HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST

Enbridge Pipelines Inc. Edmonton Terminal (South) Expansion Project

Leave to Open Application No. 3 Attachment 5 - Isometric Drawings

of 34AeCON HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST

TEST PACK NUMBER: HT-002 Manifold 223 To PCV-1032 Piping

D-223-3 .01-SK554B-0-10LFL/ QSS4B

D-130-3.01-SK894B-0-10LFL/ Q894B



of 34

w 287.8 iJ s '137.639 El. 683 . 2lilll

lll-2311-C0-363AF-36

CON'T ON 111-6811-0-q'ISTF -Ill w 282 . 986 s '132.768 El . 68'1 . 112'1

18-239- C0-363AF -36 w 282.339 s 432 . 91!9 EL .683 .1!91!

4!3 ps; '119 ps ;

A - A 2850 ~ Pa 296q XPa

PRESSURE TEST DETAILS

TEST DURAT ION CHRS)

275 ps ; 393 ps; ABOVE SRAOE - 1. 6 HR STRENGTH TEST

FOLLOWED BY VISUAL LEAK ~_!__ . , IHSPEC TION/OETEC TION

OELOW GRADE • ~. 9 IIRS STRENGTH TES T 1906 kPa 2899 ~ p· FOLLOWED BY ~. 0 HRS

LEAK TEST

NO TES:

l. ANY OEYIATIOH FROH TH£ HYDROTEST PLAN HUST BE Af'P110VEO 8Y E!!8RI01l£ EMG!NEE11! Nl: S!FORE INITIATING HTOROTEST.

2 . HYOROSTAT I C TEST PROC£0\Ut£5 SHALL 8E IN ACCOAD ilHCE WITit EHBRIOSE SPECIFICATIOHS FCSil'l- 2111 AIIO CSA Z662 Oil AHO PIPELINE SYSTEMS LATEST EDITION.

J. ALL ltYOROTEST HA TERI.ILS TO BE SUPPLIED 8Y CONTRACTOR.

'1. ISOLATE ILL INSTRUHEHTS PRIOR TO HYDRO TEST .

5 . ~ INDICATES L!HIT OF HYOR OTEST .

2~12 CONSTRUCTION

""& I~DHONTOH (AS) TERHIHAL - SOU TH _!_ EOHOHT!II TERNIMAL (SOUTH) EXPANSION CSET

'"' ' J2qUI!C82 CLFU ,,.., , 19 J\IL 12 .,. ------ ,.,..,. ------""'·------ l"~o..-----

NOI SUBSEQUENT REV ISION I DATE / BY I APPR

AI!CDN RECEIVED &

ISSUED FOft CONSTRUCTION

I COM.

I AS

K238/ 0- 223 - 3 . 81 -395SB- - 10LFL HA T ERIAL ISOME TRIC

PERMIT TO PRAC11CE STANTEC GfliJISJ,l.;(lHGoL)}ll)

Signature lf-lUC b(J0 Dote 2.•\> :Tl\1,. !'f

PERMIT NUMBER: P 0258 lhe -llco of Pro!- rngr., Goclo9fola md Goc!>lo~• of_,

CO<' .. R1Gk l @ l totsMil o:"') •J> It .. /" gpo.rt t <> f (•..- l~--r noi:O. r t";lt'"""fd •''"""' . n .,.,,.01' ' II!Uf"' • ;II''OJ' ll";fl" • ~ ' 11.., :o"'.,.' lf {l'br' l •<:•

DUIOQ£ PIPEUMES IHC . 11211 JASP(R AVE NUE

£otrOMTott ALBERTA CAHADA

EDMONTON ( AB) TERMIN1\L - SOUTH MANIFOLD AR EA MANIFOLD 223 HYOROTES T I SOMETRI C

0"AVH



of 34

~N r ON U 2Jil-CO II 287.81lll s '137.639 EL.683.2ilil

HIGH POINT VENT

S"ve : 'I: / 1l12/ACTI'/Eil l 72Bl 1!521170-230-?[P[NG/I!LI -ORAW!NCS/WORKINC/CIJPS/SOUTH/1. 'i19 .1"1. Zl - Xt:iER!.IIG • 1Ni ERCONH£CliHG & INCO/'tlNG/iSOI'!ETRlC/0- lJZ - J. 31 - 396 1 l -1 0 LFL.OWG • rue Feb 25, 21Hil - 8 : 32:37

I HIGH POINT VENT

CON'T ON 1B-231l-C0-362AF- 28 Q893B/D-815-3.B1-SK893B--1ilLFL w 287.81!0 s '132.02'1 EL.683.21lll

~ PCV-1032 NPS 28 PN 20


413 psi 429 psi 275 psi 393 psi

A - A 2.1 o3

2B5B KPa 2964 KPa 19BB KPa 2998 KPa

TEST DURATION ( HRS)

ABOVE GRADE - l.B HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION

BELOW GRADE - 4. B HRS STRENGTH TEST FOLLOWED BY 4. B HRS LEAK TEST

NOTES:

1. ANY OEVIA TIOH FROM THE HYDRO TEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.

2 . HYDROSTATIC TEST PROCEDURES SHALL BE Ill ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-114 (2111 ED .) AND CSA Z662 OIL AND ;As PIPELINE SYSTEMS LATEST EDITION .

3 . ALL HYDRO TEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST .

5. ~ INDICATES LIMIT OF HYOROTEST.

2012 CONSTRUCTION

··~ I EOHONTON CAB) TERHINAL - SOUTH 0 EOHONTON TERHINAL (SOUTH) EXPAKSION (SET

NO

"'' 124111111CB2 (LFL) !DATE• 19 JUL 12 BY: _........ jAPPR, ---c~ 1.'~ Nil I SUBSEQUENT REVISION I DATE/BY I APPR

ThoAssodation "'-~ .,.._..and~ol-

REFERENCE DRAWINGS

AeCDN RECEIVED &

ISSUED FDR CONSTRUCTION

I 14--Mar-2014

COM II INITIALS

~ ~

REVISION APPROVE

COPYQ£~1@ Jh ts clr'.l l ing i c lhtpt"opcrryof£nbr idQe.,<I1M11noro. r epi"«<UCd o ither :,otooto or in p.~r l • i lhOIII pr iol" •~" ilt.-n cons~:nlofEI"'bo" i dge

'&)NBIIIDGE

EI8RIOGE PIPELDtE:S DE.

11211 JAS?£R AYEMUE

EOttONlOH Al.B£Rl A CAHADA

EDMONTON CAB) TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC

DATE




TEST PACK NUMBER: HT-003 Interconnect & Incoming Traps- Meter Manifold 130

D-130-3 .01-SK892B-0-10LFL/ Q892B

D-130-3.01-SK893B-0-10LFL/ Q893B

D-130-3.01-SK895B-0-10LFL/ Q895B

D-815-3.01-SK896B-1-10LFL/ Q896B

D-815-3.01-SK901B-1-10LFL/ Q901B

D-130-3 .01-SK902B-0-10LFL/ Q902B

D-130-3.01-SK903B-0-10LFL/ Q903B

D-130-3.01-SK1049B-0-10LFL/ Q1049B

D-130-3.01-SK1050B-0-10LFL/ Q1050B

D-130-3.01-SK1051B-0-10LFL/ Q1051B

D-130-3.01-SK1052B-0-10LFL/ Q1052B

D-130-3.01-SK1053B-0-10LFL/ Q1053 B

D-130-3.01-SK1054B-0-10LFL/ Q1054B

D-130-3.01-SK1055B-0-10LFL/ Q1055B

D-130-3.01-SK1056B-0-10LFL/ Q1056B

D-130-3.01-SK1057B-0-10LFL/ Q1057B

D-130-3.01-SK1058B-0-10LFL/ Q1058B

D-130-3.01-SK1081B-0-10LFL/ Q1081B

D-130-3.01-SK1082B-0-10LFL/ Q1082B

D-130-3.01-SK1083B-0-10LFL/ Q1083B

D-130-3.01-SK1084B-0-10LFL/ Q1084B

D-130-3.01-SK1085B-0-10LFL/ Q1085B

D-130-3.01-SK1086B-0-10LFL/ Q1086B



of 34

'"!~ CON' T ON 139-MP-1 w 296 .859 s '1'1'1.228 El . 682 .935

SellS ; OJW Z >i /~NBiHOGE J ICAlS IZEJ . OllG - =r· ~o .. : 2. ?iZ ! J - 19 51 · 51!

[HIGH POINT VENT

,,_,,,_,,_,,,,,_,,~ ~~ \ r,'>

1 :-1 I

CON' T ON 19-6BB-0-326TF-81 Q926B/0- 138-3 .Bl-SK926B--l i LFL w 293 .868 S .. 31.9H EL.68 .. . 871

NPS 3/'lx l PN 29

PSV 127

Q893B/0-13B-3.01-SK8938--1BLFL w 29 ... 899 s .. 2'1 .875 EL .683 . 289

HIGH POINT VENTI

SECTION

A - A


MINIHUH TEST HAXIHUH TEST HAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUME

~13 ps; ~29 ps; 275 ps; 383 ps;

6.3 • ' 2850 kPa 296q kPa 1988 kPa 2890 kPa

TEST DURATION (HRSJ

ABOVE GRADE - 1. 0 HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION

BELOW GRADE - ~ . 0 HRS STRENGTH TEST FOLLOWED BY q. 0 HRS LEAK TEST

NOTES :

1. ANY DEVIATION FROM THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIOSE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-81q (28 11 ED. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION.

3. ALL HYDROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

q. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.

5 . ~ INDICATES LIHIT OF HYOROTEST.

2012 CONSTRUCTION

'",0_ !EDMONTON (ABl TERMINAL - SOUTH ill I EDMONTON TERI!INAL (SOUTH) EXPANSION (SETJ

'"' 12q111111C82 ( LFLJ I" " ' 19 JUL 12

NO [ SUBSEQUENT REVISION I OATEIBY I APPR

' ?4 ·~c:j~t;Y

fl·~--4 if, /.<ii '/

PERMIT TO PRACTICE STANTEC s;.q-~LTING LTD.

5qKrture ~· Doto ~

PER£riT NUMBER: P 0258 The Associa6on of Proresmnal Eogif'I8E!B.

Geologii!S and-- of Albel1a

HHq/0-138-3 .81-39609--10LFL HATERIAL ISOMETRIC

REFERENCE DRAWINGS

AeCDN RECEIVED &

ISSUED FOR CONSTRUCTION

I 14-Mar·2014

INITIALS

~ REVISION [DATE/BY [ APPROVE

tO:> r Qi GH T @ · ,. ; s. ::<' d• ' " 9 i s • fi e prcp~n y o l Enor1 0lj& &r~e l f>d l "0' 011 r~prOOuctd eir tw:· :,. ol!o lc or in p.,... , • i tho..~ t y ior , ,.; t :encor~s c.,l ofEn!)l"<dr; e

-g;;NBRIDGE

EHBRIDGE PIPELIHES IHC.

11211 JASPER AVENUE

EOKOHTON ALBERTA CANADA

EDMONTON CAB) TERMINAL - SOUTH

INTERCONNECT AND INCOMING TRAPS

HYDROTEST ISOMETRIC

ORAWN~ HY I ZS, 5ICHECK_6..v-GWJ.I !APPROVE KOLSEN ,etJ

DATE/ 07 FEB 1~ !SCALE NTS !APPROVE RKEHP

D-130-3.01-SK892B-0-10LFL I Q892B



of 34

w 302 . 591l s 425 . 239 EL.683.200

Save· 0 : /Wlti/EUaR H;GE 'J iC~LSilEJ.O~G

II 281.800 s 432.024 EL .683 . 20il

Apr 12, 2lH3 ~ 10 :51 S0

UllnBt U-1311-3 . lll-oK892B--10LFL............... . II 294.000 ~ s 424.015 , .. EL .683 . 21lll '

.. '-·

;. .....

