WYNDWOOD PIPELINE EXPANSION PROJECT LEAVE TO

WYNDWOOD PIPELINE EXPANSION PROJECT

LEAVE TO OPEN APPLICATION

APPENDIX 2

TEST PACKAGE No. 2

Westcoast Energy Inc., doing business as Spectra Energy Transmission Wyndwood Pipeline Expansion Project

Leave to Open Application Appendix 2 - Test Package No. 2

Page 1 of 31



Page 2 of 31

Qm ~ Ledcor Group

Quality Assurance (Business Unit)

Quality Control (Department)

Name of Project: Ll-L'L(\ li.r)cJ t> DATE: Year I Month I D~y cx<JI~ CLt_ FILL SOURCE: \', (\.e lli\)~ (

0 ~

TEST NUMBER: (o) n·~· 7tJJ$11JI_~OJlO·IfJ -Q0~6

LOCATION: j('P- Ooo .,. 1~ ~-~ k ,Ootg f;; 13 UP STREAM: we-&~ -0 +1 5 1 6 TEST MEDIUM: Wo...ter PIPE O.D.: 3ft> PIPE W.T.: \4:; I 14

INSTRUMENT MANUFACTURER

Deadweight Qe~l\e l'-1 ~'JcDl--1 Pressure Recorder #1 ~ Pressure Recorder #2 &.J-on· -Pre.......... ... ............ .... .... .:2- " \

CX'li\10Y'\

Temperature Recorder #1 Mur'l Temperature Recorder #2 ~~. Temperature Recorder #3 Bade-n Pressure Gauge (Dial) #1 Am? Pressure Gauge (Dial) #2 f\~S

Pressure Gauge (Dial) #3 Am? Flow Meter f\rfl~ Up Stream Test Head

Down Stream Test Head

TIMELINE: DATE I TIME

Filling Started A~Q2.\L lP Filling Completed firt(. \L. e Pressurizing Started fW_~ll. 8 ' o·t..t~« Strength Test Started trf('IL 6 1:3SpM Strength Test Completed 4)~12.\L ,.-~ 5·~3~ Ledcor Representa;Ke: Print: Cog.t .f>et( fl'>

~ ~ Signature: £ ~

Hydrostatic Test Summary Report Document No. QAC-LPL-FM-0045 Rev. O

Led cor Project#: (0 1 ~3<-t-B

LENGTH OF TEST SECTION: (m) 1844) TEST SECTION: IA/etf ,e. . .EJ-.

DOWN STREAM: E.o..sr 18-+ ZB~. 8 j I

J/ Qi.j-. J/ 15. <f l PIPE GRADE: 'f6 3 SERIAL NUMBER LOCATION

~41- T~TS~ • €~tl~-t28~

\ \ "'"t ,, lc

0 5<.p II \

Utk~ L~L. "-JIC~ I ~ U1' I tJiol'l

01~ ~e \&, -t toss aa(p e~ (Q cg +384 js~ QJI 0 t5'1q

11"1-Z. \ &T ~'V'<.~ tet>T

\ \5'\ C'52. ~~.,_ -o +\SJ..8 \ D<DL\- 1 es. 1: \\ E>o.4. £a"' t- 18 +-2 BCJ

(illl Q~ Tor~IZ.tH 10'\~ -re~T ~ 1\l"o(...."'-

\~ J 5D5- \~ \- IE 0-)eS\ -o + ls).B c.c. 3(o-'30co-lt\0 .1 Ea.<b~ ' '8 -t' 2Bc1., 8

Leak Test Started I :)Op.- A11ri I~

Leak Test Completed It:~~- Apr:/ , ,&;,/)·

Dewatering Started ~t-:rJP•- AjJ,rl' Dewatering Completed /J. .'tJ(}JfJ,.... A,4,..·1 I() Test Head Welded On \\~\L5 201¥

Client ,pres~i'!e: Print: I:.LtJ.lld l .;;:-

{lffj_/) Signatu :e:t

iY

Ft ~ f'VM~ \ Pe" ~O'Y'. Q. &I 'IL~ 11-tBlO ~ 11 ·FL()u-) rf\ e.:~·e r P\ f(\ S 2 D 2.. D I D-r .P. LX Z.e f' 3 3 5 Page 1 of 1

•• n "(.Ofl.-0& 12. -:f:t 3 _ fJvJ $ oa,_ 3 MA(...f\.>N<. T tON r. . _ \ ~ I I -r ~ <fPb \"\6 Cets. 1 'f(ePLA ..J r-.er me-Me ~

~~B~<>'t - 16 <it- R 55.2..(p G.

8

~

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Page 3 of 31

TS-165M .4 3/8/2017 Available Electronically

(See TP-CT 1 for Instructions)

Pressure Test Log Sheet_/_ of _1_

PROJECT DESCRIPTION: TEST REPORT NO.

lA/v,.d-ood P.·AP./;"'e ExJf14;'f./";t7,.: l1o;;t /,·,.l' Wto.rf ~r &,

TIME AMllillNT P PE PRESSURE TO\"AL A S1IRO~S

TEMP T)l s~{rus V" (C) ./ ( ' ) (l<Pa) / · ./

REMARKS

lOl./oO

I : I"' 0-f-ad 'vtfPI\e'\~ --:1-PC.. -C(por s-~::::..-.tU r

/

{) : 20 3 .s qqc,

I r ear SJt<V

I I

9'35 11 ~ I ?Pf 5 LctS.-r s ·neAq/"A +e..tl aa:-Jtt'\>-1 ~r-~~.~--~~-r--~-+~~+--lr-~---+-----r--~~-=~~~~~==~,~

5 sa 4 I ~ ta..cta:t ·.f() \SLiXV dnL J n '

l- 7t>.5 Lf rz. 8J(:)

\'l..f) 9o

:l.O 1.~ \l.. 'Is c.e.oli>'\{

R85 ...

9:'2..0_ o.o

I\2K'i Ceoll""t I \c:os; - 1 ._)

Ho~lV'\r-\ons ... ,. c; _J

1\ ·o S · \. S \ '2..~5 I

I\.' I~ ~lL'lLl -~un.

\ \ Use additional sheets as necessaty.



