003 -0.003 0.000 0.000 0.000 0.000 0.003 0.006 0.006 0.006 0.006 0.009 0.009 0.009 0.012 0.009

Page 3

FORMULA

SYMBOL Lw Le rw rc yo yt t c

LN(Re/rw)

k

WELL TEST NO

~---~

SLUG 3.1 C REM

/ ~

:::::::::::::::::::::::::::::::::::: . ·.·.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.·.· VALUE

25.5 21

0.667 0.421 0.78 0.1 67 2.1

2.7130 2.7130

3.51 E-04

UR-91-3.1 C TST 871

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

I BOUWER & RICE CALCULATION METHOD ]

.•.·.·.·.·.·.· .. ·.·.•.·.·.·.·.·.·.·.·. .· .. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· . . ·.·.·.·.·.·.·.·.•.·.·.•.·.·.·.·.·.· . UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

REMOVAL

SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

Page 1

SON0:>3S Nl 31'111

0 9 I 0; I 0 Z I 0 0 I 08 09 01 oz 0

t=====~======~====~~====~======t=====~======~======~IOO'O

+------+------~----~~-----r------+------4------~------~0IO'O

.. . .

o/'9~:~ 1-------r------+------+------4---~~7~~-----+------+-----~00I'O

.. ~~ ··~

I tL'~ I-------+------+------+------4-------~-----+----~+---~~000'I

-r-----~------+------+------~------r------+------+-----~000'01

:m1VA 030~003~ Sl Qlli01d 3n1VA).. (03/\0~3~ ::> ~ T ll3M) \7'1\fO 1531 ~nlS ~ L81S1

1 ] ]

J

N I

.... ........

SE2000 Environmental Logger

11/14 23:09

Unit# UMETCO 1 Test 7

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC 1.0. 3.1 C/763 3.2C/940

Reference 0.000 C.OCC

SG 1.000 1.000 Linearity 0.001 0.022 Scale factor 1 0.01 8 9.976 Offset -0.014 -0.005

TST8.71

Delay mSEC 50.000 50.000

Step1 11/1421:16:01

Elapsed Time INPUT 1 INPUT 2

------------ --------- ---------0.0000 0.022 . 0.012 0.0083 0.352 . 0.599 0.0166 0.141 0.599 0.0250 0.730 0.797 0.0333 0.787 0.919 0.0416_ 0 .. 752 0.916 o.o5oo- o:730 0.891 0.0583 0.724 0.854 0.0666 0.705 0.854 0.0750 0.692 0.838

"<·o.o833 0.683 0.800 0.1000 0.654 0.803 0.1166 0.632 0.778 0.1333 0.613 0.766 0.1500 0.595 0.744 0.1666 0.576 0.725 0.1833 0.560 0.709 0.2000 0.544 0.690 0.2166 0.528 0.678 0.2333 0.513 0.665

Page 1

~ -wdW 3.1 c B,2t

TST8.71

0.2500 0.497 0.649 0.2666 0.484 0.637 0.2833 0.472 0.624 0.3000 0.459 0.612 0.31 66 0.447 0.602 0.3333 0.434 0.590 0.4166 0.387 0.540 0.5000 0.346 0.496 0.5833 0.31 1 0.458 0.6666 0.283 0.423 0.7500 0.261 0.395 0.8333 0.239 0.370 0.9166 0.223 0.345 1.0000 0.207 0.323 1 .0833 0.195 0.304 1.1666 0.182 0.285 1.2500 0.170 0.270 1.3333 0.160 0.254 1.4166 0.151 0.241 1.5000 0.144 0.229 1.5833 0.135 0.216 1.6666 0.129 0.207 1.7500 0.122 0.194 1.8333 0.116 0.188 1.91 66 0.113 0.178 2.0000 0.110 0.169 2.5000 0.085 0.128 3.0000 0.069 0.103

-·-- -- -- -- 3.5000 0.059 0.081 ----··--·--

4.0000- 0.053 0.069 4.5000- o:o5o 0.056 5.0000 0.047 0.050 5.5000 0.040 0.047

"' 6.0000 0.040 0.043 "-.·

'· 6.5000 0.037 0.037 7.0000 0.037 0.034 7.5000 0.037 0.034 8.0000 0.034 0.031 8.5000 0.034 0.031 9.0000 0.034 0.028 9.5000 0.034 0.028 10.0000 0.031 0.028 12.0000 0.028 0.025 14.0000 0.025 0.021

Page 2

··- ... --·- . --

"" ""

16.0000 18.0000 20.0000 22.0000 24.0000 26.0000 28.0000 30.0000 32.0000 34.0000 36.0000 38.0000 40.0000 42.0000 44.0000 46.0000

TST8.71

0.025 0.021 0.022 0.018 0.025 0.018 0.022 0.018 0.025 0.018 0.025 0.021 0.025 0.021 0.025 0.018 0.028 0.021 0.028 0.021 o:o31 0.021 0.031 . 0.021 0.031 0.021 0.028 0.025 0.028 0.025 0.028 0.025

Page 3

FORMULA

SYMBOL Lw Le rw rc yo yt t c

LN(Re/rw)

k

I WELL TEST NO

.................. ................... .................. ................... ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· VALUE 25.5 21

0.667 0.421

0 0 1

2.1

2.7130 2. 7130

#NUM!

SLUG 3.1 C INST 2

[

UMETCO MINERALS CORPORATION ~J HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

---·

[]9u-wER&RicE cALcuLATioN METHoD 1

::;:::::::::::::::::::::::::::;:::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/ I UR-91-3.1 c I TST60 INSERT

Page 1

10.000 t

1.000 I..-

I~ . . . . y

I N

f 0. 1 0 0 I.-

E E T

-,

0. 0 1 0 I

; I

I

""- I

I I

I 0. 0 0 1 tt-

0

TST60 SLUG TEST DATA (WELL 3.1 C INSTALLED) Y VALUE PLOTIED IS -1.D•RECORDEO VALUE

-I I I

I

"J· ... . . . . . . . . .

. . .

~ , - -t ~- -50 1 0 0 1 50 200 250 300

TIME IN SECONDS

AJ 0 5 --J' ft/}1 [._t.-V( ~ I fl.) 1<.

-

--

. . .

-~

I

-j·

350 400

~ - --- --·- -

Setups:

Type Mode I. D.

Reference SG Linearity

TST.60

SE2000 Environmental Logger

11/14 09:25

Unit# UMETCO 1 Test 6

INPUT 1 INPUT 2 INPUT 3 INPUT 4

Level (F) Level (F) Level (F) Level (F) TOC TOC TOC TOC ~/94 ~/76 3.1/942 3.2/880 3.1 c 3.2c

0.000 0.000 0.000 0.000 1.000 1.000 1.000 1.000 0.022 0.001 0.008 0.002

Scale factor 9.976 10.018 10.047 10.023 Offset -0.005 -0.01 4 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/13 07:58:24

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

------------ --------- --------- --------- ---------0.0000 ·. 0.000 0.003 -0.060 0.000 0.0083 0.000 0.000 -0.281 0.003 0.0166 -0.41 5 -0.166 -0.256 -0.094 0.0250 -0.667 -0.607 -0.195 -0.532 0.0333 -0.981 -0.651 -0.290 -0.387 . 0.0416 -0.830 .. 0.790 -0.284 -0.343 0.0500 -0.701 .:0.802 -0.284 -0.469 0.0583 -0.862 -0.569 -0.284 -0.444 0.0666 -0.849 -0.802 -0.278 -0.422 0.0750 -0.824 -0.500 -0.284 -0.434

".· 0.0833 . -0.811 -0.595 -0.281 -0.434 0.1000 ' -0.783 -0.569 -0.281 -0.428 0.1166 -0.771 -0.544 -0.278 -0.422 0.1333 -0.739 -0.522 -0.278 -0.422 0.1500 -0.689 -0.506 -0.275 -0.418 0.1666 -0.717 -0.487 -0.275 -0.412 0.1833 -0.692 -0.472 -0.275 -0.409 0.2000 -0.682 -0.456 -0.275 -0.403 0.2166 -0.664 -0.443 -0.271 -0.400 0.2333 -0.648 -0.431 -0.268 -0.400

Page 1

5~ T~ ~~ 3 .. 1 c 3 . 2 c. 3. I 3 . :

D~ ~· 3.J c 3.u {JIZA>i f~-~ ~ tl-lLf-91

TST.60

0.2500 . -0.635 -0.418 -0.271 -0.393 0.2666 -0.623 -0.406 -0.268 -0.390 0.2833 -0.610 -0.396 -0.268 -0.387 0.3000 -0.597 -0.387 -0.265 -0.384 0.3166 -0.585 -0.377 -0.265 -0.381 0.3333 -0.575 -0.368 -0.265 -0.378 0.4166 -0.525 -0.330 -0.262 -0.362 0.5000 -0.484 -0.295 -0.256 -0.349 0.5833 -0.446 -0.270 -0.249 -0.337 0.6666 -0.415 -0.245 -0.246 -0.324 0.7500 -o.387 -0.223 -0.243 -0.315 0.8333 -0.358 -0.207 -0.237 -0.308 0.9166 -0.336 -0.188 -0.233 -0.299 1.0000 -0.317 -0.176 -o.230 -0.289 1.0833 -0.298 -0.163 -0.227 -0.283 1.1666 -0.280 -0.151 -0.224 -0.277 1.2500 -o.264 -0.141 -0.224 -o.267 1.3333 -0.248 -0.1 32 -0.221 -0.258 1.4166 -0.236 -0.122 -0.214 -0.252 1.5000 -0.223 -0.113 -0.214 -0.245 1.5833 -0.210 -0.107 -0.208 -0.239 1.6666 -0.201 -0.100 -0.205 -0.233 1.7500 -0.188 -0.094 -0.202 -0.226 1.8333 -0.179 -0.088 -0.199 -0.223 1.9166 : -0.173 -0.081 -0.195 -0.217 2.0000 -0.163 -0.078' -0.195 -0.211 2.5000 -0.122 -0.053 -0.180 -0.182 3.0000 -0.097 -0.040 -0.167 -0.163 3.5000 -0.075 -0.028 -0.154 -0.138 4.0000 -0.062 -:0.022 -0.142 -0.126 4.5000 -o.o5o -'0.015 -0.132 -0.110 5.0000 -0.040 -0.009 -0.123 -o.097 5.5000 -0.034 -0.006 -0.116 -0.085 6.0000 -0.031 -0.003 -0.107 -0.081

' ' 6.5000 . -0.028 -0.003 -0.101 -0.069

'·" 7.0000 ' . -0.025 -0.003 -0.094 -0.063 7.5000 -0.022 -0.003 -0.088 -0.059 8.0000 -0.018 0.000 -0.085 -0.050 8.5000 -0.015 0.000 -0.079 -0.050 9.0000 -0.015 0.000 -0.075 -0.050 9.5000 -0.012 0.003 -0.069 -0.040 10.0000 -0.012 0.003 -0.066 -0.037 12.0000 -0.006 0.003 -0.053 -0.031 14.0000 -0.006 0.003 -0.041 -0.025

Page 2

TST.60

16.0000 -0.006 0.000 -0.037 -0.022 18.0000 -0.006 0.000 -0.031 -0.022 20.0000 -0.006 0.000 -0.028 -0.018 22.0000 -0.003 0.000 -0.022 -0.015 24.0000 -0.003 -0.003 -0.018 -0.015 26.0000 -0.006 -0.003 -0.022 -0.015 28.0000 -0.003 0.000 -0.01 5 -0.015 30.0000 -0.006 -0.003 -0.015 -0.015 32.0000 . -0.006 0.000 -0.015 -0.015 34.0000 -0.003 0.000 -0.012 -0.01 5 36.0000 -0.006 0.000 -0.015 -0.018 38.0000 -0.003 0.003 -0.009 -0.015

Page 3

FORMULA ................... ::::::::::::::::::::::::;:::::::::::

SYMBOL VALUE

Lw 25.5 Le 21 rw 0.667 rc 0.421 yo 0 yt 0 t 1 c 2.1

LN(Re/rw) 2.7130 2.7130

k #NUM! -

SLUG 3.1 C REM 2

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

CE>~WER & RICE CALCULATION METHOD

:::::::::::::::::::::::::::::::::::::i SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT.

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN LW=H

PERMEABILITY CALCULATION

' I / I WELL I UR-91-3.1 J J ~EST NO._ . T~T~1 _ ____BEMOVAL

Page 1

1 0. 0 0 0 I+-

1.000

. . . . . . . y

I N

r 0. 1 0 0 [

E T

0. 0 10 J

,,

0. 0 0 1

0 50

TST61 SLUG TEST DATA (WELL 3.1C REMOVED) Y VALUE PLOTTED IS RECORDED VALUE

-, I I

-

. . . . . . . . . . . . .

. .

J j J J

1 0 0 1 50 200 250 300

TIME IN SECONOS

~ 0 s 'f7'l.t:rl (,._ /..{ ~). /1-..J r;

I ---I l

I

-

.

J I

350 400

Setups:

Type Mode

SE2000 Environmental Logger

11/14 09:22

Unit# UMETCO 1 Test 6

TST.61

INPUT 1 INPUT 2 INPUT 3 INPUT 4

Level (F) Level (F) Level (F) Level (F) roc TOC TOC TOC

I.D. i.tG.eA/94 20.28/76 3.1/942 3.2/880 "j,\C ,3.2c..

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.022 0.001 0.008 0.002 Scale factor 9.976 10.018 10.047 10.023 Offset -0.005 -0.014 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step1 11/1308:37:57

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

------------ --------- --------- --------- ---------0.0000 0.472 0.865 -0.006 0.122 0.0083 1.003 0.091 -0.006 0.022 0.0166 0.859 0.450 0.433 0.138 0.0250 0.871 0.680 0.164 0.444 0.0333 0.868 0.768 0.287 0.437 0.0416 0.843 .0.727 0.290 0.437 0.0500 0.840 '0.711 0.284 0.437 0.0583 0.824 0.705 0.284 0.434 0.0666 0.802 0.686 0.284 0.425 0.0750 0.796 0.673 0.271 0.434

" 0.0833 0.774 0.664 0.281 0.422 ',

0.1000 0.770 0.639 0.278 0.422 0.1166 0.742 0.617 0.275 0.415 0.1333 0.723 0.598 0.271 0.415 0.1500 0.704 0.579 0.271 0.396 0.1666 0.692 0.560 0.265 0.400 0.1833 0.676 0.544 0.268 0.396 0.2000 0.660 0.525 0.268 0.396 0.2166 0.645 0.513 0.265 0.390 0.2333 0.635 0.497 0.262 0.387

Page 1

~ ~~ ~~

J~ TSI bO rr~ s~-c~

TST.61

0.2500 . 0.623 0.481 0.265 0.384 0.2666 0.607 0.469 0.265 0.381 0.2833 0.597 0.456 0.262 0.378 0.3000 0.585 0.443 0.256 0.371 0.3166 0.575 0.431 0.259 0.368 0.3333 0.563 0.421 0.259 0.365 0.4166 0.516 0.371 0.252 0.352 0.5000 0.475 0.330 0.249 0.330 0.5833 0.437 0.295 0.246 0.321 0.6666 0.405 0.267 0.237 0.311 0.7500 0.377 0.242 0.237 0.302 0.8333 0.352 0.220 0.230 0.292 0.9166 0.330 0.204 0.227 0.286 1.0000 0.308 0.188 0.224 0.277 1.0833 0.289 0.173 0.221 0.270 1.1666 0.273 0.163 0.218 0.261 1.2500 0.258 0.151 0.218 0.252 1.3333 0.242 0.141 0.211 0.245 1 .4166 0.229 0.132 0.208 0.239 1.5000 0.220 0.125 0.205 0.233 1.5833 0.204 0.116 0.202 0.229 1.6666 0.191 0.113 0.199 0.220 1.7500 0.185 0.107 0.195 0.214 1.8333 0.176 0.100 0.189 0.207 1.9166 0.169 0.097 0.192 0.204 2.0000 0.160 0.091 0.189 0.198 2.5000 0.116 0.066 0.167 0.166 3.0000 0.091 0.053 0.158 0.144 3.5000 0.075 0.044 0.145 0.126 4.0000 0.059 ·0.037 0.135 0.113 4.5000 0.047 ·o.028 0.123 0.094 5.0000 0.040 0.028 0.113 0.085 5.5000 0.034 0.025 0.107 0.072 6.0000 0.031 0.022 0.097 0.059

'-6.5000 . 0.028 0.022 0.091 0.056

' 7.0000 0.022 0.022 0.082 0.047 7.5000 0.022 0.018 0.072 0.040 8.0000 0.018 0.018 0.075 0.034 8.5000 0.015 0.018 0.066 0.037 9.0000 0.015 0.018 0.066 0.034 9.5000 0.012 0.018 0.060 0.028 10.0000 0.012 0.018 0.056 0.028 12.0000 0.009 0.015 0.047 0.018 14.0000 0.009 0.012 0.034 0.015

Page 2

TST.61

16.0000 0.006 0.012 0.028 0.009 18.0000 0.003 0.009 0.022 0.006 20.0000 0.006 0.012 0.015 0.006 22.0000 0.003 0.009 0.009 0.003 24.0000 0.003 0.009 0.009 0.003 26.0000 0.003 0.009 0.006 0.003 28.0000 0.003 0.009 0.006 0.003 30.0000 0.003 0.009 0.006 0.003 32.0000 0.003 -o.006 0.003 0.003 34.0000 0.003 0.006 0.003 0.003 36.0000 0.003 0.006 0.006 0.003 38.0000 0.003 0.003 0.003 0.000 40.0000 0.003 0.006 0.003 0.000

·,

Page 3

• •'

FORMULA ·-:.:-:-:-:-:·:·:·:·:.:-:-:-:-:-:-:-: :·:·:-:-:-:-:-:-:-:-:-:-:·:·:·:-:·:· SYMBOL VALUE

Lw 29 Le 24 rw 0.667 rc 0.421 yo 0.83 yt 0.1 t 53 c 2.2

LN(Re/rw) 2.8349 2.8349

k 4.18E-04

SLUG 3.1 D INST

[

UMETCOMINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

---·-·-·

~~WER&RICE CALCULATION METHOD

·:·:-:-:-:·:·:·:·:·:·:·:·:·:·:-:-:·:· :·:·:·:·:-:-:-:·:·:·:·:·:·:·:-:-:·:·: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/ /

~ ~--~------, WELL UR-91-3.1 D TEST NO _ 70 _ . _ INSERT~ _

Page 1

-1'.

I . MONITORING WELL INSTALLATION RECORD Elev. Depth

(Feet) (Feet) Description USC Graphic Well Completion Detail USGS Log

- = __ Vt£U. CAP -- -- loP oF VENTED -- -

- SURVEY ~Ef.l- r CONCRETE c-

414.17

: PIN ~ REBAAIIn :_ 412.64 1------t SURVEY PIN ELEVATION ).,

- l:z;:~·.;.= .. ~.,f.J. .~.·-;~:~-~= .. !.~~·:1 -412.10 0 0 -+::--:------:---:-----------t--it'I<:I!:I!'C'Z'7.h;;:;;rl~~±-:8--¥-;~~~---+-

• - SILT: sandy, clayey, brown ~-S ifil'rl' CEMENT & -~ WELL RISER ,... -:J-------:----:--------~~rG;uCrr-.·~·~~1"~.,·~ ./g..J~~..., ~BENEOUNTOTTONNITEITE- ~. ~.. 6SCH• PV40C THO t :CLAY: silty, gravelly (angular), tan-red ~~·.. ,;-/ -· ~ ,

: ~ PillE1S .. ~

0.0

: '/j» .. =: E_ 10 -+-----------------t )' ~ == .· ' -10.0

=GRAVEL: (angular), clayey, silty, red ~ == ~

-=-~------------! 11e; T1 -~=.: -vi f ~CLAY: silty, gravelly, (angular), tan t ~ _ . ~ 20 -j i i it'~ i 1~:-.)~~~r::~s.H. I' ~2o.o

=i I II ' -;;. I : ..... §3_':: I D~ETER . E -= I I I ~ I 1·. · J::::t: I 10 1 ~ :-1-GR-A_VEL:_·_(_rou-n-de-d)-. -cla-ye-y.-s-ilt-y,-ta-n-----1 IiI~~ ~,/rAO< +:.~··.:-._1 oru _:.J ~ - ~ ~ ~ 6" STAJNLESS r-

30- V../ ···= · .. STEEL WITH 0012• r-30.0 : ~ : · .. : == .:-.: MACHINE SLO r-- 4 • • - • PREPACKED S:REEN-

~ >lLT: da)Oy, gra,.uy, (rounded), tan ~ ~ ~ j ::: ~ : s• .s• r 40 _: ~ _.-' · · ~~p:s~D40 f- 40.0

= ~ , . . BOTTOM CAP ~ -

----- '

so -: I ..ad" _ : 70 ;n-st 'ld II RG'M-

-:': #o {), ?B -

(), flt,7

-- '-..,

60---~t . (), j()

-------

I-f-I-I-

B.O.H. = 43.3 FT. I-

I 1-w =- 29

Le -=.24 I

I­r---50.0 I-I-I-I-r---1-I-I-rw o. 6b7 J

lr 0. 42-1 'c.

. . -' '· .

I l­f-60.C 1----

-;>- -· -

Le/ = 3s,~ (c) ~ /{ti} v' ·I :

~----~--~~------------------------r-~--~--~-----------------------+-70.(

B &F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Well Record UR-91-3.1D

Job Name/Number 7-2439-0101 Coordinates N. 27250 E. 77631 In stall a ti on Date -=-9=-=--'-:1 :::72:-:---=:9=::1 =~:-:-:-:==---­Drilling Method HOLLOW STEM AUGER Drilled By WINNEK Logged By ~WD=..:....:..H __

ACAD NO. 169 Page 1 of 1

1 .:,·,

10.000

1. 0 00

y

I N

r 0. 100 [ [

T

0.010

0.001

·-·

TEST70 SLUG TEST DATA (WELL 3.1 D INSTALLED) Y VALUE PLOTIED tS -1.0•RECORDED VALUE

~ '1 'Z - v_.<n

Jv

~ ~

t.-;. '52 Ia

v.. -;.. o./D

~/ Jt

~ . I' . .

- . '

..

0 20 ~0 60

TIME IN SECONDS

. . . 1 I

I

80 100

TEST.70

<\fl,,,-~ ~~ W~ 3.1 D ~ 3.2D

Setups:

SE2000 Environmental Logger

11/13 00:32

Unit# UMETCO 1 Test 7

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F)

Mode TOC TOC TOC TOC TOC TOC 1.0. 3.2C/940 3.18/568 3.28/230 3.1 C/763 3.10/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 1.000 1.000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

StepO 11/1210:43:11

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 -0.018 -0.012 -0.006 0.000 -0.003 -0.003 0.0083 -0.018 -0.012 -0.009 0.000 -0.326 -0.928 0.0166 -0.015 -0.012 -0.009 0.000 -0.885 -1.036 0.0250 -0.015 -0.012 -0.009 0.000 -0.885 -0.196 0.0333 -0.015 -0.012 -0.009 0.000 -0.466 -1.043 0.0416 -0.015 -0.009 -0.009 0.000 -0.543 -0.957 0.0500 -0~015 '-0.009 -0.009 0.000 -0.809 -0.779 0.0583 -0.015 -0.012 --0.009 0.003 -0.697 -0.836 0.0666 -0.015 -0.009 -0.009 0.003 -0.700 -0.779 0.0750 -0.015 -0.009 -0.006 0.003 -0.690 -0.783

" 0.0833 -0.012 -0.009 -0.006 0.003 -0.671 -0.767 0.1000 -0.012 -0.012 -0.006 0.003 -0.646 -0.741 0.1166 -0.012 -0.009 -0.006 0.003 -0.620 -0.713 0.1333 -0.012 -0.009 -0.006 0.003 -0.598 -0.687 0.1500 -0.012 -0.009 -0.006 0.003 -0.572 -0.668 0.1666 -0.012 -0.009 -0.006 0.003 -0.550 -0.643 0.1833 -0.012 -0.009 -0.003 0.003 -0.527 -0.621 0.2000 -0.015 -0.009 -0.006 0.003 -0.508 -0.599 0.2166 -0.015 -0.009 -0.006 0.003 -0.489 -0.583 0.2333 -0.012 -0.009 -0.003 0.003 -0.470 -0.564

Page 1

..

TEST.70

0.2500 -0.012 -0.009 -0.003 0.003 -0.450 -0.542 0.2666 -0.012 -0.006 -0.003 0.006 -0.434 -0.523 0.2833 -0.012 -0.006 -0.003 0.006 -0.41 5 -0.507 0.3000 -0.012 -0.006 -0.003 0.006 -0.399 -0.494 0.3166 -0.009 -0.006 -0.003 0.006 -0.383 -0.475 0.3333 -0.012 -0.006 0.000 0.006 -0.370 -0.459 0.4166 -0.012 -0.006 0.000 0.006 -0.303 -0.389 0.5000 -0.012 -0.003 0.003 0.006 -0.249 -0.332 0.5833 -0.012 -0.003 0.003 0.009 -0.207 -0.285 0.6666 -0.012 -0.003 0.003 0.009 -0.172 -0.244 0.7500 -0.012 -0.003 0.006 0.009 -0.147 -0.212 0.8333 -0.012 0.000 0.006 0.009 -0.121 -0.183 0.9166 -0.012 -0.003 0.006 0.006 -0.105 -0.161 1.0000 -0.012 0.000 0.009 0.009 -0.092 -0.139 1.0833 -0.015 0.000 0.009 0.006 -0.083 -0.1 26 1.1666 -0.015 0.000 0.012 0.006 -0.073 -0.11 0 1.2500 -0.015 0.000 0.012 0.006 -0.063 -0.101 1.3333 -0.015 0.000 0.012 0.006 -0.057 -0.088 1.4166 -0.01 5 0.000 0.012 0.006 -0.051 -0.082 1.5000 -0.01 5 0.003 0.012 0.006 -0.044 -0.072 1.5833 -0.022 0.003 0.012 0.006 -0.041 -0.066 1.6666 -0.022 0.003 0.015 0.006 -0.038 -0.060 1.7500 -0.018 0.000 0.015 0.006 -0.035 -0.053 1.8333 -0.018 0.000 0.015 0.006 -0.035 -0.050 1.9166 -0.022 0.000 0.018 0.006 -0.028 -0.044 2.0000 -0.022 0.000 0.018 0.006 -0.028 -0.041 2.5000 -0.022 0.000 0.018 0.006 -0.022 -0.028 3.0000 -0.022 0.000 0.015 0.006 -o.01 5 -o.022 .· .. 3.5000 -0.025 -0.009 0.009 0.000 -0.009 -0.019 4.0000 -0.028 -0.003 0.015 0.003 -0.012 -0.015 4.5000 -0~018 ~ 0.003 0.018 0.006 -0.006 -0.009 5.0000 -0.018 0.003 0.018 0.009 -0.003 -0.009 5.5000 -0.018 0.006 0.021 0.009 -0.006 -0.006 6.0000 -0.018 0.000 0.015 0.006 -0.006 -0.006

' 6.5000 -0.018 -0.003 0.009 0.003 -0.006 -0.009 7.0000 -0.025 -0.012 0.003 0.000 -0.009 -0.009 7.5000 -0.031 -0.022 -0.009 -0.006 -0.015 -0.015 8.0000 -0.031 -0.018 -0.006 -0.003 -0.019 -0.012 8.5000 -0.028 -0.009 0.003 0.003 -0.012 -0.009 9.0000 -0.022 -0.006 0.006 0.009 -0.009 -0.006 9.5000 -0.015 -0.009 0.003 0.009 -0.006 -0.003 10.0000 -0.022 -0.006 0.009 0.006 -0.006 -0.003 12.0000 -0.025 -0.012 0.000 0.000 -0.009 -0.006 14.0000 -0.009 0.000 0.009 0.006 0.003 0.003

Page 2

FORMULA .·:·:·:-:-:-:-:-:-:·:·:·:·:·:·:·:·:·: ·:·:-:-:·:·:·:·:·:·:·:-:-:-:-:-:-:-:-SYMBOL VALUE

Lw 29 Le 24 rw 0.667 rc 0.421 yo 0.9 yt 0.1 t 49 c 2.2

LN(Re/rw) 2.8349 2.8349

k 4.69E-04

SLUG 3.1 D REM

CfMETCO-MINERALS CORPORATION

HOT SPRINGS, ARKANSAS ALLUVIAL- FLUVIAL

SLUG TEST CALCULATION . . .