HIGH POINT VENT

II 292 .654 s 422 .855 EL . 683 . 2Iillil

A - A

413 ps;

2850 KPa


TEST DURATION (HRSJ

ABOVE GRADE - 1. 0 HR STRENGTH TEST 429 ps; 275 ps ; 303 ps; FOLLOWED BY VISUAL LEAK

15 . 1 o3 INSPECTION/DETECTION BELOW GRADE - 4. 0 HRS STRENGTH TEST

2964 KPa 1900 KPa 2090 kPa FOLLOWED BY 4.0 HRS LEAK TEST

NOTES:

1. ANY DEV IATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYOROSTA TIC TEST PROCEDURES SHALL BE IH ACCORDANCE WITH ENBRIOGE SPECIFICATION FCS- S14 <2111 EO . J AHO CSA Z662 OIL AHO GAS PIPELINE SYSTEHS LATEST EDITION .

3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL INS TRUHENTS PRIOR TO HYOROTEST.

5. i' INDICATES LIHIT OF HYOROTEST.

2~12 CONSTRUCTION

RE~ I ~OHOHTOH ( AB) TERHINAL - SOUTH ·a EOIIOKTOH TERHINAL (SOUTH) EXPANSION (SEll

"' ' 124111111C82 (LFLl I""' ' 19 JUL 12 3 .. : __.- L'""'· ---~ ~ HO I SUBSEQUENT REVISION I DATE/BY I APPR

NSUL TING l TO.

-'tJ

HHS/0-131-3. S1-39611--1SLFL HATERIAL ISOHETRIC

NO

REFERENCE DRAWINGS

AeCON RECEIVED &


REVISION

14-Mar-2014

COM.

~ • INITIALS

AS

APPROVE

ca~riHGH T © T/'l i ~ or- d, ir~g i s "l'l e Yopgr l y ol 'gnbl"f age o!fld Vo d ll '>OI oc rcpr odo..~: ed c : tt>er in •"o le or : n pa.r-: • iTnO<,rl ~r i or •rilll" c:~nunl 11! Enii<' •OSC

'&)NBRIDGE

EHBRIOGE PIP£LINES INC,

11211 JASPER AVENUE

EO~HTOH ALBERTA CAHAOA

EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC

DRAWN

DATE



of 34

CON'T ON 138-ISH-1 w 315.951 s '135.788 EL.683.21JII

CON'T ON 11-23e-C0-3830F-36 II 319.698 s '125 . 851 EL.683.2H

Si>•tt! : Y:/1172/ACHYE/1il281Ll52117~-239 ·P t? ING/~tHHiAWlNGS/IfORI.Wib/CWPS/SOUTH/1.39 . >1.31 • 1tEfERING • HHERCOiillEC I!NG ~ tHCOXHIG/lSO:!fTR I C/ 0- l 31!-3 . 8 l-396l2 - liR.F'l.OIICl • i ue l=" eb 25, 2SlU- 9 · 41:19

A - A

285B KPo


275 psi 393 psi

7.6 •' 1999 kPo 2999 kPa

TEST DURATION <HRS)

NOTES:

1. ANY DEVIATION FIIOI1 T1i£ HYDROTEST PLAN 11\JST BE APPROVED BT EMIIRIDGE E~INEERIHG BEFORE INITIATING HYOROTIST.

2 . HYOROSfA.HC TEST PROGEDUR£S Sltlti;L BE IN AC60ROANOE WITH ENBRIDGE SPECIFICATION FCS-t14 <2111 EO. l ANO CSA l662 ail Alll GAS PIPEl.IHE SYSTEIIS LATEST EOITION.

3. ALL HYOROTIST MATERIALS TO BE SUf'!'LIED BT CONTRACTOR .

'I. ISOLATE ALL DISTRIJIIENTS PRIOR TO HTOROTEST .

5. ~ INOICATES LI"IT OF HTOROTEST .

2012 CONSTRUCTION

"~ [ ED"OPITOK (AB) TER"IHAL - SOUTH Iii EOIIO!ITOM TERIIIHAL (SOUTH) EXPANSION (SET)

"'' 12'11111C82 (LFU !DATE • 19 JUL 12 BY : ~1.,.•· ----c~ I·~ II() I SUBSEQUENT REYISIOII I OATE/8Y I APPR

} I

H3'17 /0-1311-3. B1-39612--1fii.FL MATERIAL ISOMETRIC

NO

REFERENCE DRAWINGS

AI!CON III!CEIVUI&

ISSUED FOR COHSTIIUCTION

1 1-···2014

COM. INITIALS

~ r-:u-REVISION

COPTR [GIIT @ This dt"Uir>g Is Jhl proptrty ~ f [nbr i <!9t and tM I 1 not 01 I" IJII"OdUUd

titl'ltr i f! >mole~ ln polt't tithou! prl~ •rllfet~ connnf of ErOridqt

-e;;NBIIIDGE EJeiUDI£ Pll'ELIM£S lliC.

11211 JASP!R AI'EIU EDIIDIH 011 AtiiEIITA CAIWIA

EDMONTON (ABJ TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC

ABOVE GRADE - 1. 8 HR STRENGTH TEST DRAWN FOLLOWED BY VISUAL LEAK ~=~:....:..-=~~=:._=.:......---1-'--'-'-"==...c.:::;_-1

BELOW GRADE - ~~=p~~~I~~~~~mTmT 1-=D:::;Al::.E.t...:::.....:.=..:..:....J.:::::::...:.....:.:.:.::.._...~::.;.:;:.;.:....:::;:::.:.::.....,..---I FOLLOWED BY 'I . 8 HRS LEAK TEST



of 34

/

'·

... .. ., -- ....

CON' T ON 1i-231-C0-6518F -16 Q8918/D-815- 3. ll-St<8978--11LFL \ w 319 .185 s 431.294 EL.683.211

815- PSE-1126

~·- ..

-... __ _

' '-- -~.

'-·--

> CON' T ON l f- 611-D-322AF-14 Q9i78/0- 815- 3. 1l - SK9178-- l i LFL w 318 .f35 s 431.294

/ EL . 682. 713 \

S4ve : V : ll172/AC : I'IE/l!12liJ! 1:521110~2 38-~"(P l~G/01l.-I)RAM [NGS/\IORKH.C/CWPS/SOUTHJ t. B9 . 1't.111 • ltETERING • !NTE~CONHECTINC & HiCO"iliG/!SOK£ i'iHC I 0-815 - 3.1H- 3938U-1 8LFL . [IWG - Wed l'tay 21, 28111- 16 :1 9:85

mn NPS 2 PN 21 NC

...... __ _ , ' ·--· '~---

\

HIGH POINT VENT

/


SECTION "INIKU" TEST K~XI"U" TEST "~X OPERATING "IN LE~K TEST APPROXI"ATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLU"E

q13 psi q29 psi 275 psi 383 psi

A - A 0. 2 • ' 2850 kP~ 296q kP~ 1988 kP~ 2890 kPa

TEST DURATION CHRS)

ABOVE GRADE - 1. B HR STRENGTH TEST

NOTES:

! . ANY OEVIATIOH FRO" THE HYOROTEST PLAN IIUST BE APPROVED BY ENBRIDIO£ EN$I!IEERINS BEFORE INITIATING HYOROTEST.

2. HlQROST,niC T£ST PROCEDUR£S SHALl BE Ill ACCGROAIICE WITH EII8RIDG£ SP£CIFICATIOH FCS-11q (2111 EO. ) ANO CSA 1662 on. AND liAS PIP£LIHE SYSTEMS LATEST EDffiOH .

3. ALL HYDROTEST MATERI ALS TD BE SUPPLIED BY CONTRACTOR .

q. ISOLATE AlL IIISTRUIIEIITS PRIOR TO HYDROTEST.

5. ~ INOICATE LIMIT Of HYDROTEST.

201 2 CONSTRUCTION ~ I ED11011TOII CA9) TERIIIIIAL - SOUTH

I E~TOII TERIIIIIAL (SOUTH) EXPAIISION (SET

'''' 12'11 .. 1C82 (LFL) [OATE• 19 JUL 12 -. --- l"""' =::::::::: c~

,,.,,_,____ 110 [ su&SEQIJEMT REHSIOM I DATE/BY I APPR

1/iiJ .. ,.,...oHOI.os [II~ K~

/

H3~8/D-815-3 .111- 39311'1--111LFL MATERIAL ISOHETRIC

NO

REFERENCE DRAWINGS

AE!CDN RECEIVED &

ISSUED fOil CDNSTJIIUCTIDN

j 12-Jun-2014

COM I INITIALS

~ I ~

REVISION C:Ofi'I'QIGHl @ TillS OIUWl.'tG IS TH£ :>ROP[IHY Of' i!!I8R101::: AXIl SHAll ~~ 8£ IIEPiiOOI.:C£0

£tTH£!1 IN VHQ..£ ell tN i'lRT VITMOUI ~l~ WRH T£N COX5e1H Of £1$1110Cf

E*IIOO£ PIPELDIES IHC .

11211 JASPER Amu: E~Tilll AlBERTA CAHAll!

EDMONTON (ABl TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYOROTEST ISOMETRIC

FOLLOWED BY VISUAL lEAK !==-~_:,,.=::;"H=::;;_-.,:::.::._-t'::::~-'::-":7::-----; INSPECTION/DETECTION

BELOW GRADE - q. 8 HRS STRENGTH TEST FOLLOWED BY q. 8 HRS LEAK TEST

Q896B I



of 34l l · lff !

CON'T ON 18-238-C0-652BF-16 Q9808/D-815-3.81-SK9888--1BLFL w 295.196 s '121 .737 EL.683.201!

CON'T ON 1~ -600-D-659AF-~4

Q925B/D-815-3.01-SK925B-- 1 ~LFL w 29'1 . 181 s 421 . 737 EL .682.713

w·292.654 s 422.855 EL.683 . 20~

HIGH POINT VENT

A - A

/ ./ '

PRE SSURE TEST DETAILS

TEST DURATION CHRSJ

413 ps ; 429 ps; 275 psi 303 psi

2850 kPa 2964 kPa 1900 KPa 2090 kPa

NOTES:

I . ANY OEVIA TION FROH THE HYOROTEST PLAN IIUST BE APPR OVED BY ENBRIDGE ENG INEERING BEFORE INITIA TINS HYOROTEST.

2 . HYDROS TATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH EHBRI OGE SPECIFICATION FCS-014 (2111 EO . l ANO CSA Z662 OIL AND GAS PIPELIHE SYSTEHS LATEST EDITION .

3. ALL HYOROTEST HATERIA LS TO BE SUPPLIED BY CONTRACTOR .

4. ISOLATE ALL INSTRUHENTS PRIOR TO HYDRO TEST.

INDICATE LIIIIT OF HYOROi EST.

2012 CONSTRUC TION

"& 1 EOHONTON (ABl TERHINAL - SOUTH / 0 EOHONTON TERIIINAL (SOUTH) EXPANS ION (SET

' ' ' ' 1241111CB2 (LFLl lea• ; , 19 JUL 12 BY ; __....-- T "''

-------' ''".'...-- I.P~-

NOT SUBSEQUENT REVISION I DATE/BY I APPR

IN" RfttOYED Hll.DS ["~~ ~ Kl',._,

H349C/O-BIS-3. S1-39Ja3--10LFL HATERIAL ISOHETRIC

REFERENCE DRAWINGS

NO

AeCDN RECEIVE D &

ISSUED FO R CONSTRUCTION

12-Jun-2014

~ 417

REVISION

INITI ALS

~

CO~Y~ ICII' @ 'k iS ~Al/ I lCIO IS Tff£ ?RC?tRH ~;:- £'i:SRI !.1 ~E Ml!l Sk.Ll '10! a£ ~EP~OOIJCEO ({:k! il ;~ lltiC.E ~ (!I ~,\IH lli: ~,.OIJ T ~IdOl! .lli HI EU COSSE NT Of 1 '3Jl: l~[

~NBRIDGE ENBRIDGE PIPELIHES I t«: .

