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E. :° G 4 0.O T G a E N g y N a.0 uEd E u L 0•G �..3 u u 4-. .0 o.a " W 0 °• N a. .5 m u °. 111 2;�a ti • 2 !+ <1 2 .-& v,,..„ a g ' ° • y 6 8 c d1 dG 9 O q O Q. 0 O-8 e U 'c0 0« G 'ii 'vL S u mG f N°•yoG°8 r) a§ w a za m5 E:a,o C 2 G Co:• aN$ J C3 O ' G N G� c 4N� u O� 9. L13 «LH.•�CfL'Y CE u LN N . - a d • re 0 c a u. H Yf>o 0 yN215y 5CL 0� o 8« mx. N o N .3 r v t o a °y 8.O E 73 u w 00 E.. e7 £ v uE m O 1.. O G N Yn •p O 1. QC G y'p E 0.., O.. : O 11) 0SGG ..] C W ° ' tin, W al'KG O e «atea O N,v.05 « o.• c,O p o0Ao .:. .c N 0 C-0 1.3 15. 8 2« O u.O O G G P4 A G PICU). ...i N N ''"- t «:N" 0 2, a ° 0 y W G o -o c 40 G O 0 a N y0 - Cy G G N - o .08p 0tl m.. cu 2 0. T.o C N U N 7 9 O S t0 b' W v 0Nc o 0�{ 4+ N O a o �J. y J Pe C.:ty p Erl N u O r)a o �U .0 O G v A O 'Ci U .J. o - N T° P O y. 42 CD 4 -52.. O O N T b 13a8 „ o O O N }` a Ca, a C4 CA EnCana Oil & Gas O • p 0 G 0 cc` 17 1o as O 'a 24 en u 442 ,--1m 6 O o (612 0 • .1 o 5 T E w 4 • 2 t0 • 0 o • M > • O • Q A o ' O 3 a 8 C3 g8' ^-8 Ic aid State and Co A 0 0 MY COMMFSS 04 3 0 F ROAD RIGHT-OF-WAY DESCRIP110N A 00'. MAE MGHI-CE-087.30 ON [ACP SCM, 0 010 00100440 DESCRIBED CENTERLINE. 660480 AL A POINT TR TME 59 1/4 N0 1/4 0'i SECTION 4. 189 6699 611 PM MICH BEARS 8081000'W 1$7075 mom ME EAST 1/4 CORNER OF SND SECTION 6, MENU N6255'IIt 94.4M THEHCI MOND A. 0485£ TO 111E LEST: NM A RADIDS Ci 12900''36'0 A LENGTH 0- 65.13. )HENCE 642 '33111 22.05' T0: A COINS 111 THE 5P 1/4 NE 1/4 01 SAID SEMPON 6 YMIM BAMS 648415'16'* 1559.52' ERON ME EAST 1/ %ROM CM SAM 5E0II061 6, WE 50E AWES OF SAID DESCRIBED RIGNI OF WAC 80140 SHORTENED 00 E.CNOATED TO 4E17 114E GRANTOR'S PROPERTY WEE, DAM OF 8E4MG5 15 A GP.. CGYRS'ATON.: CoNTAIN5 02.36 80661 NONE OR. 455. NE 1/4 1/21 SeeSor. L',. a9 or PSOPSW R540 FYGVF or-wAr, 519 (46864 EA tq+dsw0.u. w+U *away 441 PINPOsro dog 6G? or -fur 514 0K4 l.t cmos 8e9 Sec., 6 CenleYIMe o/ Proposer/ Rood ROM -or -Ku,' NOTE: 060A'NINC STA 0+00 GEARS N883900'W 187175' 0004 101E FAST 1/4 CUTTER M SECTION b 785 R969 1111 P.M ENDNG 510. 2469 64 BEARS 144318'* 1507.52. 08000 ME CAST l/4 CORNER Of 5EC1100 6. IDS: 09616. 656 8.64.. 