20
I _- f ERNMENT OF URlTlSH COLUMBIA 4 :- __ ----=y ........ ................................. TO l . :-..~.P~~~~.~..~~.~ks...~~~~i~ ion .......................... MInis.L?::* of Highways & PEbiic Works BrnLE.XN.GS.. ................................................................ J' 1 J. C. Foweraker , Head Hydrology Division FROM Groundwater Section ........... Ma.ter..In~es.t igatia ns.. Branch ...... ..................... March..24 ................................. 19.27 .... YOUR FILe ................................. Further t o your memorandum of December 2, 1976 and the services being pro- vided by our Groundwater Section in assisting you to retest and to bring the above wells into production, please find attached a memorandum prepared by Mr. A.P. Kohut, Senior Hydraulic Engineer with the Groundwater Section, entitled "Abbotsford Trout Hatchery Production Well Retests, Well #8 (Hatchery Well #l)". I would emphasize Mr. Kohut's conclusions that the performance of Well #8 appears to have declined by a factor ranging from 11 to 22%. The cause of this decline may be due to iron encrustations of the well screen and/or of the natural aquifer pack around the well screen. We recommend a review of the chemical quality of the groundwater at the site and an analysis of the cncrustation material found on the pump column, in order to determine the correct maintenance and cleaning procedure, i f required, to be undertaken in all production wells at the site. Our Groundwater staff should be consulted as to timing prior to the implementation of any cleaning program. There is also still some question on the accuracy of the flow meters used on the tests and this factor may also have to be considered in assessing the drop off in well performance, mechanical fl-m meters on all wells. We still recommend installation of in-iine We also strongly recommend that a large capacity (2,000 USgpm) standby well be completed at the Hatchery site as soon as possible. tion in the above-mentioned well is implemented, it may temporarily affect groundwater quality in the vicinity of the production wells and it would be advisable to locate the standby well a sufficient distance away to avoid any potential contamination during the cleaning operations. If the cleaning opera- I JCF/ j s Encl, J.C. Foweraker, Head Groundwater Section Hy dr 010 gy Division Water Investigations Branch Ministry of the Environment

OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

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Page 1: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

I _ -

f

ERNMENT OF URlTlSH COLUMBIA 4 :- _ _ ----=y

........ ................................. TO l .

: - . . ~ . P ~ ~ ~ ~ . ~ . . ~ ~ . ~ k s . . . ~ ~ ~ ~ i ~ i o n .......................... MInis.L?::* of Highways & PEbiic Works BrnLE.XN.GS.. ................................................................

J'

1

J. C. Foweraker , Head

Hydrology Division FROM Groundwater Section

........... Ma.ter..In~es.t igatia ns.. Branch ......

..................... March..24 ................................. 19.27 ....

YOUR FILe .................................

Further t o your memorandum of December 2 , 1976 and the services being pro- vided by our Groundwater Section i n a s s i s t i n g you t o retest and t o b r ing the above w e l l s i n t o production, please f ind at tached a memorandum prepared by M r . A.P. Kohut, Senior Hydraulic Engineer with the Groundwater Section, e n t i t l e d "Abbotsford Trout Hatchery Production Well Retests, Well #8 (Hatchery W e l l #l)".

I would emphasize M r . Kohut's conclusions t h a t the performance of Well #8 appears t o have declined by a f a c t o r ranging from 11 t o 22%. The cause of this decl ine may be due t o i r o n encrus ta t ions of the w e l l screen and/or of t he n a t u r a l aqui fe r pack around the w e l l screen. W e recommend a review of the chemical qua l i t y of the groundwater a t the s i t e and an ana lys i s of the cncrus ta t ion material found on the pump column, i n order t o determine the co r rec t maintenance and cleaning procedure, i f required, t o be undertaken i n a l l production w e l l s a t the s i te . Our Groundwater s t a f f should be consulted as t o timing p r i o r t o the implementation of any cleaning program.

There i s a l s o s t i l l some question on the accuracy of t he flow meters used on the tests and t h i s f ac to r may a l s o have t o be considered i n assessing the drop off i n w e l l performance, mechanical fl-m meters on a l l w e l l s .