11211 JASPER \YEHUE EOHOHTOH ALBERTA ~AHAOA

EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC



of 34IH'ftl

HIGH POINT VENT

[

~~~P 40UT PN 20

(JI r.:'

~

w 313 . 538 s 446 . 12~ EL . 683.2~~

\ CON' T ON 130-I SH-1 w 315 .950 s 442. 788 EL. 683.200

A - A

413 ps;

2850 KPa

PRESSURE TE ST DETAILS

TEST DURATION ( HRS)

ABOVE GRADE - 1. 0 HR STRENGTH TEST 429 ps ; 215 ps i 303 psi FOLLOWED BY VISUAL LEAK

3.6 r~ 3 INSPECTION/DETECTION BELOW GRADE - 4 . 0 HRS STRENGTH TEST

2964 KPa 1900 KPa 2090 KPa FOLLOWED BY 4. 0 HRS LEAK TEST

NOTES:

1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INI TIATING HYDRDTEST.

2. HYO'ROSTA TIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFI CATION FCS-8H (2111 1 EO. ) ANO GSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION .

3. ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

4 . ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.

5. ~ INDICATES LIHIT OF HYOROTEST.

2012 CONSTRUCTION

"~ I EDMONTON ( AB) TERMINAL - SOUTH 0 EDMONTON TERMINAL (SOUTH) EXPANSION (SEll

'"' 124!00!C82 (LFU I"" ' ' 19 JUL 12 SY :

-------- I" " ,

-------c~ ~~ NOI SUBSEQUENT REVISION I DATE / BY I APPR

PERMIT TO PRACTICE STANTEC CONSULTING LTD.

Slgnotu" ~ Dote ~jb/)

PEJ(M"IT NUMBER: P 0258 The ~lioo o( Prol'essional Enginem,

Geolog;&s and GeopllysiOsts ol Albe<la

H350/ D-130- 3. 01 - 396!5--10LFL MATERIAL ISOMETRIC

NO

REFERENCE DRAWINGS AeCDN

RECEIVED & ISSUED FOR CONSTRUCTION

! 14-Mar-2014

INITIALS ~-s -

REVISION APPROVE

Ctpvq{GHI @ Th i s Cl' d• ing i $ r h~ pr ooer-!y of trbr• o:!ge oll><: sna i l no r o ~ repr-od<J<:e d eo!,..,.. in Ah<;> l e Gt" "' Pdr : • i !~out :Y' · ()('" or ; : ren consent of Ener , Q;e

~NBRIDGE Ef'IIRIDGE PIPELINES INC.

U211 JASPER AVENUE

EDKOIHOH ALBERT A CAHAOA

EDMONTON CAB ) TERMINAL - SOUTH INTERCONNE CT AND INCOMING TRAPS HYDROTEST ISOMETRIC

DRAWN

DATE



of 34

-------r~

w 31!2.994 s 448,410 EL.682.935

HIGH POINT VENT

CON'T me lll-61lll-0-325TF-Ill C911lB/D-131l-3.1ll-SK9108--lllLFL W 31lL339 s 4'1l!.275 EL. 683. 81l7

HIGH POINT VENT

CON'T ON 130-HP-1 w 296.850 s 445.755 EL.682.935

A - A

413 ps; 429 ps;

2850 KPa 2964 KPa


TEST DURATION (HRSl

ABOVE GRADE - !. 0 HR STRENGTH TEST 275 ps; 303 ps; FOLLOWED BY VISUAL LEAK

2.q m3 INSPECTION/DETECTION BELOW GRADE - '1 . 0 HRS STRENGTH TEST

1900 KPa 2090 KPa FOLLOWED BY ~. 0 HRS LEAK TEST

NOTES:

1. ANY DEVIATION FROM THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDRO TEST.

2. HYOROSTA TIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBR IOGE SPEC I FICATION FCS- 814 (2111 EO. l AND CSA Z662 OIL ANO GAS PIPELINE SYSTEKS LATEST EO IT ION.

3 . ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR,

4. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.


2012 CONSTRUCTION

"&I EOHDNTON (AB) TERHINAL - SOUTH 0 EOHONTDH TERHIHAL (SOUTH) EXPANSION (SET)

" " 12411181CB2 (LFLl !"'.' ' 19 JUL 12 ~":

-------I' ' "'•

-------'~ I'~ NOI SUBSEQUENT REVISION I OATE/BY I APPR

,.--:, .

.?~ -, ~

·> ,;;.: ... -·;___, . . . ,:/

;lfa,J. fl, Ui• f

PE The Associdon rl Professional EngineeB,

~and~ol-

M351/0-138-3. 81 - 39616--1BLFL MATERIAL ISOMETRIC

NO

REFERENCE DRAWINGS

AeCDN RECEIVED &


14-Mar-2014

COM II INITIALS

~ ,---

AS

REVISION

t;Q"~HG"i @ !h ; s ,.h ;nil ' s rnt ;l<'"o::Jerl"{ '' £-.cr'::t;e don :! ~~ ~~ no · ::~• rt::roouctl! tO •r: r r 'n •ra re or n :~ar • • ' ! fiPU l po-:or •r' •te,. <;ll"''~en: o! £r,br •d9e

EI'IIRIDSE PIPELINES IHC . 11211 JASPER AVEHUE

EOMOIHOH ALBERTA CANADA

EDMONTON (ABl TERMINAL - SOUTH

INTERCONNECT AND INCOMING TRAPS

HYDROTEST ISOMETRIC

OATE



of 34

Q1855B/D-1 30-3. 01 - SK1955B--!8LFL w 311. 679 s 428. 596 EL. 683 . 835

Q1854B/D -130-3.01- SK1854B- -10LFL w 311.670 s 431. 796 EL.683. 835

Q1~53B/ D- 1 3a- 3 . 01 -SK10538--10LFL

w 311.679 s 434 .996 EL. 683. 835

Q1052B/ 0 - 130-3. 0 1-SK1052B--10LFL

10-230-C0 - 330AF-42

\ ~m:m \

Q1 051B /0- 130-3 . 0 1-SK185 1B-- 10LFL • EL.683 . 835 •.. ·•

CON ' T ON 10-230-C0-315AF-36

w 313 . 538 5 446. 120 EL. 683.200

w 311 .670 s 441.396 EL . 683 . 835

Q18508/ 0 - 130-3.01-SK10508--10LF w 311.670 s 444. 596 EL. 683.835

\ . ,

:

_v

'l61e : 0 :/iiZKif}iiJRIOG£ J i:~AL S:ZEJ.O)IG · '" ,.. : Apr t 2, ze;J - :z·57 :52

SECTION

A - A

PRE SSURE TE ST DETAILS

HINIMUH TEST HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE

413 ps i lj.29 psi 275 ps ; 303 psi

J.!L. •' 2850 KPa 2964 KPa 1900 kPa 2090 KPa

TEST DURATION CHRSJ

ABOVE GRADE - !. 0 HR STRENGTH TEST

NOTES:

!. ANY DEVIATION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYORO TEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS-114 (2811 EO.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3 . ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL I NSTRUMENTS PRI OR TO HYOROTEST.

5. ~ I NDICATES LIMIT OF HYDROTEST.

2012 CONSTRUCTION

"~ I EDHONTON ( AB) TERMI NAL - SOUTH il EDNONTON TERMINAL (SOUTH) EXPANSI ON CSETJ

"' ' 1241B81C82 (LFLJ I""' 19 JUL 12 a·, : =------ l'""•· --c~ 1:'~ NO! SUBSEQUENT RE VISI ON I DATE / BY I APPR

AeCDN RECEIVED &


17 ·De c -2013

~ ! AS

M383/ 0-1 3B- 3 .91-39651- - 10LFL MATERIAL ISOMETRIC

REFERENCE DRAW I NGS

CCPV~!CHT@ fl'li' :lr!• "r.g s t!'l e ~Cil'"fJ af £r.D<"II,Cjl <)!1<1 l.l'la l ' 110 1 biJ "Cpt'OCUCtd ti tr..r ·n • I>O ft :)(' '' Odf'" ••r~ · or i Ot" ff' i lrtn~3tiU'Ir ofEt!O<' : dgt

-e:;NBIIIDGE

EH8RIOGE PIPELINES IHC . 1821l JASPER AVEHUE

EO"ONTOH ALBERTA CAHAOA

EDMONTON (ABJ TE RMINAL - SOUT H

METER MANIFOLD 130

HYOROTEST ISOMETRIC

FOLLOWED BY VISUAL LEAK !-_;;"'-':":'::~c"-''t--=--:-::-:--+---'::--,':'-"--"'-=~-1 INSPECTION/DETECTION

BELOW GRADE • 4. 0 HRS STRENG TH TEST FOLLOWED BY 4.0 HRS LEAK TEST /



of 34RFI-AIW-M-0026 Hydro-Testing Through the Strainers

.· ; ·"'

V-11 1 NPS 16

PN 2B ~~~s1l~ / PN 28

II S-11

CON 'T ON 10-6BB-0-393AF-B2 Q1B618/ D-13B-3. B1 -SK1B6 18- - 1BLFL w 3119 . 1135 S 4'15 . B53 EL.684.758

CON'T ON 1B-61111-D-392AF-02 Q1B758 / D-13B-3.B1-SK10758--1BLFL w 307.159 s ljljlj_727 EL.684 . 683

~~s2~6 1B-2311-C0-331 AF-16

CON' T ON 111- 6110-0-391 TF- Bl Q111628/ 0-1311- 3.B1-SK11162B--1BLFL w 395 . 6'19 s ljljlj . 728 EL.686. 1137

HIGH POINT VENT

d-;-l -

• <b " " Cl-r.-O t--....

FCV-111 NPS 16 PN 20

It~ II ij

~ J

S44'1 . 164 EL . 685 . 267

,.

/)\

Savo : 'l :!ll12/AC i! VE il: 1<?Z ! <+SV t HI - 2J2 - PIP!XG /e'4 -0R II~!NGS/~ORi< I.'iG/ CIIPS/SOUfH/ l. JJ9 .MOO.IH - '1£r£RIIJG SKIO/ ISOME i RICS/0- l 33 - J . ~H - J9 652 - HtLF I. OilS - Wed Oec ill! , ?.IHJ - 11! :25:51

HIGH POINT VENT

~ ; ...... ..~--.

•a-2Ja =~ J5~A- -2 o~asa~. J Ja-J a· -><:a5llij- -~ w 302 . 590 --"->----'

s ljljlj . 596 EL.683.835

SECTION ~INI~UH TEST HAXIHUH TEST PRESSURE PRESSURE

q[J ps; q29 ps;

A - A

285e KPa 296q KPa


TEST DURATION (HRS) HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE FILL VOLUHE

275 ps; JeJ ps ;

1.:1 •3 19eB KPa 2B9e KPa

NOTES :

1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE I NITIATING HYOROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS·I1q (2111 ED. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION .

3. ALL HYDROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

q. ISOLATE ALL INSTRUMENTS PR I OR TO HYDROTEST.

5. ~ INDICATES LIMIT OF HYDROTEST.

2012 CONSTRUCTION

"~ I EDMONTON ( AB) TERMINAL - SOUTH II EOHOHTOH TERMINAL (SOUTH) EXPANSION (SET)

'"' 12q1S&1CB2 CLFLl l""' ' 19 JUL 12 BY:

----- I"" ' --c~ ~p~