111. SE 1/4 SURFACE USE AREA --PROPOSED PIPE YARD Cm14Yis 21.154 Anes 0 EnCana OIL& GAS (USA) INC, LOCATION SURFACE USE AREA Se ROAD RIGHT-OF-WAY ON FEE LANDS -i -- —1 — NW 1/4 (For PROPOSED PIPE YARD) LOCATED IN SECTIONS 5 & 6, TMS, R96W, 6th P.M. GARFIELD COUNTY, COLORADO 1110 (41-0)uI0) .34 sh,. I t INT 2r SANT owe. NA S* Ph .l Rev. SPECIALTY RESTAURANTS CORPORATION. 1/4 AILm fn Sec, 5 RICHT-OF WAY _ LENGTHS PROPERTY OMIER 1111 ACRES ROCS. max Rsr A 6011000, 189.64. 0.236 10.281 6.'44 PP.4' 88515 OF. BEARINGS BAS5:0F 8 AR1805 I A CPS. OBSERVATION. A.. ACTON CORNERS 1.002110. R a b 1—mor SCALE SURFACE USE AREA DESCRIPTION. 6E0NNMG AT A PONT M 101E toy I/4 56 1/4 CC SECTION 6. 185. 096*. 6111 PN 1062804 BEARS S661535'W 1381.23' FROM THE EAST WARIER 004810 OF SAO SECTION 6. HENCE 1236'3407'W. 46109. THENCE 05511'24'1 1995 24 MORE OR LESS 70 THE 1857 LINE 01 SAO.5ECIRW 6 RISME 1655312411 532 76: 010406 5342056.1 27151' THENCE 15014'20'W 73354 MARE OR LESS 10 101E EA57 UNE OF SA10 SECTION 6; THOME 55114'20'W 1701,2P TO ME PLANT 61 BEC0NNING. BASIS M SEAMS 15 A OP OBSERVARdi. CONTAINS 21,154 *6419 MORE M LESS cxa �.z • 5'1 • • To be inserted upon receipt. To be inserted upon receipt. CONSTRUCTION SPECIFICATIONS L: gas cVi -14 iC. r r FT �r'w'�,` 'ilk w >, %; Yt }k3 Lir S,;v; c _ +4 4...57 4 1- 0 z w ® 0 H W c) ✓ z a. Ex O w z co < J U LJJ O a.V Li_ a. w w z z a J to w m a J a. 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O *a73 O(Ci1 7 m• N m Q N C) c} N O U CZ N �- m U N° w y o° vm Za0) yo >>masm mo•° om 0 c.0 (� m (°n m' �.o m- 0 ai o° '-w ° 0 ="� 00 ? 0 a O O d O 3D.o co 9 c- -, N a y d� Om ° m v ° d 3 v 0 �m N 3 cova) as,< 3 73 3 0 D ZNn> a. ET 8 3 D >:N •� �• 0 0 'O C) N j S 0.> . -S0 0 0) 3 6' D Z m N to D -. m C) 0) O O (D 3 m m N N O ,N„ "° Z { O C Z O r N n C 17 0 3 n v M 0 m y Zzwd 0l (DD �'=' 0� m c w m a5 a. 0° -{ ° A 0 ° ° Zn c :7i 5.N c 0 -I s c...03 0 Kea 3- co o m sv m a° �'o �co 30 (o F �� 3 F.13 0 a a•m (ow,� sD)o av6 a- oc)e,0v0 0o* D 6 CDED c 3 apo a a > 0 N cmi 0003 03 m�o3 O o E0„.77 Boo ° Fr, ° j ��N s< 0- �, u � � 0 0 �c ^V in - v �o a c00 mo (D N ti7(C _ o 33.s3 m 0 3�v N= °�ov3 �3c� mN N wf�<. (p 0 ED 0 O ° N (• N d a N • O] 0 -a O z 0 a N O O N A. Q m 3 0 .. "' a X "" C O �. = H N 0 C) S C) .. N C) 0 0 m O O C (D 7 7 3 61 _a O 0 7 C) m 0 0 Q 7 y 7 O N M (° (° O n m N N 3 (D co c -° a 7 (° - N W N 9° Z O y' a m �.