I BOU~ER & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/

~~~~[~~- UR~-~3~0 REM-~~:L-~l

Page 1

10. 0 0 0

1.000

y

I N

F 0. 1 0 0 E E T

0. 0 10

0 ·• 0 0 1

)";)'

~

.

.

-

1-

TEST71 SLUG TEST DATA (WELL 3.1 D REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

P.t7~

~ ~

t,-:; ~'}

~ lJ ':J; o.r.o

rh_ '

~ K ll' " ~ .

.

0 1 0 20 30 40 50 60 70

TIIH IN SECONDS

I

. .

-

-80 90 1 0 0

TEST. 71

SE2000 Environmental Logger

11/13 00:27

Unit# UMETCO 1 Test 7

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC I. D. 3.2C/940 3.18/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 11/12 10:58:03

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 ' -0.012 0.003 0.015 0.009 0.003 0.000 0.0083 -0.009 0.006 0.015 0.009 0.003 0.000 0.0166 -0.009 0.006 0.015 0.012 0.047 0.814 0.0250 -0.006 0.003 0.015 0.012 0.211 0.164 0.0333 -0.009 0.003 0.015 0.012 0.614 0.922 0.0416 -0.009 0.003 0.015 0.012 0.815 0.884 0.0500 -0.009 ~0.006 0.015 0.012 0.796 0.871 0.0583 -0.009 0.006 0.015 0.012 0.773 0.855 0.0666 -Q.009 0.003 0.015 0.012 0.751 0.833 0.~50 -0.009 0.006 0.015 0.012 0.735 0.811 0.0833 -Q.009 0.003 0.015 0.012 0.716 0.805

" 0.1000 " -0.009 0.006 0.015 0.012 0.684 0.773 0.1166 -Q.009 0.006 0.015 0.009 0.655 0.748 0.1333 -0.009 0.006 0.015 0.012 0.626 0.719 0.1500 -0.012 0.003 0.015 0.012 0.601 0.691 0.1666 -0.009 0.006 0.015 0.012 0.572 0.672 0.1833 -0.009 0.006 0.015 0.012 0.550 0.649 0.2000 -0.009 0.006 0.015 0.012 0.527 0.624 0.2166 -0.009 0.003 0.015 0.009 0.505 0.605 0.2333 -0.009 0.003 0.015 0.012 0.482 0.586

Page 1

TEST.71 '•

0.2500 -0.009 0.006 0.015 0.012 0.463 0.567 0.2666 -0.009 0.006 0.015 0.012 0.444 0.548 0.2833 -0.009 0.003 0.015 0.009 0.428 0.526 0.3000 -0.009 0.003 0.015 0.012 0.412 0.513 0.31 66 -0.012 0.003 0.015 0.009 0.393 0.497 0.3333 -0.012 0.006 0.015 0.009 0.377 0.481 0.4166 -0.012 0.003 0.015 0.009 0.310 0.408 0.5000 -0.012 0.000 0.012 0.009 0.255 0.348 0.5833 -0.012 -0.003 0.012 0.009 0.211 0.298 0.6666 -0.012 -0.003 0.012 0.009 0.172 0.253 0.7500 -0.009 -0.006 0.009 0.006 0.143 0.218 0.8333 -0.012 -0.006 0.006 0.006 0.121 0.190 0.9166 -0.012 -0.006 0.006 0.006 0.102 0.164 1.0000 -0.012 -0.009 0.006 0.006 0.086 0.145 1.0833 -0.012 -0.009 0.006 0.006 0.073 0.126 1.1 666 -0.009 -0.012 0.003 0.006 0.063 0.1 10 1.2500 -0.009 -0.012 0.003 0.006 0.054 0.098 1.3333 -0.009 -0.012 0.003 0.006 0.047 0.088 1.4166 -0.009 -0.012 0.003 0.006 0.041 0.079 1.5000 -0.006 -0.012 0.006 0.006 0.035 0.069 1.5833 -0.006 -0.012 0.009 0.006 0.028 0.060 1 .6666 -0.006 -0.009 0.009 0.006 0.025 0.053 1.7500 -0.006 -0.009 0.009 0.006 0.022 0.050 1.8333 -0.006 -0.009 0.009 0.009 0.022 0.044 1 .91 66 -0.009 -0.009 0.009 0.009 0.019 0.041 2.0000 -0.006 -0.009 0.009 0.006 0.015 0.041 2.5000 -0.006 -0.009 0.009 0.006 0.009 0.025 3.0000 0.000 -0.009 0.015 0.009 0.006 0.022

. :~o

3.5000 -0.006 -0.006 0.018 0.009 0.003 0.015 '

4.0000 -0.022 -0.012 0.012 0.003 -0.006 0.006 4.5000 -0.009 ·-0.01 5 0.009 0.006 -0.009 0.006 5.0000 -0.006 -0.012 0.015 0.009 -0.009 0.006 5.5000 -0.009 -0.006 0.015 0.012 -0.006 0.006 6.0000 -0.009 -0.015 0.009 0.009 -0.012 0.003

' 6.5000 -0.009 -0.012 0.009 0.009 -0.012 0.006 '

7.0000 -o.012 -0.015 0.009 0.009 -0.009 0.006 7.5000 -0.01 5 -0.015 0.009 0.006 -0.009 0.003 8.0000 -0.009 -0.009 0.015 0.009 -0.006 0.006 8.5000 -0.009 -0.012 0.012 0.009 -0.006 0.006 9.0000 -0.009 -0.009 0.018 0.009 -0.006 0.003 9.5000 -0.009 -0.006 0.021 0.012 -0.006 0.003 10.0000 -0.006 0.000 0.024 0.015 0.000 0.009 12.0000 -0.022 -0.018 0.006 0.000 -0.009 -0.003 14.0000 -0.009 -0.012 0.006 0.003 -0.012 -0.003

Page 2

TEST. 71

. .

16.0000 -0.015 -0.012 0.006 0.003 -0.015 -0.009 18.0000 -0.018 -0.022 -0.006 -0.006 -0.012 -0.006 20.0000 -0.018 -0.01 5 0.000 -0.003 -0.012 -0.006 22.0000 -0.022 -0.025 -0.009 0.000 -0.022 -0.009 24.0000 -0.012 -0.009 0.003 0.003 -0.009 -0.006 26.0000 -0.025 -0.031 -0.018 -0.009 -0.022 -0.012 28.0000 -0.012 -0.009 0.000 0.000 -0.015 -0.009 30.0000 -0.025 -0.025 -0.012 -0.006 -0.019 -0.012 32.0000 -0.015 -0.022 -0.012 -0.006 -0.015 -0.012 34.0000 -0.022 -0.015 -0.006 -0.009 -0.019 -0.009 36.0000 -0.015 -0.018 -0.003 -0.006 -0.015 -0.009 38.0000 -0.037 -0.044 -0.031 -0.025 -0.038 -0.031 40.0000 -0.018 -0.025 -0.012 -0.009 -0.022 -0.015 42.0000 -0.022 -0.034 -0.028 -0.018 -0.025 -0.019 44.0000 -0.028 -0.034 -0.018 -0.022 -0.028 -0.019 46.0000 -0.031 -0.050 -0.037 -0.025 -0.035 -0.022 48.0000 -0.028 -0.040 -0.024 -0.018 -0.035 -0.022 50.0000 -0.028 .•0.044 -0.031 -0.025 -0.028 -0.022 52.0000 -0.025 -0.03.1 -0.018 -0.022 -0.025 -0.022 54.0000 -0.025 -0.037 -0.024 -0.022 -0.028 -0.025 56.0000 -0.034 -0.047 -0.034 -0.028 -0.028 -0.028 58.0000 -0.025 -0.040 -0.028 -0.028 -0.028 -0.025 60.0000 -0.025 -0.028 -0.018 -0.018 -0.028 -0.025 62.0000 -0.022 . -0.031 -0.015 -0.025 -0.028 -0.022 64.0000 -0.028 -0.037 -0.024 -0.028 -0.035 -0.028 66.0000 -0.047 -0.059 -0.049 -0.044 -0.051 -0.041 68.0000 -0.034 -0.044 -0.034 -0.031 -0.031 -0.025 70.0000 -0.034 -0.044 -0.031 -0.031 -0.031 -0.028 72.0000 -0.040 -0.050 -0.040 -0.031 -0.041 -0.034 74.0000 -0.028 -0.047 -0.028 -0.028 -0.031 -0.025 76.0000 -0.031 -0.050 -0.031 -0.028 -0.041 -0.031

Page 3

FORMULA .................. .·.·.·.·.·.· .. ·.·.·.·.·.·.·.·.·.·.·.·. -:-:-:-:-:-:-:-:-:-:-:-:-:-:.:-:-:-:-

SYMBOL VALUE Lw 28 Le 23 rw 0.667 rc 0.421 yo 0 yt 0 t 1 c 2.2

LN(Re/rw) 2.7922 2.7922

l)Prr k #NUM!

SLUG 3.1 E INST

[

UMETCOMINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

---··-·-

~I~WER & RICE CALCULATION METHOD I ................ , .. ::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

f'- NOT FT/SEC

VAUI:>

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw I

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

I r T~~L~~- UR::~:·l E ---~~~ -~

Page 1

,. MONITORING WELL INSTALLATION RECORD

Elev. Depth (Feet) (Feet) Description

-415.44 ----..., -

414.02 1------l_SURVEY PIN ELEVATION 413

•57

O.O : CLAY: silty, sandy, brown

: CLAY: silty, gravelly {angular), tan-red -----

1 q - GRAVEL: (angular), clayey, silty, tan-red - CLAY: silty, gravelly (angular), tan-red

-: CLAY: silty, some gravel (angular) -

20i ---- SILT: sandy, clayey, gravelly (rounded), tan

30----------40-: -

usc Graphic USGS Log

Ill-ct. 11 ~ IGM- r:; GC

~ ~ ~ ~ II~

tl~ 1.1~ ~ ~ ~ ~ ~

-r------------------------------+--~~~ - ~ ----- -

50-= ------ /AJS. -""' --

60-: y~; ,_ !)~ =~ (/~ .::. t C. ·-:;; , : - .. : t .. :;;:,:: .. -

/

/. D

0 ':...--

/O~

Well Completion Detail

r--- WELL CAP 1-

VEN"TED 1-

/bP~r-1-1-

SURVEY--, ~ 1 CONCRE1E 1-

t'll'i l nu "' 1-REBAR 1-[~~:~ ... =.!.~~-~·· .1 :~ ~ :~·..;.:.! .• ~·:J 1-

CEMENT &

-=~ ' WElL RISER 1-BENTONITE 1111 6" PVC

1-GROUT. 1-

~ SCH 40 THO 1-r= 1-

BENTONITE ~ 1-1-

Pal£TS r= 1-r= 1-r= 1-

f= t-

r= 1-1-

'\/ f=

'0' t-r- 1-

~ I' 1-r- 1-r= 1-

~ 1-.·•jaR 1-r= . ·:· DIALlETER t-

~ 1-r= :: =. 16" I t-

~ . 1-

r= ... \i I-FILTER PACK - .. 1-

0.55-0.65 r= ·.· I'<) I I-t-- WElL sanNt\4 ""l 1-AND 0.8-1.2 ~ 6" STAINLESS • I-ARKHOLA r= STER 'MTH 0.012"

1-

~ 1-

r= MACHINE SLOT I-..... PREPACKED SCREEN 1-

~ ~ 1-r= I-

~ 1-

::t 3 r= 6" y '\' I-1-

-......! r-- PVC SCH 40 1-.. SUMP AND I-BOTTOM CAP 1-

II .. I-

1-1-1-1-1-

B.O.H. - 43.5 FT. 1-1-1-

'-w ::::28 1--L& = 23 ---r-w~t/.667' ---rc:. : o.42J ---

I -/fo = ( ·c.== 2 ,z. --

1-

L% ::: ~1>-R( 1-

~t::/' 1-r'<f' . ._, 1-1-

0.(

10.(

20.(

30.!

40.!

50.1

60.

~----~----~------------------------~--~~----~----------------------~r70.

B&F ENGINEERING. INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Well Record UR-91-3.1E

Job Name/Number 7-2439-0101 · Coordinates N. 27396 E. 77749 In stall at ion Date ~9:-:-....!:1 ~1-~9=-=1 =:--:---::-;-:-;=:---­Drilling Method HOLLOW STEM AUGER Drilled By WINNEK Logged By ..:.:WO~!..!-H __

ACAD NO. 172 Page 1 of 1

1 0. 0 0 0

1.000

y

1 N

f 0. 100 E E T

0. 0 10

0. 00 1

(-'J f"<,l- ~~J'~"S-< ~. •

t\1:) J j- d.t.~.e.. ~ 1M S ~LA,....e.;t'

TEST60A SLUG TEST DATA (WELL 3.1 E INSTALLED) Y VALUE PLOTIED IS -1 .O•RECORDED VALUE

---b<(),~o ·'1 ~

I

I t-;. 510 j,_ '<=· ••••• '""" -..... ~ Q t).~ o¥ t:J-t:O~ ~

"' ------r------.... -~·

" - t-- .....

"' 1-----"-- -"' ~c p~~~~l-t f' .J- rt-1 r-ons~

' h £A ~ LA'\ d-rt-q r.u-+ v-ri!Jr -.

J l>e_ S Yl-0 .f-. A tl ( w ~v,._l r,tiiL/t PI-\.

-- . '

. -

0 I 0 0 200 300 400 500 600

TIME IN SECONDS

i" • 't I,',·-- =s '•'it ,~ r.

TEST.60A

SE2000 Environmental Logger

11/13 00:40

Unit# UMETCO 1 Test 6

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 i.OOO Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/12 08:42:11

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- ---------·---------0.0000 -0.006 0.003 :-0.006 -0.003 0.0083 -0.003 0.000 -0.006 -0.003 0.0166 -0.075 0.003 -0.006 -0.003 0.0250 -0.629 0.006 -0.003 0.000 0.0333' -0.629 -0.729 -0.003 0.000 0.0416 -0.629 -0.Y33 ··. -0.003 -0.003 0.0500 -0.629 -0.701 0.000 -0.003 0.0583 -0.629 -0.745 -0.006 -0.003 0.0666 -0.629 -0.992 -0.006 0.000

0.0750'' -0.629 -0.837 -0.003 0.000 '·

0.0833 ., -0.629 -0.906 -0.003 -0.006 0.1000 -0.629 -0.884 -0.003 0.000 0.1166 -0.629 -0.894 -0.003 0.000 0.1333 -0.629 -0.894 -0.006 0.000 0.1500 -0.629 -0.881 -0.003 0.000 0.1666 -0.629 -0.884 -0.009 0.000 0.1833 -0.629 -0.881 -0.003 -0.003 0.2000 -0.629 -0.878 -0.006 -0.006 0.2166 -0.629 -0.878 -0.003 -0.003 0.2333 -0.629 -0.878 0.000 0.000

Page 1

~ ~ 23.1 E fo:J.G

..

TEST.60A

0.2500 -0.623 -0.875 -0.003 0.000 0.2666 -0.620 -0.872 -0.003 0.000 0.2833 -0.610 -0.868 -0.003 -0.003 0.3000 -0.601 -0.865 0.000 0.000 0.3166 -0.595 -0.862 -0.003 -0.003 0.3333 -0.588 -0.859 -0.003 -0.003 0.4166 -0.557 -0.853 -0.006 -0.003 0.5000 -0.532 -0.843 -0.003 -0.003 0.5833 -0.513 -0.831 -0.003 -0.003 0.6666 -0.498 -0.824 0.000 0.000 0.7500 -0.482 -0.815 -0.003 -0.003 0.8333 -0.463 -0.808 -0.006 0.000 0.9166 -0.451 -0.799 -0.003 0.000 1.0000 -0.444 -0.789 -0.003 0.000 1.0833 -0.432 -0.783 0.000 0.000 1.1666 -Q.426 -o.777 -o.003 -0.003 1.2500 -0.413 -0.771 -0.006 -0.003 1.3333 -0.410 -0.761 -0.003 0.000 1.4166 -0.404 -0.755 -0.006 -0.009 1.5000 -0.400 -0.748 -0.006 -0.003 1.5833 -0.391 -0.739 -0.009 0.000 1.6666 -0.388 -0.736 -0.012 -0.009 1.7500 -0.385 -0.729 -0.006 -0.006 1 .8333 -0.379 -0.720 -0.006 -0.009 1.9166 -0.372 -0.717 -0.006 -0.006 2.0000 -0.369 -0.710 -o.006 -o.003 2.5000 -0.357 -0.669 -0.009 -0.009 ' 3.0000 -0.338 -0.638 -0.006 -0.006 3.5000 ~ -0.325 -0.609 -0.009 -0.009 4.0000 -0.31 :> -0.578 -0.012 -0.009 4.5000 -0.297 -0.537 -0.009 -0.009 5.0000 -0.285 -0.505 -0.009 -0.009 5.5000 -0.275 -0.473 -0.015 -0.012 6.0000"'' -0.266 -0.445 -0.009 -0.009

'' 6.5000 -0.244 -0.420 -0.003 0.000 7.0000 -0.228 -0.391 0.003 0.003 7.5000 -0.225 -0.369 0.003 0.006 8.0000 -0.21 3 -0.347 0.003 0.003 8.5000 -0.203 -0.328 0.003 0.003 9.0000 -0.194 -0.309 0.003 0.006 9.5000 -0.184 -0.293 0.000 0.003 10.0000 -0.1 81 -0.274 0.003 0.000 12.0000 -0.150 -0.218 -0.003 0.003 14.0000 -0.128 -0.173 0.000 0.000

Page 2

TEST.60A

16.0000 -0.106 -0.145 -0.003 -0.003 18.0000 -0.087 -0.113 0.000 0.000 20.0000 -0.072 -0.091 -0.003 -0.003 22.0000 -0.053 -0.078 0.000 0.000 24.0000 -0.046 -0.063 -0.003 -0.003 26.0000 -0.034 -0.050 0.003 0.006 28.0000 -0.025 -0.041 0.000 0.000 30.0000 ·-0.018 -0.034 -0.003 0.000 32.0000 -0.009 -0.031 -0.003 -0.003 34.0000 -0.003 -0.025 0.003 0.006 ... 36.0000 0.006 -0.015 0.006 0.006

-

Page 3

FORMULA . ~ ................. ::::::::::::::::::::::::::::::::::::

SYMBOL VALUE

Lw 28 Le 23 rw 0.667 rc 0.421 yo 0.8 yt 0.1 t 105 c 2.2

LN(Re/rw) 2.7922 2.7922

k 2.13E-04

SLUG 3.1 E REM

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

~UWER ~RICE CALCULATION METHO~_j

.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· . ::::::::::::::::::::::::::::::::::::: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

PERMEABILITY CALCULATION

/ I WELL I UR-91-3.1E I l TEST NO 61 A REMOVAL

Page 1

y

I N

r E E T

TEST61A SLUG TEST DATA (WELL 3.1 E REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

10.000~--------~--------;---------;---------~--------;----------l

lA -:. 0· ~ I .) t)

1.000~~~------~--------;---------;---------;---------4----------

0. 1 0 0

'

. . .. ·· . .. .... .... --.. . . ----.. -

. ------- . -._ ----/ ~b=. ().{() ~--------~--------;---------;---------;---------4----------l-

\&1~

0.010~--------~--------;---------,_ ________ ,_ ________ 4-------~

O.OOI~========t========i========~========t=======~========~-0 I 0 0 200 300 400 500 600

TIUE IN SECONDS

Setups:

SE2000 Environmental Logger

11/13 00:35

Unit# UMETCO 1 Test 6

TEST.61 A

INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012- 0.008 0.002 Scale factor 9.905 9.995 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 11/12 09:18:38

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- -----~-- --------- ---------0.0000 ; 0.009 -0.015 0.003 0.006 0.0083 0.006 0.938 0.003 0.006 0.0166 0.313 0.894 0.003 0.006 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0;0750 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

0.582 0.726 0.780; 0.767-0.758 0.751

0.827 0.003 0.745 0.003 0.710 0.003 0.695 - 0.003 0.720 0.003 0.714 0.006

0.006 0.006 0.006 0.006 0.006 0.006

0.742 0.688 0.003 0.006 0. 736 0. 714 0.003 0.006 0.714 0.691 0.003 0.006 0. 701 0.698 0.003 0.006 0.686 0. 704 0.003 0.006 0.673 0.695 0.003 0.006 0.660 0.685 0.003 0.006 0.645 0.688 0.003 0.006 0.632 0.688 0.003 0.003 0.623 0.688 0.003 0.003 0.61 3 0.685 0.003 0.006

Page 1

• TEST.61 A

0.2500 0.598 0.682 0.000 0.003 0.2666 0.588 0.679 0.003 0.003 0.2833 0.579 0.679 0.003 0.003 0.3000 0.573 0.679 0.003 0.003 0.3166 0.560 0.673 0.003 0.003 0.3333 0.551 0.676 0.000 0.003 0.4166 0.507 0.666 0.000 0.003 0.5000 0.473 0.657 0.000 0.000 0.5833 0.444 0.650 0.000 0.000 0.6666 0.419 0.641 0.003 0.003 0.7500 0.397 0.635 0.000 0.003 0.8333 0.382 0.628 0.000 0.003 0.9166 0.366 0.622 0.000 0.003 1.0000 0.353 0.616 1"\ """" 0.003 v.uvv

1.0833 0.341 0.612 0.000 0.003 1.1666 0.328 0.606 0.000 0.003 1.2500 0.319 0.600 o.occ 0.003 1 .3333 0.313 0.594 0.000 0.003 1.4166 0.303 0.590 0.003 0.003 1.5000 0.297 0.584 0.003 0.003 1.5833 0.291 0.578 0.000 0.000 1.6666 0.288 0.571 0.000 0.000 1.7500 0.281 0.568 0.003 0.000 1.8333 0.278 . 0.562 0.000 0.003 1.9166 . 0.275 0.559 0.003 0.003 2.0000 0.269 0.552 0.000 0.003 2.5000 0.244 0.524 -0.003 0.000 3.0000 0.225 0.499 0.000 0.003 3.5000 0.213 0.477 0.000 0.003 4.0000 Q.203' 0.455 0.003 0.006 4.5000 0.194 . 0.436 0.003 0.006 5.0000 0.187 0.417 0.006 0.009 5.5000 0.181 0.401 0.006 0.009 6.0000 0.178 0.382 0.006 0.009 6.5000 0.169 0.366 0.003 0.006 7.0000. 0.162 0.350 0.003 0.003 7.5000 0.162 0.338 0.003 0.006 8.0000 0.156 0.325 0.006 0.006 8.5000 0.153 0.309 0.000 0.003

9.0000 0.1 so 0.300 -0.003 0.000

9.5000 0.140 0.284 0.000 0.000 10.0000 0.137 0.274 0.000 0.003 12.0000 0.128 0.233 0.006 0.006 14.0000 0.119 0.202 0.003 0.006

Page 2

_______ ._ ........... _. _______________ ~ .... --TEST.61 A

16.0000 0.115 0.173 0.003 0.006 18.0000 0.103 0.151 0.000 0.000 20.0000 0.093 0.132 0.003 0.003 22.0000 0.097 0.113 0.006 0.006 24.0000 0.090 0.097 0.000 0.000 26.0000 0.084 0.088 0.000 0.000 28.0000 0.078 0.078 0.009 0.009 30.0000 0.072 0.069 0.003 0.003 32.0000 0.068 0.060 0.000 0.003 34.0000 0.068 0.053 0.000 0.003 36.0000 0.062 0.047 0.000 0.003 38.0000 0.062 0.044 0.006 0.006 40.0000 0.062 0.041 0.006 0.012 42.0000 0.062 0.037 0.006 0.009 44.0000 0.056. 0.031 0.003 0.006 46.oooo· 0.059 0.0.31 0.006 0.006 48.0000 0.059 0.034 0.009 0.012 50.0000 0.056 0.031 0.003 0.006 .. 52.0000 0.050 0.025 0.006 0.012 54.0000 0.050 0.025 0.000 0.069 56.0000 !).059~ 0.025 0.012 0.085 58.0000 0.050 0.025 0.003 0.056 60.0000 0.050 0.022 0.015 0.056 62.0000 0.050 0.022 0.019 0.050 64.0000 0.050 0.022 0.019 0.041 66.0000 0.050 0.025 0.022 0.037

Page 3

r

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 54 Le 5 rw 0.24 rc 0.167 yo 0.44 yt 0.1 t 185 A 2.1 8 0.3

(H-Lw/rw) 6.0 LN(Re/rw) 3.0331

3.033

k 6.77E-05

SLUG 3.2 INST

[

UMETCO MINE.RALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

----·---

I Bc~UWE[~BJCE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

~- T~~L~~---~-Do-:~2.zi-;;;SERT---~

Page 1

MONITORING WELL INST ALLA TlON RECORD Elev. Depth Description USC Graphic Well Completion Detail (Feet) (Feet) USGS Log

411. 8(

--------

Concrete Well Apron

0 --+-------------_,~~~-~---~~~~ : Interval not logged 0-49' 'Nl'J - See log of 3. 1 a/

- . ?17;;. ~ \7

Locking Well Cap

Cement and : 1/\V\ m Riser-r-3 62 . 8 ~ 4 9 ---1-:lr~· l-,,-v-cr-u:-:.ay_--_n-:~~_a_s-;.t~.-:-.;: r--;LL-;::-Q.· 'i:-_-;-1';-ii':::;-MT_-:_r~·rT.Iu"'r IV:t:r.:':-0'7~::>1 360.8~ 51 -

Sodium Bentonite Grout

338.8~ 73

--------

~ -· ----------------------

Shale, dark gray to black, milky quartz in fractures 51' to 58' and 66' to 71'

==========~ ------------------------------aJ '

1 ~~T~Tr] ~~ Cf.l ~=:=:=:=:=:3 '\.1

t~~~~~~3 t-:-:-:-:-:-:-______

7£:' II

lll l..o:~::-r-+-. -- 5 -

. .J rn lmh Sand Pack ~ ~ rseal .. •

:::::: 5 Foot PVC ·. F ·· ,-" Ql ------ .... t::= .. ) V) \t ------ S( reen ---l~t::=i:::-=1· • Filter Pack r-:=:=~:=:=: ~ .-: ~ . ·: ) •

MIST R~

/<51 ~0 /5 Tt I LtV ::; 54 I

6-1~ ~·14 L~ - 5 I

t). /6 6-10

~ t )-gs ;;_ ~ o, lb7

L~ fw =- 2o· f'

A= .. :2.1

-------,-

',;;. ~ 73-=-- 0, :3 - ', -- ,_ ------

Monitoring Well Record uo-87-3.2

"

B &F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS. ARKANSAS 71913

(501) 767-2366

Job Name/Number Umetco 7-2439-0101 Coordinates N27344.56 E77499.08 Installation Date --1~2:.::-...:..1.::;-8~7'----------­D rillin g Method _:.:A:.;:.i.:..r ....:R;:.:o:.:::t~a.:..rv..:.,._ __ -:-=:-::---­Drilled By Disc logged By _.:,:;WD::.:H:;,_ __

Page 1 of

r r-r-r- 2 t-r-r r r- 0 r-r r-r-

5 r-r-r-r so t-r-r-r ..... r-- 55 r-r 1-

~ 60

!= 65 r

r- 70 ------:--r-t-r-r-r-r-t-r-,_ --r--..... r-r-r t-r-r-r-r-I-r-r r-----r-

1 0 0 0 0 0

1 0 0 0 0

y

I N

r 0 0 1 0 0 E E T

0 0 0 10

0 0 0 0 1

~ . .

-

TEST90A SLUG TEST DATA (WELL 302 INSTALLED) Y VALUE PLOTIED IS -1 oO•RECORDED VALUE

I

P-O·'f'f l I I 1---1--- .{:;1~5

1---~:~

I--~ 1---

0 2 0 40 60 80 1 0 0 1 2 0 1 4 0 1 6 0 1 8 0

litH IN SECONDS

/ jt ~ C)./0

-

-

200

__ ......____.. ___ ~ ....... ·~-·.-..._. __ , __ ---·--.....-~ ..... : ·----·-~ ---·-·--------··· ---------· -------- .... --.~~

Setups:

SE2000 Environmental Logger

11/1 3 00:11

Unit# UMETCO 1 Test 9

TEST.90A

INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0-011 0.01 2 0.008 0.002 Scale factor 9.905 9.993 10.047 i 0.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/12 1 3:59:59

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750

" 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

24.996 21.251 0.006 0.009 24.996 21.251 -0.069 0.009 24.996 21.251 -0.238 0.012 24.996 21 .251 -0.260 0.01 2 24.996 21.251 -0.244 0.012 24.996 -21.251 . 24.996 21.251 24.996 21.251 24.996 21.251 24.996 21.251 24.996 21.251 24.996 21.251 24.996 21 .251 24.996 21.251 24.996 21 .251 24.996 21.251 24.996 21.251 24.996 21.251 24.996 21.251 24.996 21.251

-0.263 -0.069 -0.285 -0.271 -0.272 -0.493 -0.276 -0.411 -0.272 -0.499 -0.272 -0.335 -0.272 -0.414 -0.269 -0.420 -0.269 -0.414 -0.266 -0.411 -0.266 -0.407 -0.266 -0.401 -0.263 -0.401 -0.263 -0.398 -0.263 -0.392

Page 1

____ ...... - ·-·-- .. :.. •• :;..::;,__ ·-----:...:..----------·--·-•' .. - .... --. ...... ..-...........:..:. .... J •

-- - -··- . - ··-~-·'·--~ -'-··-~

TEST.90A

0.2500 24.996 21.251 -0.260 -0.389 0.2666 24.996 21.251 -0.260 -0.385 0.2833 24.996 21.251 -0.260 -0.382 0.3000 24.996 21.251 -0.260 -0.382 0.3166 24.996 21.251 -0.257 -0.379 0.3333 24.996 21.251 -0.257 -0.373 0.4166 24.996 21.251 -0.253 -0.360 0.5000 24.996 21.251 -0.250 -0.347 0.5833

. 24.996 21.251 -0.247 -0.332

0.6666 24.996 21.251 -0.244 -0.322 0.7500 24.996 21.251 -0.238 -0.306 0.8333 24.996 21.251 -0.234 -0.297 0.9166 24.996 21.251 -0.231 -0.284 1.0000 24.996 2i.25i -0.225 -0.271 1.0833 24.996 21.251 -0.222 -0.262 1.1666 24.996 ?1 ?t;1

-· ·-- i -0.218 -0.253

1.2500 24.996 2i .251 -0.215 -0.243 1 .3333 24.996 21.251 -0.212 -0.237 1.4166 24.996 21.251 -0.209 -0.227 1.5000 24.996 21.251 -0.206 -0.221 1.5833 24.996 21.251 -0.203 -0.211 1.6666 24.996 21.251 -0.199 -0.205 1.7500 24.996 21.251 -0.193 -0.196 1 .8333 24.996 21.251 -0.190 -0.189 1.91 66 24.996 21.251 -0.1 87 -0.180 2.0000 24.996 21.251 -0.184 -0.173 2.5000 24.996 21.251 -0.1 61 -0.1 39 3.0000 24.996 21.251 -0.1 52 -0.117 3.5000 24.996 21.251 -0.139 -0.098 4.0000 24-.996 . 21.251 -0.126 -0.079 - . 4.5000 24.996 21.251 -0.120 -0.069 5.0000 24.996 21.251 -0.11 7 -0.069 5.5000 24.996 21.251 -0.107 -0.060 6.0000 24.996 21.251 -0.101 -0.056 6.5000- 24.996 21.251 -0.098 -0.053 7.0000 24.996 21.251 -0.092 -0.047 7.5000 24.996 21.251 -0.088 -0.050 8.0000 24.996 21.251 -0.082 -0.047 8.5000 24.996 21.251 -0.072 -0.041 9.0000 24.996 21.251 -0.063 -0.031 9.5000 24.996 21.251 -0.057 -0.025 10.0000 24.996 21.251 -0.050 -0.025 12.0000 24.996 21.251 -0.050 -0.031 14.0000 24.996 21.251 -0.041 -0.028

Page 2

TEST.90A

16.0000 24.996 21.251 -0.031 -0.025 18.0000 24.996 21.251 -0.025 -0.022 20.0000 24.996 21.251 -0.025 -0.018 22.0000 24.996 21.251 -0.025 -0.025 24.0000 24.996 21.251 -0.009 -0.006 26.0000 24.996 -21.251 -0.015 -0.01 5 28.0000 24.996 21.251 -0.009 -0.012 30.0000 24.996 21.251 -0.006 -0.009

Page 3

FORMULA ·:::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 54 Le 5 rw 0.24 rc 0.167 yo 0.45 yt 0.1 t 164 A 2.1 8 0.3

(H-Lw/rw) 6.0 LN(Re/rw) 3.0331

3.033

k 7.76E-05 -- ---- ------ - ----- ---- ---

SLUG 3.2REM

[

-UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

--------

CB<~u~:8 & RICE~AL~ULATION METHOD ]

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

I Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/ I WELL I U0-87-3.2 I l TEST NO 91 A REMOVAL _

Page 1

10. 0 0 0

1.000

y

I N

F 0. I 0 0 E E T

0. 0 10

0. 0 0 1

j 'Jo~ 1~ L

TEST91A SLUG TEST DATA (WELL 3.2 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

C>l{~

-----.._i t::. lb 'f '------..__

1------1------~

I I

6· I()

r---- ---.::.__ ; ':Jt -

.

0 20 4 0 6 0 80 1 0 0 1 2 0 1 4 0 1 6 0 I 8 0

TIME IN SECONDS

I

I ! I

I

-200

TEST.91 A

SE2000 Environmental Logger

11/13 00:02

Unit# UMETCO 1 Test 9

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 11/1214:30:18

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- ---------.--------- ---------0.0000 . 24.996 21.25) -0.019 -0.006 0.0083 24.996 21.251 0.165 -0.009 0.0166 24.996 21.251 0.288 0.284 0.0250 24.996 21.251 0.291 0.018 0.0333 24.996 21.251 0.291 0.246 0.0416 24.996 -~1.251 0.291 0.442 0.0500 24.996 21.251 0.285 0.452 0.0583 24.996 21.251 0.291 0.449 0.0666 24.996 21.251 0.285 0.442 0.07.50 24.996 21.251 0.288 0.442 0.0833"; 24.996 21.251 0.282 0.436 0.1000 . 24.996 21.251 0.285 0.433 0.1166 24.996 21.251 0.282 0.426 0.1333 24.996 21.251 0.279 0.423 0.1500 24.996 21.251 0.279 0.420 0.1666 24.996 21.251 0.276 0.417 0.1833 24.996 21.251 0.276 0.411 0.2000 24.996 21.251 0.272 0.407 0.2166 24.996 21.251 0.272 0.404 0.2333 24.996 21.251 0.269 0.398

Page 1

TEST.91A

0.2500 24.996 21 .251 0.269 0.395 0.2666 24.996 21 .251 0.269 0.392 0.2833 24.996 21 .251 0.266 0.389 0.3000 24.996 21.251 0.263 0.385 0.31 66 24.996 21.251 0.263 0.373 0.3333 24.996 21.251 0.263 0.373 0.4166 24.996 21.251 0.257 0.360 0.5000 24.996 21.251 0.250 0.341 0.5833 24.996 21 .251 0.247 0.328 0.6666 24.996 21.251 0.241 0.316 0.7500 24.996 21.251 0.238 0.303 0.8333 24.996 21.251 0.234 0.290 0.9166 24.996 21.251 0.228 0.278 1.0000 24.996 21 .251 0.222 0.265 1.0833 24.996 21.251 0.212 0.253 1.1666 24.996 21.251 0.206 0.240 1.2500 24.996 21 .251 0.203 0.230 1 .3333 24.996 21.251 0.196 0.218 1 .41 66 24.996 21 .251 0.190 0.208 1.5000 24.996 21.251 0.187 0.199 1.5833 24.996 21 .251 0.184 0.189 1.6666 24.996 21.251 0.180 0.183 1.7500 24.996 21 .251 0.180 0.180 1.8333 24.996 21.251 0.177 0.173 1.9166 : 24.996 21.251 0.174 0.164 2.0000 24.996 21.251 0.168 0.158 2.5000 24.996 21.251 0.149 0.123 3.0000 24.996 21.251 0.149 0.110 3.5000 24.996 21.251 0.142 0.098 4.0000 24.996 21.251 0.133 0.085 -4.5000 24.996 21.251 0.117 0.069 5.0000 24.996 21.251 0.107 0.056 5.5000 24.996 21.251 0.088 0.044 6.0000 24.996 21.251 0.079 0.031 6.5000 24.996 21.251 0.076 0.028 7.0000 24.996 21.251 0.076 0.031 7.5000 24.996 21.251 0.069 0.031 8.0000 24.996 21.251 0.066 0.028 8.5000 24.996 21.251 0.060 0.028 9.0000 24.996 21.251 0.057 0.022 9.5000 24.996 21.251 0.053 0.022 10.0000 24.996 21.251 0.050 0.022 12.0000 24.996 21 .251 0.044 0.022 14.0000 24.996 21.251 0.031 0.015

Page 2

TEST.91A

16.0000 24.996 21.251 0.025 0.012 18.0000 24.996 21.251 0.019 0.012 20.0000 24.996 21.251 0.015 0.009 22.0000 24.996 21.251 -0.003 -0.006 24.0000 24.996 21.251 -0.003 -0.009 26.0000 24.996 21.251 -0.019 -0.022

Page 3

FORMULA . ;::::::::::::::::::::::::::::::::::: ................... .................. SYMBOL VALUE

Lw 54 Le 5 rw 0.24 rc 0.167 yo 0.44 yt 0.1 t 159 A 2.1 8 0.3

(H-Lw/rw) 6.0 LN(Re/rw) 3.0331

3.033

k 7.88E-05

SLUG 3.2 INST 2

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STAN LEY SHALE SLUG TEST CALCULATION

r- souwrn&RicE cALCULATION METH:Q!iJ

.·.·.·.·.·.·.·.·.·.·.· .. ·.·.·.·.·.·.· . .................. :-:-:-:-:-:-:-:-:-:-:-:.:-:-:-:-:-:-: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

WELL U0-87-3.2 --~1-;;] I TEST NO I TST60 INSERT . --

Page 1

y

I N

r E E T

TST60 SLUG TEST DATA (WELL 3.2 INSTALLED) Y VALUE PLOTIED IS -1.0•RECORDED VALUE

10.000~------r------+------+-----~------~------r------+----~

1.000~------r------+------+------4------~------r------+------~

I 0 . 0 1 0

i I

',, ' I I

O.OOI~====~======i======t======~====~====~======t======± 0 50 1 0 0 1 50 200 250 300 350

TIME IN SECONDS

SE2000 Environmental Logger

11/14 09:25

Unit# UMETCO 1 Test 6

TST.60

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. ~/94 ~/76 3.1/942 3.2/880

3.\C 3.2c Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Unearity 0.022 0.001 0.008 0.002 Scale factor 9.976 10.018 10.047 10.023 Offset -0.005 -0.014 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 1 1/13 07:58:24

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

------------ --------- --------- --------- ---------0.0000 0.000 0.003. -0.060 0.000 0.0083 0.000 o.ooo· -0.281 0.003 0.0166 -0.415 -0.166 -0.256 -0.094 0.0250 -0.667 -0.607 -0.195 -0.532 0.0333 -0.981 -0.651 -0.290 -0.387 0.0416 -0.830 -:0.790 -0.284 -0.343 0.0500 -0.701 .:o.8o2 -0.284 -0.469 0.0583 -0.862 -0.569 -0.284 -0.444 0.0666 -0.849 -0.802 -0.278 -0.422 0.0750 -0.824 -0.500 -0.284 -0.434

' 0.0833 -0.81 1 -0.595 -0.281 -0.434 0.1000' -0.783 -0.569 -0.281 -0.428 0.1166 -0.771 -0.544 -0.278 -0.422 0.1333 -0.739 -0.522 -0.278 -0.422 0.1500 -0.689 -0.506 -0.275 -0.418 0.1666 -0.71 7 -0.487 -0.275 -0.41 2 0.1833 -0.692 -0.472 -0.275 -0.409 0.2000 -0.682 -0.456 -0.275 -0.403 0.2166 -0.664 -0.443 -0.271 -0.400 0.2333 -0.648 -0.431 -0.268 -0.400

Page 1

TST.60

0.2500 -0.635 -0.418 -0.271 -0.393 0.2666 -0.623 -0.406 -0.268 -0.390 0.2833 -0.610 -0.396 -0.268 -0.387 0.3000 -0.597 -0.387 -0.265 -0.384 0.3166 -0.585 -0.377 -0.265 -0.381 0.3333 -0.575 -0.368 -0.265 -0.378 0.4166 -0.525 -0.330 -0.262 -0.362 0.5000 -0.484 -0.295 -0.256 -0.349 0.5833 -0.446 -0.270 -0.249 -0.337 0.6666 -0.415 -0.245 -0.246 -0.324 0.7500 -0.387 -0.223 -0.243 -0.315 0.8333 -0.358 -0.207 -0.237 -0.308 0.9166 -0.336 -0.188 -0.233 -0.299 1.0000 -0.317 -0.176 -0.230 -0.289 1.0833 -0.298 -0.163 -0.227 -0.283 1.1666 -0.280 -0.1 51 -0.224 -0.277 1.2500 -0.264 -0.141 -0.224 -0.267 1 .3333 -0.248 -0.132 -0.221 -0.258 1.4166 -0.236 -0.122 -0.214 -0.252 1.5000 -0.223 -0.113 -0.214 -0.245 1.5833 -0.210 -0.107 -0.208 -0.239 1.6666 -0.201 -0.100 -0.205 -0.233 1.7500 -0.188 -0.094 -0.202 -0.226 1.8333 -0.179 -0.088 -0.199 -0.223 1.9166 : -0.173 -0.081 -0.195 -0.217 2.0000 -0.163 -0.078 -0.1 95 -0.211 2.5000 -0.122 -0.053 -0.180 -0.182 3.0000 -0.097 -0.040 -0.167 -0.163 3.5000 -0.075 -0.028 -0.154 -0.138 4.0000 -0.062 -:0.022 -0.142 -0.126 4.5000 -0.050 -'0.015 -0.132 -0.110 5.0000 -0.040 -0.009 -0.123 -0.097 5.5000 -0.034 -0.006 -0.116 -0.085 6.0000 -0.031 -0.003 -0.107 -0.081 6.5000 -0.028 -0.003 -0.101 -0.069 7.0000 ', -0.025 -0.003 -0.094 -0.063 7.5000 -0.022 -0.003 -0.088 -0.059 8.0000 -0.018 0.000 -0.085 -0.050 8.5000 -0.015 0.000 -0.079 -0.050 9.0000 -0.01 5 0.000 -0.075 -0.050 9.5000 -0.012 0.003 -0.069 -0.040 10.0000 -0.012 0.003 -0.066 -0.037 12.0000 -0.006 0.003 -0.053 -0.031 14.0000 -0.006 0.003 -0.041 -0.025

Page 2

TST.60

16.0000 -0.006 0.000 -0.037 -0.022 18.0000 -0.006 0.000 -0.031 -0.022 20.0000 -0.006 0.000 -0.028 -0.018 22.0000 -0.003 0.000 -0.022 -0.01 5 24.0000 -0.003 -0.003 -0.018 -0.015 26.0000 -0.006 -0.003 -0.022 -0.015 28.0000 -0.003 0.000 -0.015 -0.015 30.0000 -0.006 -Q.003 -0.015 -0.015 32.0000 -0.006 0.000 -0.015 -0.015 34.0000 -0.003 0.000 -0.012 -0.015 36.0000 -0.006 0.000 -0.01 5 -0.018 38.0000 -0.003 0.003 -0.009 -0.015

Page 3

FORMULA

SYMBOL

Lw Le rw rc yo yt t A B

(H-Lw/rw) LN(Re/rw)

k

I WELL

TEST NO

SLUG 3.2REM 2

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

c BOUWER-& RICE-CALCuLATION-METHQ~_j

:-:·:·:·:·:·:-:-:-:·:·:·:·:·:-:-:·:·: ·:·:·:·:·:·:·:-:-:-:-:·:·:·:·:·:-:-:·

VALUE

54 5

0.24 0.167 0.44 0.1 144 2.1 0.3 6.0

3.0331 3.033

8.70E-05

I U0-87-3.2 I TST61

::::::::::::::::::::::::::::::::::::: UNITS i

FT I

FT FT FT

SLOPE I

SLOPE SEC

CONSTANT CONSTANT CONSTANT I

CALCULATION:

I

FT/SEC I

REMOVAL I

SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

Lw=HEIGHT OF WATER Le=EFFECTNE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

Page 1

10.000

1.000

y

I N

f 0. 10 0 E E T

0.010

~.001

~ ~0 ':.

~

. '

TST61 SLUG TEST DATA (WELL 3.2 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

p.c.H

~ t-;_ J 4 Lf ............ r--..

~ ~ --r-:_ . j "

.

J t'~ 0. to

I

I

0 so 100 150 200 250 300

TIME IN SECONDS

. . .

350 400

Setups:

SE2000 Environmental Logger

11/14 09:22

Unit# UMETCO 1 Test 6

TST.61

INPUT 1 INPUT 2 INPUT 3 INPUT 4

Type Level (F) Level (F) Level (F) Level (F) Mode roc roc roc roc 1.0. ~O.eA/94 20.28/76 3.1/942 3.2/880

j,lC. J.2c.. Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.022 0.001 0.008 0.002 Scale factor 9.976 1 0.01 8 10.047 10.023 Offset -0.005 -0.014 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 11/13 08:37:57

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

------------ --------- --------- --------- ---------0.0000 0.472 0.865 -0.006 0.122 0.0083 1.003 0.091' -0.006 0.022 0.0166 0.859 0.450 0.433 0.138 0.0250 0.871 0.680 0.164 0.444 0.0333 0.868 0.768 0.287 0.437 0.0416 0.843 .0.727 0.290 0.437 0.0500 0.840 '0.711 0.284 0.437 0.0583 0.824 0.705 0.284 0.434 0.0666. 0.802 0.686 0.284 0.425 0~0750 0.796 0.673 0.271 0.434 O.OS33 0.774 0.664 0.281 0.422 0.1000 0.770 0.639 0.278 0.422 0.1166 0.742 0.617 0.275 0.415 0.1333 0.723 0.598 0.271 0.415 0.1500 0.704 0.579 0.271 0.396 0.1666 0.692 0.560 0.265 0.400 0.1833 0.676 0.544 0.268 0.396 0.2000 0.660 0.525 0.268 0.396 0.2166 0.645 0.513 0.265 0.390 0.2333 0.635 0.497 0.262 0.387

Page 1

TST.61

0.2500 . 0.623 0.481 0.265 0.384 0.2666 0.607 0.469 0.265 0.381 0.2833 0.597 0.456 0.262 0.378 0.3000 0.585 0.443 0.256 0.371 0.3166 0.575 0.431 0.259 0.368 0.3333 0.563 0.421 0.259 0.365 0.4166 0.516 0.371 0.252 0.352 0.5000 0.475 0.330 0.249 0.330 0.5833 0.437 0.295 0.246 0.321 0.6666 0.405 0.267 0.237 0.311 0.7500 0.377 0.242 0.237 0.302 0.8333 0.352 0.220 0.230 0.292 0.9166 0.330 0.204 0.227 0.286 1.0000 0.308 0.188 0.224 0.277 1.0833 0.289 0.173 0.221 0.270 1.1666 0.273 0.163 0.218 0.261 1.2500 0.258 0.151 0218 0.252 1 .3333 0.242 0.141 0.211 0.245 1.4166 0.229 0.132 0.208 0.239 1.5000 0.220 0.125 0.205 0.233 1.5833 0.204 0.116 0.202 0.229 1.6666 0.191 0.113 0.199 0.220 1.7500 0.185 0.107 0.195 0.214 1.8333 0.176 0.100 0.189 0.207 1.9166 0.169 0.097 0.192 0.204 2.0000 0.160 0.091" 0.189 0.198 2.5000 0.116 0.066 0.167 0.166 3.0000 0.091 0.053 0.158 0.144 3.5000 0.075 0.044 0.145 0.126 4.0000 0.059 0.037 0.135 0.113 4.5000 0.047 '0.028 0.123 0.094 5.0000 0.040 0.028 0.113 0.085 5.5000 0.034 0.025 0.107 0.072 6.0000 0.031 0.022 0.097 0.059 6.5000 0.028 0.022 0.091 0.056 7.0000' 0.022 0.022 0.082 0.047 7.5000 0.022 0.018 0.072 0.040 8.0000 0.018 0.018 0.075 0.034 8.5000 0.015 0.018 0.066 0.037 9.0000 0.015 0.018 0.066 0.034 9.5000 0.012 0.018 0.060 0.028 10.0000 0.012 0.018 0.056 0.028 12.0000 0.009 0.015 0.047 0.018 14.0000 0.009 0.012 0.034 0.015