Page 4 of 31

Project: Wyndwood AFE#:

Test Date: 8"Apr-18 Test Section: 00: 914.4 From KP: Wall Thickness: 14.3,15.9,19.1.24.1 To KP:

' Grade 483 Reference Dwg:

Pressure Continuous Volume Change (lcPa] Volume iL) (Utres]

'o YC o 0 0

'

?~' 8"~ I 10 )o0

Ia (CO )01 770 jo) 7 oc :u Jl 89G to ~oo 3) 7& 7{7

10 yoo Yl 15 gll7

II J co Y~71 O'tJ€ II I o c r;-777 '!(() l

I

lllOC {p.' ~Y4

II 500 7 4J. ~ &OJ

II 1[c c ~l}7 ~c1

II '> oc 910 E ~8(

II £ oc Cf1G3 -$00

11 /t-'~ \C 747 ;f)~

II g co II ~g~ 83£ II q-,;~ ) 1 j~J Jq7 j2CC)O I 3 117 ~3;

p [.)~ I~O~I ~3~

IJ. J_ OC \ ~ ~ ~ ~ 7q 1 1.1.. )CO I' 7H rn 12 \ICO l~l)C7 7~(

llSco \73ft ¥J.i jJ..loc ,8~0~ gn /1)00 I¥ q9j 7~ r

P~oo Jq&-l4 ~11

JJ, qao ~o H? 8l~

1 ~ooo :<) ~t-2 8J. ~ 1110!; 2.1 ~ 7~ 7q).

)5J,.OC ~3 101( 8)0

I~ 'oo .{ )~ n '61 '(

West (HSl.S

18+290.5

0.2%0ffset Volume (L)

J_l.~l~

~11~ 15

J..ll IK"5

~) 0 75 .(~~~c).

:;. ' 6~'1 l75H ~~ 3~ (

2~ IB

2~1o6

50 7q I

31 6 7J.

i l Lt7J..

3 3 311 3 lJ I q Cf

3~ ~ ~ £

) ~ 7ll

36 'i 5 n~o5

3816D

Jq 011

3~ ~0 c

Lf070

~i~~1

1.-11 wt ~1 <\'J lltl c% ti'OB 8

~s 6lS 4 t 't ~7

Rll Volume: 0.2% Offset: Min Pressure: Aim Pressure: Max Pressure:

Time

JJ:)..4p1'<1

)2: ~}

Jl: 1/Q

,; -~~

I~:~ 7 I

I : 0 ~ P""

Mo__d:>" .... 1\er:c.. .... l~ Y. L., E."b'-J1e P•rd:Jie f"y~ur ,"J,~~~

11,282,022 litres 22,564 litres 13,755 kPa

14,000 kPa 14,325 kPa

Temp ("C) Comments

J. 7(}~p s f4 y s €> C r :+ ~cc.J

8'0'lo ) 1111/f)@ (r;L,_Il I L



Page 5 of 31

Project: Wyndwood AFE#:

Test Date: &-Apr-1& Test Sectio:n:

00: 91.4.4 FrGm KP:

Wall Thickness: 14.3,15.9,19.1,24.1 ToKP:

Grade 483 Reference Dwg:

'Pressure Continuous Volume Chsa~<ge

lkPa) Votume(L) (Litres)

n~cp ;1.~7~1 3JX D ~DC 2~5i1 ~ l6 )1 (oo )_~ 411 g; j

)3 ]00 J....., J.. 40 b'J.l JJ~oo 2.& 0 bq ~ 2~

I ' ' 1oo l8 g q 7 8" d-8" i~oov ;;tq7~K g1i7

I

I

Fill Volume:

West 0.2% Offset:

0-151.5 Min Pressure:

18+290.5 Aim Pressure:

Max Pressure:

0.2% 0ffset

Volume(L) Time

47 3l5

l: og l>""' .

J:lll,l)f., I

I

IY'l£.~.~ ;;~" il{r:r.a.~ It Y. ~J\9 f~~b,.~ 11{ P.-~d :~~~ t .. yi .. ttr

-~~~~ 11, 282,022 litres

2:2,5£4 litres

13,755 kPa

14,000 kPa' 14,325 kPa

~~emp ("C) Comments

qo~ YMY5@ CL-f L : "e.~,.~~1 ~St~ 'rl: ~~~ J

....., j

I I

I



Page 6 of 31

CY <.._~

5 6 ""CL_ _, -' c...o~

'- '----·->--

14,500

14,000

13,500

13,000

12,500

12,000

11,500

11,000

10,500

10,000

-

I

1 }0

\ J ,..,

c "" I~ \v ., i

.....

0

li oo 0

S n. h(

L .I

./ 10Dk y"'- / '<;: Q r. - ' t n I I - / ) ~ -,.-

1/

10,000 20,000

I

k Pn lt-l 1 ~l { r~ ~~" r{

'\)

I

_/

/ 1/

/ ,·

_,

I

I /

_I

/ /

30,000

I 1/

/ I

/

/ I

I I

.I

40,000 50,000

I I

I I

60,000

I

70,000

fvlo.J .-;c., T1er;G\ .... n P. f ..,1 E'IL, ; )j ~ ,) .-~ -~ '- ~~ ?_,.. f;,~'~9· "e.r. r

/ -:~~ r/~

I

80,000



Page 7 of 31

Project: Wynd wood AFE tf: Fill Volume: 11,282,022 litres Test Date : 8-Apr-18 Test Section: West 0.2% Offset: 22,564 litres

00: 914.4 From KP: 0-151.5 Min Pressure: 13,755 kPa

Wall Thickness: 14.3,15.9,19.1,24.1 To KP: 18+290.5 Aim Pressure: 14,000 kPa Grade 483 Refer,ence Dwg·: Max Pressure: 14,325 kPa

Pressure Volume Change Temp Volume Offset,

(kPa)* Volume (continuous) (Litres) Time ("C) Comments +0.2% {Lirres)

10,400 0 0 12:24 2 70% SMYS at critical low point 22,564

10,500 851 851 23,415

10,600 1,621 770 24,185

10,700 2,511 890 25,075

10,800 3,278 767 25,842

10,900 4,125 847 26,689

11,000 4,971 846 1 2:33 27,535 11,100 5,777 806 28,341

11,200 6,621 844 29,185

11,300 7,424 803 29,988

11,400 8,227 803 30,791

11,500 9,108 881 12:40 31,672

11,600 9,908 800 32,472

11,700 10,747 839 33,311

11,800 11,585 838 34,149

11,900 12,382 797 12:45 80% SMYS at critical low point 34,946

12,000 13,217 835 35,781

12,100 14,051 834 36,615 12,200 14,844 793 37,408

12,300 15,716 872 38,280

12,400 16,507 791 39,071

12,500 17,336 829 39,900

12,600 18,204 868 40,768

12,700 18,995 791 41,559 12,800 19,824 82g. 12:57 42,388

12,900 20,653 829 43,217

13,000 21,482 829 44,046

13,100 22,274 792 44,838

13,200 23,104 830 45,668 13,300 23,933 829 1:04 46,497

13,400 24,761 828 90% SMYS at critical low point 47,325 13,500 25,587 826

13,600 26,413 826 1:09

13,700 27,240 827

13,800 28,069 829

13,900 28,897 828 14,000 29,744 847 1:14

Squeeze Volume Estimate

Water Compressibility, k Pressure Difference, ~P

Fill Volume Line Pipe (thin wall) Fill Volume

Volume from Squeeze, Vc

Volume from Elastic Stretch, V,

!Total Squeeze Volume, VT

L/100kPa during yield plotting

Water Compressibility Table Temperature ("C) Compressibility, k (kPa-1

)