W e s t i l l recommend i n s t a l l a t i o n of in- i ine

We a l so s t rongly recommend t h a t a l a rge capacity (2,000 USgpm) standby w e l l be completed a t the Hatchery s i t e as soon as possible . t i o n i n the above-mentioned w e l l is implemented, i t may temporarily a f f e c t groundwater qua l i t y i n the v i c i n i t y of the production w e l l s and i t would be advisable t o loca t e the standby w e l l a s u f f i c i e n t d i s tance away t o avoid any p o t e n t i a l contamination during t h e cleaning operations.

I f the cleaning opera-

I JCF/ j s

Encl,

J.C. Foweraker, Head Groundwater Section Hy d r 010 gy Division Water Invest igat ions Branch Ministry of the Environment

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*GOVERNMENT OF BRITISH COLUMBIA 1) MEMORANDUM

)I TO.. ......... D.r ...... J., .... C ..... P . ~ w . ~ x . a ~ ~ ~ . , . . ~ ~ . a ~ ......

....... Gr.0 ...... ..............................

FROM A. P. Kohut Senior Geological Engineer

.......... Hydrology..l3iuision ..............................

H ~ d r . o l . o ~ . . . D ~ ~ ~ ~ ~ ~ ~ .......................................... 1) ..... M a ~ c h . 2 2 . ~ ......................................... 19.7.7. ....

SUBJECT. .Abbots~fo.ra~.T.~a.u.t...Ha~~he~~..Er.aduet ion We1 1 Retests , OUR FILE ...02390.1.6 ...............

YOUR FILE ................................. Well 8 (Hatchery Well No. 1)

On February 2 1 and 22, 1977, Mr. Chwojka and myself attended the s t a r t u p and running of the retest on Well 8 (Hatchery No. 1 ) . The first day was spent t r a v e l l i n g t o t h e s i t e , reviewing procedures f o r the r e t e s t with Mr. Les Gilber t and checking water leve ls and operation of t h e other wells.

,The 32-day automatic recorder with 2 : l recording chart was removed from Observation Well 3 located 250 f e e t north of Well 8 and replaced with a 2-day recorder with 5 : l char t . s t a r t i n g a t 8:45 a.m., f o r f i v e hours u n t i l 2:05 p.m. Flow was measured with a portable flow meter and discharge elbow i n t h e same manner as t h e previous retest carr ied out i n Well 7 i n January, 1977. Due t o uncertain- t i es i n the accuracy of the flow meter, Mr. Les Gibert r e t e s t e d t h e well fur ther on February 24, 1977.

The r e t e s t was car r ied out the second day,

Well ODeration P r i o r t o Retesting of Well 8

Well 7 (Hatchery No.2) was not i n operation, being shut down after February 15, 1977, due t o mechanical f a i l u r e . Well 1 (Hatchery N0.3) was operating a t a constant rate near 600 I g p m following t h e shutdown of Well 7. This well would remain i n operation during the r e t e s t i n g of Well 8. During the retest carr ied out February 24, 1977, Well 8,however, was i n operation a t about 1000 USgpm p r i o r t o being upstepped t o higher pumping rates (pers. comm.L.Gi1bert).

Retest Procedures

With Well 1 (Hatchery No.3) pumping continuously t h e evening and morning p r i o r t o the test , t h e water leve l i n Observation Well 3 was monitored with the automatic recorder and found t o be r i s i n g s l i g h t l y a t a r a t e of 0.08 feet p e r 24-hour period. following the shutdown of Wells 8 and 7 which had been operating earlier i n the month and normal seasonal response of t h e water t a b l e t o f a l l and ear ly winter prec ip i ta t ion . s t a b i l i z e d p r i o r t o s t a r t i n g Well 8, so t h e e f fec t of Well 1 pumping would not be a major problem i n assessing the performance of Well 8.

The r i s i n g conditions may have been due t o recovery

Water level conditions, however, were r e l a t i v e l y

. . . 2

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- 2 -

I

D r . 0 C. Foweraker March 22, 1977

Procedures f o r the s t a r t u p were t o set the flow control valve t o a low s e t t i n g , s ta r t the pump and adjust t h e flow meter and flow valve t o obtain an i n i t i a l ra te of 600 t o 700 USgpm. t h i s r a t e f o r a few hours and then t h e rate would be increased t o 1500 and then 2000 USgpm f o r t h e remainder of the test .