Page 2

TST.61

16.0000 0.006 0.012 0.028 0.009 18.0000 0.003 0.009 0.022 0.006 20.0000 0.006 0.012 0.015 0.006 22.0000 0.003 0.009 0.009 0.003 24.0000 0.003 0.009 0.009 0.003 26.0000 0.003 0.009 0.006 0.003 28.0000 0.003 0.009 0.006 0.003 30.0000 0.003 0.009 0.006 0.003 32.0000 0.003 -0.006 0.003 0.003 34.0000 0.003 0.006 0.003 0.003 36.0000 0.003 0.006 0.006 0.003 38.0000 0.003 0.003 0.003 0.000 40.0000 0.003 0.006 0.003 0.000

Page 3

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 87 Le 44 rw 0.411 rc 0.25 yo 0.88 yt 0.1 t 695 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8338

3.834

k 8.52E-06 --- - ------- --- ----- - --

SLUG 3.28 INST

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

------

L®YWEI~_ & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC ----- ------ ---

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERM EA81LITY CALCULATION

I I WELL I UR-91-3.28 I l TEST NO 80 INSERT

Page 1

----· WELL INSTALLATION RECORD Elev. Depth

(Feet) (Feet) Description USC Graphic: Well Completion Detail

411.84

410.20

409.81

-

-

tOP WIEU- 410:?:5?-t 2'25-: 4/z?ff ..SZ.. = 4/Z :z~- /7 ~ ~ =3<f4t:tt.

-1---- SURVEY PIN ElEVAllON

0. 0 . Sll : ~. sandy, brown

_ CLAY: suty, sandy, gravelly (angular) tan-red

USGS Lag

v.ru. CAP VENlED

CONCRm PAD 'MTH f--

/o~P suR~-::1 1 REBAR

O,::"LIVEZL- A ...,....,.,I...,._,.~ J·t~:~·;..=.,:.~l:!· ~· .. ~ • .-~-..=.~-~!1

~ ~~B.H. 0.0

:' ~ ~~ ::1: ~ ~ ~ ~~~ElER f--

:A--"-GR.--OU_T_,._ \7_ --1"1-"~~ ""---f'l~ 'N-~~V-=---+1- 1 0.

'~ ~I "'" ~ ~Jr:f L

10-

GRAVU: {angular to subongulor), doyey, suty 20-

.z ! ~ ~ ~~~~· ·~ ~ ~ SlEEl

1- 20.

30 ~t-S-AN_D_: -su-ty.-g-ro-ve-lly-{-ro-un-ded-)-. -to-n -----l-"--w----!.-P~Yao'-6;;-..F.J~

1

~~ ~~ I 'f>~OOOOO~< !'---"" ~"" I p~aoooo~< I ~ '\ 1"\ "'-,

-

1

p~o~o~o~c I i'._ "'-, ~ ""-Poooooo~d ~ "'-, ~ "'-,

40 - 1. ~~~o~o~~, ; ~ ~~\-~ · 'p~o0o0o~c 1 ~

-t---------------+--f.ll~,.;:.o...,;0oA0o~~c I B.H ~ 1"\ "-, diAI.lmR 5:\ 1"\ "'-, SHALE: gray, weathered, with iron stains, _---_- f<'

50 - quartz veins ----_- i 9 ?/8" -"'-' -~I- v.ru. RISER

f--

1- 30.

f--

1- 40.

f--

1- 50.

- SHALE: gray, quartz veins, _-_-_- u..u:.•" 1----

60 _ siltstone stringers - 53' to 55' - ~--- TRAUZER-k~!) - _-_-_ AINL£SS STEEL .•. ~ . ·.:

- L-u.J: 87 I ------ _-: :J= :.:. I-

1- 60.

----~ ~Cl,T~iE - llil: . f---ilii. _.SCH ,.,. nufll" lHD

------ · .. t-- . . . v.ru. SCREEN 70- I _ .::;. 44 1

------ . ·. ~ ••· 6" Pl'fc SCH 401- 70. L-B ------ . -~. ·: 0.02 t.IAQiiNE

-siltstone stringer at 79' rw::; £),4/l I ====== ~ :;( /l~~L·:.: SLOT f--

80- r 0 z~ I ------ -J" :··_.·t=:: __ : ~ 1- 80. IG.:::. , -;; ------ .· -~- . ~

- Le~r11 , _- /"1 =-=-=- FILlER PACK:::~:<·. f--lf,.._, (./ _-_-_- 0.8-1.2 ·. ~ ·.·

A ,.- _-_-_- ARKHOLA- .. · ==··.: 1- 90. . ~ 4,!!;:;1 --- ... ~.: --- ··. =···. SU~ AND

- quartz - 94' 'to 96' 8: ..;..... I I :7 ; .· . ------ ~TRAUZER- ~- -~ 1- oontl.f CAP f-

;)lnono.L ...... .,,....... 1- 1 QQ.

78-r~C);INS T~h! )~'i)

go-

100-B.O.H. = 98.12 FT.

· - u o e; , 'fi 5 _ ,. o , S6 " 110 - ~ -t:: C) , I() ./ - .,.-;; 0 I I 0 1- 110.

683 &,~{ Well Record UR-91-3.2B B& ENGINEERING. INC. I

Job Name/Number 7-2439-0101 Coordinates N. 27275 E. 77 457

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

-r r.UJ::t g 0 :6/

~0 (),<8g {).88

-f&-t o.ltJ Ch/0

lj 695 h'-Lf

Installation Date .:::.9----=c9_-~9..:...1 ---.,----­Drilling Method HOU.OW STEM AUGER/AIR ROTARY Drilled By WINNEK Logged By ..:..:WD.!:<.!..!.H __

ACAD NO. 175 Page 1 of 1

y

I N

1 0. 0 0

1. 00

r o. 1 o E E T

0. 01

o.oo

0

(1.--:

0

0

1

TESTBO SLUG TEST DATA (WELL 3.28 INSTALLED) YVALUE PLOTIED IS -1.0•RECOROEO VALUE

/ "1o:: o ,g'l

~ ~

~- t- tt,ac:-. . - /oJ I . . J ()./0

~

""· . . jt -~

__/_

~ . -~

~

-

. '

0 200 400 600 800

TIME IN SECONDS

. -........

1000

. . . ---"-'-·· .... ~---~..&.--.---- .. -... .._'-'- ....... -. --. -·~- -·- . -.--- .·. . . -. -. -.-. ' - . ,, ·'. . . -··· . . -·- --~--·-·-·-....___,__ _____ . ......,._,_,_._,_~ .. ...-_-.r-~----- ..... -..

TEST.80

SE2000 Environmental Logger

11/13 00:22

Unit# UMETCO 1 Test 8

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC I. D. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 0/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -o.OC3 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.01 0 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

StepO 11/1212:37:45

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 -0.006 -0.01.8 -0.012 -0.006 -0.003 -0.006 0.0083 -0.006 -0.015 -0.012 -0.006 -0.006 -0.006 0.0166 -0.003 -0.621 -0.012 -0.006 -0.006 -0.006 0.0250 -0.003 -1.154 -0.015 -0.006 -0.006 -0.009 0.0333 -0.003 -0.854 -0.012 -0.006 -0.006 -0.006 0.0416 -0-;.003 :-0.488 -0.015 -0.006 -o.006 -0.009 0.0500 -0.003 --0.759 -0.012 -0.006 -0.006 -0.006

0.0583 -0.003 -0.558 -0.015 -0.003 -o.006 -0.006 0.0666 -0.003 -0.567 -0.015 -0.006 -0.006 -0.006 0.0.750 -0.003 -0.564 -0.012 -0.003 -0.006 -0.006 0.0833 -0.003 -0.545 -0.015 -0.006 -0.006 -0.006 0.1000 -0.003 -0.520 1.736 -0.006 -0.006 -0.006 0.1166 -0.003 -0.501 -0.403 0.003 -0.006 -0.006

0.1333 -0.006 -0.482 -0.403 0.006 -0.006 -0.006 0.1500 -0.003 -0.463 -0.403 0.006 -0.006 -0.006 0.1666 -0.003 -0.447 -0.403 0.006 -0.006 -0.006

0.1833 -0.003 -0.435 -0.403 0.006 -0.006 -0.009

0.2000 0.000 -0.422 -0.403 0.006 -0.006 -0.006 0.2166 0.000 -0.406 -0.403 0.006 -0.006 -0.006 0.2333 -0.003 -0.394 -0.403 0.006 -0.006 -0.006

Page 1

TEST.80

0.2500 -0.003 -0.381 -0.403 0.006 -0.006 -0.006 0.2666 -0.003 -0.372 -0.403 0.006 -0.006 -0.006 0.2833 -0.003 -0.362 -0.403 0.006 -0.006 -0.006 0.3000 -0.003 -0.356 -0.403 0.006 -0.006 -0.006 0.3166 -0.003 -0.343 -0.403 0.009 -0.006 -0.006 0.3333 -0.003 -0.334 -0.403 0.006 -0.009 -0.006 0.4166 -0.003 -0.299 -0.403 0.009 -0.009 -0.006 0.5000 0.000 -0.268 -0.403 0.006 -0.006 -0.006 0.5833 -0.003 -0.242 -0.403 0.009 -0.006 -0.006 0.6666 -0.003 -0.220 -0.403 0.006 -0.006 -0.006 0.7500 -0.006 -0.201 -0.403 0.006 -0.006 -0.006 0.8333 -0.003 -0.186 -0.403 0.009 -0.006 -0.003 0.9166 -0.006 -0.170 -0.403 0.006 -0.003 -0.006 1.0000 -0.006 -0.157 -0.403 0.006 -0.003 -0.003 1.0833 -0.006 -0.145 -0.403 0.006 -0.006 -0.003 1.1666 -0.009 -0.135 -0.403 0.006 -0.006 0.000 1.2500 -0.006 -0.122 -0.403 0.006 -0.003 0.000 1 .3333 -0.009 -0.11 3 -0.403 0.006 -0.003 -0.003 1.4166 -0.009 -0.104 -0.403 0.006 -0.003 0.000 1.5000 -0.009 -0.094 -0.403 0.006 -0.003 0.003 1.5833 -0.006 -0.088 -0.403 0.009 0.000 0.003 1.6666 -0.009 -0.081 -0.403 0.006 0.003 0.003 1.7500 -0.009 -0.078 -0.403 0.006 0.000 0.003 1 .8333 -0.009 ~0.075 -0.403 0.006 0.000 0.003 1.91 66 -0.006 -0.072 -0.403 0.006 0.003 0.003 2.0000 -0.009 -0.066 -0.403 0.006 0.003 0.003 2.5000 -0.015 -0.040 -0.403 0.006 0.003 0.000 3.0000 -0.012 -0.034 -0.403 0.006 0.003 0.000 3.5000 -0.022 -0.037 -0.403 0.000 -0.003 -0.003 4.0000 -0~018 :-0.025 -0.403 0.003 -0.003 -0.003 4.5000 -0.009 -0.015 -0.378 0.009 0.003 0.006

5.0000 -0.022 -0.025 -0.356 0.000 0.000 0.000 5.5000 -0.028 -0.025 -0.321 -0.003 -0.009 -0.006 6.0000 -0.015 -0.009 -0.281 0.006 0.000 0.003 6.5000 -0.009 -0.003 -0.249 0.009 0.006 0.006 7.0000 -0.012 -0.006 -0.231 0.009 0.006 0.006 7.5000 -0.018 -0.01 5 -0.218 0.000 0.000 0.000 8.0000 -0.025 -0.018 -0.203 0.000 -0.009 -0.006 8.5000 -0.025 -0.025 -0.190 -0.003 -0.006 -0.006 9.0000 -0.022 -0.012 -0.162 -0.003 -0.006 0.000 9.5000 -0.015 -0.009 -0.149 0.003 0.003 0.003 10.0000 -0.01 5 -0.006 -0.1 31 0.006 0.000 0.006 12.0000 -0.025 -0.012 -0.099 -0.003 -0.012 -0.006 14.0000 -0.012 -0.009 -0.065 0.000 -0.003 0.003

Page 2

• • .·.·- •• ~ • J •• ···~ • - ~ ••

TEST.80

16.0000 -0.018 -0.015 -0.046 -0.006 -0.009 -0.006 18.0000 -0.015 -0.015 -0.037 -0.006 -0.009 -0.003 20.0000 -0.040 -0.040 -0.049 -0.018 -0.028 -0.022 22.0000 -0.012 -0.012 -0.01 5 -0.003 -0.003 0.000 24.0000 -0.006 -0.006 -0.003 -0.003 0.000 0.003 26.0000 -0.022 -0.022 -0.009 -0.01 5 -0.015 -0.012 28.0000 -0.025 -0.028 -0.018 -0.022 -0.022 -0.01 2 30.0000 . -0.028 -0.037 -0.028 -0.018 -0.025 -0.022 32.0000 -0.009 -0.022 -0.006 -0.009 -0.012 -0.009 34.0000 -0.012 -0.015 -0.003 -0.009 -0.009 -0.006 36.0000 -0.006 0.059 0.000 -0.006 0.000 0.000

Page 3

;,

l

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 87 Le 44 rw 0.411 rc 0.25 yo 0.88 yt 0.1 t 624 A 4.5 B 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8338

3.834

k 9.49E-06

SLUG 3.28 REM

[

-UMETC:O MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

---------------

I B~UWE~& RicE cALCULATION METHOD

::::::::::::::::::::::::::::::::::: ~: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC I

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

I I WELL I UR-91-3.28 I l TEST NO 81 REMOVAL

Page 1

10.000

1. 0 00

y

I N

f 0. 100 E E T

. 0.010

0.001

0

TEST81 SLUG TEST DATA (WELL 3.28 REMOVED) Y VALUE PLOTTED IS RECORDED VALUE

j =.(),1;'6

/0

I . . . . t = b'J..~

k .! '":! ~:~.o.Jl ~

-

..

200 400 600 800

TIME IN SECONDS

I I

. .

1000

TEST.81

SE2000 Environmental Logger

11/13 00:17

Unit# UMETCO 1 Test 8

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F)

Mode TOC TOC TOC TOC TOC TOC I. D. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 1.000 1.000 Linearity 0.022 -o.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.01 8 1 0.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.01 0 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 11/12 13:13:52

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 -0.006 0.028 0.793 -0.003 -0.003 0.000 0.0083 -0.006 -0.072 0.843 -0.006 -0.003 -0.003 0.0166 -0.006 0.233 0.930 -o.003 -o.003 0.000 0.0250 -0.006 0.406 0.902 -0.003 -0.003 -0.003 0.03-33 -0.006 0.513 0.899 -0.003 0.000 0.000 0.0416 -0.006 :0.696 0.908 -0.003 -0.003 0.000 0.0500 -0.006 0.674 0.899 -0.003 0.000 0.000 0.0583 -0.006 0.652 0.887 -0.003 -0.003 0.000 0.0666 -0.003 0.640 0.893 -0.003 -0.003 0.000 0.0750 -0.006 0.630 0.890 -0.003 -0.003 0.000 0.0833 ' -0.003 0.618 0.893 -0.003 -0.003 0.000 0.1000 -0.003 0.599 0.887 -0.003 -0.003 0.000 0.1166 -0.003 0.580 0.880 -0.003 -0.003 0.000 0.1333 -0.003 0.564 0.877 -0.003 -0.003 0.000 0.1500 -0.006 0.551 0.871 -0.003 0.000 -0.003 0.1666 -0.003 0.536 0.868 -0.006 -0.003 0.000 0.1833 -0.006 0.523 0.862 -0.003 -0.003 0.000 0.2000 -0.006 0.507 0.862 -0.003 -0.003 0.000 0.2166 -0.006 0.491 0.858 -0.003 -0.003 -0.003 0.2333 -0.006 0.482 0.855 -0.003 -0.003 -0.003

Page 1

TEST.81

0.2500 -0.003 0.466 0.852 -0.003 0.000 -0.003 0.2666 -0.006 0.454 0.849 -0.003 -0.003 -0.003 0.2833 -0.006 0.441 0.846 -0.003 -0.003 0.000 0.3000 -0.006 0.431 0.843 -0.003 -0.003 0.000 0.3166 -0.006 0.422 0.840 -0.003 -0.003 -0.003 0.3333 -0.003 0.409 0.837 -0.003 -0.003 -0.003 0.4166 -0.003 0.362 0.824 -0.003 -0.003 0.000 0.5000 -0.009 0.321 0.812 -0.003 -0.003 -0.003 0.5833 -0.009 0.283 0.799 -0.006 -0.003 -0.006 0.6666 -0.009 0.252 0.783 -0.006 -0.006 -0.006 o.75oo -0.009 0.223 0.771 -0.009 -0.009 -0.009 0.8333 -0.012 0.195 0.758 -0.009 -0.012 -0.009 0.9166 -0.012 0.173 0.743 -0.012 -0.012 -0.012 1.0000 -0.012 0.1 51 0.730 -0.009 -0.015 -0.015 1.0833 -0.012 0.135 0.721 -0.012 -0.015 -0.015 1.1666 -0.015 0.119 0.705 -0.012 -0.019 -0.015 1.2500 -0.015 0.100 0.693 -0.012 -0.022 -0.015 1.3333 -0.015 0.088 0.680 -0.012 -0.022 -0~01 9 1.4166 -0.015 0.078 0.668 -0.01 2 -0.022 -0.022 1.5000 -0.012 0.069 0.659 -0.012 -0.025 -0.019 1 .5833 -0.012 0.059 0.652 -0.009 -0.025 -0.01 5 1.6666 -0.009 0.056 0.643 -0.009 -0.022 -0.01 5 1.7500 -0.006 0.050 0.634 -0.006 -0.022 -0.015 1.8333 -0.003 0.044 0.624 -0.006 -0.022 -0.01 2 1.9166 -0.003 0.040 0.618 -0.003 -0.019 -0.012 2.0000 -0.003 0.034 0.609 -0.003 -0.019 -0.009 2.5000 -0.003 0.006 0.543 -0.009 -0.022 -0.012 3.0000 0.000 -0.003 0.499 -0.009 -0.022 -0.009 3.5000 0.003 -0.009 0.459 -0.006 -0.015 -0.006 4.0000 0.009 ~0.012 0.421 -0.003 -0.015 -0.006 4.5000 0.006 -0.009 0.393 -0.009 -0.015 -0.009 5.0000 0.006 -0.009 0.362 -0.006 -0.012 -0.003 5.5000 0.000 -0.015 0.327 -0.009 -0.015 -0.003 6.0000 0.003 -0.015 0.299 -0.009 -0.015 -0.009 6.5000 0.000 -0.022 0.271 -0.012 -0.022 -0.009 7.0000 0.000 -0.025 0.249 -0.012 -0.019 -0.009 7.5000 0.000 -0.018 0.234 -0.009 -0.015 -0.006 8.0000 0.006 -0.018 0.209 -0.009 -0.009 -0.003 8.5000 0.000 -0.025 0.184 -0.012 -0.015 -0.006 9.0000 0.000 -0.025 0.174 -0.01 2 -0.019 -0.009 9.5000 -0.003 -0.025 0.162 -0.012 -0.022 -0.012 10.0000 0.000 -0.025 0.153 -0.012 -0.015 -0.003 12.0000 -0.003 -0.028 0.106 -0.015 -0.012 -0.003 14.0000 0.006 -0.012 0.090 -0.003 -0.003 0.003

Page 2

. -·' . ·-. '· .... ' - " -·- '· . . ~ . . . .. -·- ._, ____ ~-·-----~._~.:_...:.._ __ :...:... ___ ..___:.~------

TEST.81

16.0000 0.000 -0.022 0.056 -0.012 25.294 22.542 18.0000 -0.006 -0.034 0.028 -0.015 25.294 22.542 20.0000 -0.012 -0.034 0.015 -0.018 25.294 22.542 22.0000 -0.028 -0.050 -0.012 -0.028 25.294 22.542 24.0000 -0.012 -0.028 -0.003 -0.012 25.294 22.542 26.0000 -0.015 -0.040 -0.012 -0.018 25.294 22.542 28.0000 -0.025 -0.040 -0.021 -0.022 25.294 22.542 30.0000 -0.022 -0.037 -0.018 -0.018 25.294 22.542 32.0000 -0.012 -0.028 -0.009 -0.015 25.294 22.542

Page 3

! l \

>i . :

:j ·! l

1

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 87 Le 44 rw 0.411 rc 0.25 yo 0.85 yt 0.1 t 683 A 4.5 B 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8338

3.834

k 8.53E-06 --·

SLUG 3.28 INST 2

[

-UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

---·

0QUWER & RICE CALCULATION METHOD )

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT I FT

FT I

FT I

SLOPE I !

SLOPE SEC

CONSTANT CONSTANT CONSTANT 1

CALCULATION!

I

!

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

WELL UR-91-3.28 I TEST NO I 90 I INSERT l Page 1

1 0. 0 0 0

1.000

y

1 N

f 0. 1 0 0 E E T

0. 0 10

0. 0 0 1

TEST90 SLUG TEST DATA (WELL 3.28 INSTALLED) Y VALUE PLOTIED IS -1.0•RECORDED VALUE

·""' j ~ (9, '{:;:;

J 0

-~ ~I . . t;. ~<33

~ ....________ I " 'c-~ ~

-

6-lf5

r---·

0 200 400 600 800

TIME IN SECONDS

.

1 0 0 0

Setups:

TEST.90

SE2000 Environmental Logger

1 1/1 3 00:1 3

Unit# UMETCO 1 Test 9

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC I.D. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1.000 1.000 1.000 1.000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 0 1 1/12 13:59:59

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 o.oiso

0.000 0.006. 0.006 -0.003 25.294 22.542 0.003 0.006 0.003 -0.003 25.294 22.542 0.003 -0.009 -0.1 31 -0.003 25.294 22.542 0.003 -0.561 -0.365 0.012 25.294 22.542 0.000 -0.772 -0.365 0.01 2 25.294 22.542 o.oo3 ~o.655 -0.365 o.o1 2 25.294 22.542 0.003 -0.712 -0.365 0.009 25.294 22.542 0.003 -0.286 -0.365 0.003 25.294 22.542 0.003 -0.91 7 -0.365 0.012 25.294 22.542 0.003 -0.491 -0.365 0.009 25.294 22.542

0.0833 . 0.006 -0.567 -0.365 0.009 25.294 22.542 0.1000 0.006 -0.510 -0.365 0.009 25.294 22.542 0.11 66 0.006 -0.485 -0.365 0.009 25.294 22.542 0.1333 0.003 -0.463 -0.365 0.009 25.294 22.542 0.1 500 0.006 -0.444 -0.365 0.009 25.294 22.542 0.1666 0.003 -0.428 -0.365 0.009 25.294 22.542 0.1833 0.006 -0.416 -0.365 0.009 25.294 22.542 0.2000 0.003 -0.400 -0.365 0.012 25.294 22.542 0.2166 0.003 -0.384 -0.365 0.012 25.294 22.542 0.2333 0.003 -0.372 -0.365 0.012 25.294 22.542

Page 1

- . ~ . ~--::.._.:.;>.:-:·.·. ~--.,·:. :·.-:·~~:.-: -:·:-~-;: :_-.

TEST.90

0.2500 0.003 -0.362 -0.365 0.012 25.294 22.542 0.2666 0.003 -0.349 -0.365 0.012 25.294 22.542 0.2833 0.003 -0.340 -0.365 0.012 25.294 22.542 0.3000 0.003 -0.331 -0.365 0.012 25.294 22.542 0.3166 0.003 -0.321 -0.365 0.012 25.294 22.542 0.3333 0.003 -0.312 -0.365 0.009 25.294 22.542 0.4166 0.000 -0.274 -0.365 0.009 25.294 22.542 0.5000 -0.003 -0.245 -0.365 0.009 25.294 22.542 0.5833 -0.006 -0.217 -0.365 0.006 25.294 22.542 0.6666 -0.009 -0.198 -0.365 0.006 25.294 22.542 0.7500 -0.009 -0.179 -0.365 0.006 25.294 22.542 0.8333 -0.009 -0.160 -0.365 0.006 25.294 22.542 0.9166 -0.012 -0.145 -0.365 0.003 25.294 22.542 1.0000 -0.009 -0.132 -0.365 0.006 25.294 22.542 1.0833 -0.009 -0.1 22 -0.365 0.006 25.294 22.542 1.1666 -0.012 -0.110 -0.365 0.006 25.294 22.542 1.2500 -0.012 -0.100 -0.365 0.006 25.294 22.542 1.3333 -0.012 -0.094 -0.365 0.006 25.294 22.542 1.4166 -0.012 -0.088 -0.365 0.006 25.294 22.542 1.5000 -0.01 5 -0.081 -0.365 0.006 25.294 22.542 1.5833 -0.015 -0.075 -0.365 0.006 25.294 22.542 1.6666 -0.018 -0.066 -0.365 0.003 25.294 22.542 1. 7500 -0.015 -0.063 -0.365 0.006 25.294 22.542 1.8333 -0.018 -0.056 -0.365 0.006 25.294 22.542 1 .91 66 . -0.015 -0.050 -0.365 0.006 25.294 22.542 2.0000 -0.018 -0.044 -0.365 0.006 25.294 22.542 2.5000 -0.012 -0.025 -0.365 0.009 25.294 22.542 3.0000 -0.018 -0.018 -0.365 0.009 25.294 22.542 3.5000 -0.025 -0.012 -0.365 0.003 25.294 22.542 4.0000 -0.Q22 .:_0.003 -0.365 0.006 25.294 22.542 4.5000 -0.022 0.003 -0.365 0.006 25.294 22.542 5.0000 -0.028 -0.003 -0.340 0.000 25.294 22.542 5.5000 -0.028 -0.003 -0.309 0.000 25.294 22.542 6.0000 -0.034 -0.003 -0.284 -0.003 25.294 22.542 6.5000 -0.031 -0.003 -0.259 -0.003 25.294 22.542 7.0000 -0.028 -0.003 -0.237 0.000 25.294 22.542 7.5000 -0.031 -0.015 -0.228 -0.006 25.294 22.542

8.0000 -0.034 -0.012 -0.206 -0.009 25.294 22.542 8.5000 -0.031 -0.006 -0.184 -0.003 25.294 22.542 9.0000 -0.025 0.000 -0.165 0.000 25.294 22.542 9.5000 -0.018 0.003 -0.146 0.003 25.294 22.542 10.0000 -0.018 0.006 -0.131 0.003 25.294 22.542 12.0000 -0.022 0.000 -0.093 0.000 25.294 22.542 14.0000 -0.028 -0.006 -0.074 -0.009 25.294 22.542

Page 2

TEST.90

16.0000 -0.018 -0.003 -o.053 -0.006 25.294 22.542 18.0000 -0.025 -0.006 -0.040 -0.006 25.294 22.542 20.0000 -0.012 0.003 -0.021 0.000 25.294 22.542 22.0000 -0.025 -0.006 -0.028 -0.006 25.294 22.542 24.0000 -0.006 0.012 -0.006 0.003 25.294 22.542 26.0000 -0.012 0.009 0.000 -0.003 25.294 22.542 28.0000 -0.009 0.003 -0.006 0.000 25.294 22.542 30.0000 -0.009 0.003 -0.003 0.000 25.294 22.542

Page 3

' .-.

' ,_l

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 85 Le 44 rw 0.411 rc 0.25 yo 0.88 yt 0.1 t 641 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8207

3.821

k 9.21 E-06 ---·-··-

SLUG 3.28 REM 2

[

-UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

------

[]Q:UWER &RICECALCULATION METHOD ]

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

I I WELL I UR-91-3.28 I ] TEST NO 91 REMOVAL _

Page 1

y

I N

f E E T

TEST91 SLUG TEST DATA (WELL 3.28 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

10.000~----------+---------~-----------r----------+---------~

/ ":lo'D'tg 1.00~~~---------+----------,_----------+----------4----------~·-

~~- I 1-t, I t I I (!) '"1' I

, ~·. I "~· . · '-\ .... -o.Jo

~,__/~0 . 0.100~----------r----------+----------~~~~------+-~------.~-

O.OlO+r----------+----------;-----------+----------4---------~-

0.001~=========1==========t=========~========~==========t.-0 200 400 600 800 1 0 0 u

TIME IN SECONDS

·'•- ....... " - •'• _ • .._ •• ·, • - • • • • • • • • • ~ .... - • • • '~ 4. ~·· .. -

Setups:

TEST.91

SE2000 Environmental Logger

11/13 00:04

Unit# UMETCO 1 Test 9

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC

3. L 8 3·1

I. D. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 0/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -Q.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 1 0.01 8 1 0.092 1 0.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 11/1214:30:18

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 o.oz5o 0.0833. 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

-0.006 0.561 0.655 -0.003 -0.022 1.136 -0.003 1.289 0.930 -0.003 0.703 0.921 0.000 0. 700 0. 908 o.ooo ·o.693 o.908 0.000 0.000 0.000

-0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

. 0.671 0.899

0.659 0.899 0.646 0.899 0.640 0.896 0.627 0.893 0.608 0.887 0.595 0.890 0.573 0.877 0.561 0.877 0.545 0.871 0.529 0.868 0.517 0.862 0.504 0.865 0.491 0.858

0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542

0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.009 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.009 25.294 22.542

Page 1

0.2500 0.2666 0.2833 0.3000 0.3166 0.3333 0.4166 0.5000 0.5833 0.6666 0.7500 0.8333 0.9166 1.0000 1.0833 1.1666 1.2500 1.3333 1.4166 1.5000 1.5833 1.6666 1.7500 1 .8333 1.9166 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 12.0000 14.0000

TEST.91

0.000 0.479 0.855 0.009 25.294 22.542 0.000 0.466 0.852 0.006 25.294 22.542 0.000 0.457 0.849 0.006 25.294 22.542 0.000 0.444 0.846 0.006 25.294 22.542 0.000 0.431 0.843 0.009 25.294 22.542 0.000 0.422 0.843 0.009 25.294 22.542 0.003 0.375 0.827 0.009 25.294 22.542 0.000 0.334 0.815 0.009 25.294 22.542 0.003 0.299 0.802 0.009 25.294 22.542 0.003 0.003 0.003 0.003 0.006 0.003 0.003 0.000 0.000 0.000

-0.003 0.000 0.000 0.003

0.264 0.790 0.236 0.768 0.214 0.765 0.192 0.752 0.173 0.740 0.154 0.724 0.138 0.712 0.119 0.696 0.107 0.687 0.094 0.674 0.088 0.659 0.075 0.652 0.069 0.643 0.063 0.634

0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542 0.006 25.294 22.542 0.003 25.294 22.542 0.000 25.294 22.542 0.000 25.294 22.542 0.000 25.294 22.542 0.000 25.294 22.542 0.000 25.294 22.542 0.000 25.294 22.542 0.003 25.294 22.542

0.006 0.059 0.624 0.003 25.294 22.542 0.006 0.056 0.61 5 0.003 25.294 22.542 0.006 0.050 0.605 0.003 25.294 22.542 0.006 0.025 0.552 0.000 25.294 22.542 0.01 5 0.022 0.509 0.006 25.294 22.542 0.018 0.018 0.468 0.003 25.294 22.542 0.018 . 0.018 0.437 0.003 25.294 22.542 0.022 0.01 5 0.399 0.006 25.294 22.542 0.018 0.009 0.368 0.003 25.294 22.542 0.009 0.000 0.331 -0.003 25.294 22.542 0.009 -0.006 0.299 -0.006 25.294 22.542 0.003 -0.006 0.278 -0.003 25.294 22.542 0.006 0.000 0.265 0.009 0.006 0.249 0.009 0.006 0.231 0.012 0.006 0.21 5 0.009 0.003 0.1 99 0.009 0.003 0.187 0.006 0.003 0.1 7 4 0.009 0.009 0.1 3 7 0.009 0.009 0.1 06

0.000 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.003 25.294 22.542 0.006 25.294 22.542 0.006 25.294 22.542 0.009 25.294 22.542 0.009 25.294 22.542

Page 2

,:. ......... . . ... ·, '-t. ··''

TEST.91

16.0000 0.003 0.009 0.087 0.006 25.294 22.542 18.0000 0.009 0.009 0.068 0.006 25.294 22.542 20.0000 0.006 0.006 0.053 0.006 25.294 22.542 22.0000 -0.006 -0.003 0.034 0.000 25.294 22.542 24.0000 -0.015 -:-0.012 0.015 -0.006 25.294 22.542 26.0000 -0.025 -0.028 -0.006 -0.006 25.294 22.542

Page 3

FORMULA

SYMBOL

Lw Le rw rc yo yt t A 8

(H-Lw/rw) LN{Re/rw)

k

I WELL TEST NO

................... .................. ·················· :-:-:-:·:·:·:·:-:-:-:-:-:-:-:-:·:·:· VALUE

83 45

0.411 0.25 0.41 0.1 97 4.5 0.8 6.0

3.8252 3.825

3.86E-05

SLUG 3 .2C INST

[ ..

-UMETCO MINERALS CORPORATION··­HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

-----

UQUWER & RICE CALCULATION METHOD J ·················· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· :-:·:·:-:-:·:·:·:·:-:-:·:·:-:-:-:·:·: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/ I UR-91-3.2C I TST60 INSERT I

Page 1

---· Elev.

(F' .. t)

413.27

411.68

411.23

Depth (Feet)

10-

Description T 11J 51 A L-L

GRAVEL: (angular), silty, clayey, red 20-

USC Graphic USGS L09

Sll T: sandy, gravelly (rounded), ten 30 - TSI 60._ !/J'5T

I<EN1 ~w rsr t, 1

'

.J ~ ,," o.4J I ifc o.;o l u :: ,q1

50 ~.o.r:. SII,IIIL-L grey, quartz veins 50' to 65' -

60-

SILTSTONE: grey, black, 65'-66' 70 - SHALE: grey

SILTSTONE: stringers at 71' end 74.5' - r CONGLOMERATE

[rJVAuD

80 - SHALE: gray

-Lw = 87' Le= 43'

90 - quartz veins 90' to 95' 1 rw~ o.4/l

- siltstone- stringers. 95' to 98' y: .:: o, 2~/ c::::.

110-

I

I

-·-· -----------------

. ' Well Completion Detail

SUR~J\ 1._

CONCRE1E PAD 'MlH

r__REBAR

;

Yl£l.i RISER

1-

0.0

r- 30.0

6" PVC f-

SOi 40 THO f- 40.0

f- 50.0

1- 60.0

- 70.0

-

f- 90.0

''-'-""' "'''-U.. r- 100.0

8.0.H. = 98.11 FT.

f- 110.0

B&FENGINEERING, INC. Well Record UR-91-3.2C Job Name/Number 7-2439-0101 Coordinates N. 27248 E. 77544

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Installation Date .=.9-----=8_-..::::9..!..1 ______ _ Drilling Method HOLLOW STEM AUGER/AIR ROTARY

Drilled By WINNEK Logged By ""'WD=.:...:.H __

ACAD NO. 178 Page 1 of 1

1 0. 0 0 0

1 . 0 0 0

""' y

I N

f 0 . 1 0 E E T

0. 0 1

0.00

0

0

1

TST60 SLUG TEST DATA (WELL 3.2C INSTALLED) Y VALUE PLOTIED IS -l.O•RECORDED VALUE

~' ~ +'/ -~ ~ < I It~ en I . I . . .

~. V' t~H: ~ v· JD

~ ""'-~' .

""' ~ .

~~ .

' - ~

0 50 I 0 0 1 50 200 250 300

TIME IN SECONDS

-

-

.

. .

350 400

Setups:

SE2000 Environmental Logger

11/14 09:25

Unit# UMETCO 1 Test 6

TST.60

INPUT 1 INPUT 2 INPUT 3 INPUT 4

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. ~/94 ~/76 3.1/942 3.2/880

3.1 C 3.2c Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.022 O.OOi 0.008 0.002 Scale factor 9.976 10.01 8 10.047 10.023 Offset -0.005 -0.014 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/13 07:58:24

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4

0.0000 0.000 0.003 -0.060 0.000 0.0083 0.000 0.000 -0.281 0.003 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750

" 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

"

-0.41 5 -0.1 66 -0.256 -0.094 -0.667 -0.607 -0.1 95 -0.532 -0.981 -0.651 -0.290 -0.387 -0.830 :0.790 -0.284 -0.343 -0.701 -·0.802 -0.284 -0.469 -0.862 -0.569 -0.284 -0.444 -0.849 -0.802 -0.278 -0.422 -0.824 -0.500 -0.284 -0.434 -0.811 -0.595 -0.281 -0.434

. -0.783 -0.569 -0.281 -0.428 -0.771 -0.544 -0.278 -0.422 -0.739 -0.522 -0.278 -0.422 -0.689 -0.506 -0.275 -0.41 8 -0.71 7 -0.487 -0.275 -0.41 2 -0.692 -0.472 -0.275 -0.409 -0.682 -0.456 -0.275 -0.403 -0.664 -0.443 -0.271 -0.400 -0.648 -0.431 -0.268 -0.400

Page 1

5~ TJ.~Li.

~~ 3 .. 1 c 3, 2 c. 3. l 3 .

Dai:a, ~· 3. J c 3. -zc {)ltd p~-~ ~ tl-lt+-91

TST.60

0.2500 -0.635 -0.41 8 -0.271 -0.393 0.2666 -0.623 -0.406 -0.268 -0.390 0.2833 -0.610 -0.396 -0.268 -0.387 0.3000 -0.597 -0.387 -0.265 -0.384 0.31 66 -0.585 -0.377 -0.265 -0.381 0.3333 -0.575 -0.368 -0.265 -0.378 0.4166 -0.525 -0.330 -0.262 -0.362 0.5000 -0.484 -0.295 -0.256 -0.349 0.5833 -0.446 -0.270 -0.249 -0.337 0.6666 -0.415 -0.245 -0.246 -0.324 0.7500 -0.387 -0.223 -0243 -0.315 0.8333 -0.358 -0.207 -0.237 -0.308 0.9166 -0.336 -0.188 -0.233 -0.299 1.0000 -0.317 -0.176 -0230 -0.289 1.0833 -0.298 -0.163 -0.227 -0.283 1.1666 -0.280 -0.1 51 -0.224 -0.277 1.2500 -0.264 -0.141 -0.224 -0.267 1.3333 -0.248 -0.1 32 -0.221 -0.258 1.4166 -0.236 -0.122 -0.214 -0.252 1.5000 -0.223 -0.113 -0.214 -0.245 1.5833 -0.210 -0.107 -0.208 -0.239 1.6666 -0.201 -0.100 -0.205 -0.233 1.7500 -0.188 -0.094 -0.202 -0.226 1.8333 -0.179 -0.088 -0.199 -0.223 1.91 66 : -0.173 -0.081 -0.195 -0.217 2.0000 -0.163 -0.078' -0.195 -0.211 2.5000 -0.122 -0.053 -0.180 -0.182 3.0000 -0.097 -0.040 -0.167 -0.163 3.5000 -0.075 -0.028 -0.154 -0.138 4.0000 -0.062 -0.022 -0.142 -0.126 4.5000 -o.o5o -'0.015 -0.132 -0.110 5.0000 -0.040 -0.009 -0.123 -0.097 5.5000 -0.034 -0.006 -0.116 -0.085 6.0000 -0.031 -0.003 -0.107 -0.081 6.5000 -0.028 -0.003 -0.101 -0.069 7.0000 ', -0.025 -0.003 -0.094 -0.063 7.5000 -0.022 -0.003 -0.088 -0.059 8.0000 -0.018 0.000 -0.085 -0.050 8.5000 -0.015 0.000 -0.079 -0.050 9.0000 -0.015 0.000 -0.075 -0.050 9.5000 -0.012 0.003 -0.069 -0.040 10.0000 -0.012 0.003 -0.066 -0.037 12.0000 -0.006 0.003 -0.053 -0.031 14.0000 -0.006 0.003 -0.041 -0.025

Page 2

TST.60

Page 3

FORMULA -:::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 83 Le 45 rw 0.411 rc 0.25 yo 0 yt 0 t 1 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8252

3.825

k #NUM!

SLUG 3.2C REM

[

LJMETC;O-MINE.RALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

--·---·--

I BOYWER & RICE CALCULATION METH(){fl

::::::::::::::::::::::::::::::::::::: .................. SATURATED THICKNESS IS GREATER THAN SCREEN ZONE ................... UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

MJWBE /NVAUO· 7E:;S/ PERMEABILITY CALCULATION

/

TE~J"NO TST61 REMOVAL ~WELL I UR-91-3.2C I I

Page 1

1 0. 0 0 0

1.000

y

I N

f 0. 1 0 0 E E T

0 • 0 1 0

0. 0 0 1

(..., -r/ .J'"'

\·. \

-

TST61 SLUG TEST DATA (WELL 3.2C REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

O•tk

I 1:.,--:.0"1

I . ~ b ::0./ D .

1\r. .

\ . . .

.

\

0 50 1 0 0 1 50 200 250 300

T I t.tE IN SECONDS

S--r~t, 1--{..f Ltr-Jrt:..

:3:. r;: (, yJ'f Fi:I'J '(". . • -· t.. I ~ • ... 1 (" CN• ,t_.,; r:: ~ ·-

. .

350 400

FORMULA ·:·:·:·:·:·:·:-:-:-:-:-:-:-:-:-:-:·: :-:-:·:·:·:·:-:-:-:-:-:-:-:·:·:·:·:·

SYMBOL VALUE

Lw 83 Le 45 rw 0.411 rc 0.25 yo 0.89 yt 0.1 t 99 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8252

3.825

k 5.87E-05 - ---------- ·-

SLUG 3.2C INST 2

[

METCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

--·--

BOU~ER_~RICE CALCULATION METHOD J

-:-:-:-:-:.:-:-:-:-:-:-:-:-:-:-:-:-:· :-:-:·:·:·:·:·:·:-:-:-:-:-:-:-:-:-:-; SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT Fr FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/ I WELL I UR-91-3.2C 1 I TEST NO ... }:?T 870 _ I!'4S~J~-

Page 1

1 0. 0 0 0

1.000

y

I N

f' 0 . 1 0 0 [

E T

0. 0 10

0. 0 0 I

TSTB70 SLUG TEST DATA (WELL 3.2C INSTALLED) Y VALUE PLOTIED IS -l.O•RECORDED VALUE

~- ja = (?, i~

(\· I ........... I ............. r · \ 1 ~

!

~- lt~qq . --.........._ . . .

-........._ . . . . --.........._ .

i\ ~ ......

f '

5~ r-D./0

1\ - \

0 20 40 60 80 I 0 0 1 2 0

TIME IN SECONDS

- (lr1 ,...c;.r'") ! 1 ,...£.

G,.~J r,...;>t.-r~ J --- 1,)

~ ~s &.c.·.>'Y'S):;..r:) 1, ~ ~a.., ~-

(;,"C'I,)ff""l~

I

.

1 4 0 1 6 0

SE2000 Environmental Logger

11/14 23:07

Unit# UMETCO 1 Test 7

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F)

Mode TOC TOC 1.0. 3.1C/763 3.2C/940

Reference 0.000 0.000 SG 1.000 1.000 Uneaiity 0.001 0.022 Scaie factor 10.018 9.976 Offset -0.014 -0.005

TSTB.70

Delay mSEC 50.000 50.000

Step 0 11/14 20:29:15

Elapsed Time INPUT 1 INPUT 2

0.0000 0.000 . -0.003 0.0083 0.0166 0.0250 0.0333 0.0416:. 0.0500 0.0583 0.0666

~ 0.0750 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

0.000 0.000 0.000 0.000

-Q.170 -0.396 -0.595 -0.752 -0.733 -0.585 -0.654 -0.720 -0.566 -0.541 -0.532 -0.431 -0.510 -0.478 -0.462

-0.003 0.000 -0.439 -0.725 -1.026 -0.976 -0.935 -0.759 -0.373 -0.813 -0.807 -0.788 -0.753 -0.737 -0.719 -0.703 -0.687 -0.672 -0.656

Page 1

TSTB.70

0.2500 -0.450 -0.643 0.2666 -0.437 -0.631 0.2833 -0.425 -0.615 0.3000 -0.412 -0.602 0.3166 -0.402 -0.593 0.3333 -0.393 -0.580 0.4166 -0.349 -0.530 0.5000 -0.314 -0.486 0.5833 -0.286 -0.449 0.6666 -0.261 -0.414 0.7500 -0.236 -0.386 0.8333 -0.220 -0.357 0.9166 -0.201 -0.335 1.0000 -0.185 -0.314 1.0833 -0.173 -0.295 1.1666 -0.160 -0.276 1.2500 -0.147 -0.260 1.3333 -0.138 -0.244 1.4166 -0.129 -0.232 1.5000 -0.119 -0.219 1.5833 -0.113 -0.207 1.6666 -0.107 -0.197 1.7500 -0.100 -0.188 1.8333 -0.094 -0.178 1.9166 -0.088 . -0.169 2.0000 -0.085 -0.160 2.5000 -0.059 -0.122 3.0000 -0.044 -0.094 3.5000 -0.034 -0.075 4.0000- -0.028 -0.059 4.5000. -0.022 -0.050 5.0000 -0.015 -0.040 5.5000 -0.012 -0.034

·~ 6.0000 -0.009 -0.031 ' '6.5000 -0.006 -0.025

7.0000 -0.003 -0.021 7.5000 -0.003 -0.018 8.0000 0.000 -0.018

8.5000 0.000 -0.015 9.0000 0.000 -0.015

9.5000 0.003 -0.012 10.0000 0.003 -0.012 12.0000 0.003 -0.006 14.0000 0.006 -0.006

Page 2

TSTB.70

16.0000 0.009 -0.003 18.0000 0.009 -0.003 20.0000 0.009 0.000 22.0000 0.012 0.000 24.0000 0.012 0.000 26.0000 0.015 0.000 28.0000 0.015 0.003 30.0000 0.015 0.006 32.0000 0.018 0.006 34.0000 0~018 0.006 36.0000 0.018 . 0.006 38.0000 0.018 0.009 40.0000 0.018 0.009 42.0000 0.018 0.009 44.0000 0.015 0.012 46.0000:: 9.018 0.009

Page 3

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 83 Le 45 rw 0.411 rc 0.25 yo 0.9 yt 0.1 t 99 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8252

3.825

k 5.90E-05 L___

WELL UR-91-3.2C TEST NO TST 871

-----

SLUG 3.2C REM 2

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

---------

OQ~WER=~~RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