0 5.09E-07

5 4.94E-07

10 4.78E-07

15 4.67E-07

20 4.59E-07

25 4.53E-07

30 4.48E-07

Specifield Minimum Yield Stre ngth (SMYS) Summary

SMYS (kPa)

wr 100% 107%

14.30 15,107 16,164

15.90 16,797 17,973 19.10 20,178 21,590 24.10 25,460 27,242

Te st Section Elevations

Critical Low Point 597.8 m

Test Point 615.9 m Pressur,e Head Diff 177.56 kPa

Pressures At Test Point

70% SMYS at ClP 10,397 kPa 80% SMYS at ClP 11,908 kPa

90% SMYS at ClP 13,419 kPa 100% SMYS at CLP 14,929 kPa

4.83E-07 kPa-•

14,000 kPa

11,282,022 litres 9,771,263 litres

76,359 litres

48,4 78 litres

124,8:37 litres

863 litres

@1500psi

4.83E-07

1/Bulk Modulus

1/2150000 4.65E-07

110% 16,618

18,477 22,196 28,006

Pipeline Information WT-1 14.30 mm WT-2 15.90 mm WT-3 19.10 mm WT-4 24.10 mm

Length, WT-1 14,088 m

Length, WT-2 442m



OD 914.4 mm

Young's Modulus

GR414 Steel, E 2.07E+08 kPa

100% WT-1 SMYS 15,107 kPa

100% WT-2 SMYS 16,797 kPa 100% WT-3 SMYS 20,178 kPa 100% WT -4 SMYS 25,460 kPa ~D,WT-1 1.977 mm liD, WT·2 1.778 mm i M , WT-3 1.480 mm .liD, WT-4 1.173 mm



Page 8 of 31

Yield Plot- Pressure vs. Volume

14~oo~~,~~1---~1 -----.------------------~·------~~----~-~~~~~~~~;1 ~~~~~~;1 ~~~~~=~! -=====~=----~~---~~ --~~-.---~, -----/~-----.--------------,--.---.-, -.J,--.------. ~--I ~ - --;---7--f-~- ~- -+-----f--f

1---'--1 ____,1 ___ 1 --,----+----- . I I I I l -;----;-l --+l- --1-- I--+ 1. -___,....,.L/--+-------t----cr---+- I I I I I ' I I . ~ I I / • I I I

l--~' -+--r-1 ~-+--+-~·--~-~-~~-+--+1-1-~1-~-~~-r--+-+1-11-~-r-~7~~-T--+-1----~-~-~1 --+-~'-~'-~~~~ I ! I I I I I I I ' / I ! I I

14~00 +-~,~~,---~c -----+------~----~1---+--~--~~---~1 ~1~-A~.---~1 -----T-1 -----+------~--+---1~-1---/,7. ~----+-1 --~~~------------~ --,--1------,1,--.-1 ----~

I I I I I 1 - I ' / i I ' I I I I ! ' I .&.- I / I ' I I : I I I I I : I ... - I / ' I I I I

13,500 +-~1~~~---~1 -----+------~1 ------~--+---~~·--~.-------+---~1 ------------+-----~------~/--~--~· --~·~-7-' --~~------~--7-' --~~---~1 -----~1 ----~ __.__J_ -1---+1-----''!:--A----r-- - - -+-' ---r' ----i-----1-----+1-~/ I I I I I

! I .i. - l t I / I ~ t I I

I I .. ""!" ~ I / I I I • I ! ... - 1 I i / I I I I '.1

13~00 +-~~~~~---~1 -----+-----------------+_,&~---~~---~1 ~1~-+--~--------~~-+------7/L_ _____ I~-;---~~ ~~-----------t---,-~l---7-i --~l ~---~' ~i~------~ I I I I ... - I ] ! I / I I ! ! I I

~---+-~ ~~--~1 ~-,__.,__ ___ ~----.a--- ~-T-I ~I-~I~-+-~I-~--~'--r-7~/~-r-1 -TI_~ __ J~-+-! ----~--~~~-~-~L -+I-1--7i _~~-~~ ~-7· ---~~-~' -----+--~;------~·----~-·~--T-l~'---~, ~'---r--~'----+---~: ___ l~-+-•_r ______ ~,~-7-· -f~-7-1 -.l __ ~------+-~--~--~'------~--r-l -+--~--~~

I I I - I I I I ..,.,- ! I I ! I I I I l I l I - I I i I I ,.,.. I I I I I I I I f

~ 12~00 l--+l ___ ~l __ l ______ -r--4------ ~"'---~~--~---~~ ~---+--~--~·--~------~_(--~-+--~------+---r-~! ___ +-l ~--~---r--~----~~---l --r--1'---+--~--+-~ ~ ::::.. I 1 ... - ~ I I ~ I I I [ ~ I ... ~ r ./. ! J I 1 l I

5 - ~ : • - : i I ' I _,---t../..-~--r-~!----r--, -T----T-----1-----__,------+--~--~---'---· ----7---+-: ---! ---ll~-+---+---.,---1 ~ c: l2.,000 t I - ' I I I ' / I I ! I I I l