The w e l l would be run a t

Results

Drawdown d a t a obtained during the retest are shown i n Table 1. 135 minutes the drawdown reached 14.6 feet a t a pumping r a t e of 1054 USgpm according t o t h e flow meter, indicat ing a s p e c i f i c capacity of 72.2 USgpm per foot of drawdown. feet, indicat ing a s p e c i f i c capacity of 76.1 USgpm per foot of drawdown and a t the f i n a l r a t e of 1863 USgpm, drawdown reached 23.95 feet (77.8 USgpm per foot of drawdown). These s p e c i f i c capacity values, however, a r e about 17 t o 23 percent lower than those obtained (94 t o 101 USgpm per foot of drawdown) during i n i t i a l t e s t i n g of the well i n 1969 (Hall, 1970).

Recovery measurements (Table 1) were taken i n the pumped well and Observation Wells 3 and 5 after shutdown, over a period of 50 minutes, with the water level returning t o within 0.4 f e e t of the i n i t i a l pre-pumping leve l i n t h e pumped well and 0.5 f e e t i n Observation Well 3. Slow recovery, as i n the case of previous tests, may be due t o trapped a i r within the cone of influence of t h e well under water t a b l e conditions.

After

A t a rate of 1483 USgpm the drawdown reached 19.5

Since it appeared t h a t the overa l l performance of Well 8 had decreased by as much as 23 percent from t h a t observed i n 1969, it was decided t o check the flow meter f o r accuracy. The flow meter was, therefore , cleaned and reca l ibra ted a t t h e manufacturer's. Results of the February 24, 1977, retest are summarized i n t h e following Table 2.

TABLE 2. SUMMARY OF FEBRUARY 24. 1977 RETEST OF E L L 8

Pumping Rate Water ieve l Feet Drawdown From Assumed Spec i f ic Below Bottom Pre-pumping Level C ap aci t y

1443 1521 1666 2100

48.40 49.23 51.67 55.46

18.0 80.17 18.83 80.78 21.27 . 78.33 25.06 83.80

... 3

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e - 3 -

D r . . J . C. Foweraker March 22, 1977

Although somewhat improved, the s p e c i f i c capacity of t h e Well s t i l l appears t o have decreased by a f a c t o r of 11 t o 22 percent from the i n i t i a l t e s t i n g i n 1969.

An a l t e r n a t i v e means of checking the rate of pumping was t o compare the actual drawdowns i n t h e obse'rvation w e l l with t h e theore t ica l drawdowns which would be expected. Results of t h i s comparison a r e shown i n Table 3. An aquifer t ransmissivi ty of 1.8 x l o5 USgpd/ft and storage fac tors of 0.04 and 0.10 (from Hall, 1970) were u t i l i z e d i n the analyses.

TABLE 3. COMPARISON OF ACTUAL VERSUS THEORETICAL DRAWDOWNS FEBRUARY 22, 1977, RETEST WELL 8.

Pumping Rate Duration Actual Drawdown Theoretical Drawdown

(USgpm) (Minutes) Well 3 Well 5 Well 3 Well 5 i n Well 8 of Pumping i n Feet i n Feet

1054 135 1.59 0.48 0.64 0.07

1256 255 2.35 0.77 1.17 0.25

(average r a t e )

This method of analysis , however, did not give any s a t i s f a c t o r y r e s u l t s as t h e actual drawdowns were much grea te r than expected, suggesting pumping rates were several times those measured with t h e flow meter. The difference i s a t t r i b u t e d t o the probable e f f e c t s of delayed gravi ty drainage which takes place under water t a b l e conditions. drawdown r e s u l t s would be obtained, however, only af ter longer duration pumping.

More meaningful

In summary, t h e performance of Well 8 appears t o have declined by a f a c t o r ranging from 11 t o 22 percent, providing there are no e r r o r s i n the flow meter measurement. This means t h a t f u t u r e drawdowns i n the Well a t various pumping r a t e s w i l l be 11 t o 22 percent grea te r than t h a t which occurred during i n i t i a l t e s t i n g of t h e Well i n 1969. Projected drawdowns, therefore , i n the Well may be g r e a t e r than ant ic ipated, thereby af fec t ing t h e safe ty margin i n t h e Well.

I t should be pointed out t h a t t h i s drop i n performance i s r e l a t e d t o the w e l l i t se l f and not necessar i ly t h e aquifer. decl ine i n performance are:

Some possible reasons f o r t h e

Page 5: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

I , r '

Dr ,"; Foweraker

- 4 -

March 22,- 1977

1.

2 .

encrustat ion of t h e well screen and/or aqui fe r around the screen

s i l t i n g of t h e na tura l aqui fe r pack around the screen

3. sanding of t he well screen, thereby reducing the open area of t h e screen.