REMOVAL

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

Page 1

y

I N

1 0. 0

1 • 0

f 0 . 1 [ [ T

0.0

0.0

00

'\ 00

/

00

10

0 1

~.~ ~ "' .

t

- .

0 20

TSTB71 SLUG TEST DATA (WELL 3.2C REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

~-t~qq ·,k• .

I ~

I ......... . . ~

~ . . . ' . ~ . .

"i' ··~ .

-

""" ~ j.v '\k ... _ ()./ 0 '

' ~

40 60 80 1 0 0 1 2 0

T IIH IN SECONDS

7

~It :) U- CtAr k ?

~; ~ It~ ft,.C: IJ"j

-

I

I I

I

. -

-1 4 0 1 6 0

·~

SE2000 Environmental Logger

11/1423:09

Unit# UMETCO 1 Test 7

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC 1.0. 3.1 C/763 3.2C/940

Reference 0.000 0.000 SG 1.000 1.000 Linearity 0.001 0.022

TST8.71

Scale factor 1 0.01 8 9.976 Offset -0.014 -0.005 Delay mSEC 50.000 50.000

Step 1 1 1/14 21 :16:01

Elapsed Time INPUT 1 INPUT 2

------------ --------- ---------0.0000 0.022 0.012 0.0083 0.352 0.599 0.0166 0.141 0.599 0.0250 0.730 0.797 0.0333 0.787 0.919 0.0416~ 0.:752 0.916 0.0500 0;730 0.891 0.0583 0.724 0.854 0.0666 0.705 0.854 0.0750 0.692 0.838

' 0.0833 0.683 0.800 0.1000 0.654 0.803 0.1166 0.632 0.778 0.1333 0.613 0.766 0.1500 0.595 0.744 0.1666 0.576 0.725 0.1833 0.560 0.709 0.2000 0.544 0.690 0.2166 0.528 0.678 0.2333 0.513 0.665

Page 1

.. TST8.71

0.2500 0.497 0.649 0.2666 0.484 0.637 0.2833 0.472 0.624 0.3000 0.459 0.612 0.3166 0.447 0.602 0.3333 0.434 0.590 0.4166 0.387 0.540 0.5000 0.346 0.496 0.5833 0.311 0.458 0.6666 0.283 0.423 0.7500 0.261 0.395 0.8333 0.239 0.370 0.9166 0.223 0.345 1.0000 0.207 0.323 1.0833 0.195 0.304 1.1666 0.182 0.285 1.2500 0.170 0.270 1 .3333 0.160 0.254 1.4166 0.151 0.241 1.5000 0.144 0.229 1.5833 0.135 0.216 1.6666 0.129 0.207 1.7500 0.122 0.194 1.8333 0.116 0.188 1.9166 0.113 0.178 2.0000 0.110 0.169 2.5000 0.085 0.128 3.0000 0.069 0.103 3.5000 0.059 0.081 4.0000_ 0~053 0.069 4.5000 0.050 0.056 5.0000 0.047 0.050 5.5000 0.040 0.047

'

' 6.0000 0.040 0.043 ~

. 6.5000 0.037 0.037 7.0000 0.037 0.034 7.5000 0.037 0.034 8.0000 0.034 0.031 8.5000 0.034 0.031 9.0000 0.034 0.028 9.5000 0.034 0.028 10.0000 0.031 0.028 12.0000 0.028 0.025 14.0000 0.025 0.021

Page 2

TST8.71

16.0000 0.025 0.021 18.0000 0.022 0.018 20.0000 0.025 0.018 22.0000 0.022 0.018 24.0000 0.025 0.018 26.0000 0.025 0.021 28.0000 0.025 0.021 30.0000 0.025 0.018 32.0000 0.028 0.021 34.0000 0:028 0.021 36.0000 0.031 . 0.021 38.0000 0.031 . 0.021 40.0000 0.031 0.021 .. 42.0000 0.028 0.025 44.0000 0.028 0.025 46.0000 0.028 0.025.

Page 3

FORMULA ··················· .................. ................... ·················· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· SYMBOL VALUE

Lw 85 Le 44 rw 0.411 rc 0.25 yo 0.88 yt 0.1 t 65 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8207

3.821

k 9.08E-05 - ...• ~-~--------

SLUG 3.2D INST

[

UMETCO-MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

-----·--

I BOUWER=& RICE CALCULATION METHOD

·················· ::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC -

Lw=HEIGHT OF WATER Le=EFFECTNE SCREEN LENGTH rw=RADIUS OF WELL rc= RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>LW

PERMEABILITY CALCULATION

/ I WELL I UR-91-3.2D I I TEST NO 70 INSERT

Page 1

----- Wt:LL INSTALLATION RECORD Elev. Depth Description usc Graphic Well Completion Detail (Feet) (Feet) USGS l.oc;l

- WELL CAP !-VENlEO

414.37 ~ !-

CONCRETE -~f

PAD 'MlH '"" SURVEY\ /REBAR

412.54 - tuEZ.J..

~ '" ~ j_ ' SURVEY PIN ELEVATION

412.04 0.0 [~~.-~-..:w!.i!tJ: ~·· f.:;,.:~...;.=.! .• t:l ~I • · """tlv nrnw•llv- hrnwn z ~ ~ _ ClAY: silty, sandy, gravelly (angular), tan-red

B.H. GM- CELfENT & -DIAMETER GC ~ '-

~ BENTONITE ~ 16"

10 GROUT - ~ '-

GRAVEL: (angular to subongular), dayey, tan-red ~ v ~ ~IRF"Ar.f"\7

i ~ ~ CASING

~ -ClAY: silty, gravelly, tan 10" v.nD£1)

~ ~ -sCH 40 20- ~ STEEL -

- t% ~~ !-GRAVEL: (angular and rounded), dayey, tan

30- ~ ~~ -I 'In!. RISER

~ I ~~ 6" PVC -SILT: dayey, gravelly {rounded), ton ~ I

~· ~ SCH 40 1HD

40-

t~ I -

. - I -. SHALE: weathered --- ~~ 50-

------ I ----

~ ~ --- I BENTONilE-- ------ PEillTS ----SHALE --- /.F=:) ~

60- = 85 1 --- r-Lw --- >.:..:~· ---- AJNLESS STEEl . ·F=-·: ---- 44 1

--- .:·~-:-

Le --- ·"F='··. -

: --- B. H. --- ' .. '-- ... 70- I

--- IAMETER .·· ;== ·.· ..... --- -Y-w :: tt;Jfl I --- ! 9 7/8" ... ;::::. . ·.:

~J --- ' '- .· ·'---· . - I ---

~~ .. q-: -

r_ .::. o.zs --- : .. :::::::::. 80- thin siltstone beds 83' to 85' L --- I~

.'· ,......... ·:: WEll SCREEN --_-_-_ ··-·. 6" PVC SCH 40 .:·==··· - 1 {I ·-; /07 -_-_-_ .·-~·.:_ 0.02" MACHINE -

~ ri - --- FlLTER PACK ':•;==··. SLO ---so- thin siltstones 92' to 96. ' W _ - 4 , 5' --- 0.8-1.2 ·-··· --- ARKHOI..A- . -" 1-.·;==·.·.

- . A - --- ·: :;;;;: . ~~~ - -_-_-_ · •• AND ~- e> ... 8 CENTRAIJZER - k_: -~ r- 80~ CAP

1-

12, =- - -100

1~-5 :...;' ~ 1-

B.O.H. = 97.82 FT. - ~~ 7() -

i -~7/ 1-

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

1'10.-~6 6.~8 o.qs 1- 110.0

E._~ o.IO 0· /C..

Well Record UR-91-3.2D B & NGINEERING, INC. Job Name/Number 7-2439-0101 ~:; fo5 (,6" Coordinates N. 27237 r;:, Z76~1

928 AIRPORT ROAD Installation Date 9-8-91 HOT SPRINGS, ARKANSAS 71913 Drilling Method HOLLOW STEM AUGERLAIR ROTARY

(501) 767-2366 Drilled By WINNEK Logged By WDH

ACAD NO. 181 Page 1 of 1

10.000

1 . 0 00

y

I N

r 0. 1 00 E E T

0. 010

0.001

TEST70 SLUG TEST DATA (WELL 3.2D INSTALLED) YVALUE PLOTTED IS -1.0•RECORDED VALUE

~ ::.O•tt

,.~. 0

~ ~ t= ~5

~ .

·/. "l c> o.;o r--..... • ~ .

-

. ,

0 20 40 60 80

TIME IN SECONDS

. .

100

Setups:

TEST.70

SE2000 Environmental Logger

11/1300:32

Unit# UMETCO 1 Test 7

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC roc roc TOC 1.0. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 1 0.041 9.828 1 0.01 8 1 0.092 1 0.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

StepO 11/1210:43:11

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 , 0.08~3

0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

-0.01 8 -0.01 2 -0.006 -0.018 -0.012 -0.009 -0.01 5 -0.01 2 -0.009 -0.01 5 -0.012 -0.009 -0.01 5 -0.01 2 -0.009 -0.015 -0.009 -0.009 -0.01 5 -0.009 -0.009 -0.015 -0.012 -0.009 -0.01 5 -0.009 -0.009 -0.01 5 -0.009 -0.006 -0.01 2 -0.009 -0.006 -0.012 -0.01 2 -0.006 -0.01 2 -0.009 -0.006 -0.01 2 -0.009 -0.006 -0.01 2 -0.009 -0.006 -0.012 -0.009 -0.006 -0.01 2 -0.009 -0.003 -0.01 5 -0.009 -0.006 -0.01 5 -0.009 -0.006 -0.01 2 -0.009 -0.003

0.000 -0.003 -0.003 0.000 -0.326 -0.928 0.000 -0.885 -1.036 0.000 -0.885 -0.196 0.000 -0.466 -1 .043 0.000 -0.543 -0.957 0.000 -0.809 -0.779 0.003 -0.697 -0.836 0.003 -0.700 -0.779 0.003 -0.690 -0.783 0.003 -0.671 -0.767 0.003 -0.646 -0.741 0.003 -0.620 -0.713 0.003 -0.598 -0.687 0.003 -0.572 -0.668 0.003 -0.550 -0.643 0.003 -0.527 -0.621 0.003 -0.508 -0.599 0.003 -0.489 -0.583 0.003 -0.470 -0.564

Page 1

TEST.70

0.2500 -0.012 -0.009 -0.003 0.003 -0.450 -0.542 0.2666 -0.012 -0.006 -0.003 0.006 -0.434 -0.523 0.2833 -0.01 2 -0.006 -0.003 0.006 -0.41 5 -0.507 0.3000 -0.012 -0.006 -0.003 0.006 -0.399 -0.494 0.3166 -0.009 -0.006 -0.003 0.006 -0.383 -0.475 0.3333 -0.012 -0.006 0.000 0.006 -0.370 -0.459 0.4166 -0.012 -0.006 0.000 0.006 -0.303 -0.389 0.5000 -0.012 -0.003 0.003 0.006 -0.249 -0.332 0.5833 -0.012 -0.003 0.003 0.009 -0.207 -0.285 0.6666 -0.012 -0.003 0.003 0.009 -0.172 -0.244 0.7500 -0.012 -0.003 0.006 0.009 -0.147 -0.212 0.8333 -0.012 0.000 0.006 0.009 -0.121 -0.183 0.9166 -0.012 -0.003 0.006 0.006 -0.1 OS -0.161 1.0000 -0.012 0.000 0.009 0.009 -0.092 -0.139 1.0833 -0.015 0.000 0.009 0.006 -0.083 -0.126 1.1666 -0.015 0.000 0.012 0.006 -0.073 -0.110 1.2500 -0.01 5 0.000 0.012 0.006 -0.063 -0.1 01 1 .3333 -0.015 0.000 0.012 0.006 -0.057 -0.088 1.4166 -0.015 0.000 0.012 0.006 -0.051 -0.082 1.5000 -0.01 5 0.003 0.012 0.006 -0.044 -0.072 1 .5833 -0.022 0.003 0.012 0.006 -0.041 -0.066 1.6666 -0.022 0.003 0.015 0.006 -0.038 -0.060 1.7500 -0.018 0.000 0.015 0.006 -0.035 -0.053 1 .8333 -0.018 . 0.000 0.015 0.006 -0.035 -0.050 1.9166 -0.022 0.000 0.018 0.006 -0.028 -0.044 2.0000 -0.022 0.000 0.018 0.006 -0.028 -0.041 2.5000 -0.022 0.000 0.018 0.006 -0.022 -0.028 3.0000 -0.022 0.000 0.015 0.006 -0.015 -0.022 3.5000 -0.025 -0.009 0.009 0.000 -0.009 -0.019 4.0000 -0.028 -0.003 0.015 0.003 -0.012 -0.015 4.5000 -Q~018 0.003 0.018 0.006 -0.006 -0.009 5.0000 -0.018 0.003 0.018 0.009 -0.003 -0.009 5.5000 -0.018 0.006 0.021 0.009 -0.006 -0.006 6.0000 -0.018 0.000 0.015 0.006 -0.006 -0.006 6.5000 -0.018 -0.003 0.009 0.003 -0.006 -0.009 7.0000 -0.025 -0.012 0.003 0.000 -0.009 -0.009 7.5000 -0.031 -0.022 -0.009 -0.006 -0.015 -0.015 8.0000 -0.031 -Q.Ol8 -0.006 -0.003 -0.019 -0.012 8.5000 -0.028 -0.009 0.003 0.003 -0.012 -0.009

9.0000 -0.022 -0.006 0.006 0.009 -0.009 -0.006 9.5000 -0.015 -0.009 0.003 0.009 -0.006 -0.003

10.0000 -0.022 -0.006 0.009 0.006 -0.006 -0.003 12.0000 -0.025 -0.012 0.000 0.000 -0.009 -0.006 14.0000 -0.009 0.000 0.009 0.006 0.003 0.003

Page 2

FORMULA :::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 85 Le 44 rw 0.411 rc 0.25 yo 0.95 yt 0.1 t 65 A 4.5 B 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8207

3.821

k 9.40E-05

SLUG 3.2D REM

[

:UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

----·-·-·

OQQwER-& _ _BICE CALCULATION METHOD

.................. ::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

I ~----- --,- ---- r----- -----~ WELL UR-91-3.2D TEST NO 71 REMOV~L

Page 1

y

I N

10 '0 0

1 . 0 0

r o. 10 E E T

0. 0 1

0.00

0

.. u

0

0

I

11""'~0'2.

~

.

-

TEST71 SLUG TEST DATA (WELL 3.2D REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

o,Cft'

~ ~ ~

I

~I K ~~4P ~

"'-... f'

.

0 I 0 20 30 40 50 60 7 0 80

TIME IN SECONDS

-

. '

9 0 1 0 0

TEST.71

SE2000 Environmental Logger

11/1 3 00:27

Unit# UMETCO 1 Test 7

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC 1.0. 3.2C/940 3.18/568 3.28/230 3.1 C/763 3.1 0/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -o.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 1 0.01 8 1 0.092 1 0.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 11/12 10:58:03

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 ,,, 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

-0.012 -0.009 -0.009 -0.006 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.012 -0.009 -0.009 -0.009 -0.009 -0.009

0.003 0.015 0.006 0.015 0.006 0.015 0.003 0.015 0.003 0.015 0.003 0.015 0.006 0.015 0.006 0.015 0.003 0.015 0.006 0.015 0.003 0.015 0.006 0.015 0.006 0.015 0.006 0.015 0.003 0.015 0.006 0.015 0.006 0.015 0.006 0.015 0.003 0.015 0.003 0.015

0.009 0.009 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.009 0.012 0.012 0.012 0.012 0.012 0.009 0.012

Page 1

0.003 0.003 0.047 0.211 0.614 0.815 0.796 0.773 0.751 0.735 0.716 0.684 0.655 0.626 0.601 0.572 0.550 0.527 0.505 0.482

0.000 0.000 0.814 0.164 0.922 0.884 0.871 0.855 0.833 0.811 0.805 0.773 0.748 0.719 0.691 0.672 0.649 0.624 0.605 0.586

TEST.71

0.2500 -0.009 0.006 0.015 0.012 0.463 0.567 0.2666 -0.009 0.006 0.015 0.012 0.444 0.548 0.2833 -0.009 0.003 0.015 0.009 0.428 0.526 0.3000 -0.009 0.003 0.015 0.012 0.412 0.513 0.3166 -0.012 0.003 0.015 0.009 0.393 0.497 0.3333 -0.012 0.006 0.015 0.009 0.377 0.481 0.4166 -0.012 0.003 0.015 0.009 0.310 0.408 0.5000 -0.012 0.000 0.012 0.009 0.255 0.348 0.5833 -0.012 -0.003 0.012 0.009 0.211 0.298 0.6666 -0.012 -0.003 0.012 0.009 0.172 0.253 0.7500 -0.009 -0.006 0.009 0.006 0.143 0.218 0.8333 -0.01 2 -0.006 0.006 0.006 0.121 0.190 0.9166 -0.012 -0.006 0.006 0.006 0.102 0.164 1.0000 -0.012 -0.009 0.006 0.006 0.086 0.145 1.0833 -0.012 -0.009 0.006 0.006 0.073 0.126 1.1666 -0.009 -0.012 0.003 0.006 0.063 0.110 1.2500 -0.009 -0.012 0.003 0.006 0.054 0.098 1 .3333 -0.009 -0.012 0.003 0.006 0.047 0.088 1.4166 -0.009 -0.012 0.003 0.006 0.041 0.079 1.5000 -0.006 -0.012 0.006 0.006 0.035 0.069 1.5833 -0.006 -0.01 2 0.009 0.006 0.028 0.060 1.6666 -0.006 -0.009 0.009 0.006 0.025 0.053 1. 7500 -0.006 -0.009 0.009 0.006 0.022 0.050 1 .8333 -0.006 -0.009 0.009 0.009 0.022 0.044 1 .9166 -0.009 -0.009 0.009 0.009 0.019 0.041 2.0000 -0.006 -0.009 0.009 0.006 0.015 0.041 2.5000 -0.006 -0.009 0.009 0.006 0.009 0.025 3.0000 0.000 -0.009 0.015 0.009 0.006 0.022 3.5000 -0.006 -0.006 0.018 0.009 0.003 0.015 4.0000 -0.022 -0.012 0.012 0.003 -0.006 0.006 4.5000 -0.009 -0.015 0.009 0.006 -0.009 0.006 5.0000 -0.006 -0.012 0.015 0.009 -0.009 0.006 5.5000 -0.009 -0.006 0.015 0.012 -0.006 0.006 6.0000 -0.009 -0.015 0.009 0.009 -0.012 0.003 6.5000 -0.009 -0.012 0.009 0.009 -0.012 0.006 7.0000 -0.012 -0.015 0.009 0.009 -0.009 0.006 7.5000 -0.015 -0.015 0.009 0.006 -0.009 0.003 8.0000 -0.009 -0.009 0.015 0.009 -0.006 0.006 8.5000 -0.009 -0.012 0.012 0.009 -0.006 0.006 9.0000 -0.009 -0.009 0.018 0.009 -0.006 0.003 9.5000 -0.009 -0.006 0.021 0.012 -0.006 0.003 10.0000 -0.006 0.000 0.024 0.015 0.000 0.009 12.0000 -0.022 -0.018 0.006 0.000 -0.009 -0.003 14.0000 -0.009 -0.01 2 0.006 0.003 -0.012 -0.003

Page 2

TEST.71

16.0000 -0.01 5 -0.012 0.006 0.003 -0.015 -0.009 18.0000 -0.018 -0.022 -0.006 -0.006 -0.012 -0.006 20.0000 -0.018 -0.015 0.000 -0.003 -0.012 -0.006 22.0000 -0.022 -0.025 -0.009 0.000 -0.022 -0.009 24.0000 -0.012 -0.009 0.003 0.003 -0.009 -0.006 26.0000 -0.025 -0.031 -0.018 -0.009 -0.022 -0.012 28.0000 -0.012 -0.009 0.000 0.000 -0.01 5 -0.009 30.0000 -0.025 -0.025 -0.012 -0.006 -0.019 -0.012 32.0000 -0.015 -0.022 -0.012 -0.006 -0.015 -0.012 34.0000 -0.022 -0.015 -0.006 -0.009 -0.019 -0.009 36.0000 -0.015 -0.018 -0.003 -0.006 -0.015 -0.009 38.0000 -0.037 -0.044 -0.031 -0.025 -0.038 -0.031 40.0000 -0.018 -0.025 -0.012 -0.009 -0.022 -0.01 5 42.0000 -0.022 -0.034 -0.028 -0.018 -0.025 -0.019 44.0000 -0.028 -0.034 -0.018 -0.022 -0.028 -0.019 46.0000 -0.031 -0.050 -0.037 -0.025 -0.035 -0.022 48.0000 -0.028 -0.040 -0.024 -0.018 -0.035 -0.022 50.0000 -0.028 •0.044 -0.031 -0.025 -0.028 -0.022 52.0000 -0.025 -0.03.1 -0.018 -0.022 :-0.025 -0.022 54.0000 -0.025 -0.037 -0.024 -0.022 -0.028 -0.025 56.0000 -0.034 -0.047 -0.034 -0.028 -0.028 -0.028 58.0000 -0.025 -0.040 -0.028 -0.028 -0.028 -0.025 60.0000 -0.025 -0.028 -0.018 -0.018 -0.028 -0.025 62.0000 -Q-.022 :-0.031 -0.015 -0.025 -0.028 -0.022 64.0000 -0.028 -0.037 -0.024 -0.028 -0.035 -0.028 66.0000 -0.047 -0.059 -0.049 -0.044 -0.051 -0.041 68.0000 -0.034 -0.044 -0.034 -0.031 -0.031 -0.025 70.0000 -0.034 -0.044 -0.031 -0.031 -0.031 -0.028 72.0000 -0.040 -0.050 -0.040 -0.031 -0.041 -0.034 74.0000 -0.028 -0.047 -0.028 -0.028 -0.031 -0.025 76.0000 -0.031 -0.050 -0.031 -0.028 -0.041 -0.031

Page 3

I t

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 84 Le 44 rw 0.411 rc 0.25 yo 0.9 yt 0.1 t 1088 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8140

3.814

k 5.47E-06

SLUG 3.2E INST

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

[jOUWER & RICE CALCULATION METHO!C]

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/ I WELL I UR-91-3.2E I I TEST NO 60A INSERT

Page 1

---· WeLL INSTALLATION RECORD EJ.... Depth

(Feet) (Feet) Description USC Graphic Well Completion Detail

415.53

413.89

413.37

-/N'ST

T~T {oOA

- ~0 o.&Cf

- ~ t t 531

--SURVEY PIN ELEVATION

1 0 GRA va; r «<IQUUor clawv. siltv. tan-red QA Y: sitv. arcr.oellv an au! or tan-red

- CLAY: silty, some gravel (angular), ton-red

20-

-30 - SILT: sandy, clayey, gravelly (rounded), tan !"2Ei£1

- T~i boA INS 6 I A tA 0 0 I 9 0 C> ,-b.8

40- (j

L£1= C)./D - -~ L ·'I L> ?/Y;'

50 - SHAri: gray to light tan, soft

- SHALE: gray

60 _ quartz veins at 54' to 59'

slatey with siltstones at 60' to 63.5'

- Lw : 64 ' 7o- . Le = 44'

- slatey at 65' to 75' · ,

80 _ siltstone stringers at 78' to 80' JW -:: t) · 41 I

slatey ot 80' to 82' r: _ t) 2 t; 1

_ siltstone and mudstone at 85' to g{ - '

90- 1-o~. ·= /o 7 t'tU

- quartz vei~s at 95' to 100' A -= -- L/~ ~ 1oo /?;-::: 0 .. e

-

110-

USGS Log

% ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ I ~ ~ ·~ l ~ ~

WELL CAP r-VENTEO

0.0

- 10.0 SURFACEJL

rt~~ED -r-sCH 40

STEEL

WElL RISER 6" PVC SCH 40 1HD

- 20.0

-

- 30.0

- 40.0

j~ i ~ ~ -

=-=-=- ! ~ ~ - 50.0

-=-=-= ~~1E -· -JI!II~. -.---;~.-----~--=-=-=- I ~~K -=-=-= ~~~~~Tffi~~~

! .··~·· . B.H. ~

DIAME1ER ~ '~ l\' _ 70.0 ll 9 7/8"_ == ~ ··--.... ·== .--J-

"*" ~ == I ~. 1 •• l==;;;;r.,:":-t-WElL SCREEN - 80.0 '-' - 6" P~:SCH 40 I - . . . O.Q2 ~ACHINE _

lllllER PACK ~ ._.: SlOT .8-1.2 - .

IRKHO!.A - •• = : ;;:; ••• SUI.!!; AND

~ ~ZER - f:( -~ r- BOTJ1~" CAP -

---

_-_-_-

_-_-_-_-_-_----

- 60.0

--- 90.0

;)I/ INL~ .;)II....... - 1 QO.O

B.O.H. = 97.99 FT.

f- 110.0

Well Record UR-91-3.2E

Job Name/Number 7-2439-0101 Coordinates N. 27384 E. 777 46

B &F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Installation Date ~9----=.9_--""9...:..1 ---,----­Drilling Method HOLLOW STEM AUGER/AIR ROTARY Drilled By WINNEK Logged By ..:.!WD.:::.!..!.H __

ACAD NO. 184 Page 1 of 1

y

I N

10.000

1 . 0 0 0

r o.1oo E E T

0.010

0. 0 0 1

TEST60A SLUG TEST DATA (WELL 3.2E INSTALLED) Y VALUE PLOTIED IS -1.0•RECORDED VALUE

J~0-=o,C[o

~ ~ t =- I o ~'8

~ ~lJJ -= 0. /0 t

~~-- .

-

. '

0 300 600 900 1200

TillE IN SECONDS

.

1500

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 84 Le 44 rw 0.411 rc 0.25 yo 0.89 yt 0.3 t 539 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8140

3.814

k 5.47E-06

SLUG 3.2E INST

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

---"

~UWER & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CONSTANT I CONSTANT

CALCULATION~

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

I WELL I UR-91-3.2E I 1 !EST NO 60A INSER~

Page 1

1 0. 0 0 0

1.000

y

I N

r 0. 1 0 0 [ [

T

0. 0 1 0

\

0. 0 0 1

TEST60A SLUG TEST DATA (WELL 3.2E INSTALLED) Y VALUE PLOTTED IS -1.0•RECORDED VALUE

~ ~o."6'l ,_; 0

~ ~ --~

~ t;; 531

-

!-=-~ r------~ 1--

--

0 1 0 0 200 300 400 500 600

TII.IE IN SECONDS

SE2000 Environmental Logger

11/13 00:40

Unit# UMETCO 1 Test 6

TEST.60A

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 Linearity 0.011 0.01 2 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.01 5 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/12 08:42:11

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- ---------·---------0.0000 -0.006 0.003 -0.006 -0.003 0.0083 -0.003 0.000 -0.006 -0.003 0.0166 -0.075 0.003 -0.006 -0.003 0.0250 -0.629 0.006 -0.003 0.000 0.0333: -0.629 -0.729 -0.003 0.000 0.0416 -0.629 -0.733 -0.003 -0.003 0.0500 -0.629 -0.701 0.000 -0.003 0.0583 -0.629 -0.745 -0.006 -0.003 0.0666 -0.629 -0.992 -0.006 0.000 0.0750' .. -0.629 -0.837 -0.003 0.000 0.0833 ·. -0.629 -0.906 -0.003 -0.006 0.1000 -0.629 -0.884 -0.003 0.000 0.1166 -0.629 -0.894 -0.003 0.000 0.1333 -0.629 -0.894 -0.006 0.000 0.1500 -0.629 -0.881 -0.003 0.000 0.1666 -0.629 -0.884 -0.009 0.000 0.1833 -0.629 -0.881 -0.003 -0.003 0.2000 -0.629 -0.878 -0.006 -0.006 0.2166 -0.629 -0.878 -0.003 -0.003 0.2333 -0.629 -0.878 0.000 0.000

Page 1

~ ~3.1Ef3:J.G

... ·-·-.-···.- .....

TEST.60A

0.2500 -0.623 -0.875 -0.003 0.000 0.2666 -0.620 -0.872 -0.003 0.000 0.2833 -0.610 -0.868 -0.003 -0.003 0.3000 -0.601 -0.865 0.000 0.000 0.3166 -0.595 -0.862 -0.003 -0.003 0.3333 -0.588 -0.859 -0.003 -0.003 0.4166 -0.557 -0.853 -0.006 -0.003 0.5000 -0.532 -0.843 -0.003 -0.003 0.5833 -0.51 3 -0.831 -0.003 -0.003 0.6666 -0.498 -0.824 0.000 0.000 0.7500 -0.482 -0.81 5 -0.003 -0.003 0.8333 -0.463 -0.808 -0.006 0.000 0.9166 -0.451 -0.799 -0.003 0.000 1.0000 -0.444 -0.789 -0.003 0.000 1.0833 -0.432 -0.783 0.000 0.000 1.1666 -0.426 -0.777 -0.003 -0.003 1.2500 -0.413 -0.771 -0.006 -0.003 1 .3333 -0.410 -0.761 -0.003 0.000 1.4166 -0.404 -0.755 -0.006 -0.009 1.5000 -0.400 -0.748 -0.006 -0.003 1.5833 -0.391 -0.739 -0.009 0.000 1.6666 -0.388 -0.736 -0.012 -0.009 1.7500 -0.385 -0.729 -0.006 -0.006 1 .8333 -0.379 -0.720 -0.006 -0.009 1.9166 -0.372 -0.717 ·-0.006 -0.006 2.0000 -0.369 -0.710 -0.006 -0.003 2.5000 -0.357 -0.669 -0.009 -0.009 . 3.0000 -0.338 -0.638 -0.006 -0.006 3.5000. -0.325 -0.609 -0.009 -0.009 4.0000 -0.313- -0.578 -0.012 -0.009 4.5000 -0.297 -0.537 -0.009 -0.009 5.0000 -0.285 -0.505 -0.009 -0.009 5.5000 -0.275 -0.473 -0.015 -0.012 6.0000"- -0.266 -0.445 -0.009 -0.009 6.5000 . -0.244 -0.420 -0.003 0.000 7.0000 -0.228 -0.391 0.003 0.003 7.5000 -0.225 -0.369 0.003 0.006 8.0000 -0.213 -0.347 0.003 0.003 8.5000 -0.203 -0.328 0.003 0.003 9.0000 -0.194 -0.309 0.003 0.006 9.5000 -0.184 -0.293 0.000 0.003 10.0000 -0.1 81 -0.274 0.003 0.000 12.0000 -0.1 so -0.218 -0.003 0.003 14.0000 -0.128 -0.173 0.000 0.000

Page 2

TEST.60A

16.0000 -0.106 -0.145 -0.003 -0.003 18.0000 -0.087 -0.113 0.000 0.000 20.0000 -0.072 -0.091 -0.003 -0.003 22.0000 -0.053 -0.078 0.000 0.000 24.0000 -0.046 -0.063 -0.003 -0.003 26.0000 -0.034 -0.050 0.003 0.006 28.0000 -0.025 -0.041 0.000 0.000 30.0000 :-0.018 -0.034. -0.003 0.000 32.0000 -0.009 -0.031 -0.003 -0.003 34.0000 -0.003 -0.025 0.003 0.006 36.0000 0.006 -0.015 0.006 0.006

--

Page 3

FORMULA ................... .................. :::::::::::::::::::::::::::::::::::::

SYMBOL VALUE

Lw 84 Le 44 rw 0.411 rc 0.25 yo 0.68 yt 0.1 t 1041 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.8140

3.814

k 4.99E-06 - --- ----------------------

SLUG 3.2E REM

[~0 MINERALS CORPORATION

OT SPRINGS, ARKANSAS STANLEY SHALE

UG TEST CALCULATION

[jQUWER & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

WELL UR-91-3.2E r------------,- · -- 1 I TEST NO 61 A REMOVAL

Page 1

' i ! .

y

I N

10. 0 0

1 • 0 0

r o. 1 o E E T

0. 0 1

0.00

0

0

.........

0

0

1

' '.

TEST61A SLUG TEST DATA (WELL 3.2E REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

<:: ~ .

t=f,O'f/ .

~ . . ~

} Jb::. o.Jo

-

. '

0 300 600 900

TIME IN SECONDS

.

1200 1500

TEST.61 A

SE2000 Environmental Logger

11/13 00:35

Unit# UMETCO 1 Test 6

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 1 1/12 09:18:38

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- --------- ---------0.0000 0.009 -0.01 5 0.003 0.006 0.0083 0.006 0.938 0.003 0.006 0.0166 0.313 0.894 0.003 0.006 0.0250 0.582 0.827 0.003 0.006 0.0333 0.726 0.745 0.003 0.006 0.0416 0.78o·· 0.710 0.003 0.006 0.0500 0.767 0.695 0.003 0.006 0.0583 0.758 0.720 0.003 0.006 0.0666 0.751 0.714 0.006 0.006 0~0750 0.742 0.688 0.003 0.006 0.0833 0.736 0.714 0.003 0.006 0.1000 0.714 0.691 0.003 0.006 0.1166 0.701 0.698 0.003 0.006 0.1333 0.686 0.704 0.003 0.006 0.1500 0.673 0.695 0.003 0.006 0.1666 0.660 0.685 0.003 0.006 0.1833 0.645 0.688 0.003 0.006 0.2000 0.632 0.688 0.003 0.003 0.2166 0.623 0.688 0.003 0.003 0.2333 0.613 0.685 0.003 0.006

Page 1

.. ... . .. ·~ ~.. ' - . _ .. ,_._._ ---

TEST.61A

0.2500 0.598 0.682 0.000 0.003 0.2666 0.588 0.679 0.003 0.003 0.2833 0.579 0.679 0.003 0.003 0.3000 0.573 0.679 0.003 0.003 0.3166 0.560 0.673 0.003 0.003 0.3333 0.551 0.676 0.000 0.003 0.4166 0.507 0.666 0.000 0.003 0.5000 0.473 0.657 0.000 0.000 0.5833 0.444 0.650 0.000 0.000 0.6666 0.419 0.641 0.003 0.003 0.7500 0.397 0.635 0.000 0.003 0.8333 0.382 0.628 0.000 0.003 0.9166 0.366 0.622 0.000 0.003 1.0000 0.353 0.616 0.000 0.003 1.0833 0.341 0.612 0.000 0.003 1.1666 0.328 0.606 0.000 0.003 1.2500 0.319 0.600 0.000 0.003 1 .3333 0.313 0.594 0.000 0.003 1.4166 0.303 0.590 0.003 0.003 1.5000 0.297 0.584 0.003 0.003 1.5833 0.291 0.578 0.000 0.000 1.6666 0.288 0.571 0.000 0.000 1.7500 0.281 0.568 0.003 0.000 1.8333 : 0.278 0.562 0.000 0.003 1 .91 66 0.275 0.559 0.003 0.003 2.0000 0.269 0.552 0.000 0.003 2.5000 0.244 0.524 -0.003 0.000 3.0000 0.225 0.499 0.000 0.003 3.5000 0.213 0.477 0.000 0.003 -4.0000 0.203. 0.455 0.003 0.006 4.5000 0.194 0.436 0.003 0.006 5.0000 0.187 0.417 0.006 0.009 5.5000 0.181 0.401 0.006 0.009 6.0000 0.178 0.382 0.006 0.009 6.5000 0.169 0.366 0.003 0.006 7.0000 0.162 0.350 0.003 0.003 7.5000 0.162 0.338 0.003 0.006 8.0000 0.156 0.325 0.006 0.006 8.5000 0.153 0.309 0.000 0.003 9.0000 0.1 so 0.300 -0.003 0.000 9.5000 0.140 0.284 0.000 0.000 10.0000 0.137 0.274 0.000 0.003 12.0000 0.128 0.233 0.006 0.006 14.0000 0.119 0.202 0.003 0.006

Page 2

- - - -·-- ... ---~· ...•...... ...._:..__~--. . ... .. . ' .. _._.-_ .

TEST.61 A

16.0000 0.11 5 0.173 0.003 0.006 18.0000 0.103 0.151 0.000 0.000 20.0000 0.093 0.132 0.003 0.003 22.0000 0.097 0.113 0.006 0.006 24.0000 0.090 0.097 0.000 0.000 26.0000 0.084 0.088 0.000 0.000 28.0000 0.078 0.078 0.009 0.009 30.0000 0.072 0.069 0.003 0.003 32.0000 0.068 0.060 0.000 0.003 34.0000 0.068 0.053 0.000 0.003 36.0000 0.062 0.047 0.000 0.003 38.0000 0.062 0.044 0.006 0.006 40.0000 0.062 0.041 0.006 0.012 42.0000 0.062 0.037 0.006 0.009 44.0000 .. 0.056 0.031 0.003 0.006 46.0000 0.059 0.0"31 0.006 0.006 48.0000 0.059 0.034 0.009 0.012 50.0000 0.056 0.031 0.003 0.006 52.0000 0.050 0.025 0.006 0.012 54.0000 0.050 0.025 0.000 0.069 56.0000 0.059·· 0.025 0.012 0.085 58.0000 0.050 0.025 0.003 0.056 60.0000 0.050 0.022 0.015 0.056 62.0000 0.050 0.022 0.019 0.050 64:oooo 0.050 0.022 0.019 0.041 66.0000 0.050 0.025 0.022 0.037

Page 3

FORMULA .................. ·················· ·················· ·················· .................. ··················

SYMBOL VALUE Lw 11.5 Le 7 rw 0.667 rc 0.421 yo 0.31 yt 0.30 t 154 c 0.5

LN(Re/rw) 2.3043 2.3043

k 6.21 E-06 --------~ ----------

WELL UR-91-4.1 A TEST NO TST A60

---- --

SLUG 4.1 A REM

CMETCOM.INERALS CORPORATION

HOT SPRINGS, ARKANSAS ALLUVIAL- FLUVIAL

SLUG TEST CALCULATION ----------

BOUWER & RICE CALCULATION METHOD

-:-:-:-:-:-:-:-:-:-:-:-:.:-:-:·:·:·:· :·:·:-:-:-:·:-:-:-:-:-:-:·:·:·:-:-:-: SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

UNITS FT Ff Fr Ff

SLOPE SLOPE

SEC CONSTANT

CALCULATION

FT/SEC L..______ __ -~-------------

REMOVAL --

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw-=H

PERMEABILITY CALCULATION

/

Page 1

WELL INSTALLATION RECORD Elev. I Depth

(Feet) (Feet) Description USC I Graphic USGS Log Well Completion Detail

424.61

423.51 423.10

I ~

"~~~I \'?

r-..---Vtru. CM' VENlED

-+---SURVEY PIN ELEVATION 0.0 ICLAY sDt veil b I l111o7l " ..... ~., .• ,.,, .. ,~ t\:'·{·~-, .. .,. •. 1 I

: y, gra y, rown 0.0

CLAY: sDty, gravelly (angular), tan-red

s.o-+----------------------------~ GRA'vn: (angular), clayey, salty, tan-red

CLAY: sBty, gravelly (angular), tan-red

10.0 --1 I

15.J#:B ~ ~ T~7B8 TSTACoo 1 jl ~' ~0:::: 0.3-z

~t- o.3o

~. ~ 20.0 -i t. ; I S'CfJ

25.0

"-

30.0

5.0

llH~ , .. _:~:.=-~B.H. -f:- 10.0

ll1V /J I I·.::R:-=.1 !Ia l-15.0

I , II/ .-1 "' INSIDE OF WEll: I : : =· .. I BAROID Hot£ 1- 2 0. 0

B.O.H. = 23.64 FT.

LLA.J == J/5 I

Le = 7 r:; ==- o.667

t: = (). 421 c

L, _--. _ j_ C: 0 --SJ

/ LeJr'o ::: /()

25.0

30.0

~--~----~----------------------r-~~----~~----------------~r35.0

B &F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

Well Record UR-91-4.1A Job Name/Number 7-2439-0101 Coordinates N. 27770 E. 77961 Installation Date ~9;-;--=::17:-:--:-:-=::91~-:-:---:-:-:-==----­Drilling Method HOLLOW STEM AUGER Drilled By WINNEK Logged By ..:.:.WD=H'-'----

ACAD NO. ill___ Page 1 of _1_

SONO:>JS Nl lftll • OOOl 009 009 Oot 00~

'.

~ t"'vr.J)~...{ \

r ~~~~~ ..,_

- ~---~-. -- -. ·- -

'

'

'---'

.·. ·'<' •. " •

. ···: · .•. ,:.::;_.!, ··, ..

... ~ . ~ . .. ·.·· ,,

. I I . 't o~·c:>: ~c; V/

~

~..,

- -e £ '(}-= 'rl PSI ::.f-

3n1VA 03ml003~ Sl 03ll01d 3n1VA A (03A0~3~ V'L ·v 113M) V'l'VO 1S31 ~n1s 09V'1Sl

.. -.

0

aoo·o

010'0

1 ] ]

00 I' 0 j

N I

A

000'01

SE2000 Environmental Logger

1 1/1 4 1 7:14

Unit# UMETCO 1 Test 9

Setups: INPLJT 1

------------ ---------Type Level (F)

Mode TOC I. D. 4.1-A/940

Reference 0.000 SG 1.000 Linearity 0.022 Scale factor 9.976 Offset -0.005 Delay mSEC 50.000

Step 0 11/14 11:08:39

Elapsed Time INPLJT 1

------------ ---------0.0000 0.881 0.0083 -0.414 0.0166 0.762 0.0250 0.837 0.0333 0.790 0.0416 0.765 -0.0500 0.750 0.0583 0.737 0.0666 0.724

'

" 0.0750 0.712 0.0833 0.699 0.1000 0.677 0.1 1 66 0.659 0.1333 0.637 0.1500 0.618 0.1666 0.599 0.1833 0.583 0.2000 0.568 0.2166 0.552 0.2333 0.536

TSTA.60

Page 1

~·TM"f;

~~· w.&i 4. 1 A

"-,,"

' ""'·

TSTA.60

0.2500 0.524 0.2666 0.511 0.2833 0.498 0.3000 0.486 0.31 66 0.477 0.3333 0.467 0.4166 0.429 0.5000 0.404 0.5833 0.382 0.6666 0.370

. 0.7500 0.360

""' 0.8333 0.354 0.9166 0.348 1.0000 0.342 1.0833 0.338 1.1666 0.335

"-...

1.2500 0.332 1.3333 0.329 1.4166 0.326 1.5000 0.326 1.5833 0.323 1 .6666 0.320 1.7500 0.320 1.8333 0.316 1.91 66 0.313 2.0000 0.313 2.5000 0.304 3.0000 0.298 3.5000 0.295 4.0000 0.291 -4.5000 0.288 5.0000 0.285 5.5000 0.282

" 6.0000 0.279 ""' ·. 6.5000 0.276

7.0000 0.276 7.5000 0.273 8.0000 0.269 8.5000 0.269 9.0000 0.269 9.5000 0.266 10.0000 0.266 12.0000 0.263 14.0000 0.257

Page 2

TSTA.60

16.0000 0.254 18.0000 0.251 20.0000 0.247 22.0000 0.244 24.0000 0.241 26.0000 0.241 28.0000 0.238 30.0000 0.238 32.0000 0.235 34.0000 0.235 36.0000 0.235

""' 38.0000 0.235 40.0000 0.232 42.0000 0.232 44.0000 0.232 ,,

46.0000 0.229 48.0000 0.229 50.0000 0.229 52.0000 0.225 54.0000 0.229 56.0000 0.229 58.0000 0.232 60.0000 0.232 62.0000 0.232 64.0000 0.229 66.0000 0.225 68.0000 0.225 70.0000 0.222 72.0000 0.222 74.0000 0.222 -76.0000 0.222 78.0000 0.225 80.0000 0.222

""' 82.0000 0.225 84.0000 0.222 86.0000 0.222 88.0000 0.222 90.0000 0.222 92.0000 0.222 94.0000 0.222 96.0000 0.225 98.0000 0.222 100.000 0.222 110.000 0.222

Page 3

TSTA.60

' "-, '

120.000 0.222 ""' 130.000 0.222

'140.000 0.225 150.000 0.232 160.000 0.219 170.000 0.222 180.000 0.216 190.000 0.213 200.000 0.216 210.000 0.213 220.000 0.213 230.000 0.213 240.000 0.219 250.000 0.216 260.000 0.210 270.000 0.213 280.000 0.207 290.000 0.210 300.000 0.210 310.000- 0.213

•t·'l 320.000 0.210 330.000 0.207

'

Page 4

I

SLUG 4.1A REM 2

/ ~--------------------------~

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL SLUG TEST CALCULATION

[JiOuweR & RICE cAL.cul..A.TioN-METHoo--]

FORMULA ;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;: ;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;:;

SYMBOL VALUE UNITS Lw 11.5 FT Le 7 FT rw 0.667 FT rc 0.421 FT yo 0 SLOPE yt 0.00 SLOPE t 1 SEC C 0.5 CONSTANT

LN(Re/rw) 2.3043 CALCULATION 2.3043

/NV Itt k #NUM! FT /SEC

WELL I UR-91-4.1A I I TEST NO REMOVAL TST 88

SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

b Tb-sl

PERMEABILITY CALCULATION

Page 1

SONO::l3S Nl 3rtll

0 0 l 06 08 Ol 09 OS Ot 0£ oz 0 l 0

~==~====~====~==~=====t====~====~===t====~====tloo·o

-~----r-----r-----~----~----r-----r-----r-----~----~--~010'0

1 ]

3 ·1------r-----r-----~----r-----~----r-----~----~----~--~OOl'O 3

......... ·· .

.... l--------'l------11-------l-------l>-------l~-----l-------l-------1----~-----++- 0 0 0 ' I

l------l------11------ll------ll------11------ll------ll-------1----~----~000'01

3n1YA 030~003~•0' ~- Sl 03ll01d 3n1VA A (03ll'v'1SNI 'v'L 'v ll3M) 'v'1'v'O 1S31 tJnlS 88151

N I

A

FORMULA

SYMBOL

Lw Le rw rc yo yt t c

LN(Re/rw)

k

•. _TEST NO I WELL

/

................... ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. :-:·:·:·:·:·:·:·:·:·:·:·:-:.:·:·:·:· VALUE 11.5

7 0.667 0.421

0 0.00

1 0.5

2.3043 2.3043

#NUM! -- ----

SLUG 4. 1 A INSERT 2

r-----------------------------~

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

ALLUVIAL- FLUVIAL ·SLUG TEST CALCULATION

BOUWER & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT

CALCULATION

T ~ /6t.

FT/SEC

SCREEN ZONE IS GREATER THAN THE SATURATED THIKNESS

Lw=HEIGHT OF WATER Le= EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING (INCLUDING SAND PACK)

CONSTANT FROM CURVE Le/rw

CALCULATION FOR LN(Re/rw)WHEN Lw=H

o ~# -r.w v~: PERMEABILITY CALCULATION

I UR-91-4.1A I I

INSERT TST 88

Page 1

""'--

SE2000 Environmental Logger

11/15 1 3:43

Unit# UMETCO 1 Test 8

Setups: INPUT 1

Level (F) TOC

Type Mode 1.0. 4.1 A/763

Reference 0.000 SG 1.000 Linearity 0.001 Scale factor 1 0.01 8 Offset -0.01 4 Delay mSEC 50.000

Step 0 11/15 00:56:07

Elapsed Time INPUT 1

------------ ---------0.0000 0.000 0.0083 0.000 0.0166 0.000 0.0250 -0.220 0.0333 -0.528 0.0416_ -0 .. 736 0.0500 -0.679 0.0583 -0.667 0.0666 -0.560 0.0750 -0.648

', 0.0833 -0.626 0.1000 -0.538 0.1166 -0.481 0.1333 -0.462 0.1500 -0.447 0.1666 -0.434 0.1833 -0.421 0.2000 -0.412 0.2166 -0.406 0.2333 -0.399

TSTB.8

Page 1