~-+-, ~,--~----~---A~-----~i------+------T-I ----'I~-+------..,.,--·~--~,---r--+-l ----~--7, --·~~!i1---r-l -+--4---r-~------~l I I r 1 • -. 1 1 • ' .,- r 1 I , 1 1 1 1 1 ' , I I - I I • I ~ I I I I ' I I ~ I t i

~~~---,~-~. ~~~,.~~------·~--~--~----~~---~~.--~--~----------~~~-+--~,~-7-l ~l~-7-l ~--~--~1----------i------~--~--r--+---~, -+l --~--~l ~ 11

•500 I I & - I I I I _./ L I I I I i I I I 1.

1 I ... - I I ~ ; I I I j t I I I

_I I , A- ' i I .,/ I I I ' I ~ I t '

I .&.- I I ·..,.,- I I I I I l I ' ' ; 1 .&.- 1 1 ..,.,- 1 1 1 i 1 1 r 1 1 1 r

11,000 +-~,~--_j,.'_-~-------+-------~ ----:--, -----+------~~-----./------+----,----~----~---+---~l ----:-,----+==~l===-:===~==~~======~===-:===:==~,===~==---7----+---------:,------------! ' &:a I / ~ I I : I I I r ... - 1 , 1 1 ..,.,-, , 1 1 1 , 1 1

- _... : : : I y ---7--l --+---·~---,-~-------t-----J---~: -~ : -+:-~-+---t-----,---_ ,:---~--~ _-----:-l ---t-:---+1- ----t-1-------...,... ------j__:~_ -----;----_--j_j,.-~_--1-i 1~5oo +~-----7-~------4----------~1 ----~---~_r-~----~~-+--~--~~ ----~--,_--~1 ~,--~--.---~~1------~~,~-+------~1 --~,:---7-1 ~--~--------. ----~

' I I - il I I I I I I

! !. I- - f -~--- t } r- - r 1 I I ' i I 1 i

~~·---+--~------t--~---+---+-------~~---+---r--+---t-------7--~--+--;---~--~~---+--~--+---~~------~--+---r-~--~--~--~----~-------i I I I I I , I I I I ~ooo+-~~~--~------+---------~------+-----~--~------+-----~----------+-----~--~------+---------~------+-----~--~------------------------4

0 10,000 20,000 40,000

Volume (litres)

50,000 60,000 70,000 80,000

..t. Yie ld Plot

• 0.2% Offset [E'st:a bfish Unearity}

--Unear (0.2%0ffset (Establish

linearity)]

MoJ~ sc .11 TL H ~-Q.V\ If P. E"j f,,t r; J1 e y,.l,? I:"\' i31!4J i" ?!{ r

~_,jl~~



Page 9 of 31

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CHART NO. MC MT-30-0-500

-



Page 10 of 31

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Graphic Controls LPL: 70IS3'f~-DUO-TI'-0006

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MC MP-30000 100DIV ~!) f6 frtfitue

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LOCATION 1\/J-(}Jtf+~ OI8+).JJ~ . .8-

REMARKS NPJ .?£. 1M f. 1'13 ........ II_). 9--. 19.1,., ... /JI/./,.....,

(..SA "Zd.lfS".I 6r. lf~J Cof .JL !"e£-f,"cA: k/J- 000+/$"/, 8

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a ~ :'3 Graphic Controls

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CHART NO. MC MT-30-0-SOC

LOCATION ld!aJ 7 <~-'LoO pt Pa;..._..,'--t __ _

REMARKS tv~ w. f. Ill. ]_.,.., /15:1-'"' /9./ .... ,.. /J.I./-.1,.,,., '

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Page 15 of 31

Stantec Pressure Test - Mainline

Client: Spectra Energy Inc. Project No.: ---------------------Rev.# Dale Issued for Description Prepared

0 09/05/2016 ls;,ed for Information Issue to client S. Paige -

Cole. No.: 1109019l2Pl-CAL0005 Revision: 3 ------------------

110901912

Checked Approved

Y.Guo N.Com

W- 20/12/2017 B. Hergott Y.Guo C. Middleton Issued for Construction Issue to client

2 04/01/2018 Re-Issued for Construction Issue to client B. Hergoll Y.Guo C. Middleton

' 3 16/04/2018 Re-Issued for Construction Issue to client B. Hergot1'4U. Y.Guo '(£! . -tt~ '-• '"'-''·"":;;ovo 1 - _ , ·c.~l

Calculation Objective

Determine the pressure test requirements for the mainline pressure test.

Summary of Results

The mainline pressure lest con be performed in two test sections with the section split o l STA. 18+206. Refer to the calculations for strength test and leak test pressures. Mainline pressure lest calculations were performed with a pressure tolerance of -0/+400 kPo.

I

------------------------------------------------------------------------------~

Calculation Method

Spectra Energy Pressure Test Letter calculation, TS-160.3 Standard engineering formula in assessing static head (~P = p gh)

Reference Material

CSA Z662-15 Spectra Energy Design Procedure DP-CT1.9, "Pressure Testing"

Design Inputs and Assumptions ------~~~~--~-----------------------------------------------------------4 Pipeline design parameters ore defined in the DBM.

High and low point elevations ore as provided by Enbridge. Calculation performed based on line pipe, as it is the limiting pipe for the mainline pressure lest. Details regarding I he pressure requirements of the mainline fest con be found in the calculation comments.

Reviewer Checklist

Formal checked (re quired fields above completed. calculation and attachments ore legible and reproducib le)

nd any changes from previous revision clouded if applicable Revision identified a

Source of input dolo

Attachments or sket

identified and traceable

ches included, labeled. and referenced as required

Where standardized calculation was not used. manual verification is attached and method is appropriate

Approved Colcvlolion Template: OG-QM-TMP0006 Rev 0 © Stontec Consulting Lid. Printed Copy Uncontrolled

Yes No N/A

J

\./ J

.../

J



Page 16 of 31

TS-160.3 10/10/2011

AVAILABLE ELECTRONICALLY

(See DP-CT1 for Instructions.)

Spectra Energy

Pressure Test Letter Test Report No.: 110901912PL-CAl0005 -

Wts:S

Rev 3 No

Design Engr: Braden HergQ.tt.A Date:

Approval: Yang Guo '<6 Date:

Spect'~ Energy.

16/04/2018

16/04/2018

Project & Test Description: lJ2512-Wyndwood Pipelirle Expansion, Mainline Pipe Section 1(Test Package #2)

c Operating Company: Spectra Energy Transmission I Country: Canada 0

:;::; <1l Station I Discharge: Pipeline Name: W~ndwood Pipeline Expansion E ..... 0

MAOP: 9930 kPa Line No.: MML2 Valve Section: -E ..... r-. C Pre-Test u Class: 2

'· E New Pipe r Operates < 30% SMYS <ll

"0 or - 1-.....

Test Medium: [Water C Retest E: Final Test 1-

0.. r Operates < 700 kPa

Design Procedure: DP-CT1 .9 Dated: Au!!-25-2016 Test Basis: 1.25 x MOP

~ Limiting Pige Other Limiting Comgonents <ll Diameter: 914 mm PN Rated: Elev: m ro DescriptiOn Rating ~ 'E Wall Thick: 14.3 mm CWP: kPa Elev: m <1l DescriptiOn Pressure Rallng c Grade: 483 MPa Other: kPa Elev: m .E ..... Oescripltoo Pressure Ralong <ll Q) tJ. Elevation = 140.5 m (from low to high point) Maximum Pipe Stress = 93 89 %SMYS 0

<ll ..... Station No. :::J Test Section Begin Point: -0 + 152 Specified Strength Strength Test (/) (/)

Test Section End Point: 18 + 213 Elevation Test Pressure Pressure Tolerance <ll ..... 0..

1ii Actual High Point: 10 + 013 738.3 m 12413 kPa ( -0, + 400 kPa) <ll f- Actual Low Point: 14 + 236 555.0 m 14211 kPa .c c, Governing High Point: 10 + 013 738.3 m 12413 kPa c <ll .....

Governing Low Point: 14 886 597.8 m 13791 kPa Ci5 +

_(/) Strength Test Duration: 4 hours (continuous) Seecified Leak Test Pressure 0' <ll r All Piping Exposed During Test Minimum at Governing High Po in 1 0923 kPa 0:: 1ii

Pressure-Volume Plot Required Maximum at Governing Low Pain 12413 kPa* <ll [v f-..... <ll *Note: Can be revised to minimum pressure Duration: 4 hours .c 0 achieved during Strength Test, if < 100% SMYS Concurrent With Strength Test No

Pipe Specifications in Test Section Comments

914mm OD x 14.3mm WT x 483 MPa 1 ~ Stren9lh Test· Min= 125% MOP, Max= 110% SMYS

914mm 00 x 15.9mm WT x 483 MPa 2) Leak Test Min= 110% MOP, Max= qual. pressure

914mm00 x 19.1mm WT x 483 MPa 3~ Stren2th Test Pressure Tolerance per client direction,

914mm 00 x 24 1mr.n·W_s"F:x483 MPa email from Claudia Vazquez(Enbridge) to Yang Guo(Stantec) •' \' \.. ';;, /0 -r .. ~ 0 -... .,./ .......

dated April 16, 2018 at 11 :54am. ,•~;:<;'CV I Uc "/~h : '< Of ~\(' ~

4) Recommende\11 Strenli!th Test Commencement Pressure I " ~~Y-GdEr 7 ~ : ~·Jl.U ' ~ ' . ~ at Test Point (Sta. 18+213) = 13.925 kPa ':. <' "''~ ,~ ';. 0 I. l j "'\}\ ll

I Maximum Stren~tfl Test Pressure at Test Point=16,448 kPa ..... f.' <;> ,,

·- •Vr.:~t-J~'i:. ;,, -.., r •

1 •/; ' J

VV' I "J 1 \ v

I

I

j



Page 17 of 31

TS-160.3 10/10/2011

AVAILABLE ELECTRONICALLY Spec{~ Energy.

(See DP-CT1 for Instructions.)

Spectra Energy Design Engr: Braden Hergott~ Date: 16/04/2018

Pressure Test Letter Approval: Yang Guo Yb! Date: 16/04/2018

Test Report No.: 110901912Pl -CAL0005 - Rev 3

c 0

~ E '-.E c

u Q)

ws::; No

Project & Test Description: U2512-Wyndwood Pipeline Expansion, Mainline Pipe Sectron 2(Test Package #1)

Operating Company: Spectra Energy Transmission

Station I Discharge:

Country: Canada

Pipeline Name: Wyndwood Pipeline Expansion

MAOP: 9930 kPa Valve Section: --- ---Line No.: MML2 -------------Class: _ ____;2;;...._____:_1 C New Pipe f:: Pre-Test r Operates< 30% SMYS

or or ·e-n. Test Medium: Water I C Retest E Final Test - I- I Operates< 700 kPa