The la t ter two p o s s i b i l i t i e s a r e remote, however, as t h e well had been i n operation f o r a few-years, and the w e l l was sounded f o r sand p r i o r t o i n s t a l l i n g t h e new pump. aquifer , however, may have occurred while t he well was i n temporary production. were observed on the pump column of t h e former pump t h a t was i n t h e well . Similar mater ia l may have been deposited i n t h e screen openings or within the aquifer , thereby reducing the permeabili ty of t h e na tura l pack around t h e screen. f u r t h e r with t i m e under pumping conditions. Periodic maintenance, including cleaning of t he w e l l , preferably every year o r so , is recommended t o prevent i ron buildup. clean the screen. acid and chlor ine treatment.

P a r t i a l encrustat ion of t he well screen and/or

Iron deposi ts i n r ings upo to & t o thick, f o r example,

If t h i s is t h e problem, then the w e l l performance may de te r io ra t e

If allowed t o continue, it may be impossible t o e f f ec t ive ly Procedures f o r cleaning i ron deposi ts general ly involves 1

In summary, t h e performance of Well 8 appears t o have,declined by a f a c t o r ranging from 11 t o 22 percent. encrustat ion of t h e well screen and/or of t h e na tura l aqui fe r pack around t h e screen. The problem a t t he moment i s not se r ious , but regular year ly maintenance and cleaning of t he well is recommended t o prevent a buildup of i ron deposi ts i n the well. however, a review should be made of t h e chemical qua l i t y of t he groundwater a t t h e s i t e and analysis should be made of t h e material encrusted on the former pump column t h a t was i n the w e l l . Well 8 should be carefu l ly monitored over t h e next year f o r any changes.

Cause of t h i s decl ine may be due t o i ron

Before a cleaning program is i n i t i a t e d ,

Moreover, t h e performance of

Considering t h e possible maintenance of Well 8 i n t h e fu tu re , including rout ine pump and motor maintenance or cleaning of t h e Well, it would be advisable t o complete a l a rge capacity (2000 gpm) standby well a t t h e s i te . This well should be located a s u f f i c i e n t dis tance from Well 8, however, s o . t h a t it would not be a f fec ted during any cleaning operations of Well 8.

Withxegards t o fu tu re operation of the, two observation wells i n t h e v i c i n i t y of t h e production wells, no gear changes t o the automatic recorders

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- 5 - .*. Dr. J. C. Foweraker

0 March 22, 1977

w i l l be required a t t h i s time. t o be added t o each monitoring setup t o allow for ant ic ipated lowering of t h e water t a b l e under f u l l production conditions.

Additional f l o a t l i n e , however, w i l l have

A. P. Kohut Senior Geological Engineer

APK:wf

Reference: H a l l , P. L. (1970) - Notes on Pumping Tests Carried Out on Well 8, Sept.-Oct.1969, Fraser Valley Trout Hatchery, Water Invest igat ions Branch F i l e 0239016.

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I Height of 1

water i n tube on

orifice Pipe

in inches

Time Time ( t ) since

start of pumping i n mins.

I

lepth t o rsater i n

Drawdown i n well

I

Page /#h

3f casing i = 1 in feet 3'+=t

L ,O _ -4 --.- --l.____l-...._ ... ...

__ .. __ . -. . ...... ..

__ . -

. ......... __ . . . . . . . . . . . . . . . . . . . . . . . . .

-___-.

... .- . ._ . - .

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

3. ......

~- & i .......... 3s

........ ........ 4 0 0 . - __..- I _-

I--- __-.

9

13.95 .... - /1/./2

/VI 0 b

. - - 13-97 __--_

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

I

i 20

_I__. -. -.

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

..

-.-____I -

-- .....

.... - .......... .- ....

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

. .. .....

. . . . . . .

. . . I

.. - .....

_ _ ! - 3 . 0 . . w-.. ................

-- !-t.t.S Y... 1 .

. . . . / 3 + v . . I !

/3*88 I /3*40 1

.-I----.--- ..-I --.--_-_I._.._ I

....... _- ......... ,.. ........... - ... - .. i

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

. . . . . . / 3 * 9 0 ! .................

. . ........ ___ -

..... .__.l._..ll__. .. -. ..... . -_ .........

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I

i , . -.