NOI SUBSEQUENT REVISION I DATE/BY I APPR

AeCDN RECEIVED lo

ISSUED FOR CONSTRUCTION r-- 17·Dee·2013

COM • INITIALS

~~ HJBq/Q-138·3. B1-J9652--1BLFL HATERIAL ISD~ETRIC

COPYIUGIIT@ Thi 1 dr ~• •"9 i ' tht pr01ler ty of [Nir id9r a.tld shil l I no t .H riHirod!Jc iJd t itl'er intr.o l tor l np4r t t lfhot.ol pr ier or ilan cennru of il'lbrt<:;t

E!IBIUDIIE PIPELINES INC. 11211 JASPER AY£HUE

EOPtOHTON AlBERT A CANADA

EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 13~

HYDROTEST ISOMETRIC



of 34RFI-AIW-M-0026 Hydro-Testing Through lhe Slrainers

:a-2J@-_"-~J~I" - -2

;:j-3a ~-.Ja-J . •: ,<:a-95- .d -II 11.67 il s 441.396 EL . 683.B35

CON'T ON CON ' T ON 1B-6BB-D-4B3AF-B2 Q18638/0-138-3.81-SK1863B--18LFL w 31!9.1!35

lil-6BB-D-4B2AF-B2 Q1S76B/0-138-3.S1-SK1876B--1SLFL w 387.159

s 441.853 EL.684 .746

s 441 .527 EL .684.6S3

CON'T ON 18-6Bil-D-41l1TF-Sl Q1864B/D-13B-3 .1ll-SK1B64B- -1SLFL w 385.649 s 441.528 EL .686 .1l37

HIGH POINT VEN

:a-_ a • J'?~·-::

: d· J~ J ~ -><:~5 3 --~-= , iJ., , Oii

JF~~-i~l

N 28

,, It 11

'~:,•::;·~;,

q ( V-123

I VNPS16 PN 2il

I -,j

"'-,

'·,\ -. I ..- '.:', ·

. - ;_~_./ "'

::~ ; G~ ta 23~-cc J6~A -42 -~~~s•o-:30 l.~!-sc:asss !2L 0 •

302 .5'9 s 441 . 396 EL.683 .835


SECTION HINIHUH TEST HAXIHUH TEST HAX OPERA liNG HIN LEAK TEST APPROXIHATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE

q13 psi q29 ps i 275 psi JBJ psi

A - A .Ll•3

285B kPa 296q kPa 19BB kPa 2B9B kPa

Sdve : V:/ l l 7214C1l'IEI 1! 721J l'l52 1 t70- 230 -::>TP !IIG/04 - 0RAW!NGS /WORJ< I NG / Cl1PS/SOUi H/ 1. 09 . H00 . 91 - :<~E TER IHG SKfO / ISO~E i~ICS/0- ! JZ -J . lH - 39653- lS'LFL . OIIG - Wed Uec 9 11 , 29 13 - Ul : 29:5 7

TEST DURATION (HRSl

NOTES:

1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYDROST ATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH EHBRIOGE SPECIFICATIONS FCS-t1q (2111 EO. l ANO CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION.


q, ISOLATE ALL INSTRUHENTS PRIOR TO HYOROTEST .


2012 CONSTRUCTION

''£I EDHONTON CAB) TERHINAL - SOUTH ll EDHOHTDN TERMINAL (SOOTH) EXPANSIOH (SE TJ

' " ' 12'11111C82 (LFL) I""' ' 19 JUL 12 BY: -- I'"''

------c~ I"'~ NOI SUBSEQUENT REVISION I DATE/BY I APPR

AeCDN II£CEIVED &


1 17-Dec-2013

COM• INITIALS r--;;- ~ H385/0-13S-3. S-39653--111LFL HATERIAL ISOHETRIC

CO'P"II {(;IH @ !h ie 1rOwi "9 i s t he ;~roper l y ~ ~ !One:- 0 ~9 1 olnd 'hell I no t ~~~ i"Oproducs d e i t ho~ in • holt '>'" in P41"1 wi ll\ou T p.r i O<" fr itU:"' eonu'\1 o f (!'\bri dge

EHIRIOQE PIPELINES IHC. 11211 JASPER AVEMU£

EDtiOMTON ALBERTA CAHADA

EDMONTON (AS) TERMINAL - SOUTH

METER MANIFOLD 130 HYDROTEST ISOMETRIC



of 34l l · lttl

AFI-AIW-M-0026 Hydro-Testing Through the Strainers

- ~

;.a II 311 .671J s '138 . 196 EL.683.835

CV - 131 NPS 16 PN 28

CON 'T ON 18-6BH-0-'113AF-B2 Q18658 / 0-138-3.81- SK1865B--18LFL w 389 .835

CON ' T ON 18- 688 - 0- '112AF-82 01877B / D- 13S-3 . 81-SK1877B--1SLFL w 387 . 159 s '138 . 653

EL . 68'1 . 7%

11-238-CD-333AF - 16

s '138.327 EL . 68'1.683

CDN'T ON 18-239-C0-'111TF-91 Q1 8668/ D-138-3.81-SK1866B--18LLF w 385 . 6'19 s '138.328 EL . 686.037 SV - 1327

NPS 3/'lx 1

HIGH POINT VENT

( ~

V- 133

fli'1 _APS 16 I:J;/ N 28

I~ I

-~-

)\"""'7"- ~ o'N-- -----, 0-230-.J 36~~· •<

a:858BIS-ll2 3.1!-SK!958B··l0L=L \1 382.598 s '138.196 EL . 683.835


SECTION MINIMUM TEST MAXIHUH TEST HAX OPERA liNG MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE

I.J13 psi 429 ps; 275 ps; 383 ps; A - A .!..:1 . 3

2B58 KPo 296'1 kPo 1988 kPO 2898 KPo

Sdve: V: 111 72/ioCl IV£/ 11 12111,.5211 71J-230· !) 1PillG/91H).~!IIH1-IGS/\iOR.<iNG/CWIIS/SOU iH/i. 39 .MOD. 01 - MHERING SK [0/ [SOHE IRlCSI0-1 33-J. a t- 396Sil -! 3l.FL .01/G - Wed Oec 9~ , 2213 - IS: 31 :ItS

TEST DURATION (HRS>

NOTES :

1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRI OGE ENGINEERI NG BEFORE INITIATING HYOfWTE ST .

2. HYDROSTATIC TEST PROCEDURES SHALL BE I N ACCORDANCE WITH ENBRI OGE SPECIFICATIONS FCS-814 (2811 EO . ) ANO CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION .

3. ALL HYORDTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR .

4 . ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.

5. ~ I NDICATES LIMIT OF HYOROTEST.

2012 CONSTRUCTION

'E& I EDMONTON (AB) TERMINAL - SOUTH 8 EDIIOIITOH TERMINAL (SOUTH> EXPANSION CSETl

AFE o 12'11111CB2 (LFU IDA!E o 19 JUL 12 BY : --- I'""' ---~ I'~ NOI SUBSEQUENT REVISION I DATE/BY I APPR

AeCDN RECEIVED &


I 17· Dec·2013

COM. .----1 94

INITIALS

~ M386/ 0- 138-3. 5-39654--lBLFL MATERIAL ISOMETRIC

cc:~cnttGIH ® !hi ~ dru ;ng ; , rhe tll"opet'ty :. f EN1r ld9t ~MI , ,..,, 1 "0 1 H reoroduce~ e ither ;,., 1110 11.,.,. '"' 1101"1 • irhoul pr ior Jl" ltlln cGflnnt of Enot' IG9t

EH6RIOCE PIPELINES INC .

11211 JASPER AYEHUE EDt! ON TON AlBERT A CANADA

EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 130

HYDROTEST ISOMETRIC



of 34AFI-AIW-M-0026 Hydro-Testing Through the Strainers

£YP§ 11ls

/

211 c~·ta N 21!

"l II

CON'T ON CON' T ON 111-61lii-0-423AF-112 Qlil678/0-131l-3 .81-SK1il67B--11JLFL w 31!9 .1135

1il-6ilil-0-422AF -1!2 Q11!78B/D-131l-3.1!1-SK11l76--11lLFL w 31!7 . 159 s 435.127

s 1135.1153 EL.684.7116

lil-231l-C0-3311AF-16

EL.6611 . 61l 3

CON' T ON 1iJ-6ilii-O-q21 TF -81 Q1iJ66B/0-138-3.81-SK11l66B--11lLFL w 31!5.649 s 435.126 EL .686.il37

IGH POINT VEN

.a 2~l ~ 3~~1--.6

;_l56o - 1• 3 a:-><:asoj--:a_-_ w 3811.671

~1,'l:,·::, -~-2Ji-:. ,, • a >il : J • II 311. 679 '""-"-"----'-""--'"'----'-''--"-' s 1134 . 996 EL.663.835

Save: V:/11721AC T!YEI1 112Zl452/i 79-2JZ-PTPHIG/611-0RAIHNGS/14mU<!NG/C\oiPS/S!J',HH/ i. i9 . 'IOO.Zl - 'tETE RING SK!D/ISOXETIHCS IFC/0-! Ja-J . Bt- 39655-HJLFI...OWG rue Nov 19, 21HJ - 15:20: :J

Y-143 NPS 16 PN 21!

.. ~ ... ";.,. .--. "\o-. ::• CQ~

T ON ta 230 C0·360A 0 -42 o ~5381~ t31l 3 a:-sKtasaB w 3e2.59e s 1134.996 EL .683 . 835

q13 ps; 429 ps;

A - A

2859 kP~ 296q KP~


275 ps; 393 ps;

.!_.__:)..' 199e kPa 2999 KPa

TEST DURATION CHRSl

ABOVE GRADE - 1. B HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION

BELOW GRADE - 4. 9 HRS STRENGTH TEST FOLLOWED BY q_9 HRS LEAK TEST

NOTES:

1. ANY OEVIA TION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING KTOROTESL

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITK ENBRIOSE SPECIFICATIONS FCS-IIq (2111 EO . l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3 . ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL INSTRUH£NTS PRIOR TO HYOROTEST.

5. i" INDICATES LIMIT OF HYOROTEST.

2012 CONSTRUCTION

"~ I EDHONTON (AB) TERHINAL - SOUTH ll EDHOHTOH TERHIHAL (SOUffil EXPANSION (SET)

"'' 12q11111C82 CLFLJ [0'"' 19 JUL 12 i!Y : -- APPR: --'">-- l'~ NOI SUBSEQUENT REVISION I DATE/BY l APPR

AeCDN RECEIVED &

ISSUED FOR CONSTRUCTION r--- 17-Dec-2013 I

COM. INITIALS

~ ~

H387 /D-139-3. 5-39655--lSLFL HATERIAL ISOHETRIC

CCPYR!CUI@) flli,dt'.t • if>9 i 1 r h•~DP!Jl'fy!ll f~r"id91andtM!I .-of 'ereprcCvecO ea~r i n -t~o lt r>r i n P"'"' •aho:.. t D!" l ot • r i l!tf'l eonnnt of fnot'i dl!l l

E!IIIIIOI:E PIPELINES IHC . 11211 JASPER AYEHUE

EDI10MTOH ALBERTA CANADA

EDMONTON (AB) TERMINAL - SOUTH

METER MANIFOLD 13e HYOROTEST ISOMETRIC

ORAWH

DATE



of 34

RFI-AIW-M-Q026 Hydro-Testing Through the Strainers

lv-~/516 c~s1~1

PN 211

I I

Q

-s, - :~

.a 210-- -339~ 0 -~< ~:a~93, JS-3 a:-s<.a~>3·-·a_-_ w 311.679 s 431. 796 EL . 683.B35

S-15

CON' T ON 19-699-D-433AF-92 Ql 969B / D- 139-3 .91-SK1969B--19LFL w 3119 .935 s 432.253 EL.684. 746