~~~----L-----~

ro ·;::

2 ro

::;?!

c ro c .E '-Q)

Qi 0

Q) '-:I (f) (f) Q) '-n. Cil Q)

......

..c. OJ c Q) '-(j)

--------Design Procedure: DP-CT1.9 Dated: Aug-25-2016 I Test Basis: ___ 1_._25_ x _M_O_P _ _ I~

Limiting PiQe Diameter: 914

Wall Thick: 14.3

Grade: 483

6. Elevation = 55.7

Test Section Begin Point: Test Section End Point:

Actual High Point:

Actual Low Point:

Governing High Point:

Governing Low Point:

mm Other Limiting ComQonents

PN Rated: ~De-sc~~~OOn-----~R~at~•ng

mm CWP: kPa ~~-s~~oo---~P~re-ssu-re~R~at~~

MPa Other: kPa ~Des-~~. ~.---~p~,.~ss~-.~R~at--~

m (from low to high point) Maximum Pipe Stress =

Station No. 18 + 206 26 + 909

22 + 035

20 + 666

22 + 035

20 + 206

Specified Strength Elevation Test Pressure

644.5 m 12413 kPa

r 588.1 m

r 644.5 m

588.8 m

12966 kPa

12413 kPa

12959 kPa

Elev: m ---Elev: m ---Elev: m ---

~.39 %SMYS

Strength Test Pressure Tolerance

( -0, + 400 kPa )

Strength Test Duration: 4 hours (continuous) Specified Leak Test Pressure

I Al l Piping Exposed During Test Cil ~ P Pressure-Volume Plot Required

Minimum at Governing High Pain 1 0923 kPa

Maximum at Governing Low Pain 12413 kPa* '-Q) ..c. 0

*Note: Can be revised to minimum pressure achieved during Strength Test, if< 100% SMYS

Duration: Concurrent With Strength Tesl

4 hours No

Pipe Specifications in Test Section

914mm OD X 14.3mm WT x 483 MPa

914mm 00 x 15 9mm WT X 483 MPa

914mm 00 x 19.1mm WT x 483 MPa

914mm 00 x 24.1 mm WT x 483 MPa

I

Comments

1) Strength Test Min = 125% MOP, Max = 110% SMYS

2) leak Test Min= 110% MOP, Max= qual. pressure

3) Strength Test Pressure Tolerance per client direction,

email from Claudia Vazquez(Enbridge) to Yong Guo(Stantec)

dated April 16, 2018 at 11 :54am.