�' O O (On C O O 0 3 7 00 w C) -< >. --„ C) O 7' S O S 7 c) N (3 O c. ? .+ 0il) 0 a �' - N m O O N m (Dv m a 7c m U « (7.; O y� n un :1 SNOIIVOIJI03dS NOI.OfRU1SNO0 3NIl3dld 8£ l 10 6 abed PIPELINE CONSTRUCTION SPECIFICATIONS N >- 0 O U O 2 Q N N c N (a E0 O 0 Q. 3 Q CO N N 7 a7 O ` a O N N CO Y Y > CO n ) c 0 L 0 U > C• - -J C 0 o t:12c O Et Et c C as •0 4) E 0 N 0) 0 o) � boa N 0 O CO 0 •E 0 r N a) O > ? o as 00 N dE 1)) Q - L 0 N OCe0 §O FU Z 0 O 0 o L N F 0 L°E -g f7/) 1.10 RIGHT-OF-WAY AND APPROVED WORK AREA O 0 0 .w N' C 7 E° N L 4— uj a ..L. -cal ) N N fa .0 a N T C O O O "" Oa 0 0 0 N c O CLL U CL O °_ o Y >` •`• 3 a) U O° 0 0 -° a1 L .0) N 0 C U L --,.E) 0 -0 a) 3 N > a1 N@ 0 L r • r L O .°— 0 a U J of U -}--6, CD C i O 0 'O r co a) C F a a N N N Q 0 0 tr.) C i CO Q° O° L LL O' ` O N a3 c 7 N as 0 0 0 ` N J Y C N �=LE --Et ocoo` X20 �o� °�avicc t�000w 3 c 2 c o 3 0 w N0.0 aa))`•- 0`) oc c 03 5 0 3cc 3 u c C c ° o a• ai v° c c co o c 0 c o11 c ° 2 • a) N.7�L a° L O tuY O O a) O N O N C 0 0 .L... O L ` N— N c wU ` N — 3 N_c O) U L O L U co U 3 Q CO 0 C O O ._ 3 0 N> C 0` L` 2 m` 3 ca 0 `O - E -o o o U T C N 0) O O a) '.f>—. U 01 a N- CO". a) Z.0-00 fes/) N C O. w N N N T 01 w .. a) N 07 v) r6 0 Q' 7 ° o Q C O a) N o = 0 015 - a- z mo c c o U Q m c E> y m a} mea a C"_.>_ U - cU c 0 )0 °)Uw ° m w y o 0 m cd CD a) Q v q U m � 0) N U(� O) LC O c O T Ng 'C O .o-. L Com -° N a U 7 L° O otg �f6 111:1 ooa�c..wo Z pop0 6-o} OO �O)cZ UoU .-• 0coma 0aico c aNi° 000 • �ao.w�cZO� r v7 E0 QFN c Edo a�oocErn !ia:rnc O L a) C'—•� • 0 c .. — Ca 0 Oa f`6 0 a) y0= 0 N C O_0°_ O C7T0m7 Up • Q¢°m0 m�°m�'°of0c0iEaowas�cE°° > C N,_ C .° Q r Q 0 N -° CO N> co_ N N Q a. a) yC O N c` N 0 7 O ' aai o c 0 O 0 u) c 0 ct w a) w e cc N c c 0 Lt: v ,0 o n Qc o o22 �NyE 7.3 c;>y-0 O o-0 o'`O° OF ONQE3 2 0 1-5428 m ° -O Q Q C +-' O C a) U w, 0 N ii as 0 U a) U '° U o 0a —o7.� Q03 0. �QE 2 0 g37°�� "N CIS } CO O O L RS U CO O a) Oi a) a) F Y .D N O).N F z' N r a) - N w :2D L0.L-.co 7> .CD 03 N C' a)a)N L0Q• °y�Yy0)° o- 0'-p'0m om0OoccNN= p°)IL-N 0'E��03 3c• =m �CCc UoN UU• a UE.