CON' T ON lil- 6ilil- 0- 432AF-il2 Q1979B/0-13il-3. ill -SK1979B--19LFL w 397. 159 s 431 .927 EL.684. 693

CON'T ON

NOTES :

1. ANY DEVIATION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYO'ROTEST .

2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS-114 (2811 EO.l AIIO CSA Z662 OIL AND GAS PIPELINE SYSTENS LATEST EDITION.

3. ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACT OR .

4. ISOLATE ALL INSTRUI1£NTS PRIOR TO HYOROTEST .


p~5 2i

6

~"-'":::-'3SOH6 PS 16 N 29

I

19-61!1!-0-431 TF -ill Q11J71JB/D-131!- 3.ill-SK1978B--111LLF w 395. 649 s 431.928 EL .686.1l37

PSV-1527 NPS 3/ 4Xl

""'l HIGH POINT VEN

::~ "r 0~

!a-2Ja cr 3,5A;-!6 ;:as6a " :Ja 3 a:-s<:assa-:a--.'w 3114.671 s 431. 364 EL .685.267

V-153 0 Gil APS 16 ~/ PN 29

~

' ;-

CON ON 19-239-C0-J6aAc-u2 J•aSBB/0-119· ].01-SK:058B--!0 ~

w 392 .599 s 431.796 EL .683 .835

2012 CONSTRUCTION

"& I ~DHOIHON ( AB l TER"INAL - SOUTH 9 EO!IOIITDH TERI!lNAl (SOUTHJ EXPANSION (SETJ

' "' ' 12'11ai1C82 (Lf ll [OM£ , 19 JUL 12 8"' : ------- [" '"'

-------c~ ~·~ NO[ SUBSEQUENT REVISION l DATE/BY I APPR

AeCON RECEIVED &


17-Dec-2013

COM II INmALS

~~ ~

M388/ 0- 139-3. 5-39656--19LFL MATERIAL ISOMETRIC

Co.:> YR!G~1 @ Th i s a- ,)' i"'Q ' ' 11\a orc=en t ' ' Eowrl e'g.e olrw:l shal t 1'\01 ' ' l"tprodue ld ' " ~fl" i n 11t1o 11 or ; n p.v• l ! :nOY I Ot"ior •r ll !tn eonnnt o f E~ i <l g l

EHBRIDIIE PIPELINES INC.

11211 JASPER AYEHU£

EOMOMTOH ALBERTA CANADA

,.--------------- --------------------------! EDMON TON {AB J TE RMINA L - SOUTH PRE SS URE TEST DETAILS METER MANI FOLD 13a

rS-E-CT_I_O_NrH-I-~-~~-~-~-U~-~-S-TrM-A-~-~~-~-~-U~-~-S-T~MA-~-R-o:-is-~-~T-t_N_GrM-I-~-~-~-ts-~-;E-E-ST-r~-~-r-~o-~-6~-~-~-~~----TE_S_T_D_U_R-AT_I_O_N _C_H-RS_l ___ _, HYOROTEST I SOMETRIC

ABOVE GRADE - I. a HR STRENGTH TE ST DRAWN 413 ps; 429 ps ; 275 ps ; 3a3 ps ; FOLLOWED BY VI SUAL LEAK A - A L~ • 3 INSPECTION/DETECTION DATE

BELOW GRADE - 4. a HRS STRENGTH TEST 2859 kPo 2964 kPo 1999 kPo 2999 kPo ~OLLOWED BY 4. 9 HRS

LEAK TEST

Sdve: Y:/l1 72/ o\ CTIVEI 1 1728 !1152Jl71J- 238 - PI? I NGie 1H lP.AWINCS/WORt<' I HC/CWPS/SOUI H/1.119 . XOil.IH - ~E I ERJ.HG SKIO/ ISOMETR I CS/!l-! J II -J . Bt - 39656 - Jet.fl . OWG - We d Occ Bl!: , 21HJ - ! 0 : J S:23



of 34AFI-AIW-M-0026 Hydro-Testing Through the Strainers

--~

I JB C~ 339AF-~2

CON'T ON 19-698-0-444TF-01 C19738/0- 138- 3.01-SK10738--10LFL w 311 . 538 s 428 . 596 EL.685.986

PSV-1617 NPS 3/4X1

HIGH POINT VE

~-~··a D .30-J.a: SKta493- taL~c w 311.678 s 428.596 EL .683.835

CON'T ON 1B-688-0-443AF-82 Q18728/0-138-3.81-SK19728--10LFL w 389 .835 s 429 .853 EL. 684.746

CON'T ON 10-688-0-442AF-82 Q18898/D-139-3.81-SK1889B--1BLFL w 387.159 s 428.727 EL.684.6il3

CON'T ON 18-230-C0-441 TF-81 Q18718/D-138-3.81-SK10718--1BLLF w 385.649 s 428.728

''-'"·"' / :~~---~-~~-~-1 -----{8!@'8~~~~~~---~-----., / / , "'o"'o~m"

~~-23B-;:-3'6~F-!5

, ~ ;:J5o3: :Jil 1.3!-5•<:3568--:a ~ II 38'1. 671

~ \, ~ VF~~-1~1 ~5 '128 .1 6'1 , [;;-, PN 20 EL. 685 . 267

'•f ,, • l . ~ ,,.·

COli ' ON 1~-23~ .~o-JsaA - ~2

c•asas'~ ·'30-3 a~ s•ta598 392.590

s 428.596 EL.683.835

':,-"'

-~

V-163 PS 16

PN 20

;. .- ~; :)·--

SECTION

A - A

MINIHUH TEST PRESSURE

q13 psi

2850 kPO

S.:.ve: Y:/ ll 72/AC1!YU li 722 i'l52/ll9-2JIJ -P!PING/IJ11-0R:AWINGS/WOIHCI .'IG/CIIPStSOUTtl/ l. 99 . 1100 . iH - I'IETERI~G SKIO/tSOHEiUCS/O~lJ B ~ J. (H~ 39657-l ZLFL. OWG - We d Doc 0LI, 21! i3 • 111: 37:!8


HAXIMUH TEST HAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME TEST DURATION (HRS)

q29 psi 275 psi 303 psi

.L.~ •3

296q kPO 19BB kPo 2090 kPo

NOTES:

1. ANY DEVIATION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYDROTEST .

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIOHS FCS-114 (2111 EO. ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3, ALL HYDROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

q, ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.

5. i INDICATES LIHIT OF HYOROTEST.

2012 CONSTRUCTION

"&I EDt!ONTON (ABl TERI!INAL - SOUTH 9 EO/!IJHTOM TERI!IIIAL (SOOTH) EXPAHSION (SET)

'"' 12q11111C82 (LFLl I"'"' 19 J\!L 12 SY ; -- ~ I'""' ,

---------c~ ~~ NOJ SUBSEQUENT REVISION I DATE/BY I APPR

AecoN RECEIVED&

ISSUED FOil CONSTRUCTION

1 17-Dec:-2013

COM II INITIALS

~ j.U H389/ 0-13S-3. Sl-39657--liiLFL HATERIAL ISOMETRIC

COi'VIiii,HT@ fhls dr" t in.; is T h tproper r y ~l ENll" • dg•~st>aP no t :lt r ""'odi.ICed tirhlrin •no•tor.no«'t•rareurpr ior •rilltnc;c;nunrofC:ntrr: <f91

Defi:IO~ PIPELINES INC .

11211 JASPER AVENUE

EDftDHTON ALBERTA CANADA

EDMONTON (AB) TERMINAL - SOUTH METER MANIFOLD 130

HYDROTEST ISOMETRIC



of 34

[] 11!-231!-C0-374AF-16 ___....-

Q11!57B/0-131!-3.1!1-SK11!57B--li!LFL W304.671 ~ s 433.847 ' EL . 6B2.935

;.-- ~-

w 31!4.671 s 431.36'1 EL. 685 . 267

)

,_;:,r NPS 16 PN 211

Hl-231!-C0-375AF -16 ~

W 3iN.671 s 428.164 EL .685 . 267

CON ' T ON 1B-6SS-0-756TF-B1 Ql0748/D-13B-3 .01-SK1074B--1SLFL w 3114.611 s 427 . 147 EL.685.9116

V- 162 NPS 16 PN 211

111-231!-CO-JSI!AF-24~

It )

I

[j

PSV-1637 NPS 3/ 4X1 PH 211

NOTES:

1. ANY DEVIATION FROM THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYOROTEST.

2 . HYDROSTATIC TEST PROCEDURES SHALL BE I N ACCORDANCE WITH ENBRIDGE SPECIFICATIONS FCS- 914 (2111 EO. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3. ALL HYOROTEST MATERIALS TO BE SUPPLIED 8Y CONTRACTOR.

4. ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.

5. cr- INDICATES LIMIT OF HYOROTEST.

2012 CONSTRUCTION

"£I EOHONTON (ABl TERIHNAL - SOUTH 11 EOHONTON TERHINAL (SOUTH) EXPANSION (SETJ

''' • 1241911C82 (LFU )""' ' 19 JUL 12 9"· ----- -,.,, ..

-----c~ I''~ NO) SUBSEQUENT REVISION I DATE/BY I APPR

AeCON RECEIVED &


17-Dec-2013

INITIALS

~ M398/0-138-3. 91-J9658--19LFL MATERIAL ISOMETRIC

Cot'"IUGn '@ ih ;s :tr il e i :'lg •1 ' "' ;>roper ty ) 1 (l'!or •C<Jt' il~d sl'l<!ll ' .,o t Je rrcrod...:eo r : •nt r ' n troh or in ~rl •.tfl~ul pt"ior •r "•ton eetl'nnl o' : nt~~ ; d gt

~NBIIIDGE EHBRIOGE PIPELINES IHC.

11211 JASPER AYEHUE

EOP10HTOH ALBERTA CANADA

,----------------------------------------1 EDMONTON (ABl TERMINAL - SOUTH

r---r:::::=::-:::-::-r----::------::::-:-::-r-------:-P-RE_SrS-::U-RE-::-T-E_sT---D--,ErT A_I_L_S--,--------------1 METER MANIFOLD 130

sECTioN MI~m~u~~sr HA~~~~~u~~sT HAxPRo:isWrG MINPNsAtuRTtsT ~mo~~~~~~ TEsT ouRmoN <HRs> HYDRoTEsT IsoMETRic

413 psi 429 psi 275 ps ; 303 ps;

A - A

2850 kPa 2964 KPa 1900 KPa 2090 KPa



of 34

HIGH POINT VENT

w 31!'!.671 s 'l'l'l.164 EL.665.267

.. v

~"~

w 31!'!. 671 s 'l'lll .96'l EL.685.267

w 39'!.671 s '!37 . 76'! EL.665.267

•-m? [j NPS 16 :;;•:,~ "'" J

11l-239-C0-371AF-16

PN 21! f 11l-231l-C0-372AF-16

~11!-231l-C0-351lAF-24

J~T.'~~l s '!'!8.'!11! EL . 682.935

,_., j NPS 16 PN 21!

)ave : V:/11-,2/P.CI T 'IEii!720!'152!!7Z-232-;)IO ! :iG/ZU-DRAWl!o!GS/W017 1' l'lG/CWPS/St)Ufi-J/l. 29 .,~0D z : - ~fifQi .'lG Si<fOI!SO~EHI:ICS/0·13 0 -3.01-39682-l eLFL O'.IG fue Oec '33, 20!3- li:e8 ·41

[J

w 304.671 s 433.6'!7 EL .662.935

) .. -~ -. _>_ .. ~.

SECTION

A - A

MINIMUM TEST MAXIMUM TEST PRESSURE PRESSURE

413 ps; 429 ps;

2850 kPa 2964 kPo


MAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE FILL VOLUME

275 ps; 303 ps;

}_:_l •' 1980 kPo 2090 kPa

TEST DURATION (HRS)

ABOVE GRADE - 1. 8 HR STRENGTH TEST

NOTES:

1. ANY DEVI ATION FROH THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYOROTEST.