4) Recommended Strength Test Commencement Pressure

at Test Poinb (Sw. 18+20'6) = 13,034 kPa

Maxnnum Strength Tesl Pressure at Test Pomt=16,356 kPa

I I

W.T. Station Elevation

TH2505-IJI-IE -0+151.8 633.8m

14.3mm 14+885.6 597.8m

24.1mm 14+236.4 555.0m

14.3mm 10+012.6 738.3m

CC-36-3000-TH01 18+289.8 615.8m

Outside Diameter:

Wall Thickness

Grade:

Manufacturer(s):

Coating:

Rev.

0+549 8+389 16+655

Total Length of 14.3mm W.T. Pipe = 14,087.9m

U2512 Wyndwood

NPS36 MML2

Test Section:

Fill Date:

Hydrostatic Test #2

06/04/2018

Test Date:

Test Start Station:

Test End Station:

08/04/2018

-0+151.8 (-0+150.1 *)

18+289.8 (18+213.5*)

Hydrostatic Test #2 (-0+150* to 18+214*)

18441.6 m (Asbuilt Slack Length)Length of Section

Fill Source: Pine River

Temperature Recorder Locations:

Description

Test Head Tag#

Critical Low Point

Low Point

High Point

Test Head Tag#

N 6162954 E 564954 (UTM 10 NAD83)Fill Location

Total Length of 15.9mm W.T. Pipe = 442.4m


WYNDWOOD-WSP-G-HT-0+150 to 18+214

12/04/2018

Date & Initials

Issued For Use 2

Description

WSP JOB # 151-64661-00

SJL /JDC

NOTES:

Comments:

All stations provided are asbuilt slack unless otherwise noted.

*Indicates stationing based off proposed design alignment.

All lengths provided are asbuilt slack.

Lengths are generated from top of pipe survey

Lengths do not include test heads.


Total length = 18,441.6m

CAT II

JFE, EVRAZ, BERG, SeAH

14.3mm, 15.9mm, 19.1mm, 24.1 mm

483

HPPC (FBE and PE), FBE, FBE/ARO

914.4mm

CAT:

Pipe#: 57Heat: 3-2712LT: 1.54WT: 24.1

Pipe#: 50 Heat: N14066LT: 4.35WT: 19.1

Pipe#: 34Heat: N14065LT: 12.08WT: 19.1

Pipe#: 3287Heat: M17750LT: 12.22WT:19.1

Pipe#: 3190Heat: M17747LT: 12.24WT: 19.1

Pipe#: 84Heat: N14065LT: 8.75WT:19.1

Test Head No. CC-36-3000-TH01NTS: b-37-E,93-P-12

Test Head No. TH2505-IJI-IENTS: d-77-G,93-O-9

-0+151.8TW021

-0+150.3TW054

-0+145.9Factory Weld

-0+133.9PB332

18+257.3ML379

18+269.5Factory Weld

18+281.7TI081

18+290.5TW055

Dir

ecti

on

Of

Flo

w

Critical Low Point Elev.597.8m at 14.3mm

14+885.6

Low Point Elev.555.0m at 24.1mm

14+236.4

High Point Elevation738.3m at 14.3mm W.T.

10+012.6

WYNDWOOD-WSP-G-HT-0+150 to 18+214_Rev2.xlsx 1 of 1



Page 18 of 31



Page 19 of 31

N

Dead Weight: AMS-447 Digital Dead Weight: N/A Cliart Recorder: AMS-117 Chart Recorder: AMS-056 Pressure Gauge: AMS-1172 Flow Meter: AMS-255/1 099 Thermometer: R55266

TH2505-1 J1-1 E KP-000+151 .8, EL.633.8m

t-------,-----------~~P~~-------------..-----1 CC-36-3000-TH01 KP018+289.8, EL.615.8m

Temp Recorder: AMS-158 KP000+549



Fill Pump (cV. 017+800 Fill Temp. Recorder: AMS-227 Fill Flow Meter: AMS-2020/335

West Mainline Test Section from KP-000+151.8 to KP018+289.8

Test Instrument Location Sketch



Page 20 of 31

AlBERTA MEASUREMENT SERVICES l TO 5327- 91 STREET- EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387- Fax {780} 462-9387

RECORDER CALffiRATION CERTIFICATE

CUSTOMER: Ledcor· Pipeline MODEL: Barton RANGE: -30 to 50°C CALiBRATION DATE: March 19,2018

MASTER INSTRUMENT READING


RED PEN AS FOUND

N/A

GREEN PEN AS FOUND

N/A

AMBIENT TEMP: 20°C PROCEDURE: 265 SEIUAL NUMBER: AMS-013 TECHNICIAN: Jason Olszewski

RED PEN AS LEFT

GREEN PEN AS LEFT

REMARKS: THIS RECORDER IS CERTLFIED TO BE ACCURATE WlTHIN THE MANUFACTURER'S SPECIPICATIONS OF ± I% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN COMPARED TO CRYSTAL NVISION SIN 691491/55991512-00ANDS/N 691489/5991512-01 TRACEABLE TO THE NATIONAL INSTITUTE OF STANDA.RDS ANJJ TECHNOLOGY (NIS1).

Technician: ----------------------

16 1



Page 21 of 31

AlBERTA MEASUREMENT SERVICES LTD 5327- 91 STREET- EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387- Fax {780} 462-9387

RECORDER CALIBRATION CERTIFICATE

CUSTOMER: Led cor Pipeline AMBIENT TEMP: 20°C PROCEDURE: 242 MODEL: Bar·ton

RANGE: 0 - 30000 l<Pa CALffiRATION DATE: March 19,2018

MASTER INTRUMENT READING

0 kPa

7500 kPa

15000 kPa

22500 kPa

30000 kPa

INSTRUMENT AS FOUND

N/A

SERIAL NUMBER: AMS-056 TECHNICIAN: .Jason Olszewski

INSTRUMENT AS LEFT

0 kPa

7500 kPa

15000 kPa

22500kPa

30000 kPa

REMARKS: TI-llS RECORDER IS CERTIFIED TO BE ACCURATE WITHIN THE MANUFACTURER'S SPECIFICATIONS OF ± l% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN COMAPRED TO MENSOR CPG 2500 SIN 4llJ008QX/410008QY CALIBRATED USING A DH-BUDENBERG CPB5800/CPS5800/CPM5800 DEADWEIGHT TESTER SIN 32503/257NIB2704 TRACEABLE TO UKAS ON CERIFICA TE 12814/15T32503/15WB2704.