�w00 U�00asO—_ O a) NN 0cN o0 a) 0 F F N N 0) C NU• Q Qc0o ci) o Foo- Fmc H 0,o UUm Haa)`a)§U4.114 `as O L 7 c ✓ E 7 NL« 3 0QQ 'O V N In 0 >� CO OFF a) F- 3 o flE o 0 ti .cN> �Opa?c �a0 d (5 ��0E00> 0�c�pL al • f• n N 3 r a) a) Q U U 0 U r 0 ., r 'c _ r ` c o a) L 3Q°UUa7 70N�UFp N (D ‹� -0.- y D) y S •- N �1 0- -O S N - N 0 -oQ< N (D i -I Rl m (D N a j 0 D) S N N N y N a a N XIM. 7- <- -s y<= O 5' N CD -,a Cm a N 7 �. a • m a 01 D 0 oZ. C0 co -I 0 0 5 , -o S O .S --IZ CO 208 �� 0) m N m o Zz ( Cy -07] 0) �,< -. X03)(0 00 an a 0 x� 0 m W � a0 5 020,00 2z O 0) N y 0 0 0 N O0 mom 0-I C_S-n a D) o o a 3 7, -,N moo CD ynO m0. N_ N N? CA a O Sy0570 y -,oy -. , m`60i 0 —c -1m a D o 5 C l O n C C D) n A 7.' .(% � •y 0 0 N 08°R N y O O =00E 5C0N 0 0 7 0) Z 0 co co"O CD (7 N O Z y Dl i 3 O a 7 m S: Z y Z d, 0 D) > _7 CI) U y 'o y 7 C VJ > y 77 fD y a 0 0 0 n N a a -1 �, CD 7 0 y (7 O O WO a D) W' F f0D 0 Z N 'O 0 -I 3 CD m A� . m v_ =;(° 0 3 y o OO 02 (D l y „(p. 7 7 n_ a C Z N 7 3 a .S y N 6 N 0 0 7 a (v(1 N �. N N 0 „- U S N (D 7 2 S 7% C N N �, (Sp ( 0) (D 0 U 7 7„ 0 .. y "O N no (D F 2 aX m 5. 73 0 5' n o v a O O 0) . -0 3 0 N° 0 c W N (° 2 g -I O < y O C y -< 7 0 o 0 N Z 7' .. ..(D! N (D O y (D s a C < y 0 N � Uy ,� N O 1 N '^ 0.O 0 y O N N (D O (� S r 7 S 7 On 0 S� - 0 ao < cn wymo• - o za m y�?c N U 0 3 0 S -0 C_1 .O. ��m m CO 0) 0 �. a -y7 c•% . N 7 0. C (D -i 5 U 0 -,12.. D) 7 _. o 0 a N 735' co(D N C D) 7 0- 75°5/0 C O•- 7 y 7 fD 0 0 N 1.< D. M ". N D) (D O� a * O K� a a 7 (D 7 N CO`OG=< 1.11 CONFINEMENT TO WORK AREA 0) "O D7 o, -0Q30 - (p O -o N K 7 0) S0 a 3 d a 7 7 N N 70 <,3yvZ 0, Ca CL a �n)0 00„r-1 a a f) (y N (p rN 3 N _ 7 O ,+ m- _0 - N 3 C 0 y y N 3 -Ci St- . 5' (D o 0-00 3 5- a; (D C (CD N. 0) 7 a N _ 0 0 =(o O 7 0.'O N 5 0 - 2 0<<< r � 7. Q SU 0 OC 7 0_ N j y (0 O 7 - (1 U 7 N a O co N (i C og'0°s fA y vy .7 5'c0 700 C> — 0 0 C S co ON C N D. N y 50 7 N O N (D J N (On 7 CD 0. i' 0 (n 33*i 0-od-*m(� N. O O O 0* O $1) co (o3S-1 wy0-1-01o8-o. 0 0 (D N NO0 (D y 0 " ,<=w0<00)70 5000 OaONSD< Z OD) Cs. -1 m y _i , a 0, 0 (p -O -0, CO S y 7 a 000�> v q�ovav °C-)0 0 0 m oS&'O N'00O�vw0) N O N D• '_0 `2_ O_ N 7j 5cT 0) n 5' 0 O y O0-:_g d s I