2 . HYDROSTATIC TEST PRO CE DURES SHALL BE IN ACCORD ANCE WITH ENBRIOGE SPECIFICATIONS FCS-1114 (2811 EO.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION.

3. ALL HYDROTEST MATERI ALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL INS TRUMENTS PRIOR TO HYDRO TEST.

5. ~ INDICATES LIHIT OF HYDRDTEST.

2012 CONSTRUCTION

"&I EDMONTON CAB) TERMINAL - SOUTH ll EDHDNTON TERHINAL (SOUTH) EXPANSION (SEll

"'• 124111B1CB2 (LFU 1°'E· 19 JUL 12 BY: -- "1"0'• ------c~ 1">-No! SUBSEQUENT REVISION I DATE/BY I APPR

AecaN RECEIVED &


17-Dec-2013

__ C_~M_II_

94

INITIALS

~ H39BA/0-13B-3. B1-39682-B-1BLFL HA !ERIAL ISOMETRIC

The Associotioo of Proftssionol Engileers Geologfshl ood Geoph)'Siclsts ol Alberto

COPY!t!GHT@ Thos ~l'"a • il'lg ; s rn e il'"O'll&<'l'l" Gf £1'1br;'9e oli'IO sl'ld l i i'IOt a• ·~:-(I;)UCt'C ~it .~e r i~ •M rt o<" · n D~r · •i!hOCJl D<'lo r •~ i t•en c.m~ent o! :: nbl'"id~R

~NBIIIDGE EH8RIDGE PIP£LIHES IMC,

1S2111 JASPER AVENUE

EOHOHTOH ALBERT A CANADA

EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 13~

HYOROTEST ISOMETRIC

FOLLOWED BY VISUAL LEAK F===:..::::C&OLf.=:.=-=::__:2:._-+==_:;:::::::::::_.c=:::__--1 INSPECTION/DETECTION

BELOW GRADE - ~- B HRS STRENGTH TEST FOLLOWED BY 4. 8 HRS LEAK TEST /



of 34

w 302.590 s 441.396 EL.683.835

w 302 .590 s 444.596 EL.683 . 835

w 302 .590 s 434.996 EL .683.835

w 302.590 s 438.196 EL .683.835

w 31!2.590 s 431. 796 EL .683 .835

w 302.590 s 428.596 EL.683 .835

y

w 31!2.590 s 425.239 EL.683.835

,.

SECTION

A - A

HINIHUH TEST PRESSURE

413 psi

2858 KPO

PRESSURE TEST DETAI LS

HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME TEST DURATION CHRSJ

429 ps i 275 ps; 393 psi

~".? . 3

296q KPo 1988 KPO 2898 KPa

NOTES:

1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYDROTEST.

2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS-814 (2811 EO. J AND CSA Z662 OI L ANO GAS PIPELINE SYSTEHS LATEST EO IT ION.


q _ ISOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST.


2012 CONSTRUCTION

"~ I EOHONTON ( AB) TERHINAL - SOUTH 0 EOHOHTOH TERHIHAL (SOUTHJ EXPANSION ( SETJ

'" ' J2qi8BIC82 (LFLJ I"'E• 19 JUL 12 BY :

____ .,,,.,, ----~ L"'~

NO! SUBSEQUENT REVISION _l OATE/ BY_l APPR

AeCON RECEIVED &


17-Dec-2013

COM.

~ ;

INITIALS

AS

H391/ 0- 13B-3. 81-39659--18LFL HATERIAL ISOHETRIC

REFERENCE DRAWINGS

COPYA!~ IH @ II'•;, .:ir u ·,.g ;s ·nr ;N" D;><'r''l' Q~ ::.,~y,oqe ;tt>.a ~"'" ' , Qr ~• ~tpt'eeuc~o:l ~olf>llr 1n <l>QII ;:,r " p <1•· . ; T~" . .lU ' p~ ; o<> •- "!'If' :O">$.,, of (ntr •OII<'

~NBRIDGE EHBRIOGE PIPELINES INC.

11211 JASPER AYEHUE

EW10HTOH ALBERT A CAMAOA


METER MANIFOLD 13~

HYDROTEST ISOMETRIC



of 34

II 389.572 s 'I'W . 596 EL . 685.267

', ~ ~ ~,

... .l l"

33 . '" J a· II 308 .'198 ~~-~= s ljljlj,596 EL.685.267

CON'T ON 10-600-0-393AF-02 Q1061B/D-130-3 . 01-SK1061B--19LFL w 309.935 s '1'15.056 EL.68'1.758

SiNe : V: / ll 72 /~ CTI Y£/l 1 123! 4521 1 7Z-23Z -P ! P I/IGie'f -O~A\Ji:NGS/ '.I Oql( l NGt CWPS/SOU T Hit . 2 9 . ~00 . 11 I · :-!Ef ERIHG SK IO/ ISOXE. R!C S !;:"C / 0-!lC- 3. a !-39683-tiJLFL . DWG - Thu "tov 2 1 , 2313 · 8: J1 : 21!

SECTION HINIHUH TEST PRESSURE

413 psi

A - A

2850 kPo


TEST DURATION (HRS) HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUHE

429 ps i 275 ps; 303 psi

.!:.!. .3

2964 kPo 19SS kPo 2S9S kPo

NOTES:

1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYOROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATIONS FCS- 11'1 (2111 EO . ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .

3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR .

'1. ISOLATE ALL INSTRUMENTS PRIOR TO HYDRO TEST.


2012 CONSTRUCTION

"~ I ~OHONTON (AS) TERMINAL - SOUTH 0 EDHONTON TERHINAL (SOUTH) EXPANSION (SET)

"' ' 12'11991C82 (LFL) I""' ' 19 JUL 12 8Y: -- 1 .... , ----c~ LAP~


AeCDN RECEIVED &


I 17-Dec-2013

CDM. INITIALS

~ ~

H415/0-13B-3 .SI-39683--IBLFL HATERIAL ISOHETRIC

COPYII t GII l @ ! h ,, o:lra• i"9 i s · he yoper t y o f ~t:b<" i dl}e iiM sl'oa t l :w~ : lie ·eprcM t<l ei: Mr in •ho le 'r :npdr l f i iii:~U i pr 1 orrr ; I I I " CO<>tl!lt;:~f£r)(' ; d; t

ENBRIDGE PIPELIHES IHC. 11211 JASPER AVEHUE

EDMONTON ALBERT A CAHAOA


METER MANIFOLD 13e STRAINER TRIM DETAIL

HYDROTEST ISOMETRIC

QHl81B



of 34

• ! w 3119 .572 s '1'11.396 EL . 6B5 . 267

..

-: .:t [~

w 318. '198 s 'l'll.l96 EL.685 . 267

~I

CON'T ON 10-600-D-'Ill3AF-02 Q1063B/D-130-3.01- SK1063B--10LFL w 309.035 s 441.656 EL.684 .746

Sa ve : Y./llf2/ACIIYfti:721!l'l52/t19·230·PIPtNG/Zij·ORA\IiNGS/WORI<Ir-.G/CliPS/SOlJTHtt . IJ9 M00 .31- ~EfER!NG SK!O/!SOHE TIUCS IFC/0-130 · 3.31 - 39652-IIJLFL.DIIG • Fr--i <;ov 31, 2013 • i7 :25:35

SECTION MINI MUM TEST PRESSURE

413 psi

A - A

28511 kPa


MAXIMUM TEST MAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME

429 ps i 275 psi 3113 psi

.!c.l • a 2964 kPa 19BB kPa 2B9B kPa

TEST DURATION (HRS)

NOTES:

l. ANY DEVHTION FROM THE HYDROTEST PLAN MUST 8E APPROVED 8Y EN8RIDSE ENGINEERING BEFORE INITIATING HYDRDTEST .

2. HYDROSTATIC TEST PROCEDURES SHALL 8E IN ACCORDANCE WITH ENBRIOGE SPECIFICATIONS FCS- 1114 (2811 EO. ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3. ALL HYDRDTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOL ATE ALL INSTRUHENTS PRIOR TO HYDROTEST.

5. ~ INDICATES liHIT OF HYDRDTEST .

2012 CONSTRUCTION

"&I EDHDNTDN <AB) TERMINAL - SOUTH il EOHOHTON TERHINAL (SOUTH) EXPANSION (SEll

"'' 1241BI1C82 <LFU 1om , 19 JUL 12 , . -- , .... ?,, --c~ L'~ NOI SUBSEQUENT REVISION I DATE/BY I APPR

AeCDN RECEIVED &


I 17 -Dec-2013

COM II ,--I 94

INITIALS

~ H416/ D-13B-3. B1 - 39684--ULFL HATERIAL ISOHETRIC

DRAWINGS

::oPY!HGHl@ Tn;, or~• i ng i s the proaerty :~ 1 EI'IOI' •ooe 4n4 sna n no t tie re;veductd ei thtr in •l'o l e :>r i n PM" I 1 ifh01JI pr ior 11ri::e,. c:cnnnt Jf ~r>br i 090

EHBRIDGE PIPELINES INC. 11211 JASP£R AVENUE

EOitOHT~ ALBERT A CANADA

EDMONTON (ABl TERMINAL - SOUTH

METER MANIFOLD 130 STRAINER TRIM DETAIL

HYDROTEST ISOMETRIC



of 34

. ' w 389.572 s '138.196 EL.685.267

..

II 388 . 498 s 438 . 196 EL. 685.267

CON'T ON

- l

10- 6BB-D-413AF-82 Q1865B/D-13B-3 .81-SK1B65B--18LFL w 389 . 835 s 438.656 EL.684.746

Sdve: 'i: /!1 721s\C TI VEI >l 720 iltS21!Hl-nB - PIPING/0"·!H~ ..... INGS/Il0Ri<ING/CWPStSOU tH /1.09 1103. 31 - !o!ET£RING SKWIISOHEHHCS lFC/O-tJB -J.ai- 39652- l ZL ~"L.OiiG • Fri '(ov 31, 2Bl3 - 17: 25:35


413 psi

A - A

2859 kPa


HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME

q29 psi 275 psi 383 psi

.!!.~~ .3

296q KPa 1999 KPa 2999 kPa

TEST DURATION (HRS)

NOTES:

I. ANY DEVIATION FROM THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGINEERI NG BEFORE INITI ATING HYDROIEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE I N ACCORDANCE WITH EHBRIOGE SPECIFICATIONS FCS-Uq (2111 EO .) ANO CSA Z662 OIL AND GAS PI PELINE SYSTEHS LATEST EDITION .

3 . ALL HYOROTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR.

q_ I SOLATE ALL INSTRUHEHTS PRIOR TO HYOROTEST .

5 . ~ I NDI CATES LIHIT OF HYOROTEST .

2012 CONSTRUCTION

"~ l EOHONTON CAB) TERHINAL - SOUTH 8 EOHONTON TERHINAL CSOUTHl EXPANSION (SET)

A'Eo 1241981C82 CLFLl IDATE o 19 JUL 12 BY: -- · IAP?R o --'"."i-- lAP~


AeCON RECEIVED &


1 17·Dec·2013

INITIALS

~ H417/0-13B-3 . 91-39685--lBLFL HATERIAL ISOMETRIC

CoPYiiiGNT@) !l'l os dr.U i"9 : , Tile l)t'o:u~r l y of Enbr · d<}c 4nd t~~• r r 1'101 be t'ltfl""oductO tiln1r ·n •no l t 01' i n plln • ''h,~o! PI"'Or u·i :r tn :onnl'-1 of (I'IIU' i d~t