I '

e s'

APPENDIX

"CONSTAFR RATE" PUMPING TEST DATA FROM WELL NO. ? &/TwEZ?y #I'

~ ~~~~

! U.S.gals. I permin. j discharqe 1 from w e l l 1

!

Time (t) since

start of pumping i n mins.

{eight of water i n tube on w i f i ce

Pipe in inches

Depth t o water i n

w e l l from top of casing in feet

Drawdown i n w e l l i n f ee t

( s tat ic 1 -3d y z

-

~ .-

.--__ . . . _I__._ ...

~

.. .~ x

.. -. ..... - -_ ...... __ __ ...... - .......

~ . . . . . . . . . . . . . . . . . . . . . . . . . . -

- .......... -

... .- ... . - .

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

__ - ____I___xI --

- . . - . .__-----I- .... -__ __ ...................... . _ _ _ _ _ _ _ _ _ r . __.__...._I-_.-.-.. ..

.-- --

----

.. .........

- .. .... ..... _.___I_ ..

,-- 23.95 z :o&r ! ! 320

........

! !

.- ----A---

J~ I- - ._________

I

j - ! -- -. .......

........... 1 -----..--... 1 ...--_..._I .

i .... ---. --_A

._ . . . . * ._ . ......... ... I

. .

! i I . __I-- L - -. ...... I

- ..........

I ; I

I . I

I I . . .

I

-. 1

..... ... ..... .. i

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

.. .I . . . -. . . . . . . - ... - .......

. . --__ ... -. .....

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

- - .- . .-. _.

- - .

.. - . . . . . .

...... -. ... - .

.. ..... . . . . . . . . - . .

...... . . . . . ..... . _ ............

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

. . . . . . . . . . .

. . . - ...........

......

. . . . . _. ... .... . " -

. . . . . . . . . . . . . . . ... - . . . . . 1

I

1 . . . . I

... . . . . . . . . . . , . . _. . . . . . . . . . . . . . -.-. -

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Time (t) 1 Depth t o Drawdown I Height of T h e since I water i n 1 i n wel l 1 water i n

I U.S.gals. 1 per min. j

I 0 s t a r t of 1 wel l j i n f e e t tube on , discharge

pumping 1 f ron top j ( s t a t i c j o r i f i c e I from w e l l '

----i- i

...... .-__ ........ I ---. .....

i : . . .......

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

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

_. --

.. - ...... . . .

0.82

-

.. . . . . .

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

..

k ... ... .... ... '

- 1

-. ,

-.-.

-

... ...... 1 ____ ................... _ _ .. ... .

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

..... .-.&<.E .......

50 ............ -. 6 0 --._

7.0

30 .......... .. - .-

9:zo 9 .'85

___ - .... - .. - _. ............ . -. __ ..

.- - ._ .- ... .. ... - ... - ... .. .- . . -. __ t i ......... ...... . . ~ -

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

. - ... 93 .

...... 5 ... ..-de.- . ..

........ .- 79 ...... __

.. 80

... .....

- --I ... - ....

........... -. .

.- . . 3:55. .

.- 10: 0 5

/o ,' /5

........ +-. .......... ....

......... I .. -- ..................... --._I . ...... ----- I 36e37 f 6 ...... 90 - . . . -. . -_ .. I .... .... ......... - 1 . __ _. .... .- .

................. ........ -. PP ..... ... ...$% . . . . . . . . . . . '

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

. ,. . -.+ . . . . . . . . . . . . . . . . . . . . . .

100

/PO' . . .

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APPENDIX

RECOVERY READINGS or1 OBSEBVATION WELL NO.^ AFTEH . RATE PUMPING TEST ON WELL NO.

rn/9S€R /&LL E Y

Time ( t ) ! T i m e (t ') ~

since since

started stopped i n mins. ' in mins.

pumping ' pumping

Depth 1 Residual o water I drawdown i n w e l l i i n w e l l from top i n feet of casing' (stat ic

Time V a l u e of

t; 1 t'

3Za $. . . . . . . . . . . 0-5 _-

....... 3 w %. . i ...... L!-K..- . . . . .

322 % i . . . .

....

3 z/ ! /. a

3032 : 2 . B

.... - __ ............. - ..... _- .......

i

. . . . .

323 .. -..+ i 3,o 323% j 3,5

.. -. .....

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

. 324 -+ 4@ 3 3 . P 23 .. I... . 9%

.. 3R5 I z o 326 I 60.