~~~ ~~4 w~ 4.1 A·

"'

TSTB.8

0.2500 -0.393 0.2666 -0.387 0.2833 -0.384 0.3000 -0.380 0.3166 -0.374 0.3333 -0.371 0.4166 -0.362 0.5000 -0.355 0.5833 -0.349 0.6666 -0.346 0.7500 -0.343

""' 0.8333 -0.339 0.9166 -0.339 1.0000 -0.336 1.0833 -0.336 1.1666 -0.336 1.2500 -0.333 1.3333 -0.333 1.4166 -0.333 1.5000 -0.333 1.5833 -0.333 1.6666 -0.333 1.7500 -0.330 1.8333 -0.330 1.9166 -0.330 2.0000 -0.330 2.5000 -0.327 3.0000 -0.327 3.5000 -0.327 4.0000 -0.324

-4.5000 -0.324 5.0000 -0.321 5.5000 -0.321

""' 6.0000 -0.321

', .6.5000 -0.321 7.0000 -0.321 7.5000 -0.321 8.0000 -0.317 8.5000 -0.317 9.0000 -0.317 9.5000 -0.317 10.0000 -0.317 12.0000 -0.314 14.0000 -0.311

Page 2

,.,- -,-- .. -. ,.,.. ~~- ·~ ... " .......... ~ ........ "-·""'·~··"''' :~

TST8.8

16.0000 -0.311 18.0000 -0.311 20.0000 -0.311 22.0000 -0.308 24.0000 -0.308 26.0000 -0.308 28.0000 -0.305 30.0000 -0.305 32.0000 -0.305 34.0000 -0.302 36.0000 -0.302

""' 38.0000 -0.302 40.0000 -0.302 42.0000 -0.302 44.0000 -0.299 46.0000 -0.299 48.0000 -0.299 50.0000 -0.299 52.0000 -0.299 54.0000 -0.299 56.0000 -0.295 58.0000 -0.295 60.0000 -0.295 62.0000 -0.295 64.0000 -0.295 66.0000 -0.292 68.0000 -0.292 70.0000 -0.292

--- 72.0000 -0.292 74.0000 -0.292 76.0000 -0.292 78.0000 -0.292 80.0000 -0.289

""' 82.0000 -0.289 '84.0000 -0.289

86.0000 -0.289 88.0000 -0.289 90.0000 -0.286 92.0000 -0.286 94.0000 -0.286 96.0000 -0.286 98.0000 -0.286 100.000 -0.286 110.000 -0.283

Page 3

TSTB.8

120.000 -0.283 130.000 -0.277 140.000 -0.277 150.000 -0.273 160.000 -0.270 170.000 -0.270 180.000 -0.267 1 90.000 -0.264 200.000 -0.264 210.000 -0.261 ' ' .,,

220.000 -0.258 ' "" 230.000 -0.258

240.000 -0.254 250.000 -0.251 260.000 -0.248 270.000 -0.245 280.000 -0.245 290.000 -0.242 300.000 -0.239 310.000 -0.236 320.000 -0.236 330.000 -0.232 340.000 -0.229 350.000 -0.226 360.000 -0.223 370.000 -0.223 380.000 -0.220 390.000 -0.217 400.000 -0.217 410.000 -0.214 -420.000 -0.210 430.000 -0.210 440.000 -0.207

"" 450.000 -0.204 . 460.000 -0.201

470.000 -0.198 480.000 -0.198 490.000 -0.195 500.000 -0.192 510.000 -0.188 520.000 -0.188 530.000 -0.1 85 540.000 -0.182 550.000 -0.179

Page 4

£9 L ·o- ooo·os9 £9 L ·o- ooo·ov9 99 L ·o- 000'0£9 99 L ·o- 000'029 69 L ·o- ooo·o L9 £L L ·o- 000'009 £L L ·o- 000'06S 9L L '0- ooo·ogs 9L L ·o- OOO'OLS 6L L ·o- 000'09S

9'81Sl

OOOl 008

------tJ c~lGJ ® '

o~ Q<JO/ < -10

'

~ '

SONOHS Nl 3nll

009 oot 00~ . 0

'.

"'11~~ 'U ~170, /'-tli v

. .

-wj __.J

f.I'O '0

\., ?

3n1't'A Q3Qij003~0'l- Sl 03ll01d 3n1VA A (0311V!SNI 'v'L 'v 113M) 'v'!VO !S3! ~n1S SS!Sl

100'0

010'0

1 3 3

.001'0 J

N I

A

000. I

000'01

~ .. l:

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ATTACHMENT C

I

U'.U CTCD )_,(I NefGAL:s CD /2.PDR.ATI ~ t-fc>T 5P Rt N<f:z.~ ) AR,K.JtNCS AS

r-~ &Lt!.VJ-,A-\tON F£>1<. r<.ec.quGR...~ WELL::S ue--L:ft-3~ B _ UR.-91-'3./C J UR-CjJ-·?,ID a.Nt.Ci OIC-~1-3 ... /t::

~oM ~ocJt.Ver and Rtce: : 1 F= 71+t WA-~ LJ::::.\It=L

R 1 s-es 1 N ""'\"1-'E::" S<:.R-~1\l. -::.e=cc tDN A-N _ e~U1 VA-LENT VALuE: W'r ·-rc, {_Ca~:Jt.ncq '¥CtcltV:5) MV"5T f3e- CALCt>LA\"'ED To CDU p~"TE FDU<.. · ll-tE UJ A-n:::=g_ "PIs p L.A<E"Q INTo T1+ E SAN D C> R. cq~AVEL PAC-t.<._ •.

(rc_) eQut VAU::::I-JT ~.P..DJu-s = R 1- h) r 2 + n "' '1-J Yz_ ..... <::.. Lu

U-ktEJR.E Y'\ = Pot<D~~. TLj.

fC ::-- ra.of, I)'S 6 ~ W8.1_ CA:-51 AJ~.

r - y--("" o1, v ~ e F l.V C:'-L-I'A.)- .._,....

r.: = 0. 2 <-;:, FT' c.

r = o. r:,ro 1 Fl J,U

( b 11 ID CAS/N~ J ( 1 ~" ID 1-to LE ) ,

[c \- o. 3o)(o.zs)'- + (o.oo) (o.~b?)jYz_

·~ ~ -: 0. 42 I t=T

11-\ l"S f'c. w 1 LL C> rv L..J-f "13 E OS e D FD If<. A-6ou 2 Ll~T&D WELL...~

WELL

U0-87-3.2

UR-91-3.2B

UR-91-3.2C

UR-91-3.20

UR-91-3.2E

UR-91-4.2A -

UR-91-9.2A

UR-91-20.2A

UR-91-20.2B

UMETCO MINERALS CORPORATION HOT SPRINGS ARKANSAS

SUMMARY OF VALID SLUG TESTING STANLEY SHALE NOVEMBER 1991

BOUWER- RICE CALCULATION METHOD

INSERTION PERMEABILITY TEST REMOVAL FT/SEC

90A INSERTION 6.77E-05 9'1/\

''"" REMOVAL 7.76E-05 TST60 INSERTION 7.88E-05 TST61 REMOVAL 8.70E-Q5

80 INSERTION 8.52E-06 81 REMOVAL 9.49E-06 90 INSERTION 8.53E-06 91 REMOVAL 9.21 E-06

TST60 INSERTION 3.86E-05 TST870 INSERTION 5.87E-05 TSTB71 REMOVAL 5.90E-05

70 INSERTION 9.08E-05 71 REMOVAL 9.40E-05

60A INSERTION 5.47E-06 60A INSERTION 5.47E-06 61A REMOVAL 4.99E-06

TST80 INSERTION 3.68E-05 TST81 REMOVAL 4.22E-05 TST90 INSERTION 3.38E-06 TST91 REMOVAL 2.95E-06

TSTB60 INSERTION 1.97E-04 TST861 REMOVAL 2.44E-04 TSTB61 REMOVAL 9.67E-05

Page 1

HYDRAULIC CON DUCT IV ITY GAL/DAY/FT2

43.7 50.1 50.9 56.2 5.5 6.1 5.5 5.9

24.9 37.9 38.1 58.7 60.7 3.5 3.5 3.2

23.8 27.3 2.2 1.9

127.3 157.6 62.5

FORMULA ·················· .................. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· SYMBOL VALUE

Lw 65 Le 45 rw 0.411 rc 0.25 yo 0.89 yt 0.1 t 152 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.6842

3.684

k 3.68E-05

I WELL I UR-91-4.2A I

TEST NO TST 80

SLUG 4.2A INST

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

BOUWER & RICE CALCULATION METHOD

·················· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· :-:·:·:·:-:-:-:-:-:-:·:·:·:·:-:-:-:-: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

INSERT I

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

Page 1

,., WELL INSTALLATION RECORD Elev. Depth Description (FHt) (feet)

-

423.73 -

' -'

-422.71 SURVEY PIN ELEVAllON

422.25 0.0 CLAY: sflty, brown ClAY: dtv. QI'QYIII!v. red

GRAVEL: dayey, red 10- CLAY: sDty, gravelly (angular), red

-

20-

SHALE: tannish-gray, weathered 30-

-40-

-

so-- SHALE: gray

60-

- quartz veins 65' to 70' fracture with quartz at 68.5'

70- b'G' iron stains 68' to 70' LfiJ-== 4-S' - Le:

80- - ~ =- (),4// 1

- I

so-fC '-:: t/,25

Left, - ' rw 100- A= 4,5

-B~ !),,8

110- £ - .-

'!' .

B&F'ENGINEERING, INC~ 928 AIRPORT ROAD

HOT SPRINGS, ARKANSAS 71913 {501) 767-2366

usc Graphic Well Completion Detail USGS Log

'NELL CAP VENTED

~ ~p('Jf CONCRETE

PAD W11H SURvt:Y \weLL ["REBAR

ot•l ..).,

" ,

_[·t· :~·;..=.~-·~·: J. t.:t. :~·,;..=.~ .• ~·· Ml-CI. I 0-- ~ ~

B. H. GM-

~ CEMENT &

~ -DIAMETER

GC BENTONITE ~ 16"

~ GROUT - ~ ~ \]

SURFACE 5J ~ CASING

~ I ~ ~

-5'6; w~u

~ STEEL

~ ~ I ~ --- ~ ------ I

~ --- I --- 0 --- I .. WELL RISER --- BENTONITE ll." D\Ir' --- ... --- ~illETS ScHj4 lHD --- = ---C~iRAUZER-V· == . ..,.:, --- ~ .;/.: --- S1AINLESS STEEl == I --- I --- i == . ·. I --- I B.H. --- == f------- i 01 AMETER == ..... ------ 9 7/8" == ~j --- == --- ' ·---- == ---' == --- I --- lJ) ~ ---- WELL stREEN --- '-S}'-l .. == ..

6" PVq SCH 40 ------ == . ·. 0.02" ACHINE f------- flLTER PACK == SLOT f------- 0.8-1.2 == --- ARKHOLA - == ------ == ---~gAP ---

cltNiRAUZER - < == ~ SUMP --- BOTTO! f---- / ;) lt.t.l..-

B.O.H. = 78.7 FT.

T'5T i!D T~T' <fj I IN'S I ~·

~-0 0,'$1 ~,8'8

~t (), /6 0 .1o·

t !52 /32

Well Record UR-91-4.2A

Job Name/Number 7-2439-0101 Coordinates N. 27747 E. 77978 Install at ion Date .=..9_--=2-=-1-_9=...1.:..__ _____ _ Drilling Method HOLLOW STEM AUGER/AIR ROTARY

Drilled By WINNEK Logged By """WO=..:....:..H __

ACAD NO. 190 Page 1 of 1

. . ..

1-

1-

1-

-

0.0

-- 10.0

-- 20.0

-- 30.0

-

- 40.0

-

- 50.0

-- 60.0

1-

r- 70.0

1-

r- 80.0

1-

r- 90.0

-

- 100.0

-

r- 110.0

y

1 N

1 0. 0 0

1 . 0 0

r o . 1 o [ [

T

0. 0 1

0.00

0

.0....:

0

0

1

~ lJo""

r----.

.

-

r-

TST80 SLUG TEST DATA (WELL 4.2 INSTALLED) Y VALUE PLOTIED IS -l.O•RECORDED VALUE

C), ~9

~ ~ ~ . . .

------------. ..

------------

t::. /5?-

.

1----------------;--~.1:--:;0/ ::>

. .

0 20 40 60 80 1 0 0 1 2 0 1 4 0 1 G U

TIME IN SECONDS

' -

'..

"

SE2000 Environmental Logger

11/14 09:17

Unit# UMETCO 1 Test 8

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC I. D. ~/763 4.2/763

4-,JA Reference 0.000 0.000 SG 1.000 1.000 Linearity 0.001 0.001

TST.80

Scale factor 1 0.01 8 10.018 Offset -0.014 -0.014 Delay mSEC 50.000 50.000

StepO 11/1311:21:09

Elapsed Time INPUT 1 INPUT 2

------------ --------~ ---------0.0000 5.178 '• -0.003 0.0083 5.181 -0.003 0.0166 5.181 -0.003 0.0250 4.703 -0.129 0.0333 4.325 -0.550 0.0416- 4.788. -0.692 0.0500 4.344 -0.834 0.0583 4.885 -1.029 0.0666 4.684 -0.761 0.0750 4.614 -0.872

"· 0.0833 4.633 -0.632 0. iOOO 4.662 -0.818 0.1166 4.687 -0.818 0.1333 4.706 -0.802 0.1500 4.718 -0.790

0.1666 4.731 -0.777 0.1 833 4.744 -0.765 0.2000 4.750 -0.755 0.2166 4.756 -0.742 0.2333 4.766 -0.733

Page 1

~ TJUt

~~ Lf,J A 4-,2A ~ trwt-~ ~ ()J~ 4.1 A ~ 11-ILf-q(

·------------:-:..~....;..-........ -.:.:.--.:.:.· '""'"' • ......., ......... ;0:.." .................... , ........ ·.-.--o----.:.'"""' '""'-".;..;,;-''-""' . --...... ·;.;.;..·· . ....,. ,.,. ..... ol:>.:.·-.·.:.;.,.·.· ...... ;.:;.·.-;·:....,;. ~~

TST.80

0.2500 4.772 -0.724 0.2666 4.778 -0.711 0.2833 4.781 -0.702 0.3000 4.784 -0.695 0.3166 4.788 -0.683 0.3333 4.791 -0.676 0.4166 4.803 -0.635 0.5000 4.810 -0.598 0.5833 4.813 -0.563 0.6666 4.816 -0.532 0.7500 4.819 -0.503 0.8333 4.819 -0.478 0.9166 4.822 -0.453 1.0000 4.822 -0.434 1.0833 4.825 -0.415 1.1666 4.825 -0.393 1.2500 4.825 -0.377 1.3333 4.825 -0.362 1.4166 4.825 -0.346 1.5000 4.825 -0.330 1.5833 4.829 -0.31 7 1.6666 4.829 -0.305 1.7500 4.829 -0.292 1.8333 4.829 -0.280 1.9166 4.829 ·. -0.270 2.0000 4.829 -0.258 2.5000 4.832 -0.210 3.0000 4.832 -0.173 3.5000 4.832 -0.147 4.0000:. 4,838 -0.125 4.5000 4.838 -0.107

5.0000 4.841 -0.094 5.5000 4.841 -0.085

-~ 6.0000 4.841 -0.078 6.5000 4.841 -0.072 7.0000 4.844 -0.066 7.5000 4.841 -0.066 8.0000 4.844 -0.056 8.5000 4.841 -0.053 9.0000 4.847 -0.047 9.5000 4.851 -0.044 10.0000 4.847 -0.040 12.0000 4.854 -0.037 14.0000 4.854 -0.034

Page 2

......... _ .... __ ......... _._ ............... __ ;_._.- --~ ........ h·--- .·.- .

TST.80

16.0000 4.857 -0.031 18.0000 4.860 -0.025 20.0000 4.863 -0.022 22.0000 4.863 -0.025 24.0000 4.863 -0.025 26.0000 4.863 -0.022 28.0000 4.866 -0.022 30.0000 4.863 -0.022 32.0000 4.866 -0.022 34.0000 4.869 -0.022 36.0000 4.866 -0.022 38.0000 4.869 -0.022 40.0000 4.873 -0.015 42.0000 4.869 -0.018 44.0000 4.873 -0.015 46.0000 4.873 -0.01 5 48.0000 4.876 -0.01 5 50.0000 4.873 -0.015 52.0000 4.873 -0.018 54.0000 4.873 -0.018 56.0000 4.873 -0.022 58.0000 4~873 -0.018 60.0000 4.876. -0.015 62.0000 4.876 -0.01 5 64.0000 4.876 -0.015 66.0000 4.876 -0.018

- 68.0000 4.873 -0.018 70.0000_ 4.879 -0.015 72.0000 4.879 -0.015 74.0000 4.879 -0.018 76.0000 4.879 -0.015

' 78.0000 4.879 -0.015 " 80.0000 4.882 -0.015

82.0000 4.882 -0.015 84.0000 4.879 -0.018 86.0000 4.882 -0.015 88.0000 4.885 -0.015 90.0000 4.882 -0.018 92.0000 4.885 -0.01 5 94.0000 4.882 -0.018