a L, S S =M7 (n -7 y N Q 0 (i 3 .. g r a ,_: O 7 �) A ;3EC1 CD=- 7 - ^-^ 2 y " 0 0 v W�<� (D O N E c. 7 N fla307502 0y Sa.0N y`<CgM RZ W (U o w C 0* aDa� �mr S 0 N -0 0 O H O 0 o C 0 7 0 D. yca - -12; n Z o 0 5 (o0S-<D07J00x0) S7 N y"7 0(D .7 7 ,. ti, O -0 (D a a 053= (D C fD = 2 y y 5'71 S 0a= -03om 7(D <. (D N co 7LI a) O co < t 0 S 7 °_: _r 7 (D O 7 y 0< 5 Z m y„ d .0).-(D 0 H7 "tag o> co H Q. CD'y y 0 7 "o N 09 3 Co CO 0 2.-F0 com-= O (D6 N 0 O 7 . a") a) tri A n RD SNOIIVOIJI03dS NOI1011211SNO0 3NIl3dId 9ci_ jo I I, a6ed PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 1.13 APPEARANCE OF RIGHT-OF-WAY 3 0 U p 1n L.E. 4-O 0 N CO car v O O` L •c '- u). aF 4-. a N .t.. 0 1n aC c o t_ N° 0 3 ° ° L — E -°OE f0 L `O C O A U 0 aL T a) 10) .0 c C .0 p T a 0 N 00 . co p W m 3 c°> -• 0-03 E ° "(5 E a) N N N f0 a p E (5 ( .-, U N N a) — N O 0 Ca o 0 a c o 0 W5 TL " V 0 3v'`'o3�c To a) O o N C O. 0 .O p c p U a:4; U } ° c o C _ L N b < c -o 6rn>Na To— ca) Ce 0 0 0 y a p 1- L c EV°U EE "< ° o p OQ o c •- a) C F_ .c f0 c L O t — < 0 o f 57S) f0 Ma)= N— >, -2 E w °)3 O ) ° c ` v p = 7 w E t O E a wti- 7 v Q a)c as p p .o U to a) m a L p -° 0 a) a) 0) 4 T @ T as L a) me o L a) O O) o L a) LO 0 .L.. o w E p (0 al wO U f0 O) f0 c T () 0)) a) o CD CO 'O E E o a) 0-o L 'C ~ N N N -p N r C C - 1.14 DAMAGED PIPE a)ca) 0 a oL •ca) _c c 0) 'nimv o a 7 . E ° c CtU+LNO 0 -- p' °)p°' 0 O C p `- N O p70"O p a)Y -p a C 2 y> -o U p p o a Q 'O m= O' .L-, N NL to N d T 3 ° .O O) > �_ L C }N =C (6 p 0 f6 p a) E C a ° O °- p • N +' T-° C 10 ° p -O a moco 2 w O) o P X° 7 a) tE T C E O N >, L a) T 3 N c E -p-C OL a -p °' y Q p p • N T U p p U a) 'a 0 E ,, .0 g c LB a) ° 9 > a) .O ° 'O 'O Y L. CO O .) _ C E X 0 0 0 aE w 3 0 E L m 0 Y 16 7 4 CO o d 3= LL p E o o m °o • t) O 0 p .. > 0 f0 p r CO Q O N L O o a a C o° 1 E o p N (0 > o 2 as 'c Q a) CO L o CO p c0N N .. c a'O. 061°2 > N v n c n p E p N 2 a w a fl. N y N p 0 L U co a) 0 w N wa Ea) O p a )L C L -O C U .., CO CO t@aa)°°°w 42 15 a0)(aC Na) p° U cLNap mp.L-aCOaC\°N mN wyN ao"_02 a@', a) n o -Ef0 a) w ° �'U pj X at ° 0pO p C' n0 o p N 9 °Q NNN E 0 E ° -° 2 o 2a>y°om > .0 0 L a) 3vca.3N p O p° a) Va)v O a 3 oE Ym .. cas¢c:7 5. a >, c0 § 2 o C