.......... ._

... i

- ........ .-.c ....

I_ ....... -. ..... .. _-__ ... ___ ... -_ .....

..................... - .... ___ ._. ..... . - .- -.

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

... ...... -.___.I .. -. .... ... ................... -

-. ..... ................. ..........

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

-. . . - ...... I

...........

-- .............

.......... 9,o ... 3 3 -. .. . _ _ ...... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

38

35 ......... -. .. .

. . . . . . . . . . .

.... f! ........ -

95- ... ..............

$0 - ......... -. ........

.. _. . . .... ..

355 j ....

36u / I /

.... 29.0Z _. . . 1 0.5Z 29.00 i He50

~ ~ . . - ~ ............... -.

. . I .............. I

.................. .- .. .. __ .... ... 1

.--- ._ . - -.+ ...- __

- 365 - . . - .

- 370 . ._.

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

I . . . . . . -. ..................... _. . . . . . . .

i i . . . . . . . . . .. _. .- .... ....... ................... _- . . . . . . . .

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

- . . . . .

1 . . . . . . . . . I . . - I

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i

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Page 13: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

W

5 ~~CONSTAIX RATEII PUNPING TEST DATA FRON ~ L L NO. - Date FE&+ 32/77 w d2 PUnlrc;7//UG

&==2&??#e YdLLE y mw7- 447cA/&&y

I Time Time ( t) 1 Depth t o !Drawdown I Height of U.S.ga1s.

s ince water i n i n w e l l I water i n per min. ' well , in feet I tube on 1 discharge start of pumping I f ron t o p ( s t a t i c o r i f i c e , from w e l l I

' i n feet /6*5,9 i n inches

I

1 A i n mins. ' of casing = 1 j Pipe ' 1

1

I I I

Ad0 A43

I

. .. i

I I I I

i - I r - - - - I- - - - I I .I ........ . .- .... I . . . . .I... .... -- . . . .

I i 4 ...... .. ... . . . . . .... b 1 t I

.____._.__-.I

.

- - __I I

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..... ....... . . . .. ....... ..... ~ . _ _ _ _ _ _ S - I I- . ._.. 1 I 1

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Page 14: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

- The

. . .

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APPENDIX

RECOVERY READINGS or1 OBSERVATION WELL NO. - 5 AFTER . CONSTANT RATE PUMPING TEST ON WELL NO. - 8

I I

Time ( t ) ; ~ i m e (t') since since

PmPing pumping started stopped i n mins. i n mins.

3/5 0 . .- . . .; ......... - -

. . .3 92. . . . . 2 7 . . . . . - ...

! i

I

I . . . . . . . . -

_. .L .. . . . . . - I

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

I

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.I-.. ..

....... ................... _- -. I

... - 2

i 1 ...... -.._--.I._.-

_. . . . - I ..

i ........ :.., . .......

i

. . . . . . . . . . . . I I

- ..... ,. ..... ......... 1

..... - .. . __ ......... _ _ .... -

- . . . . . . ............ - I .... .~..- _ ......

i .... - . . . . . . . - .- - .... - -

. I ..... .. ... I

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

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

...... .. - - . ......

-. ... -. ..... ... ..

I ..... .- .... .. __ .___. . ._ ....... .- ....

I - ... . .... . I

... .. .-I. -. . . . . . . . .

Value of

ti / t'

. .

t - I

.- . . . . . . . . ... -_ .. ...... 1 .. I ! - . . . ! ....... . . .

I I

I

- Date 22 ,/?77

I

Residual Depth ,o water drawdown i n w e l l j i n well from top in feet of casing' ( s tat ic

!

i i n feet I = j b q ) I /7&6 4.- i

I

. 17837 .. , 1 .....

..... - ....... . . -.._---_I .I ...... _- ........... v---- ... ...... .

~

--I__-

.--. . 4 ....

I ____ ... -.-+ ....... I

f - .......... ............

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. . . . . . . . . . . - . . .-

. .

I . . . . I

i

i . -

I 1 I

I

I -

!

Page 15: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

Depth t o I Drawdown Height of water i n I i n well

well 1 in feet from t o p 1 ( s ta t ic of casing : - - 1 in feet 1 3L3.yz

!

water i n tube on

o r i f i c e

i n inches ' P I P

Time (t) s ince

start of PwnPing i n mlns.

__ ......... .

. . . . . . . . . . . . . . . . . . . . - ...... - ... . __ ... - 3.