Technician: ----------------------------------



Page 22 of 31

AlBERTA MEASUREMENT SERVICES lTD 5327 - 91 STREET ~ EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387 ~ Fa" {760) 462-9387

RECORDER CALIDRATION CERTIFTCA TE

CUSTOMER: Ledcor Pipeline MODEL: Barton RANGE: 0- 30000 ltPa CALIBRATION DATE: Mar·ch 19,2018

MASTER INTRUMENT READING

0 kPa

7500 kPa

15000 kPa

22500 kPa

30000 k.Pa

INSTRUMENT AS FOUND

N/A

AMBIENT TEMP: 20°C PROCEDURE: 242 SERIAL NUMBER: AMS-117 TECHNICIAN: Jason Olszewski

INSTRUMENT AS LEFT

0 kPa

7500 kPa

15000 kPa

22500kPa

30000 kPa

REMARKS: THIS RECORDER IS CERTlFJE::O TO BE ACCURATE WlTl11N THE MANUFACTURER'S SPECIFICATIONS OF ± l% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN COMAPRED TO MENSOR CPG 2501J SIN 410008QX/410008QY CALIBRATED USING A DH-BUDENBEll.G CPB5800/CPS5800/CPM5800 DEADWEIGHT TESTER SIN 32503/257NIB2704 TRACEABLE TO UKA.S ON CERJFICATE 12814/15T32503/15WB2704.

Technician: ----------------------



Page 23 of 31

AlBERTA MEASUREMENT SERVICES lTD 5327-91 STREET- EDMONTON, ALBERTA, TSE 6E2

Phone {780} 468- 6367- Fax {780} 462-9387

RECORDER CALffiRATION CERTIFICATE

CUSTOMI'CR: Ledcoa• Pipeline MODEL: Bal'ton RANGE: -30 to 50°C CALIBRATION DATE: March 19,2018



RED PEN AS FOUND

N/A

GREEN PEN AS FOUND

N/A

AMBIENT TEMP: 20°C PROCEDURE: 265 SERIAL NUMBER: AMS-158 TECHNICIAN: Jason Olszewski

REOPEN AS LEFT

GREEN PEN AS LKFT

REMARKS: THIS RECORDER IS CERTIFIED TO BE ACCURATE WITHiN THE MANUFACTURER'S SPECIFICATIONS OF ± I% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN COMPARED TO CRYSTAL NV IS/ON SIN 69149115S991512-00 AND SIN 69148915991512-01 TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST).



Page 24 of 31

AlBERTA MEASUREMENT SERVICES l TO 5327 - 91 STREET- EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387 - Fax (780} 462-9387

RECORDER CALIBRATION CERTIFICATE

CUSTOMER: Ledcor Pipeline MODEL: Ba•·ton RANGE: -30 to S0°C CALffiRATION DATE: March 19,2018

MASTEll JNSTRUMENT READ INC

MASTER INSTRUMENT READ LNG

RED PEN AS FOUND

NIA

GREEN PEN AS FOUND

N/A

AMBIENT TEMP: 20°C J>ROCEDURE: 265 SERIAL NUMBER: AMS-226 TECHNICIAN: Jason Ol!)zewski

RED PEN AS LEFT

GREEN PEN AS LEFT

REMARKS: TIDS RECORDER IS CERTIFIBD TO BE ACCURATE WlTHIN THE MANUFACTURER'S SPECIFICATIONS 0 17 ±I% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN COMPARED TO CRYSTAL NVJSION SIN 691491/55991512-00AND SIN 691489/S991512-0l TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NJST).

Technician: -------------------------

158



Page 25 of 31

AlBERTA MEASUREMENT SERVICES lTD 5327 - 91 STREET- EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387- Fax {780} 452-9387

RECORDER CAI~ffiRATION CERTIFICATE

CUSTOMER: Ledcor Pipeline MODEL: Bal'ton RANGE: -30 to 50°C CALIDRA TION DATE: March 19, 2018

MASTER INSTRUMENT READlNG

JNSTRUMENT AS FOUND

Ni l\

AMBIENT TEMP: 20°C PROCEDURE: 265 SERIAL NUMBER: AMS-227 TECHNICIAN: Jason Olszewsl<\

INSTRUMENT AS LEFT

REMARKS: TI-ITS RECORDER IS CERTIFIED TO BE ACCURATE WlTUfN THE MANUFACTURER' S SPECIFICATIONS OF ± I% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN COMPARED TO CRYSTA L NVJS/ON SIN 691491155991512-00 AND SIN 69148915991512-01 TRACEABLE TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NJST).

Technician:------=~=~=====::....__ __



Page 26 of 31

AlBERTA MEASUREMENT SERVICES LTD 5327- 91 STREET- EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387- Fax {780} 462·9387

TURBINE FLOW METER CALIBRATION CERTIFICATE

CUSTOM'ER: Ledcor f'ipeline

METER MODEL: 2'' Turbines Inc.

ACCURACY: ±11Yo

SERfAL NUMBER: AMS-255

TOTALIZER: AMS-1099

CALIBRATION DATE: Much 19,2018

K-Factor: 44.888 Pulses/U.S. Gal.

Albetta Measurement Services Ltd. volumetric prover is traceable to an BTCO s/n 85211 metal standard of volume. This metal standard of volume has been certified and calibrated in accordance with Part Ill of the Weights and Measures Regulations in relation to Measurement Canada's reference standards which in turn were calibrated in relation to Canada's Prototype for the kilogram whose calibration is traceable to the Lntcrnational Prototype for the ki logram in Sevrcs, france.

Technician: ~ --~~----------------------

Cecil Vogrinetz

I $'1



Page 27 of 31

AlBERTA MEASUREMENT SERVICES lTD. 5327 - 91 STREET- EDMONTON, ALBERTA, T6E 2E6- CANADA

Phone {780} 468- 6387- Fax {780} 462-9387

I>EAI>WEJCIIT CALIBRATION CERTIFICATE

CUSTOMER: Ledcor Pipeline MODEL: Refinery Supply SERIAL: AMS-447 CALiBRATION DATE: March 19,2018

MASTER l>EAl>WIUGHT READING

5000 kPa 5000 k.Pa 5000 kPa 5000 k.Pa 5000 kPa 5000 kPa 1000 kPa 1000 kPa 1000 kPa I 000 kPa 500 kPa 100 kPa 100 kPa 100 k.Pa 100 k.Pa 50 l<Pa 50 kPa 10 kPa 10 kPa 10 kPa 10 kPa 5 kPa 5 kPa

500 kPa

WEIGHT#

A B c D E F G H I J K L M N 0 p Q R s T u v w

BASE WEIGHT

AMBTENT TEMP: 22°C RANGE: 5011-35000 I<Pa PROCEDURE: OWG TECHNICIAN: Shane Snide1·

CUSTOMER DEADWEIGHT ~lEADING

5000 k.Pa 5000 kPa 5000 kPa 5000 kPa 5000 kPa 5000 kPn 1000 kPa l 000 kPa 1000 kPa 1000 kPa 500 kPa 100 kPa 100 kPa 100 kPa 100 kPa 50 kPa 50 kPa 10 kPa 10 kPa 10 kPa 10 kPa 5 kPa 5 kPa

500 kPa

REMARK: DO NOT rNTERCHANGI) WEJGJ-I'l'S WIT! I OTHER DEADWEIGHT TESTERS. DO NOT TIGHTEN PISTON. TI-lE ABOVE INSTRUMENT WAS FOUND TO BE ACCURATE WJTllfN THE MANUFACTURER'S SPEC! FICA TlONS FOR NON TMPROVED ACCURACY Of :1: 0. 1% OF RATED PRESSURE.