EltllRIDOE PIPELINES IHC . 11211 JASPER AVENUE

EDKONTOH ALBERTA CANADA

EDMONTON (ABl TERMINAL - SOUTH METER MANIFOLD 130

STRAINER TRIM DETAIL

HYDROTEST ISOMETRIC



of 34IHftl

w 3i9.572 s '134 . 996 EL . 685.267

•.

w 388.'198 s '13'1 .996 EL.685.267

CON'T ON

' l

1B-600-D-'123AF-B2 Q1B67B/D-13B-3 . Bl-SK1B67B--1BLFL w 309.035 s 435.456 EL.684.746

Sa ve : 'I: I\ i 72/ACT IVEI11120i~S2/t1Z- 230 - PIPiNG/'l 'I-QRAWINGSIWORKING/C\IPSISOU hl/l . 119 .MOD. :ill - HETERING SK IO/ ISOI1ETRICS IFC /0· 130 - J . iH - J9652 - l9LF L. miG - Fr ; llov \J ! , Z0l3 - t 1 :25; 35

SECTION MINIMUM TEST PRESSURE

413 ps;

A - A

2850 KPa


TEST DURATION (HRS) MAXIMUM TEST MAX OPERATING MIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUME

q29 psi 275 ps; 303 ps; .!L!. .3

2964 KPa 1900 KPa 2090 KPa

NOTES:

1. ANY DE VIA TIOH FROM THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIDSE ENGINEERING BEFORE I NITIA TINS HT01WT£Sf:

2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH EN1!RIOGE SP£tiFICATIONS FCS-014 (2011 EO. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3. ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR .

4. I SOLATE ALL INSTRUMENTS PRIOR TO HYOROTEST .

5. ~ INDICATES liMIT OF HYOROTEST.

2~12 CONSTRUCTION

'& I ~DHOHTON ( AB) TERMINAL - SOUTH 0 EDitOHTOH TERHINAL (SOUTH) EXPANSION (SET>

"' ' l 2'1!111C82 (LFLl !DATE , 19 JUL 12 av : _....---- I"".

------c~ ~p~


AeCDN RECEIVED &


! 17·0..C·201J

COMjl INITIALS

~ ~ M418/0-138-3. Bl-39686--lBLFL HATERIAL ISOMETRIC

COi'VIIt,nl@ Tf>i s Y~e i flg i s il'l pr O!Jir l y o f ~nbt" i d ge ~nci sn~ l l Ml tte ~eprod:;eed 1iTMr in .t~o l l ~ i r> p,.• 1 itnou1 pr i lr" • r ils qneonnnt of EntJ.o"id91

EHBRIOI:E PIPELINES INC. 111!:11 JASPER AVENUE

ED"OHTOH ALBERT A CAHAOA


METER MANIFOLD 130 STRAINER TRIM DETAIL

HYDRDTEST ISOMETRIC

QHl81.\B



of 34

' . w 399.572 s '+31.796 EL.685.267

' \

w 31i18 . '198 s '+31. 796 EL.685.267

CON'T ON 10-600-D-'t33AF-02 Q1069B/D-130-3.01-SK1069B--10LFL w 309.035 s '+32.256 EL.68't.N6

SECTION MINIMUM TEST PRESSURE

413 ps;

A - A 2850 kPo


MAXIMUM TEST MAX OPERATING MIN LEAK TEST APPROXIHATE PRESSURE PRESSURE PRESSURE FILL VOLUHE

429 psi 275 psi 303 psi

.!!.:...!. .a 2964 kPo 1900 kPa 2090 kPa

TEST DURATION (HRS)

NOTES :

1. ANY OEVIA TION FROH THE HYDRDTEST PLAN HUST BE APPROVED BY ENBRIDCE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYOROSTA TIC TEST PROCEDURES SHALL BE IN ACCoRDANCE WITH ENBRIDGE SPECIFICATIONS FCS-114 (21111 ED.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .

3. ALL HYOROTEST HATERIALS To BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL INSTRUHENTS PRIOR TO HYDROTEST.

5. ~ INDICATES LIHIT OF HYDROTEST .

2012 CONSTRUCTION

"&I EOHONTON (AS) TERHINAL - SOUTH 0 EOHOHTOH TERHINAL (SOUTH) EXPANSION (SEll

"" 12418111C82 (LFL) I""' . 19 JUL 12 8Y: ~1"'• · ----~ [~ NOI SUBSEQUENT REVISION I DATE/BY I APPR

AeCDN RECEIVED &

~~ED FOR ~ONSTRUCT)E_N.

17-Dec-2013

INITIALS

~ M419/D-1 3B-3 . 01-39687--!BLFL MATERIAL ISOMETRIC

CC?TIItGHT @ 1'>0" :1rou:"9 •S •f>e aropeH·f ~~ ~l>br•dg~ <IMI ~"tl ll nc : ~ct ~ ~proo~~<:ed a i r,.,.,. ;n u•o lt <:"" i n 11¥' 1 • i rt:o,,u or·o_. • ~ i l!t<~ cor>Ufll of £nor ioqe

EHBRIOGE PIPELINES INC, 11211 JASPER AVEHUE

EOI10HTOH ALBERT A CAHAOA


METER MANIFOLD 130 STRAINER TRIM DETAIL HYDROTEST ISOMETRIC



of 34

; J ~1 ~ ~

w 311!~.512 s 428.596 • , EL.685.267

w 3116 .'+~8 s 428.596 EL.685.267

CON'T ON te-6e0-D-443AF-B2 Q1B72B/D-130-3 .Bl-SK1072B--1BLFL w 3e9.035 s 429.056 EL.684.746

Sdve : 'l : /ll72/ACT I VEi t tl?.0lll-52/t70-233 - P!PING/B4 -0RA\oiiiiGS/~ORI<ING/CioiPS/S()JiHt'.Z9.:-<CO.Cl · 11ETER!NG SKlO/lSOHETIHCS iFC/0-13'a- J.Zt -:J9652 -1 9LfL.OWG - Fri No>~ 01, 2913 - 17:25 :35


413 psi

A - A

2850 kPa


TEST DURATION (HRS) HAXIHUH TEST HAX OPERA TINS HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE FILL VOLUHE

q29 psi 275 psI 303 psi

.!!.:1·3 296q kPa 1900 kPO 2090 kPa

NOTES:

1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIDSE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATIONS FCS-114 (2111 ED. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEMS LATEST EDITION.

3. ALL HYDROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL IHSTRUHENTS PRIOR TO HYDROTEST.

5. ~ INDICATES LIHIT OF HYDROTEST.

2012 CONSTRUCTION

"~ I ~DHotHOH (ABJ TERHINAL - SOUTH B EDI!CMTOH TERHIMAL (SOUTHl EXPANSION (SETJ

"' ' 124lit1C82 (LFLJ ID"' • 19 JUL 12 9Y: ------- "I"", -----c~ ~p~

HOI SUBSEQUENT REVISION I DATE/BY I APPR

I

AeCDN RECEIVED &


17-Dec-2013

COM.

~ INITIALS r--1 AS

Hq21fD-138-3. 91-61327--10LFL HATERIAL ISOHETRIC

CI!P'I'IIIG'tl@) TFiit 61"61i r>Q ' ' tne pro :~er : y of !:o~!'" i dge <l nd sl\41 1 ....,, be " l pt'O<M:I!CI li!hotr :n .no l l or on oc»r! • i H:CII,It prior tf'if!IM cons tl'll or EnbriC19'

EHSRIDSE PIPELINES IHC. 11211 JASPER AVEKU£

EMONTDH ALBERT A CAHAOA


METER MANIFOLD 130

STRAINER TRIM DETAIL

HYDROTEST ISOMETRIC




TEST PACK NUMBER: HT-009A: Prover loop Connection to Manifold 130 Surge

Relief Assembly

D-815-3.01-SK897B-1-10LFL/Q897B

D-815-3.01-SK899B-1-10LFL/Q899B

D-815-3.01-SK900B-1-10LFL/Q900B



of 34

-

11 U U

CON'T ON 18-230-C0-6~5BF-2~

Q898B/0-815-3.01-SK898B--10LFL w 325.628 s ~31.294 EL.683 . 200

CON'T ON 10-238-C0-651BF-16

10-600-0-322AF-0~

Q901B/0-130-3 . 01-SK901B--10LFL w 324.280

/ s 431. 29~ EL.6B2 . 669

IIIGH POINT VENT

,.)

CON'T ON ~~PS ~ f.t-J:o09

10-60S-D-322AF-04 C9018/0-130-3 . 01-SK901B- - 10LF w 322.066 s 431.294 & EL . 682 . 669

SdYe l 1 :"!1 17UAC lYE/ ll12311f5l/J Ja - CJ 'it - PJP[NS/ 9q - oRAWINGS/WORI([NC/CkPS/SOUTH/l . 39 . M. 'aL !1£rERJNC - INIERCO NHECT!NC 6- lNCO~l"'C/fSOHETRfC/0 · 815 -3 , 1i1J -396 1J-l2LFL.OVG- Tue Feb 25, 2S J't - 9 :116:'1'-

{~~ss~ VENT NC

I

., ,~ 4 \

a .<t~:~ CON' T ON l0-230-C0- 310AF-16

V CB96B/O-B15-3 . 01-SK896B--10LFL w 319.085 s 431 . 294 EL.683.200

I ~

~P Pst ·· ... · s ts -~s~6

~ Se


SECTION HINIMUH TEST HAXIHUH TEST HAX OPERATING HIN LEAK TEST APPROXIMATE PRESSURE PRESSURE PRESSURE PRESSURE FILL VOLUHE

188B psi 1123 psi 728 psi 792 psi B - B 8.8 ••

HqB kPa 7738 kPa q96B kPa 5q55 kPa

TEST DURATION (HRSJ

ABOVE GRADE - 1. B HR STRENGTH TEST FOLLOWED BY VISUAL LEAK INSPECTION/DETECTION

BELOW GRADE - 4.8 HRS STRENGTH TEST FOLLOWED BY q. B HRS LEAK TEST

NOTES:

1. ANY DEVIATION FROH THE HYDROTEST PLAN HUST BE APPROVED BY ENBRIOGE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIOGE SPECIFICATION FCS-Bl~ (2811 EO. l AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .

3 . ALL HYOROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.

~. ISOLATE ALL INSTRUHENTS PRIOR TO HYDRO TEST.

5. Cf" INDICATES LIHIT OF HYOROTEST.

2~12 CONSTRUCTION

H3~8A/D-815-3. Bl-39613--IHLFL MATERIAL ISOHETRIC

REFERENCE DRAWINGS

AeCON RECEIVED &


~..Jun-2014 COM • INITIALS ~·- ~-~-

NO REVISION APPROVE CCP"QlG!lT @ IHJS ~11/lloiC JS fll( XIQI>fRTY Cf EhtiU!X;~ .t.~D SM ALL 1101 &~ IIEP~OO\JCEil

EITH£il IH II~ E 0-~ TN P.l.~T Wl lllOIJI 1'11101 ',lq iTfE~ CONS.rNT or HI!.IHDCt

811RIDCE PIPELIHES IHC.

11211 JASPER AVEME

OIIIOIOIOH OlWIII ~"""'01

EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT ANO INCOMING TRAPS HYOROTEST ISOMETRIC

DRAWN HY I ZS DATE B6 FEB 1

QB97B



of 34U.UJ I

I VISUAL LEAK l ~iSPECl'f(jr<{TO Bl:"i"~FW"O"IliJEif IN THIS LOCATION ONLY DUE TO 24" x 16"

I CONCENTRIC REDUCER REPLACEMENT REFER TO HT-009 FOR ALL APPLICABLE HYDRO _l_~_Q_ATA BEYOND THESi_ TEST LIMITS