Page 3

FORMULA ................... ·:::::::::::::::::::::::::::::::::::: ··················

SYMBOL VALUE

Lw 65 Le 45 rw 0.411 rc 0.25 yo 0.88 yt 0.1 t 132 A 4.5 8 0.8

(H-Lw/rw) 6.0 LN(Re/rw) 3.6842

3.684

k 4.22E-05

SLUG 4.2A REM

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

BOUWER & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC ---

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

~~~L~o~uR;~~~A L RE~(JVAL I

Page 1

y

I N

1 0.

1.

f 0 . E E T

0.

0.

000

~

tl(:

1 0 0

0 10

0 0 1

r

TST81 SLUG TEST DATA (WELL 4.2 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

~~ \ ~ ~

I r---:_ ... . .

~-----I /]_1 r-----

' !--... I ;--t--

t =- 13'2-~ , o./ b t~

-

0 20 40 60 80 1 0 0 1 2 0 1 4 0

TIME IN SECONDS

.

-··

-

-

1 G 0

'""'

SE2000 Environmental Logger

11/14 09:16

Unit# UMETCO 1 Test 8

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC 1.0. ~/763 4.2/763

4,1 A Reference 0.000 0.000 SG 1 .000 1 .000 Linearity 0.001 0.001

TST.81

Scale factor 1 0.01 8 10.018 Offset -0.014 -0.014 Delay mSEC 50.000 50.000

Step 1 11/1 3 12:56:01

Elapsed Time INPUT 1 INPUT 2

------------ --------~ ---------0.0000 4.885 -0.015 0.0083 4.885 1.41 3 0.0166 4.885 1.136 0.0250 4.885 0.928 0.0333 4.885 0.884 0.0416 4\885 0.840 0.0500 4.888 . 0.859 0.0583 4.885 0.853 0.0666 4.885 0.824 0.0750 4.888 0.827 0.0833 4.888 0.815 0.1000 4.888 0.802 0.1166 4.885 0.787 0.1333 4.885 0.771 0.1500 4.888 0.758 0.1666 4.888 0.746 0.1833 4.885 0.736 0.2000 4.885 0.724 0.2166 4.885 0.71 1 0.2333 4.885 0.698

Page 1

TST.81

0.2500 4.885 0.686 0.2666 4.885 0.680 0.2833 4.885 0.670 0.3000 4.885 0.661 0.3166 4.885 0.651 0.3333 4.885 0.642 0.4166 4.885 0.598 0.5000 4.885 0.560 0.5833 4.885 0.528 0.6666 4.885 0.497 0.7500 4.885 0.469 0.8333 4.885 0.443 0.9166 4.885 0.421 1.0000 4.885 0.399 1.0833 4.885 0.380 1.1666 4.885 0.362 1.2500 4.885 0.343 1 .3333 4.885 0.330 1.4166 4.885 0.314 1.5000 4.885 0.302 1.5833 4.885 0.289 1.6666 4.885 0.277 1.7500 4.885 0.267 1.8333 4.885 0.255 1.9166 4.885 . 0.245 2.0000 4.885 0.236 2.5000 4.885 0.188 3.0000 4.885 0.157 3.5000 4.885 0.132 4.0000_ 4~885 0.110 4.5000 4.882 0.094 5.0000 4.885 0.085

'· 5.5000 4.885 0.078

~ 6.0000 4.885 0.072 6.5000 4.885 0.062 7.0000 4.885 0.059 7.5000 4.885 0.056 8.0000 4.885 0.050 8.5000 4.885 0.047 9.0000 4.885 0.047 9.5000 4.888 0.044 10.0000 4.888 0.040 12.0000 4.891 0.031 14.0000 4.888 0.025

Page 2

16.0000 4.891 18.0000 4.888 20.0000 4.891 22.0000 4.891 24.0000 4.888 26.0000 4.891 28.0000 4.891 30.0000 4.891 32.0000 4.895

0.022 0.018 0.018 0.009 0.006 0.009 0.009 0.003 0.006

TST.81

Page 3

. .

I

FORMULA ··················· ·················· ·::::::::::::::::::::::::::::::::::::

SYMBOL VALUE

Lw 54 Le 40 rw 0.411 rc 0.25 yo 0.94 yt 0.1 t 1835 A 4.3 8 0.7

(H-Lw/rw) 6.0 LN(Re/rw) 3.5390

3.539

k 3.38E-06

I WELL I UR-91-9.2A I TEST NO TST90

SLUG 9.2A INST

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

BOUWER & RICE CALCULATION METHOD

::::::::::::::::::::::::::::::::::::: UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

INSERT I

SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

Page 1

WELL INSTALLATION RECORD Dev. Depth

(Feet) (Feet)

412.54

410.83

Description USC Graphic L09

Well Completion Detail

410.47 o.o ~~!§:::~~L========i~m~r--......1:.!..::.-...::.~\t--r~re.H.'--1

10

20

30

SHALE: gray, iron stained

40 sfatey at 42.5' to 43.5'

50

60 SILTSTONE: greenish-gray, with shale stringers

70

Lw::: -64' 80 I

YJV -= t£), 41 I I I 90 Yc, -::: o.zs

100 L~= ~ 97.3-

i ,.../,<.) p.~ 4,.3

,·, c

B= o .. 7

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

B.O.H. = 83.08 FT.

~--c CjC> Ts7 9/ :C;If"S ' E,t:A/J·

~0 o.94 c;,'jtJ

C),/0 o, /o ~t

c:-o5Cf t~ PS3 '£ Well Record UR-91-9.2A Job Name/Number 7-2439-0101 Coordinates N. 27321 E. 76888 Installation Date ~9---=.20~--9~1~-----­Drilling Method HOLLOW STEM AUGER/AIR ROTARY Drilled By WINNEK Logged By ..:.:WD.=....H __

ACAD NO. 193 Page 1 of _1_

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

110.0

1 0. 0 0 0

1 . 0 0 0

y

I N

f 0. 1 0 0 E E T

0. 0 1 0

0. 0 0 1

/_~0 -=-o

\~ \ . \\ \ .

\ ·· .. \ \

. ' \ \ \ ;\

lj~ ()r/

-

TST90 SLUG TEST DATA (WELL 9.2A INSTALLED) Y VALUE PLOTIED IS -1.0•RECORDED VALUE

,q'-{

. . 1~3 c; . . t \

. . . . \ . . ..

\ . .

:;' \

. . .. . . .. .. .. . .

. . . .

. .

0 2000 40 0 0 6000 8000 10000

TIIAE IN SECONDS

-

-

-

-

.

. .

1 2 0 0 0 1 4 0 0 0

SE2000 Environmental Logger

11/14 09:09

Unit# UMETCO 1 Test 9

Setups: INPUT 1

------------ ---------Type Level (F) Mode TOC I. D. 9.2A/763

Reference 0.000 SG 1.000 Linearity 0.001 Scale factor 1 0.01 8 Offset -0.014 Delay mSEC 50.000

Step 0 11/1 3 1 3:49:32

Elapsed Time INPUT 1

------------ ---------0.0000 0.000. 0.0083 0.000 0.0166 -0.698 0.0250 -0.925 0.0333 -0.916 0.0416-_ -0_.997 0.0500 -0.787 0.0583 -1.070 0.0666 -0.953 0.0750 -0.853 0.0833 -0.887 0.1000 -0.894 0.1166 -0.906 0.1333 -0.894 0.1500 -0.894 0.1666 -0.897 0.1833 -0.894 0.2000 -0.894 0.2166 -0.890 0.2333 -0.890

·-h&~ .... .,. t-,•.

TST.90

Page 1

TST.90

0.2500 -0.887 0.2666 -0.887 0.2833 -0.884 0.3000 -0.884 0.31 66 -0.881 0.3333 -0.881 0.4166 -0.878 0.5000 -0.872 0.5833 -0.865 0.6666 -0.859 0.7500 -0.853 0.8333 -0.849 0.9166 -0.843 1.0000 -0.840 1.0833 -0.834 1.1666 -0.831 1.2500 -0.824 1.3333 -0.818 1.41 66 -0.815 1.5000 -0.809 1.5833 -0.802 1.6666 -0.799 1.7500 -0.796 1.8333 -0.790 1.9166 -0.787 2.0000 -0.780 2.5000 -0.758 3.0000 -0.733

--- 3.5000 -0.711 4.000Q_ -0 .. 689 4.5000 -0.670 5.0000 -0.651

·, 5.5000 -0.635

"' 6.0000 -0.617 ., '6.5000 -0.601

7.0000 -0.585 7.5000 -0.569 8.0000 -0.557 8.5000 -0.541 9.0000 -0.525 9.5000 -0.513 10.0000 -0.500 12.0000 -0.456 14.0000 -0.418

Page 2

TST.90

16.0000 -0.380 18.0000 -0.349 20.0000 -0.324 22.0000 -0.295 24.0000 -0.277 26.0000 -0.254 28.0000 -0.236 30.0000 -0.220 32.0000 -0.204 34.0000 -0.192 36.0000 -0.179 38.0000 -0.166 40.0000 -0.157 42.0000 -0.147 44.0000 -0.138 46.0000 -0.132 48.0000 -0.122 50.0000 -0.11 6 52.0000 -0.110 54.0000 -0.103 56.0000 -0.100 58.0000 -0.094 60.0000 -0.088 62.0000 -0;084 64.0000 -0.081 '• 66.0000 -0.075 68.0000 -0.072

• !

70.0000 -0.069 72.0000 -0.066 74.000Q -0.062 76.0000 -0.059 78.0000 -0.056 80.0000 -0.053

' 82.0000 -0.053 84.0000 -0.050 86.0000 -0.047 88.0000 -0.044 90.0000 -0.044 92.0000 -0.040 94.0000 -0.040 96.0000 -0.037 98.0000 -0.037 100.000 -0.034 110.000 -0.031

Page 3

TST.90

120.000 -0.025 130.000 -0.018 140.000 -0.018 150.000 -0.012 160.000 -0.012 170.000 -0.009 180.000 -0.009 190.000 -0.006 200.000 -0.006 210.000 -0.003 220.000 -0.003 230.000 0.000

-..: ..

Page 4

FORMULA

SYMBOL

Lw Le rw rc yo yt t A 8

(H-Lw/rw) LN(Re/rw)

k

I WELL TEST NO

................... ·················· ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· ................... ·················· VALUE

54 40

0.411 0.25 0.9 0.1

2059 4.3 0.7 6.0

3.5390 3.539

2.95E-06

SLUG 9.2A REM

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

---·

[-UBOUWER & RICE c;_ALCULATION METHOD

. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. ••••••••••••••• 0 •••• 0 ................. ~ .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·,;

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

I UR-91-9.2A I TST91 REMOVAL

Page 1

10.000

1. 0 00

y

I N

r 0. 1 00" E E T

0.010

0.001

I I I , l

TST91 SLUG TEST DATA (WELL 9.2A REMOVED) Y VALUE PLOTTED IS RECORDED VALUE

I~ ~0o::e>/1o

' . .

K· . . . . . . . . . . . . . J """

~t7 0# '0

c -;.:J_OSCf

-

0 1000 2000 3000

T IIH IN SECONDS

. . . ~ . . . .

4000 5000

"'

-- --- .. -·-- --·- --·----------~----.r..~.--......... ~ ... ~--............ ---......._ ........... -

SE2000 Environmental Logger

11/14 09:07

Unit# UMETCO 1 Test 9

Setups: INPUT 1

------------ ---------Type Level (F) Mode roc I. D. 9.2A/763

Reference 0.000 SG 1.000 Linearity 0.001 Scale factor 1 0.01 8 Offset -0.014 Delay mSEC 50.000

Step 1 11/13 17:48:41

Elapsed Time INPUT 1 ------------ ________ ._

0.0000 0.280 0.0083 0.550 0.0166 0.818 0.0250 0.887 0.0333 0.897 0.0416~ 0 .. 912 0.0500 0.928 0.0583 0.906 0.0666 0.909 0.0750 0.922

. 0.0833 0.903 0.1000 0.916 0.1166 0.912 0.1333 0.900 0.1500 0.900 0.1666 0.906 0.1833 0.903 0.2000 0.900 0.2166 0.897 0.2333 0.894

TST.91

Page 1

TST.91

0.2500 0.900 0.2666 0.897 0.2833 0.894 0.3000 0.890 0.3166 0.890 0.3333 0.887 0.4166 0.884 0.5000 0.875 0.5833 0.875 0.6666 0.868 0.7500 0.862 0.8333 0.859 0.9166 0.853 1.0000 0.849 1.0833 0.843 1.1666 0.840 1.2500 0.834 1.3333 0.831 1.4166 0.827 1.5000 0.821 1.5833 0.818 1.6666 0.815 1.7500 0.812 1.8333 0.805 1.91 66 0.802 2.0000 0.796 2.5000 0.774 3.0000 0.752 3.5000 0.730 4.0000_ 0.711 4.5000 0.692 5.0000 0.673 5.5000 0.654

" 6.0000 0.635 ~. 6.5000 0.623

7.0000 0.604 7.5000 0.591 8.0000 0.576 8.5000 0.563 9.0000 0.550 9.5000 0.535 10.0000 0.525 12.0000 0.478 14.0000 0.437

Page 2

TST.91

16.0000 0.402 18.0000 0.371 20.0000 0.343 22.0000 0.317 24.0000 0.295 26.0000 0.277 28.0000 0.258 30.0000 0.242 32.0000 0.226 34.0000 0.214 36.0000 0.204 38.0000 0.192 40.0000 0.182 42.0000 0.173 44.0000 0.163 46.0000 0.157 48.0000 0.151 50.0000 0.144 52.0000 0.138 54.0000 0.132 56.0000 0.129 58.0000 0.122 60.0000 0.119 62.0000 0.116 64.0000 0.110 66.0000 0.107 68.0000 0.103 70.0000 0.100

' 72.0000 0.100 74.0000 0.097 76.0000 0.094 78.0000 0.091 80.0000 0.088

" 82.0000 0.088 '84.0000 0.084

86.0000 0.084 88.0000 0.081 90.0000 0.081 92.0000 0.078 94.0000 0.078 96.0000 0.075 98.0000 0.075 100.000 0.075 110.000 0.066

Page 3

TST.91

120.000 0.062 130.000 0.059 140.000 0.056 150.000 0.053 160.000 0.053 170.000 0.053 180.000 0.050 190.000 0.050 200.000 0.047 210.000 0.047 220.000 0.047 230.000 0.047 240.000 0.047 250.000 0.047 260.000 0.044 270.000 0.047 280.000 0.044 290.000 0.044 300.000 0.044 310.000 0.044 320.000 0.047 330.000 0.047 340.000 0.044 350.000 0,047 360.000 0.044 370.000 0.044 380.000 0.044 390.000 0.047 400.000 0.047 410.000 0.047 420.000 0.047 430.000 0.047 440.000 0.047

" 450.000 0.050

. 460.000 0.050 470.000 0.050 480.000 0.050 490.000. 0.053 500.000 0.053 510.000 0.053 520.000 0.053 530.000 0.053 540.000 0.056 550.000 0.056

Page 4

TST.91

560.000 0.056 570.000 0.056 580.000 0.056 590.000 0.059 600.000 0.059 610.000 0.059 620.000 0.059 630.000 0.059 640.000 0.059 650.000 0.059 660.000 0.059 670.000 0.062 680.000 0.062 690.000 0.062 700.000 0.062 710.000 0.062 720.000 0.062 730.000 0.066 740.000 0.066 750.000 0.066 760.000 0.066 770.000 0.066 780.000 0.066 790.000 0.066 -800.000 0.069 810.000 0.069 820.000 0.069

~ 830.000 0.069

'840.000 0.072 850.000 0.072 860.000 0.072 870.000 0.072

Page 5

FORMULA ·:::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 70 Le 42 rw 0.411 rc 0.25 yo 0.99 yt 0.1 t 32 A 4.5 B 0.7

(H-Lw/rw) 6.0 LN(Re/rw) 3.6980

3.698

k 1.97E-04 ~---

WELL UR-91-20.2A TEST NO TST B60

--

SLUG 20.2A INST

[

- UMETCO MINE--RALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

--------

UQUWE] &J3JCE CALCULATION METHOD J .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. ::::::::::::::::::::::::::::::::::::: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

uNrrs FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

INSERT

I

I

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

Page 1

-..... ···-

. MONITORING WELL INSTALLATION RECORD Elev. Depth

(Feet) (Feet)

428.57

426.33 425.83 0.0

10

20

30

40

50

60

Description

SURVEY PIN ELEVATION

CLAY: sHty, gravelly, {angular), tan-red

CLAY: with shale clusts, tan-gray, and weathered shale

Siltstone stringer 0 28', 58.5-59' color change from gray to tan in water discharged from hole

928 AIRPORT ROAD HOT SPRINGS. ARKANSAS . 71913

(501) 767-2366

USC Graphic USGS Log Well Completion Detail

t::::"'l~WEI.l SCREEN 6" PVC SCH 40, 0.02• LIACHINE 1

SLOT : ... ~~

I

I

Well Record UR-91-20.2A

Job Name/Number 7-2439-0101 Coordinates N. 28494 E. 76765 Installation Date =.9_-.=2..:...1 --=-91,!__ __ -:----­Drilling Method HOLLOW STEM AUGER/AIR ROTARY Drilled By WINNEK Logged By ..:.;WD.::;.:..;.H __

ACAD NO. 202 Page 1 of _1_

0.(

1 0.(

20.(

30.(

40.(

50.(

60.(

y

I N

'l).{f\f1- ? TSTB60 SLUG TEST DATA (WELL 20.2A INSTALLED) 5 ~~ ~ \.-1 ,( c_v..(!.vrr:_ ~

Y VALUE PLOTIED IS -1 .O•RECORDED VALUE

l0.000~----~----+-----~--~~---4-----4-----+-----r----~-----

-, . f 0.100~----4-----+-----~l/~~~----4-----4-----+-----+-----~----l

E D ~ E / '""-

! ">(,o./D ~ ..

0.010~--~4-~--+-----~--~~--~----~-----+-----r-----r----+

0.001~====~===t====t===~=====F====+===~====~====~===+ 0 1 0 20 30 40 50 60 70 80 90 1 0 0

TIME IN SECONDS

SE2000 Env i ronmenta I Logger

11 I 14 23:05

Unit# UtvtETCO 1 Test 6

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC 1.0. 20.2A/94 20.28/76

Reference 0.000 0.000 SG 1.000 1.000 Linearity 0.022 0.001 Scale factor 9.976 1 0.018 Off set -0.005 -0.014 Delay mSEC 50.000 50.000

Step 0 11/14 18:57:16

Elapsed Time INPUT ' INPUT 2

------------ --------- ---------0.0000 -0.003. -0.006 0.0083 -0.003 -0.003 0.0166 0.000 -0.003 0.0250 0.000 -0.003 0.0333 -0.317 -0.006

'

0.0416 -0.725 -0.003. - . -.. '

0.0500 -0.876 -0.018 . '

0.0583 -0.854 -0.132 0.0666 ::-0.688 -0.103

" 0.0750 -0:6_69 -0.119 0.0833 -0.656 -0.132 0.1 000 -0.663 -0.160 0.1166 -0.609 -0.100 0.1333 -0.565 -0.072 0.1 500 -0.524 -0.072 0.1666 -0.487 -0.066 0.1 833 -0.455 -0.062 0.2000 -0.424 -0.059 0.2166 -0.395 -0.056

- 1 -

.... -'-'·" •• ¥0• -~~-· • ---- "····· ·---'- •• ,. "-~ ----- ·-·'· •• '- _, ·-~·-~··--·--··-·-- _____ _,_ ... ......,. ...... - •••• ___ .............. ~-·~ -~-··~~- -·--· "·'~"-""'""'-W~e ·-~-

0.2333 -0.367 -0.053 0.2500 -0.345 -0.053 0.2666 -0.320 -0.053 0.2833 -0.301 -0.050 0.3000 -0.282 -0.047 0.31 66 -0.263 -0.047 0.3333 -0.248 -0.044 0.4166 -0.188 -0.040 0.5000 -0.141 -0.034 0.5833 -0.106 -0.028 0.6666 -0.084 -0.025 0.7500 -0.069 -0.022 0.8333 -0.056 -0.018 0.9166 -0.047 -0.015 1.0000 -0.040 -0.012 1.0833 -0.034 -0.009 1.1666 -0.031 -0.009 1.2500 -0.028 -0.006 1.3333 -0.025 -0.003 1.41 66 -0.021 -0.003 1.5000 -0.01 8 0.000 1.5833 -0.01 8 0.000 1.6666 -0.015 0.003 1.7500 -0.015 0.003 1.8333 -0.015 . 0.006 1.91 66 -0.015 0.006 2.0000 -0.015 0.009 2.5000 -0.015 0.003 3.0000 -0.012 0.003 3.5000 -0.012 0.006 . - . ' .

4.0000 -0.01 2 0.003

4.5000 -0.012 0.003 5.0000 ~0.012 0.003 5.5000 -0~012 0.006 6.0000 -0.009 0.006 6.5000 -0.009 0.003 7.0000 -0.009 0.009 7.5000 -0.009 0.012 8.0000 -0.009 0.015 8.5000 -0.009 0.009 9.0000 -0.009 0.006 9.5000 -0.009 0.006 10.0000 -0.009 0.006

- 2-

12.0000 -0.006 0.006 14.0000 -0.009 0.006 16.0000 -0.009 0.006 18.0000 -0.006 0.006 20.0000 -0.006 0.006 22.0000 -0.006 0.006 24.0000 -0.006 0.006

- 3 -

FORMULA .................. ..................

:-:-:-:-:-:-:-:-:·:-:-:-:-:·:·:-:-:-: ·················· SYMBOL VALUE

Lw 70 Le 42 rw 0.411 rc 0.25 yo 1.1 yt 0.1 t 27 A 4.5 8 0.7

(H-Lw/rw) 6.0 LN(Re/rw) 3.6980

3.698

k 2.44E-04 --- -- ----~ -~---

WELL UR-91-20.2A TEST NO TST 861

SLUG 20.2A REM

[

- UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

---·--

UOUWER & RICE CALCULATION METHOD

.................. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· :-:-:-:-:-:·:·:-:-:-:-:-:-:-:-:·:·:-: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC ----•- --~-

REMOVAL --

I

i

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

Page 1

10.000

I . 0 0 0

y

I N

f 0. I 0 0 E E T

0. 0 1 0

0. 0 0 1

"~ ~u=> /. I

TSTB61 SLUG TEST DATA (WELL 20.2A REMOVED) Y VALUE PLOTTED IS RECORDED VALUE

I ~~ ~,) I

I -t. ::- 'J-7

1\ }"""

~t-""0 ,fO . .

. .

0 1 0 2 0 30 40 50 60 70

TIIH IN SECONDS

"" ....... -.. ,_._·, ,, .. ·--..!-···

-

-

.

-

-80 90 1 0 0

·=- .

' ' " ""

··-- -·~ ··-··--... -~ ... ~' - ,,,.<·._...,-··~·""'~"""""-r'"·"'·.~· • . ~-·-~ ... ~ ... _.,__.1_...-.. •• -p__..:.a ,_;...,.:

TST8.61

SE2000 Environmental Logger

11/14 23:06

Unit# UMETCO 1 Test 6

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC I.D. 20.2A/94 20.28/76

Reference 0.000 0.000 SG 1 .000 1 .000 Linearity 0.022 0.001 Scale factor 9.976 10.018 Offset -0.005 -0.014 Delay mSEC 50.000 50.000

Step 1 11/14 19:23:09

Elapsed Time INPUT 1 INPUT 2

------------ --------- ---------0.0000 -0.003 0.251 0.0083 0.000 0.192 0.0166 0.474 0.528 0.0250 -0.021 0.856 0.0333 0.886 0.849 0.0416~ 0~851 0.834 0.0500 0.807 0.805 0.0583 0.776 0.805 0.0666 0.747 0.790 0.0750 0.703 0.771 0.0833 0.681 0.768 0.1000 0.628 0.736 0.1166 0.581 0.717 0.1333 0.540 0.705 0.1500 0.499 0.683 0.1666 0.465 0.664 0.1833 0.430 0.645 0.2000 0.402 0.632 0.2166 0.377 0.620 0.2333 0.351 0.601

Page 1

., " . ·' '"-' .. ···~-- ~- ... ,, . . le ~-~~;.....:.....,_, __ ........... .,.:Or ' . ..;~~··. !.'· ' b .

4'~ ~~ w~ jo~-:l.A ~.ze,

......

TSTB.61

0.2500 0.326 0.585 0.2666 0.304 0.572 0.2833 0.285 0.563 0.3000 0.267 0.550 0.3166 0.251 0.538 0.3333 0.235 0.528 0.4166 0.179 0.484 0.5000 0.131 0.440 0.5833 0.100 0.406 0.6666 0.078 0.374 0.7500 0.062 0.343 0.8333 0.050 0.317 0.9166 0.040 0.295 1.0000 0.034 0.277 1.0833 0.031 0.258 1.1666 0.025 0.242 1.2500 0.025 0.226 1 .3333 0.021 0.210 1.4166 0.018 0.201 1.5000 0.018 0.188 1.5833 0.015 0.179 1.6666 0.015 0.169 1.7500 0.015 0.160 1.8333 0.012 0.154 1.91 66 0.012 . 0.144 2.0000 0.015 0.138 2.5000 0.009 0.103 3.0000 0.009 0.081 3.5000 0.006 0.066 4.0000- 0.012 0.059 4.5000 - o:oo9 0.050 5.0000 0.009 0.047 5.5000 0.006 0.044

' '" 6.0000

"' 0.006 0.040

' .. 6.5000 0.006 0.037 7.0000 0.006 0.031 7.5000 0.003 0.028 8.0000 0.003 0.031 8.5000 0.006 0.028 9.0000 0.006 0.028 9.5000 0.006 0.025 10.0000 0.006 0.025 12.0000 0.003 0.025 14.0000 0.003 0.018

Page 2

t .•.. . . ·~· ~ ..

tt' I , ... ,·,'·•·n..-~.:...~c.....-........... ""-',·---:....:.~ .. ~---~ ...... ~.,;. ___ • ~ .......... ,.,...... : .• l. ••. :: ..... ~~-.. -~ .. ~~-~···. ,.,.,be 0 e" 't?t ·.~,.·.·, <

16.0000 18.0000 20.0000 22.0000

0.003 0.009 0.003 0.012 0~006 0.012 0.003 0.006

TSTB.61

Page 3

FORMULA ::::::::::::::::::::::::::::::::::::: SYMBOL VALUE

Lw 78.5 Le 42.5 rw 0.411 rc 0.25 yo 0 yt 0 t 1 A 4.5 B 0.7

(H-Lw/rw) 6.0 LN(Re/rw) 3.7724

3.772

k #NUM! - ---··----

WELL UR-91-20.28 TEST NO TST 861

---- -

SLUG 20.28 INST

[

-UMETC.O MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STAN LEY SHALE SLUG TEST CALCULATION

---·

[]QUWER& RICE CALCULATION METH01C)

.................. ................... ·················· ................... ................... SATURATED THICKNESS IS GREATER THAN SCREEN ZONE ··················· UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

REMOVAL

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 · CALCULATION FOR LN(Re/rw) WHEN H>LW

PERMEABILITY CALCULATION

/

Page 1

ftCL-L. lAO I AL..L.A I IVN r1C\.A.IniJ

Elev. Depth (F .. t) (feet)

425.36

423.33

Description usc Grophk: l...og Well Completion Detail

423.11 0.0 -r:~=-:-:=-==-=~--;--------+--+T""TT"::,......,..j--l-~~~'+--+¥~~~--+-

10

20

30

40

50

60

70

80

. 90

100

'-110

quartz_ veins 40' and 48'

-·Lw = 78' a. J

=42 5

'~tv= t). 4// I

I f: ::: t;;:2S -~

L%~ /073 A -.4,5

13 ·CJi?' I . '- .

B&F ENGINEERING, INC.

928 AIRPORT ROAD HOT SPRINGS, ARKANSAS 71913

(501) 767-2366

B.O.H. = 72.9 FT.

T~o r~·

kJ.D () ,qt)

t t () # '<::)

l '63

Well Record UR-91-20.28 Job Name/Number 7-2439-0101 Coordinates N. 28377 E. 76544 Installation Date =9_-=2..:....1-_9;::._1'----.,....----­Drilling Method HOLLOW STEM AUGER/AIR ROTARY

Drilled By WINNEK Logged By -'-'WD=H=-=----

ACAD NO. 205 Page 1 of _1_

o.c

10

20.

30.

40.

50

60

70

80

90

100

110

y

I N

f E E T

.. ,: ·:. -~r2!·S (

fov 14J- lV , , ,

o v rut- -f-'f'ft{.n TST860 SLUG TEST DATA (WELL 20.28 INSTALLED) w r:t.L-L- ~ t IV L,

Y VALUE PLOTTED IS -1.0•RECORDED VALUE

10.000~-------------+-------------+--------------r-------------+

1.000~-------------+-------------+--------------~------------+

.. . 0. 100

-. . . -. -

0.010~-------------+-------------+--------------r-------------+

..

-

0.001~===========i============~==========~==========~ 0 50 100 150 200

TIME IN SECONDS

FORMULA :::::::::::::::::::::::::::::::::::: ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· SYMBOL VALUE

Lw 78.5 Le 42.5 rw 0.411 rc 0.25 yo 0.9 yt 0.1 t 63 A 4.5 8 0.7

(H-Lw/rw) 6.0 LN(Re/rw) 3.7724

3.772

k 9.67E-05 '-----

WELL UR-91-20.28 TEST NO TST 861

SLUG 20.28 REM

[

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

STANLEY SHALE SLUG TEST CALCULATION

-----

[]QUWER & RICE CALCULATION METHOD

-:-:-:-:-:-:-:-:·:·:·:·:·:·:·:-:-:·:· :-:·:-:-:-:·:·:·>:-:-:-:-:-:-:-:·:·: SATURATED THICKNESS IS GREATER THAN SCREEN ZONE

UNITS

FT FT FT FT

SLOPE SLOPE

SEC CONSTANT CONSTANT CONSTANT

CALCULATION

FT/SEC

REMOVAL

Lw=HEIGHT OF WATER Le=EFFECTIVE SCREEN LENGTH rw=RADIUS OF WELL rc=RADIUS OF WELL CASING

CONSTANT FROM CURVE Le/rw CONSTANT FROM CURVE Le/rw WHEN H >>Le USE 6 . CALCULATION FOR LN(Re/rw) WHEN H>Lw

PERMEABILITY CALCULATION

/

Page 1

y

I N

10.000

t. 000

f 0.100 E E T

-0.010

/

0.001

.

0

TSTB61 SLUG TEST DATA (WELL 20.28 REMOVED) Y VALUE PLOTIED IS RECORDED VALUE

/ 'Joo I) ,'l_u

. . t-:-b3 . . . . . . . . . . . . . . ~

. .

)""-lj t'- 6· fO

-

. '

1)¥A?: [..!)~L<(.

~ u 1.1 - vrut-Y .$ L I k H..( c;,qt.N rr_ (-

L

5 rt CA"t o r>J -("otJ s ~-W R... <' .-(u v rut. t r=''f

.

50 100 150 200

TIWE IN SECONDS

' -~

TSTB.61

SE2000 Environmental Logger

11/1423:06

Unit# UMETCO 1 Test 6

Setups: INPUT 1 INPUT 2

Type Level (F) Level (F) Mode TOC TOC 1.0. 20.2A/94 20.28/76

Reference 0.000 0.000 SG 1 .000 1 .000 Linearity 0.022 0.001 Scale factor 9.976 10.018 Offset -0.005 -0.014 Delay mSEC 50.000 50.000

Step 1 1 1/1 4 1 9:23:09

Elapsed Time INPUT 1 INPUT 2

------------ --------- ---------0.0000 -0.003 . 0.251 0.0083 0.000 0.192 0.0166 0.474 0.528 0.0250 -0.021 0.856 0.0333 0.886 0.849 0.0416:. 0:851 0.834 0.0500 0.807 0.805 0.0583 0.776 0.805 0.0666 0.747 0.790 0.0750 0.703 0.771 0.0833 0.681 0.768 0.1000 0.628 0.736 0.1 166 0.581 0.717 0.1333 0.540 0.705 0.1500 0.499 0.683 0.1666 0.465 0.664 0.1833 0.430 0.645 0.2000 0.402 0.632 0.2166 0.377 0.620 0.2333 0.351 0.601

Page 1

~ T..ruk ~~ w~ j_o,-:;.A ~,ze,

,--...,___. ........... ~~--.:..........:-----:_........_. ---- ____ ....__ - -- ~·- .•• .;· • - ~·- _,__ .... , ... ,..:.._ _____ ,_._Jo,o.•~ •• --.. ~~ .. - .. _,_~1:..~·~... . ..... ·+•« 't: Je;.~ T ,·.,-··,·,· 1:t ••••• ·.~ k' I

TST8.61

0.2500 0.326 0.585 0.2666 0.304 0.572 0.2833 0.285 0.563 0.3000 0.267 0.550 0.3166 0.251 0.538 0.3333 0.235 0.528 0.4166 0.179 0.484 0.5000 0.131 0.440 0.5833 0.100 0.406 0.6666 0.078 0.374 0.7500 0.062 0.343 0.8333 0.050 0.317 0.9166 0.040 0.295 1.0000 0.034 0.277 1.0833 0.031 0.258 1.1666 0.025 0.242 1.2500 0.025 0.226 1 .3333 0.021 0.210 1.41 66 0.018 0.201 1.5000 0.018 0.188 1.5833 0.015 0.179 1.6666 0.015 0.169 1.7500 0.015 0.160 1.8333 0.012 0.154 1.9166 0.012 0.144 2.0000 0.015 0.138 2.5000 0.009 0.103 3.0000 0.009 0.081 3.5000 0.006 0.066 4.0000::. 0,012. 0.059 4.5000 0.009 0.050 5.0000 0.009 0.047 5.5000 0.006 0.044

~ 6.0000 0.006 0.040 '6.5000 0.006 0.037

7.0000 0.006 0.031 7.5000 0.003 0.028 8.0000 0.003 0.031 8.5000 0.006 0.028 9.0000 0.006 0.028 9.5000 0.006 0.025 10.0000 0.006 0.025 12.0000 0.003 0.025 14.0000 0.003 0.018

Page 2

·.~

16.0000 18.0000 20.0000 22.0000

0.003 0.009 0.003 0.012 0.006 0.012 0.003 0.006

• TSTB.61

Page 3

·-·· ..... .. :,..,

WELL

U0-87-3.1

UR-91-3.1 B

UR-91-3.1C

UR-91-3.1 D -

UR-91-3.1 E UR-91-4.1 A

" '

UMETCO MINERALS CORPORATION HOT SPRINGS, ARKANSAS

SUMMARY OF VALID SLUG TESTS ALLUVIAL-FLUVIAL NOVEMBER 1991

BOUWER- RICE CALCULATION METHOD

INSERTION PERMEABILITY TEST REMOVAL FT/SEC

90A INSERTION 3. 75E-05 91 REMOVAL 5.04E-05

TST60 INSERTION 4.14E-05 TST61 REMOVAL 3.31 E-05

81 REMOVAL 3.07E-04 91 REMOVAL 3.16E-04

TSTB?O INSERTION 3.38E-Q4 TSTB71 REMOVAL 3.51 E-04

70 INSERTION 4.18E-04 . 71 REMOVAL 4.69E-04 61A REMOVAL 2.13E-04

TSTA60 REMOVAL 6.21 E-06

Page 1

HYDRAULIC CONDUCTIVITY GAUDAY/FT2

24.2 32.6 26.7 21.4

198.3 204.1 218.3 226.7 270.0 303.0 137.6 4.0

TEST.3

·-·

0 ?f,/1-~ I ~ ... ~ JRJi .;>, -

I SE2000 J. I B - ' ' Environmental Logger 3. I j) - I ( 11/1 5 13:25

r

~, z_ C. - Thcf/ J, 2 j)- )ll-Cn/•Unit# UMETCO 1 Test 3

Setups:

Type Mode I. D.

INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) TOC TOC TOC TOC TOC TOC

3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 1 .000 1.000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.01 0 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 0 11/02 13:11:08

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.1000 0.11 66 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

0.003 0.003 0.000 0.000 -0.01 9 0.009 0.006 0.003 -0.006 0.003 -0.01 9 0.009 0.006 0.006 -0.009 0.056 -0.022 0.012 0.006 0.003 -0.012 0.062 -0.019 0.009 0.003 0.006 -0.012 0.075 -0.019 0.009 0.006 0.006 -0.012 0.094 -0.019 0.012 0.006 0.006 -0.01 5 0.129 -0.019 0.009 0.006 0.006 -0.012 0.157 -0.019 0.012 0.006 0.006 -0.012 0.185 -0.01 5 0.012 0.009 0.006 -0.01 5 0.201 -0.01 5 0.009 0.006 0.006 -0.012 0.232 -0.019 0.01 5 0.006 0.009 -0.012 0.283 -0.01 5 0.012 0.006 0.006 -0.01 5 0.324 -0.01 5 0.012 0.009 0.006 -0.015 0.374 -0.015 0.012 0.006 0.009 -0.012 0.418 -0.01 5 0.01 5 0.009 0.009 -0.012 0.469 -0.01 5 0.01 5 0.009 0.009 -0.012 0.519 -0.01 5 0.012 0.009 0.009 -0.012 0.560 -0.01 5 0.01 5 0.009 0.009 -0.012 0.604 -0.01 5 0.01 5 0.009 0.012 -0.012 0.639 -0.01 5 0.01 5

Page 1

. ' TEST.3

0.2500 0.009 0.012 -0.01 2 0.680 -0.012 0.015 0.2666 0.009 0.009 -0.01 2 0.714 -0.015 0.015 0.2833 0.009 0.012 -0.01 2 0.746 -0.015 0.015 0.3000 0.009 0.012 -0.01 2 0.787 -0.01 2 0.015 0.3166 0.012 0.009 -0.01 2 0.821 -0.012 0.015 0.3333 0.009 0.012 -0.01 2 0.856 -0.012 0.015 0.4166 0.012 0.012 -0.009 1.032 -0.01 2 0.015 0.5000 0.012 0.015 -0.009 1.177 -0.012 0.019 0.5833 0.012 0.012 -0.009 1.316 -0.009 0.019 0.6666 0.015 0.012 -0.009 1.426 -0.009 0.019 0.7500 0.015 0.009 -0.01 2 1.608 -0.006 0.019 0.8333 0.015 0.009 -0.01 2 1. 719 -0.003 0.019 0.9166 0.012 0.006 -0.01 2 1.822 -0.003 0.019 1.0000 0.012 0.006 -0.015 1.860 -0.003 0.019 1.0833 0.009 0.003 -0.01 5 1.951 -0.003 0.015 1.1 666 0.009 0.003 -0.01 5 2.043 -0.006 0.015 1.2500 0.006 0.003 -0.01 5 2.1 1 2 -0.003 0.012 1 .3333 0.006 0.003 -0.01 5 2.194 -0.003 0.012 1 .4166 0.009 0.006 -0.015 2.295 0.000 0.012 1.5000 0.009 0.006 -0.015 2.339 0.000 0.012 1 .5833 0.009 0.009 -0.012 2.377 0.000 0.015 1.6666 0.009 0.006 -0.01 2 2.417 0.003 0.015 1. 7500 0.009 0.003 -0.01 2 2.332 0.003 0.015 1 .8333 0.009 0.003 -0.01 2 2.314 0.003 0.015 1.9166 0.009 0.003 -0.01 2 2.342 0.000 0.012 2.0000 0.009 0.006 -0.012 2.392 0.000 0.015 2.5000 0.012 0.012 -0.006 2.616 0.003 0.015 3.0000 0.003 0.003 -0.01 8 2.779 0.003 0.015 3.5000 0.006 0.012 -0.009 2.909 0.009 0.022 4.0000 0.015 0.022 0.000 3.022 0.019 0.025 4.5000 0.022 0.028 0.003 3.126 0.022 0.028 5.0000 0.022 0.031 0.006 3.208 0.025 0.028 5.5000 0.022 0.034 0.012 3.299 0.035 0.034 6.0000 0.018 0.031 0.006 3.368 0.041 0.041 6.5000 0.015 0.031 0.009 3.434 0.041 0.038 7.0000 0.018 0.037 0.009 3.485 0.047 0.041 7.5000 0.018 0.031 0.000 3.419 0.051 0.044 8.0000 0.018 0.034 0.000 3.290 0.044 0.041 8.5000 0.022 0.037 0.000 3.233 0.038 0.038 9.0000 0.022 0.037 0.003 3.208 0.044 0.044 9.5000 0.015 0.037 0.003 3.211 0.044 0.047 10.0000 0.018 0.040 0.006 3.271 0.044 0.050 12.0000 0.012 0.037 0.000 3.431 0.044 0.050 14.0000 0.031 0.056 0.015 3.491 0.067 0.063

Page 2

. ' TEST.3

16.0000 0.028 0.050 0.006 3.529 0.070 0.063 18.0000 0.031 0.053 0.009 3.563' 0.076 0.069 20.0000 0.018 0.047 -0.006 3.582 0.073 0.066 22.0000 0.028 0.053 0.003 3.617 0.076 0.072 24.0000 0.028 0.050 0.000 3.633 0.076 0.072 26.0000 0.031 0.056 0.003 3.655 0.079 0.079 28.0000 0.034 0.056 0.003 3.658 0.083 0.079 30.0000 0.034 0.056 0.003 3.670 0.073 0.085 32.0000 0.037 0.059 0.000 3.674 0.079 0.085 34.0000 0.047 0.078 0.018 3.715 0.102 0.098 36.0000 0.044 0.069 0.012 3. 711 0.102 0.098 38.0000 0.056 0.081 0.021 3.806 0.1 1 1 0.104 40.0000 0.056 0.085 0.024 3.834 0.1 1 1 0.101 42.0000 0.059 0.088 0.024 3.844 0.118 0.107 44.0000 0.059 0.085 0.021 3.859• 0.111 0.107 46.0000 0.066 0.097 0.037 3.881l 0.124 0.120 48.0000 0.059 0.081 0.021 3.881- 0.11 5 0.110 50.0000 0.062 0.088 0.028 3.891· 0.118 0.117 52.0000 0.062 0.091 0.024 3.897 0.124 0.120 54.0000 0.072 0.097 0.031 3.913 0.134 0.123 56.0000 0.072 0.097 0.034 3.932 0.134 0.123 58.0000 0.075 0.104 0.037 3.925 0.137 0.126 60.0000 0.069 0.094 0.031 3.944 0.131 0.123 62.0000 0.075 0.097 0.034 3.951 0.131 0.126 64.0000 0.081 0.107 0.037 3.966 0.140 0.139 66.0000 0.078 0.110 0.043 3.957 0.147 0.133 68.0000 0.091 0.116 0.053 3.777 0.1 so 0.136 70.0000 0.078 0.104 0.037 3.715 0.143 0.136 72.0000 0.084 0.110 0.043 3.699 0.147 0.139 74.0000 0.091 0.122 0.056 3.692 0.153 0.139 76.0000 0.100 0.126 0.062 3.724 0.156 0.149 78.0000 0.094 0.122 0.062 3.869 0.153 0.142 80.0000 0.091 0.119 0.053 3.970 0.156 0.142 82.0000 0.084 0.107 0.040 4.007 0.140 0.139 84.0000 0.094 0.126 0.056 4.033 0.156 0.149 86.0000 0.100 0.132 0.059 4.045 0.169 0.155 88.0000 0.100 0.135 0.065 4.061 0.169 0.158 90.0000 0.100 0.126 0.053 4.061 0.163 0.152

92.0000 0.097 0.126 0.053 4.064 0.166 0.152 94.0000 0.106 0.138 0.065 4.083 0.169 0.161 96.0000 0.106 0.132 0.059 4.058 0.172 0.158 98.0000 0.106 0.135 0.062 4.042 0.172 0.161 100.000 0.110 0.126 0.062 4.042 0.175 0.161

110.000 0.116 0.148 0.068 4.067 0.185 0.168

Page 3

,f

120.000 130.000 140.000 150.000 160.000 170.000 180.000 190.000 200.000 210.000 220.000 230.000 240.000 250.000 260.000 270.000 280.000 290.000 300.000 310.000 320.000 330.000 340.000 350.000 360.000 370.000 380.000 390.000 400.000 410.000 420.000 430.000 440.000 450.000 460.000 470.000 480.000 490.000 500.000 510.000 520.000 530.000 540.000 550.000

TEST.3

0.1 29 0.1 51 0.078 4.077 0.132 0.154 0.081 4.070 0.1 38 0.1 57 0.084 4.092 0.1 41 0.1 63 0.090 4.1 1 8 0.147 0.1 70 0.096 4.1 30 0.144 0.163 0.090 4.152 0.1 54 0.1 76 0.1 03 4.1 65 0.1 60 0.1 82 0.1 09 4.1 80 0. 1 66 0.1 89 0. 1 1 5 4.1 99 0.173 0.195 0.118 4.209 0.1 76 0.201 0.1 24 4.225 0.1 82 0.208 0.1 28 4.328 0.1 91 0.220 0.1 37 4.300 0.201 0.236 0.149 4.278 0.204 0.242 0.1 56 4.288 0.213 0.252 0.165 4.303 0.217 0.252 0.171 4.313 0.226 0.264 0.1 81 4.344 0.229 0.271 0.1 87 4.347 0.239 0.280 0.1 93 4.363 0.248 0.290 0.203 4.373 0.254 0.299 0.206 4.398 0.261 0.309 0.215 4.398 0.267 0.31 5 0.228 4.410 0.270 0.324 0.228 4.407 0.280 0.327 0.237 4.41 3 0.289 0.337 0.246 4.420 0.295 0.340 0.256 4.423 0.305 0.343 0.262 4.432 0.302 0.346 0.262 4.439 0.31 1 0.356 0.268 4.454 0.31 7 0.362 0.274 4.454 0.320 0.368 0.281 4.467 0.327 0.372 0.287 4.480 0.333 0.378 0.293 4.489 0.336 0.381 0.296 4.555 0.339 0.384 0.296 4.527 0.349 0.394 0.302 4.527 0.352 0.397 0.306 4.533 0.355 0.400 0.31 2 4.539 0.361 0.403 0.315 4.546 0.365 0.409 0.318 4.574 0.371 0.416 0.324 4.587 0.374 0.419 0.327 4.593