THE ABOVE EQUIPMENT HAS BEEN COMPARED TO A DH-BUDENBERG CPB580{J/CPS5800/CPM5800 DEADWEIGHT TESTER SIN 3250J/257NIB2704 TRACEABLE TO UKAS ON CERJFJCATE 12814115T32503/LJWB2704 . ....----....... ~~

Technician: l: 5-



Page 28 of 31

AlBERTA MEASUREMENT SERVICES lTD 5327 • 91 STREET- EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387 - Fax {780} 462-9387

GAUGE CALffiRATION CERTIFICATE

CUSTOMER: Lcdco•• Pipeline MODEL: 901 SERIAL NUMBER: AMS~1172 CALJURATJON DATE: Ma•·ch 19,2018

MASTER lNSTRUMENT READING

0 psi

1000 psi

2000 psi

3000 psi

4000 psi

INSTRUMENT AS FOUND

N/A

AMBIENT TEMP: 20°C RANGE: 0- 4000 psi PROCEDURE: 901 TECHNICIAN: Justin Olszewski

INSTRUMENT AS LEFT

o psi

1000 psi

2000 psi

3000 psi

4000 psi

REMARKS: TI IlS GAUGE IS CERTIFIED TO BE ACCURATE WITHIN THE MANUFACTURER'S SPECIFICA TJONS OF ±0.5% OF FULL SCALE.

THE ABOVE EQUIP!riENT HAS BEEN CALI BRA TED WITH A MENS OR CPO 2500 SIN 410004BQ/4HJ004BR CALIBRATED USING A DH-BUDENBERG CPB5800/CPS5800/CPM5800 DEADWEIGHT TESTER S/N 32503/257NIB2704 TRACEABLE TO UKAS ON CERIFICATE 12814115T32503/15WB2704.

Technician: ---P=-4---.,.,~;;;.c.....-----



Page 29 of 31

ALBERTA MEASUREMENT SERVICES lTD 5327 - 91 STREET - EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468- 6387 - Fax {780} 462-9387

GAUGE CALJ BRATION CERTIFICATE

CUSTOMER: Letlco•· Pipeline MODEL : 901 SERJ AL NUMBER: AMS-1 189 CALJBRATJON DATE: March 19,2018


0 psi

1000 psi

2000 psi

3000 psi

4000 psi

INSTRUMENT AS FOUND

N/A

AMBIENT TEMP: 20°C RANGE: 0 - 4000 psi PROCEDURE: 901 TECHNICIAN: Justin Olszewski

INSTRUMENT AS LEFT

o psi

I 000 psi

2000 psi

3000 psi

4000 psi

REMAllKS: Ti llS GAUGE IS CERTI FIED TO BE ACCU RATE WITHIN THE MANUPA.CTURER'S SPEClffCATJONS OF ±0.5% OF FULL SCALE.

THE ABOVE EQUIPMENT HAS BEEN CALIBRATED WITH A MENSOR CPG 2500 SIN 41 0004BQ/41 0004BR CALI BRA TED USING A DH-JJ VDENBERG CPB5800/CPS5800/CPM5800 DEADWEIGHT TESTER S/N 325031257NIB2704 TRACEABLE TO UKAS ON CERIFICATE J2814/15T32503/15UIB270~

Technician: ---~-...L.-~~c:;.__ ____ _

IS?



Page 30 of 31

AlBERTA MEASUREMENT SERVICES LTD 5327 • 91 STREET - EDMONTON, ALBERTA, T6E 6E2

Phone {780} 468· 6387 - Fax (780} 462-9387

TURUINE FLOW METER CALiBRATION C ERTIFICATE

C USTOMER: Ledcor .Pipeline

METER MODEL: 6" Turbines Inc.

ACCURAC Y: : I%

SERIAL NUMBER: AMS-2020

TOTALIZER; AMS-335

CALIBRATION OATE: MarcJ1 19,2018

1<-Factor: 6.451 Pulses/U.S. Gallon

Remarl<s: The meter above has been calibrated using a Turbines Incorporated lligh Accuracy Turbine Flow Meter Serial Number 82564-0 I calibrated by the Utah State University Water Research Laboratory traceable to t11e National Institute of Standards and Technology on Re port Number 3923.

Technician: --~~~~------------------Cecil Vogrinetz

\

r77



Page 31 of 31

AlBERTA MEASUREMENT SERVICES LTD 5327 • 91 STREET- EDMONTON, ALBERTA. T6E 6E2

Phone (780} 466- 6387 - Fax (780} 462-9367

CERTIFICATE OF CALIBRATION

CUSTOMER: Ledcor Pipeline

MODEL: H-B Easy Read

S/N: R55266

Albc11a Meusurement Services certifies that the above listed instTument meets or exceeds al l specifications as stated in the referenced procedure (unless otherwise noted). It has been calibrated using measurement standards traceable to the Sl through recognized national measurement institutes, ratiomerric techniques, or natural physical constants.

CALIBRATION INFORMATJON

Cal Date: March 19, 201 8 Temperature: 22.0°C Pass: Y

Humidity: 30%

Remarks: Ca libration within manufacturer's specifications of ±O.S°C

Cal Procedure: H-B Easy Read (I Year)

Calibration Standa•·d Test Result Lowe•· Limit Upper Limit Units

-30.40°C -30 -30.5 -29.5 oc

9.90°C 10 9.5 10.5 oc

49.sooc 50 49.5 50.5 oc

STANDARDS USED FOR CALffiRATION

Serial Number Description Cal. Date Due Date

8 57220 Fluke 7103 Micro Bath 30 June 201 7 30 June 2018

Technician:

Documents

WYNDWOOD PIPELINE EXPANSION PROJECT LEAVE TO