I HIGH POINT VENT 1--

Sc1ve: V:/1112/ACT (Vf/ll l 2iH II52/119-2Ji-P I PI NC/84 OIUWI NGS/\IORKJ HG/CWPS/SOU T/1/i 39 H 8t • ~E t!AIHG - IHT ERCONNECHHG & IHCOHIItG/ISOHHRIC/0 -815 · 3 81-J9l81-l8LFl, O\IG - fue Feb 25, 20tto- 9: 11 Z:2l

PUHP OUT 2

~

' 6 0

"'

51!

NOTES:

1. ANY DEVIATION FROM THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDGE ENGINEERING BEFORE INITIATING HYDROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-Bl~ (2111 EO . ) AND CSA Z662 OIL ANO GAS PIPELINE SYSTEMS LATEST EDITION .

3 . ALL HYORDTEST MATERIALS TO BE SUPPLIED BY CONTRACTOR .

~ . ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.

5. C1' INDICATES LIMIT OF HYOROTEST.

MJq9AfD-BIS-3 . 8!-39311--18LFL MATERIAL ISOMETRIC

REFERENCE DRAWINGS

AeCDN RECEIVED &

ISSUED FDR CDNSTRUCliOM

j 12-Jun-2014

COM II INITIALS

~ ~ NO REVISION APPROVE

tO~I'II:t CHT @ THJ~ l»> AIII IIC IS rll[ PQDP£1tTY 0!'" £18 Rl0&[ A~D S~.ll..L NOT 9E REPIIOOOC(O EIII€R [M IIHOI.£ 0A l M P-'AT II HMOOT PIHOII II!!ITTENtOII~ "EI 0' Eli~lOOE

~·ICC( PIKI.IIlES l!O: . 11211 J~SPER AVEMJE

rotiO"TOH ALBERTA CANADA

,-------------------------------- -------1 EDMONTON (AB ) TERMINAL - SOUTH ~-~----~---~----P-RE_srs_u_RE_T_E_ST_O~E~TA_I_L_s __ ~-----------~ INTERCONNECT AND INCOMING TRAPS

HYDROTEST ISOMETRIC

1881 psi 1123 psi 721 psi B-B

7738 kP•

792 psi

TEST DURATION CHRSl

ABOVE GRADE - ~O~L~~EgT:~N~i~ul~S~EAK }-'OC,AA::'II!I-'----:'-:H.:,Y 0:/c:=ZS'::---F_;.:,-_,::;::--+:.:C::=----":= =:-----1

BELOW GRADE - ~~~p~~~I~~~~~mT~~~T r0"'ATE~_::B:_6 ..:.F.:::EB:_:_lq-'-'=:;;_-='------'=='--='---r-·----1 FOLLOWED BY q,B HRS LEAK TEST

08998



of 34

ECC .;;::. ~OT

CON'T ON 1B-6BB-D-659AF-B4 Q925B/D-815-3.01-SK925B--1BLFL W 298.U2 s 421.737 EL.682.669

Sdve: V: / ll 72/ ACTI V(I l t1201'1S2/ Ll0-2J9- PIP ING/ i!'4 -0.RAWI "tGS/WO RK IHG/CWPS/SOU f H/l.il9 . H 31 - ,.(1[fHNG - UH ERCON ... ECTING 6. INCOtfH4C/ISOHHR IC/ O-Ol S-3 . 1H-39:J9l -LILFl . OMG - " ed Apr :le , 22111 - 13: 26 :26

HIGH POINl ENl

CON ' T ON 1B- 230-C0-65BAF-16 09B1B/D-B15-3.01-SK901B--10LFL w 295 . 196 s 421 . 737 EL.683 . 200

1B8S psi B-B

7448 kPa

1123 psi

7738 kPa

PRESSURE TE ST DETAILS

TEST DURATION (HRS)

72B psi 792 psi ABOVE GRADE - 1. B HR STRENGTH TEST

FOLLOWED BY VISUAL LEAK 8. 4 • 3 INSPECTION/DETECTION

BELOW GRADE - 4. B HRS STRENGTH TEST 496B kPa 5~56 kPa FOLLOWED BY 4. 8 HRS

LEAK TEST

NOTES :

1. ANY DEVIATION FROH THE HYDROTEST PLAN MUST BE APPROVED BY ENBRIDSE ENGINEERING BEFORE INITIA TINS HYDRO TEST.

2 . HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-SH (2111 ED.) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EOITION.

3. ALL HYOROTEST HATERIALS TO BE SUPPLIEO BY CONTRACTOR .

~ . ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.

5 . cr- INDICATES LIMIT OF HYDRO TEST .

2~12 CONSTRUCTION

M349B/D-B15-3. Bl- 39312--lSLFL HATERIAL ISOMETRIC

REFERENCE DRAWINGS

AeCDN RECEIVED &


I 12-Jun-2014

COM# INITIALS ~- ~

NO REVISION APPROVE

CO;>fJHCKf @ ltHS C!IAWI~ {$ IHO: PRD,(RlY OF L!.aUOt:.C ' NO Slt.lll !riOT BE QEPROOOCt O EITio'£1t IN lill i). E OR I ll PUT ll ll HOUI I'RJQ.l W~JITE III C'())j&[ Jii T Of E~U{{)(;[

'i}NBRIDGE EN8RIO$E PM LINES IHC.

11211 JASPER AVENUE EDttONTOH ALBERTA CANADA

EDMONTON (AB J TERMINAL - SOUTH INTERCONNECT AND INCOMING TRAPS HYDROTEST ISOMETRIC

OR.\1111 MY I ZS 0.01( B6 FEB 1

Q9f110B



of 34

(

(

(

AeCON HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST

TEST PACK NUMBER: HT-013: PSE-1026/PSE-2026 Drain Lines

D-130-3.01-SK907B-1-10LFL/ Q907B

D-130-3.01-SK925B-1-10LFL/ Q925B



of 34

(

(

(

111111

t ( (

~ ' ' \

CON'T ON \ 10-230-C0-651BF- 16 '\ 08978/D-130-3. 01 -SK897B-r-..:.1:::0L:F_:L-{jf]ill:tif~[fj~IJ '-- '- ~ W 324.280 HIGH POINT VENT \ -s~1.m ~ EL.682 .669 \.~

~ \\ I• -~ I --\____

\_\

( CON' T ON 10-230-C0-651BF-16

I Q8978/ D-130.3 .01-SK897 --10LFL ) w 322.066

s 431. 29'1 > EL.682 . 669

\_h._ ...__.A.__/'._

HIGH POINT VENT

( CON'T ON 10- 230-C0- 310AF-16

(

\ 08968/D-130-3. 01-SK8968--10LFL w 318. 035 s '131. 29'1

> EL.682. 713

HIGH POINT VENT

~ - .... \._""

\----. \_\______

\\.

Sdv• : Y:/ 1 112/ACTIY£1!112~1•S21t la· UII·PJPli\G/BQ-CQAW ihCS/IlORICIMUt'otP$/SOUIH II .I9 .M .a J • M.[J£Rl~C • JIH£RCQI,\ECI1M:: & lt.CCIH trC/I SC:!HRIC/AUX lloi!E/0-UI!-3.1tl - 396ll! ·lel.FL.O\lC- T~o~e r.b l S, 211l lt - ll: l 2:51

v ~,

\ ) \ )- ,,...-.,

~ ) )

A1( ) ~ : ~

\

CON' T ON ) 10-600-D-316AF-04 \ 09098/0-130-3.01-SK9098--10LFL \ w 31'1.681 s '130 . 812 EL.682.329 \,

I ~ "-.._ ,_ '-- ---,.._./' ._ "'-~ '· -·~_/

SECTION HINIHUH TEST HAXIHUH TEST PRESSURE PRESSURE

413 psi 429 psi

A - A 2B50 kPa 296Q kPa


HAX OPERATING HIN LEAK TEST APPROXIHATE TEST DURATION <HRS) PRESSURE PRESSURE FILL VOLUHE

275 psi 393 psI ABOVE GRADE - I. 9 HR STRENGTH TEST

FOLLOWED BY VISUAL LEAK 9.1 •' INSPECTION/DETECTION

1900 kPa 2999 kPa BELOW GRADE - Q. 9 HRS STRENGTH TEST

FOLLOWED BY Q. 9 HRS LEAK TEST

NOTES :

1. ANY DEVIATION FROH THE HYOROTEST PLAN HUST BE APPROVED BY ENBRIDGE ENGitiEERING BEFORE INITIATING HYDROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORDANCE WITH ENBRIDGE SPECIFICATION FCS-914 (2011 ED. ) AND CSA Z662 OIL AND GAS PIPELINE SYSTEHS LATEST EDITION .

3. ALL HYDROTEST HATERIALS TO BE SUPPLIED BY CONTRACTOR.

4. ISOLATE ALL ItiSTRUHENTS PRIOR TO HYDROTEST.

5. ~ INDICATES LIHIT OF HYDROTEST.

2012 CONSTRUCTION

H355/D- 13B- 3.91-39629--10LFL HATERIAL ISOHETRIC

REFERENCE DRAWINGS

AeCON RECEIVED &

ISS UED FOR CONSTRUCTION

I 12-.Jun-2014

COMM INITIALS

~ ~ NO REVISION APPROVE

C'OP'I'AlCMI @ IHIS 0Ulllt.C IS f P.f ' 1!01EIIIT Oi ( 1.'3.1110';[ l.•O S~All t-01 I( lllPIIOOUClO ( lUlU lit YIQ.( 011 I~ PUT III IMOI.If P~ICR VH TI£.11 CO.\Slltl Of WIII IIXE

'tJNBRIDGE

OBRIO' E PlPEltNE:O INC. 1121J JASPER AVENUE

EDKOHf OH Al&EitTA CANADA

EDMONTON (AB) TERHINAL - SOUTH

INTERCONNECT AND INCOHING TRAPS HYDROTEST ISOHETRIC

DltAVN HY I ZS DUE 07 FEB I

09078



of 34

( CON' TON ~ 10- 230- C0-652BF-16 0900B/D- B15-3.01-SK900B--10LFL w 298 .102 "'-s q21. 737 "'-EL.682.669 ~-

(

(

CON'T ON 10-230-C0-658AF - 16 09018/0-815-3. 0 1 -S~01B--10LFL w 29q.131 s 421.737 EL. 682. 713 ....

-~~· A .,_

HIGH POINT VENT

CON' T ON 10-600-0-669AF-0q 0928B/0-130-3.01-SK928B--10LFL w 289.730 s q2q.sqs EL .680 .836

A - A

2850 kPo


TEST DURATION (HRS)

275 psi 383 ps i

1900 kPo 2090 kPo

NOTES:

!. ANY OEVUTION FROH THE HYOROTEST PLAN MUST BE APPROVED BY ENBRIOGE ENGUIEERING BEFORE INITIATitiG HYOROTEST.

2. HYDROSTATIC TEST PROCEDURES SHALL BE IN ACCORUANCE WITH ENBRIOGE SPECIFICATION FCS-Bl~ (2911 EO .) AND CSA Z662 OIL ANO GAS PIPELINE SYSTEHS LATEST EDITION.

3 . ALL HYDRDTEST MATERI ALS TO BE SUPPLIED BY CONTRACTOR.

~- ISOLATE ALL INSTRUMENTS PRIOR TO HYDROTEST.

5. f INDICATES LIMIT OF HYDRO TEST.

H373/0-13B-3. 01-3963B--IBLFL MATERIAL ISOHETRIC

REFERENCE DRAWINGS AeCDN RECEIVED &

I SSUED FOR CONSTRUCTION

I 12.Jun-2014

COM . INITIALS

~ ~ NO REVISI ON APPROVE

COPf ,IUC.I!I @ IHISOAIW!Jrl: IS lll[ t ii:(P£1t lf 0f h11lll);:£ ••tCISk.U.HOI ItUPROOIJCEO fll~l I ~ lo't(Jl[ 0~ Jill PA'U 1111JIO..SI Pll tO.-: lo'UfTE\j CC~EHT Or ("~ IOU

'&JNBIIIDGE

EHBRIOGE PIPniMES IHC . 11211 JASPER AYEHUE

£0HONJOH At.IER1'A CANADA

EDMONTON (AB) TERMINAL - SOUTH INTERCONNECT AND INCOHI NG TRAPS HYOROTEST ISOHETRIC

HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST

Documents

Transcript of HYDRO TEST PACKAGE ISOMETRIC DRAWING LIST