---------I.-- ...............

.. .-___ - .............. _--- ..........

I_--_

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

.- - ....

.

/.:?? Y+3? ... -_ ..... . . . . . ._ . . . . .

I... ... - ......... ..... -.-.. . - ........

........

. . . . . . . -

. . . . . . .

. ....

I

. . .

Page 16: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

"CONSTA!!" RATE" PLRPINC TEST DATA FROK WELL NO. - 6' / ~ ~ / ~ 7 ~ % % ! ~ -#I)

Date F ~ B . z Z ) 1 9 7 7 FR&%z J#LLE'/ %?0&'7 hy~C2(i$;tey --

Time since

s ta r t of well pumping I from t o p

! I in mins. ; of casing , = 3 d , 4L 1 in feet j !

yy* 8 2 -. c- . .. -_.____ -___ ...... ..... _- ............ ..I

~ -_-__.- _-.__-.-._ ..............

_ _ -_] - _-------- -..- .. __. - ~ -

______ _1 ....__.__-____.._._..... cY.s',g&- RR7.E ........ --. .- .... --

_____ ............. ... -_ .. I .. I -t- -- --

1 __ . .....

-----I 2:05 I : 32 0 -1 ----

-I---------- I T -- i

I -- __

I ~

__ --

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.

.---

... - - - -- ...

. . - ............

. . . . . . . . . .

. . .

. . . . _

I I

....... 1

.. 4 ~ .......

--I---.----- ---

I -: .....................

-- i . - -.- - . ........... ... -.-i .............. ..

I

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

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........

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, -. . . . . . - . _. ...... , . .- _._ . . . . . . . . . . . . ...

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. _ . . . .

. .

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1: I

9

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Page 17: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

. . . . : .. . . . . . . . . . . . " , .:jy . . r ,

. L2" $Y .P

/o;z5

// :R5

L -

---

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.....

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i; . . .

.-I-.-. _̂ ...._____ .-___ . . . . . . . . . . . . . . . - i. F E . _ _______._ - -. . __ - . -. -. . -. .- .

. _____________. __.__.___ ...... - . . .

..... ......... - .. ....... . ---

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............. -- .-

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

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. . . . . . . . . . . . . . . . -

.................. 36,37 #6 _ _ > _ _ _ ...... ...

....... ........... ..__ -.. ...... .- .

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

Page 18: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

Time

,

Depth I Residual 1 i n wel l 1 i n well 1 of casing ( s t a t i c in feet I from top

t o water I drawdown

i n f e e t , =zg,59 1 1

I Time (t) Time (tl)

s ince s ince pumping pumping s t a r t e d stopped i n mins. i n mins.

Value of

t 1 t'

! i , .

I .

I i i

'3c.50 .... - .... - .......... / . . . . . . . . , .. .- . . . . . . . . c . . . . . . . . . . . . . . . . . . . . . . . _ _ ... ......

330.0 ... . -

....... - . . . . - ....

. . . . . . . . . . . . . . . . . . . . . . . . . . . - I i 23.58 i I /.08

..........

- .- I--. _-_ 2 9 . 3 9 *-.

29.35 0.85 . . . . . -. .. ..... ................... -.

....... ... 36.56 .. -

I - $9.33 ... .... f 0.83 . - I ........... - ......... - -. . . . . . . . . . . . . . . . . . .

29,zg -. . __- 1 0.78 1 ... ......... .- ............. 372 /z. 0 _ _ . . . . . . . . . . . . . . .

. . . . ,33f ........ 156 ......... - . .. - .. . . . . . . . . . . . . . . . . . . .

c.z9..92 . . . . . . a.5z . . . . -. ................... .- _. . . . - 1 ..-

._ 29.00 j a.50

. . . . . . . . .i- - .. ..... L- - - . . . . . . . . . . . . . . . . . . . _ _ _- . . . I

. ..... - ..... - .. - . . . . . . . . - . I . . . . . .-... - - + .. -. . . . - ...... .- - . . . . . - . . . -* .- .. . .

. . . . . . . . . . - I I ...... . . . . . . I

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b . .

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i I I 1 1 .

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.-

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Page 19: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

AT1’13 I X

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Page 20: OF URlTlSH - a100.gov.bc.caa100.gov.bc.ca/appsdata/acat/documents/r5646/1227_1143237025139_af73e... · as the actual drawdowns were much greater than expected, suggesting pumping

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