Page 4

0.195 0.180 0.201 0.183 0.201 0.1 87 0.204 0.187 0.214 0.193 0.214 0.193 0.230 0.206 0.233 0.209 0.243 0.215 0.249 0.221 0.255 0.231 0.265 0.240 0.278 0.256 0.281 0.266 0.284 0.272 0.297 0.278 0.297 0.285 0.307 0.291 0.313 0.301 0.319 0.310 0.329 0.320 0.335 0.326 0.342 0.332 0.348 0.339 0.354 0.348 0.358 0.358 0.367 0.364 0.367 0.367 0.374 0.374 0.377 0.374 0.383 0.383 0.393 0.386 0.393 0.393 0.399 0.393 0.406 0.402 0.409 0.405 0.412 0.408 0.422 0.418 0.428 0.421 0.428 0.424 0.431 0.431 0.438 0.431 0.444 0.437 0.447 0.440

l ' TEST.3

560.000 0.380 0.422 0.334 4.602 0.450 0.447 570.000 0.383 0.425 0.334 4.609 0.450 0.450 580.000 0.383 0.428 0.337 4.602 0.460 0.453 590.000 0.390 0.435 0.340 4.621 0.460 0.456 600.000 0.393 0.438 0.346 4.628 0.463 0.459 610.000 0.396 0.441 0.346 4.637 0.463 0.466 620.000 0.399 0.447 0.352 4.640 0.470 0.469 630.000 0.402 0.444 0.352 4.646 0.470 0.469 640.000 0.405 0.447 0.356 4.656 0.473 0.472 650.000 0.412 0.450 0.362 4.662 0.476 0.475 660.000 . 0.412 0.450 0.362 4.640 0.479 0.478 670.000 0.412 0.450 0.362 4.650 0.476 0.478 680.000 0.412 0.454 0.365 4.656 0.479 0.478 690.000 0.418 0.457 0.368 4.659 0.482 0.481 700.000 0.418 0.460 0.368 4.716 0.486 0.485 710.000 0.421 0.466 0.374 4.643 0.489 0.488 720.000 0.424 0.466 0.371 4.656 0.492 0.488 730.000 0.424 0.463 0.374 4.675 0.489 0.488 740.000 0.431 0.469 0.374 4.687 0.495 0.494 750.000 0.431 0.466 0.381 4.678 0.495 0.494 760.000 0.431 0.469 0.381 4.681 0.498 0.497 770.000 0.434 0.472 0.384 4.697 0.502 0.500 780.000 0.437 0.472 0.384 4.709 0.502 0.500 790.000 0.437 0.466 0.384 4.694 0.498 0.500 800.000 0.437 0.463 0.387 4.687 0.495 0.497 810.000 0.437 0.466 0.384 4.703 0.495 0.526 820.000 0.437 0.469 0.384 4.706 0.498 0.529 830.000 0.443 0.479 0.387 4.709 0.505 0.532 840.000 0.443 0.482 0.387 4.706 0.505 0.535 850.000 0.446 0.488 0.390 4.709 0.514 0.542 860.000 0.446 0.485 0.390 4.716 0.514 0.542 870.000 0.453 0.491 0.393 4.744 0.521 0.548 880.000 0.459 0.501 0.402 4.750 0.527 0.554 890.000 0.459 0.498 0.402 4.753 0.527 0.554 900.000 0.468 0.510 0.412 4.757 0.537 0.561 910.000 0.472 0.517 0.415 4.779 0.540 0.567 920.000 0.475 0.517 0.418 4.785 0.543 0.567 930.000 0.475 0.507 0.418 4.791 0.537 0.567 940.000 0.478 0.520 0.421 4.794 0.546 0.573 950.000 0.484 0.523 0.427 4.738 0.550 0.580 960.000 0.490 0.529 0.431 4.763 0.553 0.583 970.000 0.490 0.526 0.431 4.760 0.553 0.583 980.000 0.494 0.532 0.434 4.775 0.556 0.586 990.000 0.497 0.536 0.440 4.775 0.562 0.589

Page 5

'i

1000.00 1030.00 1060.00 1090.00 1120.00 11 50.00 1180.00 1210.00 1240.00 1270.00 1300.00 1330.00 1360.00 1390.00 1420.00 1450.00 1480.00 1 510.00 1540.00 1570.00 1600.00 1630.00 1660.00 1690.00 1720.00 1750.00 1780.00 1810.00 1840.00 1870.00 1900.00 1930.00 1960.00 1990.00 2020.00 2050.00 2080.00 2110.00 2140.00 2170.00 2200.00 2230.00 2260.00 2290.00

TEST.3

0.500 0.532 0.437 4.794 0.512 0.536 0.446 4. 798 0.519 0.548 0.455 4.829 0.534 0.570 0.474 4.857 0.547 0.580 0.487 4.883 0.572 0.602 0.51 5 4.883 0.578 0.608 0.527 4.895 0.591 0.624 0.543 4.986 0.594 0.618 0.537 4.980 0.594 0.618 0.540 4.971 0.607 0.624 0.552 4.977 0.594 0.599 0.537 4.961 0.585 0.577 0.527 4.945 0.575 0.558 0.512 4.930 0.553 0.536 0.493 4.930

0.562 0.596 0.572 0.599 0.582 0.608 0.601 0.627 0.613 0.637 0.626 0.653 0.633 0.659 0.649 0.668 0.645 0.662 0.652 0.668 0.652 0.668 0.636 0.656 0.629 0.643 0.610 0.627 0.598 0.618

0.556 0.539 0.499 4.917 0.594 0.611 0.534 0.517 0.480 4.917 0.575 0.592 0.509 0.488 0.455 4.911 0.556 0.573 0.528 0.507 0.468 4.917 0.575 0.589 0.516 0.495 0.455 4.914 0.572 0.583 0.509 0.491 0.449 4.927 0.566 0.580 0.506 0.495 0.446 4.923 0.569 0.586 0.503 0.491 0.446 4.942 0.566 0.586 0.506 0.501 0.449 4.996 0.575 0.596 0.519 0.520 0.459 4.968 0.588 0.608 0.519 0.523 0.468 4.968 0.585 0.608 0.522 0.529 0.471 4.964 0.588 0.611 0.528 0.542 0.480 4.945 0.598 0.624 0.531 0.542 0.484 4.971 0.601 0.627 0.538 0.551 0.496 4.958 0.607 0.634 0.541 0.548 0.496 4.980 0.607 0.653 0.547 0.558 0.502 5.024 0.61 3 0.656 0.553 0.564 0.505 5.005 0.620 0.662 0.550 0.554 0.509 5.002 0.613 0.659 0.544 0.545 0.502 4.996 0.604 0.653 0.541 0.539 0.502 5.012 0.598 0.649 0.538 0.536 0.493 5.002 0.594 0.643 0.531 0.523 0.490 4.986 0.588 0.637 0.525 0.526 0.484 4.996 0.588 0.637 0.525 0.523 0.484 5.081 0.585 0.634 0.525 0.526 0.480 5.081 0.591 0.634 0.522 0.526 0.480 5.084 0.585 0.637 0.522 0.520 0.480 5.084 0.585 0.634 0.519 0.520 0.474 5.087 0.582 0.630

Page 6

TEST.3

2320.00 0.516 0.529 0.471 5.084 0.588 0.634 2350.00 0.522 0.532 0.480 5.093 0.591 0.637 2380.00 0.525 0.536 0.477 5.097 0.598 0.643 2410.00 0.528 0.532 0.484 5.112 0.594 0.640 2440.00 0.528 0.539 0.480 5.134 0.601 0.646 2470.00 0.528 0.536 0.480 5.128 0.604 0.653 2500.00 0.544 0.554 0.496 5.156 0.617 0.662 2530.00 0.556 0.564 0.509 5.160 0.626 0.668 2560.00 0.560 0.577 0.515 5.172 0.636 0.678 2590.00 0.575 0.599 0.534 5.182 0.652 0.681 2620.00 0.594 0.614 0.555 5.201 0.665 0.687 2650.00 0.597 0.605 0.552 5.210 0.668 0.687 2680.00 0.607 0.618 0.565 5.213 0.674 0.694 2710.00 0.601 0.605 0.555 5.204 0.668 0.687 2740.00 0.607 0.602 0.565 5.201 0.668 0.684 2770.00 0.594 0.577 0.549 5.213 0.649 0.668 2800.00 0.591 0.564 0.546 5.178 0.642 0.665 2830.00 0.569 0.532 0.524 5.163 0.623 0.646 2860.00 0.547 0.504 0.502 5.144 0.594 0.618 2890.00 0.516 0.469 0.468 5.131 0.575 0.599

Page 7

TEST.3A

SE2000 Environmental Logger

11/1513:36

Unit# UMETCO 1 Test 3

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 10

Type Level (F) Level (F) Level (F) Level (F) Mode roc roc roc roc 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1 .000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/02 13:11:08

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- --------- ---------0.0000 0.000 -0.031 0.009 0.012 0.0083 0.000 -0.031 0.012 0.012 0.0166 0.000 -0.031 0.009 0.012 0.0250 0.000 -0.031 0.009 0.012 0.0333 0.000 -0.031 0.009 0.012 0.0416 0.000 -0.031 0.009 0.012 0.0500 0.000 -0.031 0.012 0.012 0.0583 0.000 -0.031 0.012 0.015 0.0666 0.000 -0.031 0.009 0.012 0.0750 0.000 -0.031 0.009 0.015 0.0833 0.000 -0.031 0.009 0.015 0.1000 0.000 -0.028 0.009 0.015 0.1166 0.000 -0.028 0.009 0.015 0.1333 0.000 -0.031 0.012 0.012 0.1500 0.000 -0.031 0.012 0.015 0.1666 0.000 -0.028 0.012 0.015 0.1833 0.000 -0.028 0.012 0.015 0.2000 0.000 -0.028 0.009 0.015 0.2166 0.000 -0.028 0.012 0.015 0.2333 0.000 -0.028 0.009 0.015

Page 1

TEST.3A

0.2500 0.000 -0.028 0.009 0.015 0.2666 0.000 -0.028 0.012 0.015 0.2833 0.000 -0.028 0.012 0.015 0.3000 0.000 -0.025 0.012 0.015 0.3166 0.000 -0.025 0.012 0.018 0.3333 0.000 -0.025 0.009 0.015 0.4166 0.000 -0.025 0.009 0.015 0.5000 0.000 -0.025 0.009 0.015 0.5833 0.000 -0.022 0.009 0.015 0.6666 0.000 -0.01 8 0.006 0.015 0.7500 0.000 -0.01 8 0.003 0.015 0.8333 0.000 -0.01 5 0.000 0.009 0.9166 0.000 -0.01 5 0.000 0.009 1.0000 0.000 -0.015 -0.003 0.006 1.0833 0.000 -0.012 -0.006 0.003 1.1666 0.000 -0.009 -0.006 0.003 1.2500 0.000 -0.012 -0.006 0.003 1.3333 0.000 -0.012 -0.003 0.006 1.4166 0.000 -0.01 2 0.000 0.006 1.5000 0.000 -0.012 0.000 0.006 1 .5833 0.000 -0.012 -0.003 0.006 1.6666 0.000 -0.012 -0.003 0.003 1. 7500 0.000 -0.012 -0.003 0.003 1 .8333 0.000 -0.009 -0.003 0.003 1 .9166 0.000 -0.009 -0.003 0.003 2.0000 0.000 -0.01 2 -0.003 0.003 2.5000 0.000 -0.018 0.000 0.003 3.0000 0.000 -0.018 -0.006 0.000 3.5000 0.000 -0.015 0.003 0.009 4.0000 0.000 -0.01 2 0.009 0.015 4.5000 0.000 -0.009 0.009 0.015 5.0000 0.000 -0.006 0.006 0.012 5.5000 0.000 0.006 0.009 0.012 6.0000 0.000 0.015 -0.003 0.006 6.5000 0.000 0.018 0.000 0.006 7.0000 0.000 0.025 0.006 0.015 7.5000 0.000 0.034 0.006 0.009 8.0000 0.000 0.034 0.003 0.009 8.5000 0.000 0.025 0.003 0.012 9.0000 0.000 0.025 -0.006 0.003 9.5000 0.000 0.028 -0.009 0.000 10.0000 0.000 0.034 -0.003 0.009

12.0000 0.000 0.028 -0.006 0.003 14.0000 0.000 0.060 0.006 0.018

Page 2

TEST.3A

16.0000 0.000 0.069 0.006 0.009 18.0000 0.000 0.097 0.009 0.018 20.0000 0.000 0.1 1 3 0.003 0.012 22.0000 0.000 0.094 0.003 0.012 24.0000 0.000 0.088 0.006 0.012 26.0000 0.000 0.091 0.012 0.022 28.0000 0.000 0.078 0.009 0.018 30.0000 0.000 0.012 0.015 0.022 32.0000 0.000 -0.018 0.009 0.022 34.0000 0.000 0.018 0.028 0.034 36.0000 0.000 0.022 0.025 0.031 38.0000 0.000 0.018 0.028 0.037 40.0000 0.000 0.041 0.022 0.031 42.0000 0.000 0.063 0.031 0.041 44.0000 0.000 0.053 0.025 0.034 46.0000 0.000 0.063 0.041 0.050 48.0000 0.000 0;031 0.028 0.034 50.0000 0.000 0.028 0.034 0.041 52.0000 0.000 0.037 0.038 0.047 54.0000 0.000 0.050 0.041 0.047 56.0000 0.000 0.053 0.044 0.050 58.0000 0.000 0.069 0.044 0.047 60.0000 0.000 0.066 0.044 0.047 62.0000 0.000 0.031 0.050 0.053 64.0000 0.000 0.009 0.057 0.063 66.0000 0.000 0.015 0.057 0.060 68.0000 0.000 0.028 0.057 0.063 70.0000 0.000 0.028 0.050 0.056 72.0000 0.000 0.018 0.060 0.063 74.0000 0.000 0.018 0.063 0.066 76.0000 0.000 0.015 0.072 0.075 78.0000 0.000 0.018 0.066 0.069 80.0000 0.000 0.015 0.066 0.069 82.0000 0.000 -0.012 0.063 0.060 84.0000 0.000 -0.031 0.079 0.079 86.0000 0.000 -0.018 0.076 0.079 88.0000 0.000 -0.003 0.076 0.082 90.0000 0.000 0.006 0.069 0.072 92.0000 0.000 -0.012 0.072 0.072 94.0000 0.000 -0.034 0.079 0.082 96.0000 0.000 -0.037 0.082 0.085 98.0000 0.000 -0.044 0.079 0.079 100.000 0.000 -0.056 0.076 0.082 110.000 0.000 -0.088 0.092 0.091

Page 3

TEST.3A

120.000 0.000 -0.145 0.107 0.107 130.000 0.000 -0.1 89 0.1 1 1 0.1 10 140.000 0.000 -0.265 0.1 17 0.1 1 3 150.000 0.006 -0.331 0.1 17 0.1 1 3 160.000 0.012 -0.41 3 0.126 0.123 170.000 0.012 -0.524 0.123 0.1 17 180.000 0.025 -0.663 0.136 0.132 190.000 0.034 -0.928 0.142 0.139 200.000 0.040 -1.251 0.149 0.142 210.000 0.046 -1 .503 0.155 0.145 220.000 0.053 -1 .595 0.158 0.154 230.000 0.059 -1 .589 0.165 0.158 240.000 0.065 -1 .570 0.174 0.167 250.000 0.072 -1 .548 0.196 0.183 260.000 0.084 -1 .532 0.199 0.189 270.000 0.090 -1 .526 0.206 0.196 280.000 0.093 -1 .526 0.209 0.199 290.000 0.106 -1.51 6 0.218 0.208 300.000 0.109 -1.51 0 0.225 0.21 1 310.000 0.1 31 -1 .497 0.228 0.218 320.000 0.137 -1.488 0.238 0.227 330.000 0.144 -1 .481 0.247 0.234 340.000 0.153 -1.478 0.253 0.240 350.000 0.159 -1 .462 0.266 0.253 360.000 0.172 -1 .459 0.260 0.249 370.000 0.178 -1 .456 0.269 0.259 380.000 0.181 -1.447 0.282 0.268 390.000 0.191 -1 .437 0.288 0.271 400.000 0.200 -1 .431 0.295 0.278 410.000 0.209 -1 .431 0.291 0.278 420.000 0.219 -1 .424 0.301 0.287 430.000 0.222 -1.418 0.307 0.290 440.000 0.228 -1.412 0.31 1 0.297 450.000 0.231 -1 .409 0.317 0.300 460.000 0.234 -1 .402 0.323 0.306 470.000 0.241 _, .399 0.323 0.309 480.000 0.247 -1.396 0.326 0.313 490.000 0.256 -1.390 0.336 0.319 500.000 0.263 -1.383 0.339 0.322 510.000 0.269 -1 .380 0.342 0.328 520.000 0.272 -1.374 0.345 0.332 530.000 0.272 -1.371 0.349 0.335 540.000 0.278 -1 .361 0.358 0.341 550.000 0.288 -1 .361 0.358 0.341

Page 4

TEST.3A

560.000 0.291 -1.355 0.364 0.347 570.000 0.297 -1.352 0.368 0.351 580.000 0.307 -1.349 0.371 0.354 590.000 0.300 -1 .345 0.374 0.357 600.000 0.303 -1.342 0.380 0.360 610.000 0.313 -1.339 0.380 0.360 620.000 0.325 -1.336 0.387 0.366 630.000 0.328 -1.330 0.387 0.370 640.000 0.328 -1.330 0.390 0.373 650.000 0.325 -1.327 0.396 0.376 660.000 0.328 -1.320 0.399 0.376 670.000 0.332 -1 .320 0.396 0.379 680.000 0.332 -1 .320 0.399 0.379 690.000 0.335 -1.314 0.403 0.382 700.000 0.335 -1 .314 0.403 0.385 710.000 0.344 -1 .308 0.406 0.385 720.000 0.347 -1.311 0.406 0.385 730.000 0.357 -1.304 0.412 0.392 740.000 0.366 -1.301 0.412 0.392 750.000 0.366 -1.298 0.415 0.392 760.000 0.372 -1.298 0.415 0.395 770.000 0.375 -1 .295 0.422 0.398 780.000 0.379 -1.295 0.422 0.401 790.000 0.382 -1.292 0.418 0.401 800.000 0.379 -1.289 0.422 0.398 810.000 0.382 -1 .289 0.418 0.398 820.000 0.379 -1.289 0.422 0.401 830.000 0.388 -1 .285 0.428 0.404 840.000 0.397 -1.285 0.425 0.407 850.000 0.401 -1 .282 0.425 0.407 860.000 0.397 -1.282 0.431 0.411 870.000 0.407 -1.273 0.437 0.414 880.000 0.419 -1.266 0.437 0.417 890.000 0.416 -1.270 0.441 0.420 900.000 0.432 -1.260 0.444 0.426 910.000 0.429 -1.257 0.450 0.430 920.000 0.441 -1.254 0.453 0.433 930.000 0.444 -1.251 0.456 0.436 940.000 0.447 -1.251 0.460 0.436 950.000 0.451 -1.241 0.463 0.442 960.000 0.451 -1.238 0.469 0.445 970.000 0.457 -1.238 0.469 0.449 980.000 0.463 -1.235 0.472 0.452 990.000 0.466 -1.229 0.476 0.452

Page 5

TEST.3A

1000.00 0.466 -1 .225 0.472 0.449 1030.00 0.463 -1.216 0.482 0.458 1060.00 0.482 -1 .206 0.488 0.464 1090.00 0.498 -1 .1 94 0.504 0.483 1120.00 0.510 -1.1 87 0.514 0.493 1 150.00 0.538 -1.1 50 0.536 0.509 1 180.00 0.529 -1.112 0.539 0.515 1210.00 0.573 -1 .071 0.555 0.531 1240.00 0.595 -0.973 0.558 0.534 1270.00 0.588 -0.821 0.561 0.534 1300.00 0.588 -0.527 0.568 0.543 1330.00 0.576 -0.296 0.555 0.531 1360.00 0.570 -0.1 86 0.549 0.528 1390.00 0.554 0.034 0.536 0.518 1420.00 0.554 0.120 0.514 0.496 1450.00 0.541 0.180 0.520 0.502 1480.00 0.523 0.097 0.491 0.474 1510.00 0.494 -0.022 0.479 0.458 1540.00 0.516 -0.278 0.485 0.474 1570.00 0.498 -0.568 0.479 0.468 1600.00 0.494 -1.036 0.472 0.461 1630.00 0.488 -1 .235 0.472 0.461 1660.00 0.494 -1 .206 0.472 0.458 1690.00 0.498 -1 .203 0.476 0.461 1720.00 0.507 -1.181 0.495 0.477 1 750.00 0.520 -1.181 0.495 0.480 1780.00 0.526 -1.178 0.501 0.483 1810.00 0.541 -1.1 75 0.504 0.490 1840.00 0.541 -1.1 69 0.507 0.493 1870.00 0.538 -1.1 65 0.514 0.502 1900.00 0.545 -1.1 59 0.517 0.502 1930.00 0.560 -1.1 53 0.523 0.509 1960.00 0.570 -1.146 0.529 0.512 1990.00 0.573 -1.146 0.526 0.512 2020.00 0.573 -1.153 0.520 0.506 2050.00 0.557 -1.1 56 0.520 0.506 2080.00 0.541 -1.1 56 0.514 0.499 21 10.00 0.545 -1.1 62 0.507 0.493 2140.00 0.545 -1.172 0.501 0.487 2170.00 0.548 -1 .1 62 0.501 0.487 2200.00 0.548 -1 .1 65 0.498 0.483 2230.00 0.545 -1 .1 65 0.498 0.483 2260.00 0.548 -1 .1 65 0.498 0.480 2290.00 0.548 -1 .1 65 0.495 0.480

Page 6

TEST.3A

2320.00 0.554 -1.1 72 0.488 0.477 2350.00 0.560 -1 .1 65 0.498 0.480 2380.00 0.563 -1.159 0.501 0.483 2410.00 0.567 -1.1 56 0.498 0.487 2440.00 0.567 -1.1 56 0.501 0.487 2470.00 0.570 -1.1 56 0.498 0.483 2500.00 0.585 -1 .143 0.510 0.493 2530.00 0.604 -1.137 0.514 0.499 2560.00 0.607 -1.1 27 0.520 0.506 2590.00 0.626 -1.115 0.533 0.518 2620.00 0.645 -1.077 0.542 0.528 2650.00 0.651 -0.982 0.539 0.528 2680.00 0.654 -0.856 0.555 0.543 2710.00 0.654 -0.584 0.552 0.537 2740.00 0.664 -0.224 0.552 0.537 2770.00 0.651 0.101 0.539 0.531 2800.00 0.667 0.574 0.536 0.525 2830.00 0.626 0.581 0.526 0.515 2860.00 0.595 0.505 0.501 0.493 2890.00 0.560 0.164 0.472 0.464

Page 7

.. TEST.50

SE2000 Environmental Logger

11/14 23:35

Unit# UMETCO 1 Test 5

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC I.D. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1 .000 1 .000 1 .000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.010 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 0 11/07 09:08:28

Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.1000 0.1166 0.1333 0.1500 0.1666 0.1833 0.2000 0.2166 0.2333

0.1 29 0.006 0.000 0.003 0.1 03 0.003 0.000 0.003 0.144 0.006 0.000 0.003 0.207 0.006 0.000 0.003 0.217 0.006 0.000 0.003 0.242 0.006 0.000 0.003 0.283 0.006 0.000 0.003 0.305 0.006 0.000 0.003 0.343 0.009 0.000 0.003 0.3 71 0.006 0.000 0.003 0.396 0.006 0.000 0.003 0.450 0.006 0.000 0.006 0.509 0.009 0.000 0.003 0.566 0.006 0.000 0.003 0.619 0.006 0.000 0.006 0.673 0.006 0.000 0.006 0. 711 0.006 0.000 0.006 0. 767 0.006 0.000 0.006 0.821 0.006 0.000 0.006 0.865 0.006 0.000 0.006

Page 1

0.000 0.006 0.000 0.006 0.000 0.006 0.000 0.006 0.000 0.006 0.000 0.006 0.000 0.006 0.003 0.006 0.000 0.006 0.003 0.009 0.003 0.006 0.003 0.006 0.000 0.006 0.003 0.006 0.003 0.006 0.003 0.009 0.003 0.006 0.000 0.006 0.003 0.006 0.000 0.009

. ' TEST.50 .~

0.2500 0.915 0.009 0.000 0.006 0.000 0.006 0.2666 0.959 0.006 0.000 0.006 0.003 0.006 0.2833 1.003 0.006 0.000 0.006 0.003 0.009 0.3000 1.047 0.009 0.000 0.006 0.000 0.009 0.3166 1.088 0.006 0.000 0.006 0.003 0.006 0.3333 1.139 0.006 0.000 0.006 0.003 0.009 0.4166 1.340 0.003 0.000 0.006 0.003 0.009 0.5000 1.526 0.006 0.000 0.006 0.000 0.009 0.5833 1.702 0.006 0.000 0.003 0.000 0.009 0.6666 1.859 0.003 0.000 0.003 0.000 0.009 0.7500 1.972 0.003 0.000 0.003 0.003 0.009 0.8333 2.070 0.003 0.000 0.003 0.000 0.012 0.9166 2.161 0.003 0.000 0.006 0.000 0.015 1.0000 2.262 0.006 0.000 0.003 0.000 0.019 1.0833 2.391 0.003 0.000 0.006 0.003 0.019 1.1666 2.510 0.003 0.000 0.006 0.003 0.025 1.2500 2.620 0.003 0.000 0.006 0.000 0.025 1 .3333 2.737 0.003 0.000 0.006 0.003 0.028 1.4166 2.834 0.003 0.000 0.006 0.003 0.031 1.5000 2.938 0.003 0.003 0.006 0.003 0.034 1.5833 3.026 0.003 0.006 0.006 0.003 0.038 1.6666 3.108 0.003 0.012 0.006 0.003 0.041 1.7500 3.193 0.003 0.015 0.006 0.006 0.044 1 .8333 3.272 0.000 0.018 0.006 0.006 0.047 1.9166 3.341 0.003 0.024 0.006 0.006 0.053 2.0000 3.413 0.003 0.031 0.006 0.006 0.057 2.5000 3.775 0.000 0.062 0.006 0.012 0.079 3.0000 4.152 0.000 0.099 0.006 0.019 0.101 3.5000 3.517 0.000 0.140 0.006 0.028 0.126 4.0000 3.209 0.003 0.184 0.006 0.038 0.142 4.5000 3.507 0.003 0.224 0.009 0.044 0.158 5.0000 3.696 0.006 0.262 0.009 0.051 0.168 5.5000 3.838 0.006 0.303 0.012 0.057 0.180 6.0000 3.919 0.006 0.340 0.012 0.063 0.196 6.5000 3.982 0.006 0.381 0.015 0.070 0.206 7.0000 4.045 0.006 0.421 0.015 0.073 0.218 7.5000 4.092 0.009 0.462 0.015 0.079 0.228 8.0000 4.136 0.009 0.499 0.018 0.086 0.237 8.5000 4.174 0.009 0.537 0.018 0.089 0.250

9.0000 4.199 0.009 0.577 0.018 0.095 0.259

9.5000 4.231 0.009 0.612 0.022 0.099 0.269

10.0000 4.253 0.009 0.649 0.022 0.102 0.275

12.0000 4.350 0.009 0.777 0.022 0.118 0.304

14.0000 4.413 0.009 0.887 0.025 0.134 0.323

Page 2

TEST.50 • >

16.0000 4.476 0.012 0.987 0.031 0.147 0.348 18.0000 4.523 0.015 1.077 0.040 0.163 0.367 20.0000 4.573 0.022 1 .1 61 0.044 0.175 0.386 22.0000 4.640 0.025 1.230 0.050 0.185 0.402 24.0000 4.693 0.025 1.293 0.053 0.198 0.418 26.0000 4.734 0.028 1.349 0.059 0.207 0.431 28.0000 4.768 0.034 1.399 0.066 0.217 0.443 30.0000 4.794 0.040 1.449 0.078 0.233 0.459 32.0000 4.819 0.037 1.489 0.081 0.239 0.469 34.0000 4.844 0.044 1.530 0.085 0.249 0.481 36.0000 4.869 0.044 1 .561 0.091 0.259 0.491 38.0000 4.891 0.047 1.596 0.097 0.268 0.504 40.0000 4.904 0.050 1.627 0.103 0.278 0.513 42.0000 4.922 0.053 1.658 0.110 0.284 0.526 44.0000 4.945 0.063 1.689 0.116 0.291 0.535 46.0000 4.963 0.066 1.714 0.119 0.297 0.545 48.0000 4.979 0.066 1.730 0.125 0.307 0.551 50.0000 5.001 0.072 1. 761 0.132 0.313 0.564 52.0000 5.023 0.075 1.780 0.138 0.319 0.570 54.0000 5.029 0.078 1.798 0.141 0.326 0.576 56.0000 5.048 0.085 1.823 0.147 0.335 0.586 58.0000 5.058 0.088 1.839 0.151 0.342 0.592 60.0000 5.089 0.091 1.858 0.154 0.345 0.599 62.0000 5.161 0.088 1.873 0.160 0.351 0.605 64.0000 5.187 0.097 1.898 0.166 0.358 0.618 66.0000 5.215 0.107 1.923 0.173 0.371 0.627 68.0000 5.221 0.100 1.933 0.170 0.371 0.630 70.0000 5.256 0.122 1.973 0.188 0.386 0.649 72.0000 5.249 0.122 1.986 0.182 0.386 0.646 74.0000 5.256 0.122 1.998 0.185 0.386 0.649 76.0000 5.249 0.113 2.001 0.182 0.386 0.649 78.0000 5.265 0.1 19 2.017 0.192 0.399 0.659 80.0000 5.253 0.094 2.001 0.182 0.390 0.649 82.0000 5.256 0.100 2.014 0.188 0.396 0.662 84.0000 5.265 0.100 2.020 0.198 0.406 0.668 86.0000 5.262 0.097 2.029 0.198 0.409 0.672 88.0000 5.278 0.110 2.048 0.207 0.418 0.681 90.0000 5.290 0.122 2.070 0.217 0.425 0.691 92.0000 5.290 0.119 2.076 0.214 0.431 0.694

94.0000 5.297 0.122 2.086 0.217 0.431 0.697 96.0000 5.309 0.129 2.101 0.223 0.438 0.706 98.0000 5.309 0.129 2.104 0.220 0.441 0.706 100.000 5.319 0.135 2.120 0.226 0.444 0.710

110.000 5.149 0.163 2.139 0.251 0.476 0.732

Page 3

TEST.SO

120.000 5.143 0.145 2.111 0.251 0.473 0.725 130.000 5.177 0.167 2.145 0.267 0.495 0.745 140.000 5.196 0.167 2.161 0.270 0.498 0.754 150.000 5.224 0.170 2.176 0.286 0.518 0.770 160.000 5.237 0.173 2.195 0.289 0.524 0.776 170.000 5.730 0.182 2.251 0.299 0.543 0.808 180.000 5.658 0.195 2.332 0.311 0.562 0.830 190.000 5.532 0.192 2.323 0.314 0.566 0.824 200.000 5.485 0.201 2.345 0.327 0.585 0.840 210.000 5.495 0.208 2.354 0.333 0.591 0.849 220.000 5.504 0.211 2.363 0.340 0.601 0.855 230.000 5.514 0.227 2.379 0.355 0.614 0.868 240.000 5.514 0.239 2.391 0.365 0.630 0.881 250.000 5.576 0.245 2.407 0.371 0.639 0.890 260.000 5.586 0.249 2.426 0.380 0.649 0.900 270.000 5.589 0.261 2.441 0.393 0.662 0.913 280.000 5.602 0.274 2.454 0.406 0.674 0.925 290.000 5.620 0.286 2.463 0.421 0.690 0.938 300.000 5.620 0.299 2.479 0.434 0.700 0.951 310.000 5.627 0.309 2.485 0.447 0.716 0.963 320.000 5.642 0.321 2.501 0.459 0.725 0.976 330.000 5.649 0.331 2.507 0.472 0.741 0.989 340.000 5.661 0.346 2.526 0.491 0.754 1.004 350.000 5.680 0.365 2.541 0.506 0.770 1.020 360.000 5.696 0.381 2.557 0.522 0.789 1.036 370.000 5.702 0.397 2.569 0.538 0.802 1.052 380.000 5.718 0.409 2.582 0.550 0.815 1.062 390.000 5.737 0.428 2.601 0.569 0.831 1.077 400.000 5.746 0.441 2.613 0.582 0.844 1.093 410.000 5.762 0.447 2.626 0.588 0.850 1.103 420.000 5.765 0.454 2.638 0.598 0.860 1.112 430.000 5.781 0.457 2.651 0.598 0.866 1.119 440.000 5.797 0.472 2.660 0.617 0.879 1 .1 31 450.000 5.806 0.482 2.672 0.626 0.889 1.144 460.000 5.790 0.488 2.685 0.632 0.898 1.153 470.000 5.803 0.491 2.688 0.639 0.905 1.1 57 480.000 5.866 0.498 2.700 0.645 0.911 1.166 490.000 5.853 0.507 2.713 0.651 0.921 1.179 500.000 5.863 0.517 2.725 0.664 0.933 1.188 510.000 5.875 0.526 2.735 0.673 0.940 1 .201 520.000 5.872 0.539 2.747 0.686 0.953 1.211 530.000 5.872 0.536 2.753 0.686 0.956 1.214

540.000 5.891 0.548 2.760 0.695 0.965 1.223

550.000 5.907 0.554 2.769 0.708 0.975 1.233

Page 4

TEST.50

560.000 5.903 0.564 2.778 0.714 0.981 1.239 570.000 5.916 0.573 2.788 0.727 0.994 1.249 580.000 5.916 0.595 2.797 0.746 1.010 1.268 590.000 5.935 0.595 2.807 0.746 1.010 1.271 600.000 5.947 0.608 2.819 0.758 1.023 1.283 610.000 5.951 0.611 2.828 0.758 1.029 1.287 620.000 5.960 0.618 2.838 0.768 1.036 1.296 630.000 5.944 0.611 2.841 0.765 1.036 1.296 640.000 5.976 0.624 2.847 0.777 1.048 1.306 650.000 5.966 0.630 2.856 0.783 1.058 1.31 5 660.000 5.991 0.643 2.866 0.796 1.064 1.325 670.000 5.988 0.646 2.872 0.799 1.071 1.328 680.000 5.988 0.649 2.878 0.805 1.077 1.334 690.000 6.010 0.652 2.888 0.809 1.084 1.341 700.000 6.004 0.655 2.891 0.815 1.090 1.350 710.000 6.007 0.665 2.894 0.828 1.100 1.356 720.000 5.573 0.677 2.909 0.834 1.106 1.366 730.000 5.708 0.674 2.572 0.831 1.064 1.283 740.000 5.925 0.690 2.741 0.840 1.096 1.344 750.000 5.966 0.690 2.828 0.843 1.106 1.360 760.000 5.988 0.690 2.872 0.850 1.116 1.372 770.000 5.995 0.699 2.900 0.856 1.125 1.382 780.000 6.007 0.703 2.916 0.862 1.128 1.388 790.000 6.010 0.709 2.925 0.868 1.138 1.398 800.000 6.023 0.715 2.934 0.878 1.144 1.407 810.000 6.020 0.722 2.941 0.881 1.154 1.410 820.000 6.023 0.725 2.950 0.884 1.157 1.417 830.000 6.035 0.734 2.959 0.894 1.164 1.423 840.000 6.042 0.737 2.966 0.900 1.173 1.432 850.000 6.054 0.737 2.969 0.903 1.176 1.436 860.000 6.057 0.740 2.972 0.906 1.183 1.439 870.000 6.067 0.750 2.981 0.919 1.189 1.448 880.000 6.076 0.753 2.987 0.922 1.192 1.455 890.000 6.083 0.759 2.997 0.928 1.199 1.461 900.000 6.083 0.759 3.000 0.928 1.202 1.464 910.000 6.083 0.763 3.003 0.931 1.208 1.467 920.000 6.083 0.769 3.009 0.938 1.212 1.474 930.000 6.089 0.772 3.012 0.941 1.215 1.477 940.000 6.089 0.778 3.019 0.947 1.221 1.480 950.000 6.1 OS 0.781 3.022 0.950 1.224 1.486 960.000 6.086 0.788 3.028 0.957 1.228 1.490 970.000 6.111 0.794 3.031 0.963 1.237 1.499 980.000 6.127 0.800 3.041 0.972 1.244 1.502 990.000 6.117 0.804 3.041 0.976 1.244 1.509

Page 5

TEST.50

1000.00 6.117 0.804 3.044 0.979 1.250 1.512 1030.00 6.142 0.819 3.059 0.991 1.263 1.524 1060.00 6.145 0.829 3.069 1.001 1.272 1.534 1090.00 6.164 0.838 3.081 1.010 1.285 1.547 1120.00 6.174 0.857 3.094 1.029 1.304 1.559 1150.00 6.196 0.870 3.103 1.045 1.320 1.578 1180.00 6.205 0.898 3.1 19 1.073 1.343 1.600 1210.00 6.221 0.91 1 3.137 1.089 1.355 1.616 1240.00 6.246 0.927 3.150 1.101 1.368 1.635 1270.00 6.230 0.936 3.1 S9 1 .123 1.394 1.658 1300.00 6.271 0.955 3.178 1.1 39 1.407 1.673 1330.00 6.296 0.983 3.200 1.1 64 1.429 1.696 1360.00 6.328 1.009 3.231 1.1 86 1.455 1.718 1390.00 6.334 1.018 3.253 1.196 1.464 1.724 1420.00 6.359 1 .031 3.268 1.208 1.477 1.737

1450.00 6.378 1.034 3.293 1.208 1.487 1.749 1480.00 6.375 1.037 3.287 1 .215 1.493 1.753 1 510.00 6.394 1.053 3.303 1.227 1.509 1.765 1540.00 6.381 1.053 3.312 1.227 1.506 1.768 157o.oo- 6.391 1.050 3.315 1.227 1 .512 1.772 1600.00 6.387 1.053 3.315 1.224 1.509 1.768 1630.00 6.375 1.037 3.309 1.21 5 1.506 1.762 1660.00 6.378 1.037 3.303 1.21 8 1.506 1.765 1690.00 6.875 1.027 3.324 1.21 8 1.51 2 1.784 1720.00 6.570 1.024 3.381 1 .221 1.51 5 1.784 1 750.00 6.545 1 .01 2 3.356 1 .21 2 1.512 1.778 1780.00 6.551 1.015 3.353 1.221 1.522 1.787 1810.00 6.538 1 .01 8 3.356 1.221 1.522 1.784 1840.00 6.542 1.021 3.356 1.231 1.525 1.791 1870.00 6.545 1 .021 3.359 1.234 1.528 1.797 1900.00 6.557 1.024 3.356 1.243 1.538 1.803 1930.00 6.576 1.037 3.371 1.249 1.547 1.816 1960.00 6.576 1.050 3.381 1.262 1.557 1.826 1990.00 6.586 1.062 3.387 1.271 1.567 1.832 2020.00 6.595 1.068 3.399 1.278 1.570 1.845 2050.00 6.61 1 1.075 3.412 1.284 1.579 1.848 2080.00 6.614 1.084 3.421 1.293 1.586 1.864 2110.00 6.623 1.090 3.427 1.297 1.592 1.867

2140.00 6.636 1.097 3.434 1.303 1.598 1.876

2170.00 6.636 1.106 3.449 1.312 1.608 1.886

2200.00 6.648 1 .11 6 3.452 1.322 1.614 1.895

2230.00 6.655 1.125 3.462 1.331 1.627 1.902

2260.00 6.658 1.128 3.474 1.334 1.627 1.908

2290.00 6.664 1.125 3.474 1.334 1.630 1.908

Page 6

TEST.50

2320.00 6.670 1 .1 31 3.477 1.341 1.634 1.914 2350.00 6.683 1 .154 3.490 1.360 1.650 1.930 2380.00 6.692 1.157 3.496 1.363 1.656 1.936 2410.00 6.724 1.1 63 3.502 1.369 1.666 1.943 2440.00 6.724 1.166 3.512 1.375 1.666 1.949 2470.00 6.730 1.1 72 3.515 1.378 1.672 1.956 2500.00 6.721 1.172 3.521 1.382 1.678 1.959 2530.00 6.718 1 .172 3.518 1.382 1.678 1.959 2560.00 6.721 1.169 3.518 1.378 1.675 1.956 2590.00 6.724 1.172 3.518 1.382 1.682 1.959 2620.00 6.724 1.182 3.521 1.391 1.688 1.968 2650.00 6.752 1.1 88 3.527 1.397 1.698 1.975 2680.00 6.736 1.188 3.533 1.401 1.698 1.978 2710.00 6.740 1 .185 3.537 1.397 1.694 1.978 2740.00 6.746 1.188 3.537 1.401 1.698 1.978 2770.00 6.749 1.188 3.540 1.404 1. 701 1.984 2800.00 6.743 1.204 3.549 1.413 1.710 1.987 2830.00 6.762 1.210 3.558 1.423 1.720 1.994 2860.00 6.762 1.220 3.574 1.423 1.723 2.000 2890.00 6.777 1.242 3.586 1.441 1. 739 2.016

2920.00 6.765 1.239 3.586 1.435 1.742 2.016

Page 7

TEST.50A

SE2000 Environmental Logger

11/14 23:29

Unit# UMETCO 1 Test 5

Setups: INPUT 7 INPUT 8 INPUT 9 INPUT 10

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.015 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 0 11/07 09:08:28

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

------------ --------- --------- --------- ---------0.0000 0.000 0.003 0.009 0.012 0.0083 0.000 0.003 0.003 0.009 0.0166 0.000 0.003 0.006 0.012 0.0250 0.000 0.003 0.003 0.012 0.0333 0.000 0.003 0.006 0.012 0.0416 0.000 0.006 0.006 0.015 0.0500 0.000 0.003 0.006 0.012 0.0583 0.000 0.003 0.006 0.012 0.0666 0.000 0.003 0.003 0.015 0.0750 0.000 0.003 0.003 0.009 0.0833 0.000 0.003 0.006 0.015 0.1000 0.000 0.000 0.009 0.012 0.1166 0.000 0.003 0.006 0.012 0.1333 0.000 0.006 0.006 0.015 0.1500 0.000 0.003 0.006 0.012 0.1666 0.000 0.003 0.006 0.012 0.1833 0.000 0.003 0.003 0.009 0.2000 0.000 0.003 0.006 0.012 0.2166 0.000 0.003 0.006 0.009 0.2333 0.000 0.003 0.006 0.015

Page 1

TEST.50A

0.2500 0.000 0.006 0.003 0.015 0.2666 0.000 0.003 0.006 0.015 0.2833 0.000 0.003 0.003 0.012 0.3000 0.000 0.003 0.000 0.015 0.3166 0.000 0.006 0.003 0.012 0.3333 0.000 0.003 0.006 0.012 0.4166 0.000 0.003 0.003 0.012 0.5000 0.000 0.003 0.003 0.012 0.5833 0.000 0.003 0.003 0.012 0.6666 0.000 0.003 0.000 0.015 0.7500 0.000 0.003 0.003 0.018 0.8333 0.000 0.003 -0.003 0.018 0.9166 0.000 0.003 0.000 0.025 1.0000 0.000 0.006 0.000 0.031 1.0833 0.000 0.006 0.000 0.034 1.1666 0.000 0.003 0.000 0.041 1.2500 0.000 0.003 -0.003 0.047 1 .3333 0.000 0.003 -0.003 0.050 1.4166 0.000 0.006 -0.003 0.056 1.5000 0.000 . 0.003 0.000 0.063 1.5833 0.000 0.003 0.000 0.072 1.6666 0.000 0.003 0.000 0.082 1. 7500 0.000 0.006 -0.003 0.088 1 .8333 0.000 0.003 -0.003 0.094 1.9166 0.000 0.003 0.000 0.104 2.0000 0.000 0.006 -0.003 0.117 2.5000 0.000 0.003 -0.003 0.173 3.0000 0.000 0.003 -0.003 0.240 3.5000 0.000 0.003 -0.003 0.303 4.0000 0.000 0.006 0.000 0.370 4.5000 0.000 0.003 0.006 0.420 5.0000 0.000 0.003 0.012 0.464 5.5000 0.000 0.006 0.012 0.509 6.0000 0.000 0.003 0.019 0.550 6.5000 0.000 0.006 0.025 0.591 7.0000 0.000 0.003 0.028 0.629 7.5000 0.000 0.006 0.038 0.670 8.0000 0.000 0.006 0.041 0.705 8.5000 0.000 0.006 0.050 0.740 9.0000 0.000 0.006 0.057 0.768 9.5000 0.000 0.006 0.063 0.800 10.0000 0.000 0.006 0.072 0.828 12.0000 0.000 0.006 0.098 0.920 14.0000 0.000 0.012 0.126 0.993

Page 2

TEST .50A

16.0000 0.000 0.015 0.161 1.059 18.0000 0.000 0.022 0.190 1.11 3 20.0000 0.000 0.028 0.222 1.163 22.0000 0.000 0.034 0.247 1.201 24.0000 0.000 0.041 0.276 1.242 26.0000 0.000 0.047 0.298 1.277 28.0000 0.000 0.053 0.323 1.309 30.0000 0.000 0.063 0.349 1.344 32.0000 0.000 0.069 0.368 1.369 34.0000 0.000 0.075 0.393 1.397 36.0000 0.000 0.085 0.406 1.420 38.0000 0.000 0.091 0.425 1.442 40.0000 0.000 0.097 0.447 1.464 42.0000 0.000 0.104 0.466 1.483 44.0000 0.000 0.110 0.479 1.505 46.0000 0.000 0.116 0.491 1.524 48.0000 0.000 0.126 0.507 1.540 50.0000 0.000 0.132 0.526 1.562 52.0000 0.000 0.139 0.539 1.575 54.0000 0.000 0.145 0.549 1.590 56.0000 0.000 0.1 51 0.564 1.609 58.0000 0.000 0.158 0.577 1.622 60.0000 0.000 0.164 0.583 1.635 62.0000 0.000 0.170 0.596 1.647 64.0000 0.000 0.180 0.615 1.669 66.0000 0.000 0.186 0.625 1.692 68.0000 0.000 0.192 0.631 1.701 70.0000 0.000 0.195 0.656 1.730 72.0000 0.000 0.205 0.656 1.733 74.0000 0.000 0.208 0.666 1.745 76.0000 0.000 0.214 0.666 1.745 78.0000 0.000 0.221 0.682 1.764 80.0000 0.000 0.224 0.669 1.752 82.0000 0.000 0.230 0.685 1.767 84.0000 0.000 0.236 0.695 1.780 86.0000 0.000 0.240 0.704 1.786 88.0000 0.000 0.249 0.717 1.802 90.0000 0.000 0.255 0.733 1.821 92.0000 0.000 0.259 0.733 1.821 94.0000 0.000 0.265 0.742 1.828 96.0000 0.000 0.268 0.752 1.840 98.0000 0.000 0.274 0.755 1.843 100.000 0.000 0.274 0.764 1.856 110.000 0.043 0.300 0.802 1.856

Page 3

TEST.50A

120.000 0.037 0.319 0.802 1.856 130.000 0.065 0.338 0.831 1.888 140.000 0.059 0.357 0.844 1.903 150.000 0.081 0.372 0.863 1.926 160.000 0.087 0.388 0.882 1.948 170.000 0.103 0.404 0.898 2.017 180.000 0.115 0.417 0.926 2.074 190.000 0.112 0.429 0.939 2.058 200.000 0.131 0.448 0.958 2.071 210.000 0.140 0.458 0.971 2.084 220.000 0.140 0.470 0.980 2.093 230.000 0.156 0.483 0.993 2.106 240.000 0.175 0.492 1.006 2.119 250.000 0.184 0.505 1.015 2.141 260.000 0.197 0.515 1.028 2.153 270.000 0.216 0.527 1.040 2.166 280.000 0.231 0.537 1.053 2.179 290.000 0.253 0.549 1.063 2.191 300.000 0.266 0.559 1.075 2.204 310.000 0.272 0.575 1.091 2.217 320.000 0.288 0.584 1.098 2.229 330.000 0.303 0.600 1.107 2.236 340.000 0.310 0.609 1.123 2.251 350.000 0.316 0.622 1.139 2.267 360.000 0.344 0.638 1.152 2.280 370.000 0.319 0.650 1 .1 61 2.292 380.000 0.341 0.663 1.174 2.305 390.000 0.372 0.676 1.193 2.318 400.000 0.366 0.688 1.199 2.334 410.000 0.379 0.701 1.212 2.346 420.000 0.394 0.714 1.225 2.356 430.000 0.410 0.723 1.234 2.365 440.000 0.426 0.739 1.247 2.378 450.000 0.441 0.745 1.256 2.391 460.000 0.457 0.755 1.269 2.400 470.000 0.473 0.771 1.275 2.403 480.000 0.491 0.777 1.285 2.419 490.000 0.501 0.793 1 .310 2.441 500.000 0.513 0.802 1.317 2.451 510.000 0.523 0.812 1.326 2.460 520.000 0.538 0.821 1.339 2.473 530.000 0.541 0.834 1.348 2.479 540.000 0.554 0.840 1.355 2.489 550.000 0.567 0.850 1.361 2.498

Page 4

TEST.50A

560.000 0.573 0.859 1.370 2.508 570.000 0.582 0.868 1.383 2.514 580.000 0.592 0.881 1.396 2.527 590.000 0.598 0.891 1.402 2.533 600.000 0.604 0.897 1.415 2.545 610.000 0.614 0.906 1.418 2.552 620.000 0.620 0.916 1.428 2.561 630.000 0.626 0.922 1 .431 2.564 640.000 0.617 0.932 1.437 2.574 650.000 0.629 0.941 1.447 2.580 660.000 0.639 0.951 1.459 2.593 670.000 0.645 0.957 1.463 2.596 680.000 0.654 0.963 1.466 2.602 690.000 0.661 0.973 1.475 2.612 700.000 0.664 0.982 1.482 2.615 710.000 0.667 0.989 1.491 2.621 720.000 0.676 0.998 1.501 2.634 730.000 0.676 1.001 1.450 2.327 740.000 0.679 0.998 1.450 2.542 750.000 0.673 1.004 1.472 2.593 760.000 0.676 1.014 1.491 2.618 770.000 0.686 1.020 1.504 2.637 780.000 0.689 1.026 1.513 2.647 790.000 0.676 1.033 1.523 2.653 800.000 0.695 1.042 1.536 2.666 810.000 0.667 1.049 1.542 2.669 820.000 0.676 1.055 1.545 2.678 830.000 0.689 1.061 1.558 2.685 840.000 0.717 1.068 1.561 2.691 850.000 0.723 1.074 1.564 2.697 860.000 0.729 1.080 1.574 2.707 870.000 0.736 1.090 1.580 2.713 880.000 0.742 1.096 1.586 2.719 890.000 0.755 1.096 1.593 2.726 900.000 0.758 1.1 OS 1.596 2.729 910.000 0.748 1 .11 2 1.602 2.732 920.000 0.758 1.118 1.608 2.738 930.000 0.764 1.124 1.612 2.742 940.000 0.767 1.128 1.61 5 2.748 950.000 0.770 1.134 1.621 2.751 960.000 0.770 1.137 1.624 2.754 970.000 0.780 1.140 1.628 2.764 980.000 0.786 1.147 1.637 2.767 990.000 0.786 1.153 1.640 2.770

Page 5

TEST.50A

1000.00 0.789 1.1 56 1.647 2.776 1030.00 0.808 1.1 72 1.659 2.789 1060.00 0.827 1.184 1.669 2.799 1090.00 0.836 1.1 97 1 .681 2.81 1 1 120.00 0.858 1.21 3 1.694 2.827 1 1 50.00 0.880 1.226 1.704 2.836 1 180.00 0.899 1.248 1.726 2.852 1210.00 0.908 1.263 1.748 2.874 1240.00 0.924 1.279 1 .761 2.887 1 270.00 0.952 1.292 1.767 2.893 1300.00 0.964 1 .31 1 1.783 2.909 1 330.00 0.974 1.327 1.805 2.931 1360.00 0.989 1.349 1.827 2.953 1390.00 1 .01 1 1.365 1.846 2.972 1420.00 1.046 1.380 1.850 2.982 1450.00 1.074 1.399 1.866 3.001 1480.00 1.090 1.409 1.872 3.004 1510.00 1.090 1 .421 1.885 3.020 1540.00 1.1 34 1.428 1.894 3.026 1570.00 1 .146 1 .437 1.900 3.029 1600.00 1.149 1.440 1.904 3.036 1630.00 1.140 1.440 1 .891 3.026 1660.00 1.1 55 1.440 1.894 3.026 1690.00 1.1 55 1.444 1.894 3.080 1720.00 1 . 1 71 1.453 1.913 3.093 1750.00 1.1 68 1.453 1.910 3.083 1780.00 1.187 1.453 1.913 3.086 1810.00 1.1 87 1.459 1.913 3.086 1840.00 1 .193 1.462 1.916 3.089 1870.00 1.190 1.462 1.926 3.096 1900.00 1.206 1.469 1.929 3.099 1930.00 1.218 1.475 1.945 3.1 18 1960.00 1.231 1.481 1.954 3.127 1990.00 1.246 1.488 1 .961 3.134 2020.00 1.259 1.494 1.973 3.146 2050.00 1.246 1.504 1.977 3.156 2080.00 1.275 1.510 1.992 3.165 21 10.00 1.293 1.516 1.992 3.169 2140.00 1.31 5 1.523 1.999 3.178 2170.00 1.31 2 1.535 2.008 3.1 91 2200.00 1.321 1.541 2.018 3.197 2230.00 1.334 1 .551 2.024 3.206 2260.00 1.334 1.557 2.034 3.213 2290.00 1.343 1.560 2.034 3.216

Page 6

TEST.50A

2320.00 1.350 1.564 2.040 3.219 2350.00 1.359 1.576 2.056 3.232 2380.00 1.372 1.583 2.059 3.241 2410.00 1.378 1.589 2.065 3.248 2440.00 1.387 1.595 2.075 3.257 2470.00 1.394 1.601 2.078 3.260 2500.00 1.403 1.614 2.081 3.263 2530.00 1.406 1.617 2.084 3.267 2560.00 1.403 1.617 2.084 3.263 2590.00 1.412 1.617 2.081 3.267 2620.00 1.425 1.620 2.091 3.267 2650.00 1.434 1.627 2.094 3.276 2680.00 1.441 1.633 2.100 3.282 2710.00 1.428 1.636 2.104 3.282 2740.00 1.428 1.636 2.100 3.282 2770.00 1.447 1.636 2.097 3.276 2800.00 1.462 1.643 2.100 3.282 2830.00 1.484 1.639 2.107 3.286 2860.00 1.497 1.652 2.107 3.289 2890.00 1.509 1.662 2.116 3.301 2920.00 1.525 1.668 2.119 3.301

Page 7

TEST.51

SE2000 Environmental Logger

11/1423:19

Unit# UMETCO 1 Test 5

Setups: INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

Type Level (F) Level (F) Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC TOC TOC I. D. 3.2C/940 3.1 8/568 3.28/230 3.1 C/763 3.1 D/606 3.20/762

Reference 0.000 0.000 0.000 0.000 0.000 0.000 SG 1.000 1 .000 1.000 1 .000 1 .000 1 .000 Linearity 0.022 -0.003 0.055 0.001 0.021 0.002 Scale factor 9.976 10.041 9.828 10.018 10.092 10.043 Offset -0.005 -0.001 -0.022 -0.014 -0.005 -0.01 0 Delay mSEC 50.000 50.000 50.000 50.000 50.000 50.000

Step 1 11/09 10:13:28

-' i Elapsed Time INPUT 1 INPUT 2 INPUT 3 INPUT 4 INPUT 5 INPUT 6

0.0000 6.702 1.245 3.596 1.441 1.749 2.022 0.0083 6.718 1.245 3.596 1.441 1.749 2.022 0.0166 6.702 1.245 3.596 1.441 1.749 2.022 0.0250 6.655 1.242 3.593 1.441 1.749 2.022 0.0333 6.620 1.242 3.593 1.441 1.749 2.025 0.0416 6.589 1.239 3.593 1.441 1.749 2.025 0.0500 6.570 1.245 3.593 1.441 1.749 2.022 0.0583 6.545 1.245 3.593 1.445 1.749 2.025 0.0666 6.494 1.245 3.593 1.441 1.749 2.022 0.0750 6.491 1.242 3.590 1.441 1.749 2.022 0.0833 6.447 1.242 3.593 1.441 1.749 2.025 0.1000 6.406 1.248 3.593 1.445 1.749 2.025 0.1166 6.362 1.242 3.590 1.441 1.749 2.022 0.1333 6.312 1.242 3.593 1.445 1.749 2.025 0.1500 6.268 1.248 3.593 1.445 1.749 2.025

,l) ~' ( 0.1666 6.221 1.242 3.590 1.445 1.752 2.022 0.1 833 6.177 1.245 3.593 1.441 1.752 2.022

,,, ) ' 0.2000 6.133 1.245 3.593 1.445 1.749 2.025 0.2166 6.089 1.245 3.593 1.445 1.749 2.025 0.2333 6.048 1.245 3.593 1.445 1.749 2.022

Page 1

0.2500 0.2666 0.2833

')I 0.3000 0.31 66 0.3333

' ) ' ,' 0.41 66 :;.~.:; 0.5000

0.5833

/• .,.· / ,_ J (

. -;.;)

0.6666 0.7500 0.8333 0.9166 1.0000 1.0833 1.1 666 1.2500 1 .3333 1 .41 66 1 .5000 1.5833 1.6666 1.7500 1 .8333 1 .91 66 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000

5.5000 6.0000

L{f •. 6.5000

7.0000 7.5000 8.0000 8.5000 9.0000

1 9.5000 10.0000

! - 12.0000 14.0000

TEST.5 1

6.007 1 .245 3.590 1 .445 1 .752 2.022 5.966 1 .245 3.593 1 .445 5.925 1 .248 3.593 1 .445 5.888 1.248 3.593 1 .445 5.850 1 .245 3.593 1 .445 5.81 2 1 .245 3.593 1 .445 5.633 1 .248 3.593 1 .445 5.466 1 .245 3.593 1 .445 5.31 2 1 .242 3.590 1 .445 5.1 68 1 .242 3.593 1 .445

1.749 2.025 1.749 2.025 1. 752 2.025 1. 752 2.025 1.749 2.025 1.749 2.025 1.752 2.025 1.752 2.022 1. 752 2.025

5.033 1.245 3.590 1.445 1.749 2.025 4.910 4.794 4.687 4.583 4.485 4.394 4.309 4.231 4.155 4.086 4.017 3.951 3.891 3.838 3.781 3.485 3.284 3.124 2.998 2.894 2.803

2.734 2.674

1.242 1.239 1.239 1.239 1.242 1.239 1.242 1.239 1.239 1.239 1.236 1.239 1.236 1.236 1.236 1.229 1.226 1.226 1.232 1.239 1.229 1.232 1.236

3.586 3.586 3.583 3.583 3.583 3.580 3.577 3.574 3.574 3.568 3.565 3.565 3.561 3.555 3.552 3.518 3.487 3.452 3.421 3.384 3.337

3.299 3.265

1.445 1.445 1.445 1.445 1.445 1.445 1.445 1.445 1.445 1.441 1 .441 1 .441 1.445 1 .441 1 .441 1.435 1.435 1.438 1 .441 1.438 1.435 1.438 1 .441

1.752 1.752 1.752 1.749 1.749 1.749 1.749 1.749 1.746 1.749 1.746 1.742 1.746 1.746 1.742 1.733 1.726 1.717 1. 714 1.707 1.698 1.691 1.688

2.022 2.019 2.016 2.016 2.016 2.009 2.006 2.003 2.003 2.000 1.997 1.997 1.990 1.987 1.984 1.962 1.936 1.91 7 1.902 1.883 1.867 1.854 1.841

2.620 1 .232 3.225 1 .438 1.685 1.832 2.567 1 .232 3.1 84 1 .435 1.675 1 .81 9 2.523 1 .229 3.143 1.435 1 .669 1 .807 2.482 1.229 3.103 1.438 1 .662 1. 797 2.451 1.223 3.056 1.432 1.659 1.787 2.416 1.220 3.016 1.432 1.653 1.781 2.388 1.220 2.978 1.432 1.646 1.768 2.359 1 .220 2.944 1 .429 1 .643 1. 759 2.262 1.226 2.810 1.423 1.621 1. 730 2.180 1.213 2.672 1.410 1.598 1.699

Page 2

flo>'

16.0000 18.0000 20.0000 22.0000 24.0000 26.0000

J,, 28.0000 30.0000 32.0000 34.0000 36.0000 38.0000

~.- 40.0000

42.0000 44.0000

G, 46.0000 ~2 48.0000

50.0000 ,/! 52.0000

54.0000 56.0000

::/ 58.0000 60.0000 62.0000

/i I 64.0000 66.0000 68.0000 70.0000 72.0000 74.0000 76.0000 78.0000 80.0000 82.0000 84.0000 86.0000 88.0000 90.0000 92.0000 94.0000 96.0000 98.0000

:) 100.000 110.000

TEST.51

2.114 1.213 2.560 1.404 1.582 1.670 2.070 2.026 1.985 1.950 1.919 1.884 1.859 1.828 1.809 1.787 1.768 1.749 1.730 1.714 1.702 1.680 1.667

1.220 2.473 1.220 2.388 1.217 2.313 1.213 2.242 1.213 2.189 1.210 2.132 1.207 2.083 1.195 2.029 1.198 1.992 1.191 1.955 1.195 1.926 1.191 1.895 1.188 1.864 1.195 1.848 1.191 1.823 1.176 1.792 1.179 1. 773

1.410 1.410 1.401 1.394 1.391 1.382 1.378 1.369 1.372 1.363 1.363 1.356 1.350 1.350 1.347 1.338 1.334

1.579 1.567 1.554 1.541 1.535 1.522 1.512 1.503 1.496 1.487 1.480 1.471 1.458 1.458 1.451 1.442 1.435

1.661 1.645 1.626 1.613 1.600 1.581 1.572 1.559 1.550 1.543 1.534 1.521 1.509 1.505 1.499 1.490 1.480

1.655 1.179 1.748 1.328 1.429 1.477 1.642 1.169 1.724 1.322 1.419 1.467 1.623 1.163 1.702 1.316 1.416 1.458 1.617 1.160 1.683 1.312 1.410 1.451 1.611 1.166 1.674 1.309 1.403 1.445 1 .592 1 .166 1 .661 1 .306 1 .397 1 .439 1.582 1 .154 1.639 1.303 1.397 1 .436 1.576 1.1 57 1.627 1.300 1.387 1.429 1.563 1.557 1.548 1.535 1.535 1.519

1.510 1.504 1.494 1.485 1.478 1.475 1.469 1.463 1.447

1.154 1.160 1.154 1.144 1.150 1 .1 38 1 .128 1 .1 31 1.125 1.125 1.125 1.122 1.119 1.119 1.103

1.617 1.608 1.589 1.574 1.571 1.549 1.533 1.527 1 .51 1

1.505 1.496 1.492 1.480 1.471 1.449

1.297 1.293 1.287 1.281 1.284 1 .271

1.268 1.268 1.259 1.259 1.256 1.253 1.249 1.243 1.234

1.381 1.378 1.371 1.365 1.362 1.355 1.346 1.343 1.336 1.339 1.327 1.327 1.320 1.317 1 .311

1.417 1.413 1.407 1.404 1.404 1 .391 1.388 1.385 1.375 1.375 1.363 1.363 1.356 1.350 1.347

1.444 1.100 1.436 1.237 1.307 1.347 1.438 1.097 1.433 1.231 1.295 1.334 1.412 1.087 1.393 1.208 1.279 1.312

Page 3

TEST.S 1

120.000 1.384 1.078 1.355 1.193 1.256 1.290 130.000 1.349 1.053 1 .311 1.174 1.240 1.268 140.000 1.324 1.046 1.283 1.155 1.21 5 1.245 150.000 1.305 1.034 1.258 1.142 1.205 1.226

160.000 1.283 1.027 1.230 1.127 1.183 1.204

170.000 1.265 1.015 1.211 1 .11 7 1.170 1.195

180.000 1.239 0.990 1.174 1.092 1.154 1.169 190.000 1.220 0.977 1.1 55 1.083 1.135 1.1 so

-1) 200.000 1.208 0.971 1.140 1.073 1.132 1.147 210.000 1.195 0.964 1.124 1.064 1 .11 6 1 .1 31 220.000 1.170 0.949 1.099 1.045 1.096 1.112 230.000 1 .1 61 0.942 1.087 1.038 1.093 1.103

240.000 1.139 0.923 1.065 1.020 1.071 1.084 250.000 1.129 0.927 1.055 1.016 1.068 1.077 260.000 1.107 0.898 1.027 0.998 1.048 1.058 270.000 1.101 0.908 1.027 0.998 1.045 1.058 280.000 1.079 0.882 0.996 0.979 1.023 1.036 290.000 1.076 0.882 0.996 0.972 1.023 1.033 300.000 1.060 0.873 0.977 0.966 1.013 1.027 310.000 1.057 0.867 0.968 0.960 1.007 1.017 320.000 1.041 0.857 0.955 0.950 0.994 1.004 330.000 1.029 0.848 0.943 0.941 0.988 0.995 340.000 1.016 0.835 0.930 0.928 0.978 0.982 350.000 1.006 0.819 0.918 0.916 0.959 0.970 360.000 0.991 0.813 0.905 0.906 0.953 0.960 370.000 0.978 0.807 0.893 0.900 0.946 0.951 380.000 0.966 0.797 0.884 0.894 0.937 0.944 390.000 0.959 0.788 0.871 0.884 0.927 0.938

,-. 400.000 0.950 0.781 0.862 0.875 0.921 0.928 410.000 0.940 0.772 0.849 0.868 0.911 0.922

420.000 0.931 0.759 0.837 0.862 0.905 0.913 430.000 0.922 0.766 0.837 0.856 0.898 0.909 440.000 0.915 0.763 0.830 0.850 0.892 0.903 450.000 0.912 0.759 0.821 0.846 0.889 0.897 460.000 0.903 0.759 0.815 0.843 0.882 0.894 470.000 0.896 0.756 0.812 0.840 0.879 0.890 480.000 0.890 0.750 0.805 0.834 0.873 0.884 490.000 0.884 0.747 0.799 0.828 0.863 0.878

500.000 0.877 0.740 0.793 0.824 0.857 0.871

510.000 0.874 0.740 0.787 0.818 0.853 0.865

520.000 0.868 0.734 0.784 0.812 0.850 0.862

530.000 0.862 0.728 0.774 0.805 0.841 0.855

540.000 0.855 0.722 0.771 0.799 0.834 0.849

550.000 0.849 0.715 0.765 0.793 0.828 0.843

Page 4

560.000 570.000 580.000 590.000

t;,' 600.000 610.000 620.000 630.000 640.000 650.000 660.000 670.000 680.000 690.000

<."- 700.000 710.000 720.000 730.000 740.000 750.000 760.000 770.000 780.000 790.000

/i 800.000 810.000 820.000 830.000 840.000 850.000 860.000 870.000 880.000 890.000

•\~ 900.000 910.000 920.000 930.000 940.000 950.000 960.000 970.000 980.000

> _) 990.000

TEST.51

0.843 0.712 0.759 0.783 0.821 0.836 0.837 0.706 0.752 0.780 0.815 0.830 0.830 0.703 0.746 0.774 0.812 0.827 0.824 0.699 0.740 0.768 0.805 0.817 0.821 0.696 0.737 0.768 0.802 0.817 0.818 0.693 0.731 0.765 0.796 0.814 0.811 0.690 0.724 0.761 0.793 0.808 0.808 0.690 0.721 0.761 0.789 0.808 0.808 0.687 0.718 0.755 0.789 0.802 0.802 0.684 0.715 0.752 0.783 0.798 0.799 0.681 0.712 0.749 0.780 0.795 0.796 0.681 0.709 0.746 0.777 0.792 0.793 0.681 0.702 0.746 0.773 0.792 0.789 0.674 0.699 0.739 0.770 0.786 0.786 0.671 0.696 0.733 0.767 0.783 0. 780 0.665 0.693 0. 730 0. 761 0. 776 0.777 0.665 0.690 0.727 0.757 0.773 0.774 0.659 0.687 0.720 0.751 0.770 0.770 0.649 0.684 0.711 0.741 0.764 0. 761 0.643 0.677 0. 702 0. 738 0. 754 0.758 0.640 0.671 0.698 0.732 0.751 0.755 0.633 0.665 0.695 0.732 0.745 0.748 0.633 0.662 0.692 0.725 0.741 0.745 0.627 0.659 0.686 0.722 0.738 0.739 0.624 0.656 0.683 0.716 0.732 0. 736 0.624 0.649 0.680 0. 713 0. 732 0.733 0.621 0.646 0.680 0.713 0.729 0.730 0.614 0.643 0.673 0.706 0.722 0.726 0.611 0.637 0.670 0.703 0.719 0.723 0.608 0.634 0.667 0.700 0.716 0. 720 0.605 0.631 0.658 0.694 0. 710 0. 711 0.602 0.624 0.658 0.694 0. 706 0.711 0.602 0.621 0.658 0.690 0.706 0. 708 0.595 0.618 0.651 0.684 0. 700 0.701 0.592 0.612 0.648 0.681 0.694 0.701 0.592 0.612 0.648 0.678 0.694 0.698 0.589 0.606 0.645 0.678 0.694 0.695 0.592 0.602 0.642 0.678 0.691 0.695 0.589 0.602 0.642 0.674 0.687 0.689 0.586 0.599 0.635 0.668 0.684 0.689 0.580 0.596 0.632 0.665 0.681 0.682 0.580 0.590 0.632 0.665 0.678 0.682 0.583 0.587 0.635 0.665 0.681 0.682 0.586 0.587 0.635 0.665 0.678

Page 5

TEST.5 1

1000.00 0.679 0.583 0.584 0.632 0.665 0.678 1030.00 0.670 0.570 0.574 0.620 0.649 0.665 1060.00 0.657 0.551 0.562 0.598 0.633 0.649 1090.00 0.651 0.561 0.552 0.604 0.636 0.649

1120.00 0.641 0.554 0.546 0.601 0.633 0.643

1150.00 0.635 0.536 0.537 0.582 0.611 0.627 . 1180.00 0.626 0.532 0.524 0.585 0.614 0.624

1210.00 0.619 0.523 0.521 0.576 0.607 0.618 1240.00 0.619 0.532 0.518 0.582 0.607 0.621 1270.00 0.619 0.532 0.518 0.579 0.607 0.618 1300.00 0.616 0.545 0.521 0.585 0.614 0.618 1330.00 0.626 0.558 0.537 0.588 0.620 0.624

1360.00 0.635 0.561 0.540 0.591 0.623 0.630 1390.00 0.632 0.561 0.543 0.585 0.620 0.624 1420.00 0.635 0.554 0.537 0.579 0.614 0.621 1450.00 0.613 0.529 0.512 0.573 0.607 0.611

1480.00 0.623 0.529 0.524 0.557 0.601 0.605 1510.00 0.607 0.507 0.512 0.538 0.585 0.586 1540.00 0.591 0.482 0.493 0.513 0.562 0.564 1570.00 0.560 0.444 0.465 0.481 0.537 0.538 1600.00 0.544 0.431 0.456 0.465 0.521 0.523 1630.00 0.534 0.425 0.443 0.462 0.511 0.513 1660.00 0.519 0.403 0.424 0.443 0.492 0.494 1690.00 0.506 0.394 0.415 0.434 0.489 0.488

1720.00 0.484 0.372 0.384 0.425 0.473 0.472

1750.00 0.481 0.378 0.387 0.425 0.473 0.469 1780.00 0.468 0.368 0.374 0.425 0.470 0.466 1810.00 0.462 0.362 0.365 0.418 0.463 0.459

1840.00 0.450 0.349 0.349 0.412 0.457 0.453

1870.00 0.446 0.349 0.353 0.402 0.450 0.453

1900.00 0.440 0.353 0.349 0.406 0.450 0.456 1930.00 0.437 0.353 0.346 0.402 0.447 0.450 1960.00 0.434 0.349 0.346 0.399 0.441 0.447

1990.00 0.431 0.353 0.343 0.399 0.441 0.443

2020.00 0.431 0.359 0.346 0.406 0.444 0.447

2050.00 0.434 0.365 0.346 0.409 0.447 0.450

2080.00 0.437 0.368 0.349 0.412 0.450 0.453

2110.00 0.437 0.365 0.353 0.409 0.444 0.450

2140.00 0.437 0.368 0.356 0.409 0.444 0.453

2170.00 0.434 0.359 0.353 0.402 0.441 0.447

2200.00 0.437 0.365 0.353 0.406 0.441 0.447

2230.00 0.434 0.362 0.353 0.402 0.441 0.447

2260.00 0.434 0.365 0.353 0.402 0.441 0.447 I', 2290.00 yi.

0.437 0.372 0.353 0.409 0.447 0.450

Page 6

TEST.5 1

2320.00 0.437 0.368 0.356 0.402 0.441 0.450 2350.00 0.431 0.359 0.349 0.399 0.438 0.443 2380.00 0.434 0.365 0.353 0.402 0.441 0.447 2410.00 0.427 0.353 0.346 0.390 0.431 0.437 2440.00 0.431 0.372 0.346 0.406 0.444 0.443 2470.00 0.431 0.372 0.349 0.409 0.444 0.447 2500.00 0.434 0.375 0.349 0.409 0.447 0.450 2530.00 0.437 0.378 0.353 0.412 0.450 0.453 2560.00 0.437 0.387 0.353 0.421 0.457 0.459 2590.00 0.443 0.394 0.359 0.431 0.460 0.466 2620.00 0.446 0.394 0.359 0.425 0.463 0.466 2650.00 0.446 0.394 0.362 0.431 0.463 0.469 2680.00 0.456 0.406 0.365 0.443 0.476 0.475 2710.00 0.462 0.419 0.374 0.453 0.486 0.485 2740.00 0.472 0.425 0.387 0.453 0.489 0.491 2770.00 0.478 0.438 0.390 0.462 0.495 0.494 2800.00 0.484 0.441 0.399 0.469 0.502 0.500 2830.00 0.490 0.447 0.403 0.472 0.505 0.507 2860.00 0.494 0.450 0.406 0.478 0.514 0.510 2890.00 0.506 0.457 0.418 0.481 0.518 0.516 2920.00 0.506 0.460 0.424 0.481 0.521 0.519 2950.00 0.509 0.460 0.434 0.475 0.518 0.516 2980.00 0.497 0.428 0.409 0.462 0.511 0.510 3010.00 0.487 0.413 0.399 0.447 0.495 0.491 3040.00 0.484 0.409 0.406 0.437 0.489 0.481 3070.00 0.472 0.394 0.387 0.431 0.476 0.472 3100.00 0.465 0.390 0.381 0.431 0.476 0.472 3130.00 0.478 0.406 0.403 0.431 0.482 0.475 3160.00 0.453 0.381 0.368 0.421 0.466 0.462 3190.00 0.453. 0.381 0.365 0.421 0.466 0.459

3220.00 0.446 0.368 0.356 0.415 0.463 0.456 3250.00 0.440 0.365 0.353 0.418 0.463 0.459 3280.00 0.440 0.365 0.353 0.415 0.463 0.456 3310.00 0.443 0.375 0.359 0.418 0.463 0.462 3340.00 0.440 0.378 0.359 0.425 0.466 0.466 3370.00 0.446 0.397 0.365 0.437 0.476 0.478

l (- 3400.00 0.453 0.397 0.371 0.437 0.476 0.478 3430.00 0.450 0.394 0.371 0.431 0.473 0.475

3460.00 0.453 0.400 0.374 0.437 0.476 0.475

3490.00 0.459 0.406 0.378 0.443 0.486 0.485

3520.00 0.465 0.413 0.384 0.450 0.489 0.488

3550.00 0.468 0.416 0.387 0.450 0.492 0.494

3580.00 0.472 0.416 0.390 0.450 0.489 0.491

3610.00 0.472 0.419 0.393 0.453 0.492 0.494

Page 7

TEST.51

3640.00 0.475 0.422 0.396 0.459 0.495 0.497 3670.00 0.481 0.422 0.403 0.456 0.495 0.500 3700.00 0.478 0.419 0.399 0.453 0.495 0.497 3730.00 0.475 0.413 0.396 0.450 0.492 0.494 3760.00 0.478 0.419 0.399 0.453 0.492 0.494 3790.00 0.478 0.416 0.403 0.450 0.492 0.491 3820.00 0.478 0.413 0.399 0.447 0.489 0.488 3850.00 0.472 0.400 0.396 0.437 0.479 0.481 3880.00 0.465 0.394 0.390 0.431 0.476 0.478 3910.00 0.462 0.394 0.387 0.431 0.473 0.475 3940.00 0.462 0.397 0.387 0.431 0.476 0.475 3970.00 0.465 0.406 0.384 0.443 0.486 0.485 4000.00 0.468 0.416 0.387 0.456 0.492 0.488 4030.00 0.472 0.416 0.393 0.453 0.492 0.494 4060.00 0.481 0.428 0.399 0.459 0.502 0.500 4090.00 0.478 0.413 0.396 0.450 0.492 0.497 4120.00 0.481 0.428 0.399 0.469 0.508 0.504 4150.00 0.490 0.438 0.406 0.475 0.514 0.510 4180.00 0.490 0.435 0.409 0.472 0.511 0.510

Page 8

Setups:

SE2000 Environmental Logger

11/1423:12

Unit# UMETCO 1 Test 5

TEST.51A

INPUT 7 INPUT 8 INPUT 9 INPUT 1 0

Type Level (F) Level (F) Level (F) Level (F) Mode TOC TOC TOC TOC 1.0. 3.1 E/355 3.2E/483 3.1/942 3.2/880

Reference 0.000 0.000 0.000 0.000 SG 1.000 1.000 1.000 1.000 Linearity 0.011 0.012 0.008 0.002 Scale factor 9.905 9.993 10.047 10.023 Offset -0.056 -0.01 5 -0.024 0.003 Delay mSEC 50.000 50.000 50.000 50.000

Step 1 11/09 10:1 3:28

Elapsed Time INPUT 7 INPUT 8 INPUT 9 INPUT 10

0.0000 0.0083 0.0166 0.0250 0.0333 0.0416 0.0500 0.0583 0.0666 0.0750 0.0833 0.1000 0.1 166 0.1 333 0.1500 0.1666 0.1833. 0.2000 0.2166 0.2333

1.531 1.535 1 .531 1.531 1.535 1.531 1.531 1.535 1 .531 1.531 1.535 1.535 1.531 1.531 1.535 1.531 1.531 1.531 1.535 1.531

1.677 2.129 3.311 1.674 2.126 3.311 1.674 2.126 3.311 1 .677 2.1 26 3.308 1.674 2.1 23 3.308 1 .677 2.126 3.308 1.674 2.126 3.314 1.674 2.123 3.311 1.674 2.126 3.311 1.674 2.123 3.308 1.674 2.126 3.305 1.677 2.1 29 3.314 1.677 2.126 3.308 1.677 2.123 3.311 1.674 2.123 3.314 1.674 2.126 3.311 1.677 2.1 23 3.314 1.674 2.126 3.311 1.674 2.126 3.311 1.677 2.123 3.311

Page 1

TEST.51 A

0.2500 1.528 1.677 2.126 3.311 0.2666 1.531 1.674 2.126 3.308 0.2833 1.535 1.674 2.126 3.314 0.3000 1.531 1.677 2.119 3.311 0.3166 1.531 1.677 2.126 3.308 0.3333 1.531 1.674 2.126 3.308 0.4166 1.531 1.674 2.129 3.314 0.5000 1.531 1.677 2.126 3.311 0.5833 1.528 1.677 2.126 3.305 0.6666 1.531 1.677 2.126 3.305 0.7500 1.535 1.674 2.126 3.305 0.8333 1.535 1.674 2.126 3.301 0.9166 1.531 1.674 2.126 3.292 1.0000 1.531 1.677 2.123 3.292 1.0833 1.531 1.674 2.129 3.289 1.1666 1.535 1.674 2.126 3.282 1.2500 1.535 1.674 2.123 3.276 1 .3333 1.535 1.674 2.126 3.273 1.4166 1.535 1.674 2.123 3.263 1.5000 1.535 1.674 2.126 3.257 1.5833 1.531 1.677 2.123 3.254 1.6666 1.531 1.677 2.123 3.244 1.7500 1.535 1.674 2.126 3.241 1 .8333 1.535 1.677 2.126 3.229 1 .9166 1.531 1.677 2.123 3.225 2.0000 1.531 1.677 2.126 3.213 2.5000 1.528 1.674 2.119 3.153 3.0000 1.525 1.677 2.113 3.089 3.5000 1.528 1.674 2.110 3.033 4.0000 1.531 1.677 2.126 2.985 4.5000 1.531 1.677 2.126 2.931 5.0000 1.535 1.677 2.113 2.868 5.5000 1.531 1.677 2.113 2.821 6.0000 1 .531 1.677 2.113 2.773 6.5000 1.531 1.677 2.107 2.723 7.0000 1.531 1.674 2.104 2.681 7.5000 1.525 1.677 2.094 2.637 8.0000 1.522 1.674 2.078 2.593 8.5000 1.516 1.677 2.069 2.555 9.0000 1.525 1.674 2.062 2.520 9.5000· 1.525 1.674 2.053 2.489 10.0000 1.522 1.671 2.053 2.463 12.0000 1.522 1.671 2.031 2.368 14.0000 1.516 1.665 1.986 2.274

Page 2

TEST.51 A

16.0000 1.506 1.662 1.951 2.207 18.0000 1.509 1.658 1.932 2.156 20.0000 1.506 1.649 1.894 2.106 22.0000 1.497 1.646 1.866 2.065 24.0000 1.497 1.639 1.837 2.027 26.0000 1.494 1.630 1.821 1.995 28.0000 1.484 1.624 1.793 1.964 30.0000 1.478 1.617 1.767 1.929 32.0000 1.478 1 .611 1.742 1.900 34.0000 1.469 1.605 1.723 1.875 36.0000 1.466 1.598 1.707 1.853 38.0000 1.459 1.592 1.691 1.834 40.0000 1.453 1.586 1.672 1.812 42.0000 1.447 1.576 1.653 1.790 44.0000 1.437 1.573 1.640 1.774 46.0000 1.441 1.567 1.631 1.764 48.0000 1 .431 1.560 1.608 1.739 50.0000 1.428 1.554 1.599 1.723 52.0000 1.422 1.548 1.583 1.707 54.0000 1.41 5 1.541 1.574 1.695 56.0000 1.409 1.535 1.558 1.676 58.0000 1.403 1.532 1.542 1.660 60.0000 1.397 1.526 1.536 1.654 62.0000 1.390 1.519 1.532 1.644 64.0000 1.390 1.513 1.516 1.628 66.0000 1.381 1.510 1.510 1.619 68.0000 1.381 1.500 1.501 1.609 70.0000 1.372 1.497 1.491 1.603 72.0000 1.372 1 .491 1.485 1.590 74.0000 1.365 1.485 1.472 1.578 76.0000 1.362 1.485 1.472 1.575 78.0000 1.356 1.478 1.453 1.559 80.0000 1.350 1.472 1.443 1.546 82.0000 1.340 1.469 1.443 1.543 84.0000 1.337 1.462 1.431 1.524 86.0000 1.337 1.456 1.428 1.530 88.0000 1.334 1.453 1.421 1.514 90.0000 1.331 1.444 1.41 5 1.514 92.0000 1.328 1.440 1.409 1.505 94.0000 1.31 5 1.437 1.396 1.489 96.0000. 1.315 1.434 1.383 1.473 98.0000 1.312 1.428 1.386 1.477 100.000 1.303 1.425 1.377 1.467 110.000 1.284 1.399 1.342 1.429

Page 3

TEST.S 1 A

120.000 1.265 1.380 1.326 1 .410 130.000 1.249 1 .361 1.298 1.375 140.000 1.228 1.342 1.269 1.344 150.000 1.209 1.323 1.240 1.312 160.000 1.196 1.304 1.225 1.299 170.000 1 . 1 81 1.289 1 .21 5 1.284 180.000 1.168 1.270 1.180 1.249 190.000 1 .143 1.257 1.167 1.236 200.000 1.137 1.238 1.1 61 1.227 210.000 1.1 1 2 1.226 1.142 1.208 220.000 1.102 1.210 1.123 1.186 230.000 1.099 1.1 97 1.1 10 1.1 73 240.000 1.083 1.184 1.088 1.1 51 250.000 1.074 1.1 72 1.085 1.144 260.000 1.055 1.1 56 1.063 1.1 1 9 270.000 1.043 1.147 1.059 1.1 1 3 280.000 1.030 ; . 134 1.034 1.087 290.000 1 .021 1.124 1.028 1.081 300.000 1.008 1.1 15 1.018 1.069 310.000 0.996 1.1 OS 1 .015 1.065 320.000 0.986 1.093 0.999 1.050 330.000 0.980 1.080 0.990 1.043 340.000 0.964 1.074 0.977 1.027 350.000 0.952 1.061 0.964 1.012 360.000 0.936 1.052 0.958 1.005 370.000 0.933 1.039 0.948 0.996 380.000 0.927 1.030 0.939 0.986 390.000 0.917 1.023 0.929 0.977 400.000 0.908 1 .01 1 0.920 0.967 410.000 0.899 1.001 0.910 0.958 420.000 0.889 0.995 0.904 0.948 430.000 0.886 0.989 0.904 0.948 440.000 0.883 0.982 0.901 0.939 450.000 0.880 0.970 0.888 0.933 460.000 0.874 0.963 0.885 0.926 470.000 0.867 0.957 0.882 0.920 480.000 0.858 0.954 0.875 0.914 490.000 0.855 0.944 0.869 0.907 500.000 0.848 0.938 0.863 0.901 510.000 0.842 0.932 0.853 0.895 520.000 0.833 0.925 0.853 0.888 530.000 0.823 0.919 0.847 0.882 540.000 0.823 0.913 0.841 0.876 550.000 0.820 0.910 0.831 0.872

Page 4

TEST.51 A

560.000 0.811 0.903 0.825 0.866 570.000 0.811 0.897 0.821 0.857 580.000 0.805 0.894 0.818 0.853 590.000 0.798 0.887 0.809 0.847 600.000 0.798 0.881 0.809 0.841 610.000 0.792 0.878 0.799 0.838 620.000 0.783 0.872 0.796 0.831 630.000 0.783 0.868 0.796 0.828 640.000 0.780 0.862 0.787 0.825 650.000 0.780 0.859 0.787 0.822 660.000 0.773 0.856 0.780 0.815 670.000 0.767 0.850 0.777 0.812 680.000 0.767 0.846 0.777 0.809 690.000 0.758 0.846 0.774 0.806 700.000 0.755 0.840 0.764 0.803 710.000 0.751 0.840 0.764 0.800 720.000 0.745 0.834 0.764 0.793 730.000 0.742 0.827 0.755 0.790 740.000 0.739 0.824 0.752 0.784 750.000 0.742 0.818 0.742 0.778 760.000 0.733 0.815 0.739 0.771 770.000 0.723 0.812 0.736 0.768 780.000 0.717 0.805 0.733 0.765 790.000 0.717 0.799 0.729 0.762 800.000 0.714 0.796 0.723 0.755 810.000 0. 711 0.793 0.720 0.752 820.000 0.708 0.786 0.714 0.749 830.000 0.701 0.783 0.710 0.746 840.000 0.698 0.780 0.707 0.740 850.000 0.698 0.774 0.701 0.736 860.000 0.692 0.771 0.698 0.733 870.000 0.686 0.771 0.698 0.727 880.000 0.686 0.764 0.695 0.724 890.000 0.686 0.761 0.688 0.721 900.000 0.682 0.758 0.685 0.717 910.000 0.679 0.752 0.679 0.711 920.000 0.673 0.752 0.679 0.711 930.000 0.673 0.748 0.679 0.708 940.000 0.682 0.745 0.672 0.705

950.000 0.676 0.742 0.669 0.702 960.000' 0.673 0.739 0.666 0.698 970.000 0.670 0.733 0.660 0.692 980.000 0.667 0.733 0.660 0.692

990.000 0.664 0.729 0.660 0.689

Page 5

TEST.51 A

1000.00 0.664 0.729 0.660 0.689 1030.00 0.657 0.720 0.650 0.679 1060.00 0.654 0.710 0.637 0.667

I

1090.00 0.642 0.701 0.628 0.657 1120.00 0.632 0.698 0.628 0.654 1150.00 0.629 0.688 0.612 0.642 1180.00 0.620 0.676 0.599 0.626 1210.00 0.610 0.673 0.593 0.616 1240.00 0.617 0.666 0.590 0.616 1270.00 0.614 0.663 0.590 0.616 1300.00 0.617 0.663 0.587 0.610 1330.00 0.626 0.663 0.587 0.613 1360.00 0.632 0.666 0.590 0.613 1390.00 0.629 0.666 0.593 0.613 1420.00 0.635 0.663 0.590 0.610 1450.00 0.614 0.660 0.577 0.607 1480.00 0.626 0.657 0.577 0.600 1510.00 0.601 0.647 0.568 0.591 1540.00 0.601 0.635 0.549 0.572 1570.00 0.573 0.619 0.520 0.543 1600.00 0.560 0.603 0.510 0.540 1630.00 0.538 0.584 0.495 0.525 1660.00 0.526 0.571 0.479 0.515 1690.00 0.516 0.562 0.476 0.509 1720.00 0.488 0.546 0.450 0.483 1750.00 0.498 0.540 0.457 0.487 1780.00 0.491 0.534 0.444 0.474 1810.00 0.482 0.527 0.437 0.468 1840.00 0.473 0.518 0.431 0.461 1870.00 0.466 0.511 0.434 0.464 1900.00 0.460 0.505 0.434 0.461 1930.00 0.460 0.502 0.431 0.458 1960.00 0.457 0.496 0.425 0.452 1990.00 0.460 0.489 0.422 0.452 2020.00 0.466 0.489 0.425 0.452 2050.00 0.469 0.489 0.428 0.452 2080.00 0.473 0.492 0.428 0.455 2110.00 0.466 0.492 0.428 0.455 2140.00 0.469 0.492 0.428 0.455 2170.00 0.463 0.489 0.428 0.452 2200.00· 0.469 0.486 0.425 0.452 2230.00 0.473 0.486 0.422 0.452 2260.00 0.476 0.486 0.422 0.452

2290.00 0.479 0.486 0.425 0.455

Page 6

TEST.51 A

2320.00 0.479 0.486 0.425 0.455 2350.00 0.473 0.486 0.425 0.449 2380.00 0.479 0.483 0.422 0.452 2410.00 0.469 0.483 0.422 0.445 2440.00 0.476 0.480 0.418 0.445 2470.00 0.479 0.480 0.418 0.449 2500.00 0.479 0.483 0.422 0.449 2530.00 0.482 0.483 0.425 0.452 2560.00 0.485 0.486 0.428 0.452 2590.00 0.494 0.486 0.434 0.458 2620.00 0.501 0.492 0.437 0.461 2650.00 0.501 0.492 0.428 0.449 2680.00 0.516 0.496 0.434 0.455 2710.00 0.526 0.502 0.441 0.461 2740.00 0.532 0.508 0.450 0.468 2770.00 0.545 0.511 0.450 0.471 2800.00 0.557 0.518 0.453 0.474 2830.00 0.567 0.524 0.460 0.480 2860.00 0.567 0.527 0.463 0.483 2890.00 0.576 0.537 0.476 0.496 2920.00 0.582 0.540 0.479 0.499 2950.00 0.582 0.543 0.476 0.496 2980.00 0.579 0.540 0.479 0.499 3010.00 0.557 0.537 0.463 0.487 3040.00 0.560 0.530 0.453 0.474 3070.00 0.541 0.521 0.450 0.477 3100.00 0.538 0.515 0.441 0.468 3130.00 0.554 0.511 0.450 0.480 3160.00 0.529 0.508 0.434 0.461 3190.00 0.526 0.505 0.428 0.458 3220.00 0.523 0.502 0.425 0.452 3250.00 0.513 0.499 0.425 0.449 3280.00 0.516 0.499 0.425 0.452 3310.00 0.520 0.496 0.431 0.458 3340.00 0.516 0.499 0.437 0.458 3370.00 0.529 0.499 0.441 0.464 3400.00 0.526 0.502 0.444 0.468 3430.00 0.526 0.502 0.447 0.468 3460.00 0.538 0.505 0.447 0.471 3490.00 0.548 0.505 0.450 0.474 3520.00 0.554 0.511 0.460 0.480 3550.00 0.560 0.515 0.460 0.483 3580.00 0.567 0.515 0.457 0.483 3610.00 0.570 0.518 0.460 0.483

Page 7

TEST.51 A

3640.00 0.576 0.521 0.463 0.490 3670.00 0.576 0.527 0.469 0.493 3700.00 0.573 0.527 0.469 0.493 3730.00 0.573 0.527 0.469 0.490 3760.00 0.579 0.527 0.469 0.493 3790.00 0.576 0.524 0.469 0.493 3820.00 0.573 0.524 0.463 0.490 3850.00 0.570 0.521 0.460 0.483 3880.00 0.563 0.515 0.453 0.480 3910.00 0.557 0.515 0.453 0.477 3940.00 0.560 0.511 0.450 0.474 3970.00 0.560 0.511 0.453 0.477 4000.00 0.567 0.515 0.453 0.480 4030.00 0.576 0.518 0.460 0.483 4060.00 0.588 0.524 0.469 0.490 4090.00 0.579 0.524 0.466 0.487 4120.00 0.588 0.521 0.457 0.480 4150.00 0.592 0.530 0.463 0.480 4180.00 0.595 0.530 0.460 0.483

Page 8