Qm U r t a v N w co N V N022c VV= a) 7 Ara p0'c 7 m X r m -o00 r 3 r 0 v c m 4- a) 0 c U m N f0 S O 7 U Lc (6) .0O o .S C N .0 0 0 .L.., c C Lm O O- m a a) rn� c w 0 0) 0 0 n v M V ala r 112 The CONTRACTOR shall repair damage to the pipe coating as required in Article 2.0 SAFETY 0 N 3 w a 0 0 O Z 0 _( m _' y C1 3 C - (D 0 m N m CO N 7 cn (D 0 U 0 < 30 0 fl a c O U 3 0 7.. m 0 O 0 a_ N (D m a < O '< w0 coa 92 Q N (D 0 3 N 5W 3' N 3 0 'm E D (DZ tI � aC 00 U 7 (3 a(n y 3 O 0 7 cn U C fl) (On X U 6.3 N a CD0 y 0 a> N (o w C CO m ED 0 w Z 7 7 p m O 0 00 C 7 N W 10211NO0 38H 0 < 7 0.< a 3 ED C < y (O N CO V cny °-m m a o m 5 av g0 O7 CD Ca p"< (n U m 0 ? N S 0 a m n a3a F O 0 m _? y ON 7 c_ y' o a a 7 Q y N (D O 0) O S = 0 -0 N 0 0 a (n O 0) 0 </ - 0 N y C O 6 N a m co 0 N 0 O 0 a -ICDy C - Q y o 0 �.m• • a0 7. W 3 c 7 ? (D N a 0) ST 3 O O. fon D7o�, O m 3 N 7 7" •y 0(0 N 0 0 GZIVZVH 3OV11OA HOIH Z'Z (D O n (D O C O S O Et; , 2 N O N 0 0 'a N ' h< m• co n (D c7 c m �° m y _1nd m ,x�am 3 is a N o 3. � m30�O r4, 0Th F/2(n7s C7 f°yr- y mED ,_. m m (D zcsa�Z• 0E00_0 -, ko o 7 a0 o 0a a Dov-Ismmm0? 07 0-1 70{-3m(7030.� 0'0 (o 3(fDi m7.�3�rt3c m 39 ET,-.,(000730m'pO o.F 3 0 3 * m' Zi 3 0; oA (0 7 y N mc .l1„(o p 0 m am O are 0c 7 N D O,_ (D CS a 0 0 =_� O O (D rt 03 0 0 co S .m.. O W N m 7 0 7 m g (O N S 7 < U -D- y a)0 30 5' 0) O (D -. O O C y m (D O O S N -1 p nU << S N y o Z 3 o C)� _1 -0 m m 0 a7 -7I m 3 0 O 7 7 N 5 o g` `< W ' Zi(A��yO m (jim0 � o U �� N.a S0(Nn'O 5.0 -I O F 0 0`C N O N Z 0 7 0 .-(1 (D 3-1 W 000D m 7 0 (Sp 3 o s 33 o co XJ a x .7..0 'm. F' 3 N 0 o• N (D 0) a, N O m m 3 m w a co 7 (D y y 7 3 S O U 0 .mo O a 3 y 0 (D a y O N •x' 7 0 O N (n (p �-1 (n Q S 3 U S Ra 51-a m'<m ro,, g m U ° S a O m 7 O (D O (n N 6 (0 - 0 N ,� O x 'd y 3 oDyi"n)oE3(�amco m' c3. -o 0, D UN 3 o`C 0 a y 13o O N (Ti <,y„�'�o (D O -O y 2,0 0 O V) . a N 30 0o _, y N co C 3 0) O 9^ j' X< 0 p "! 0 0 0 �'< 0 0 K m (0 (o 0 O (O N PREVENTION OF DAMAGE TO EXISTING PIPELINE FACILITIES a O m N cc o_ d N) N O N �a 7 m 0 c 0 Z 0 0 c �_ 0 0. O0 7 O m30 3 r 7 v N C 6 cm3 W 7. O O (D 0 7 o 0 CD 0 n i 'D 3az (D O 3 m y c 5. 0. 3 m y — m c n0 O0 3 to m D N 7 Z g. �K U S m O CDK OG N • N O C y od Ca (SD a 0 w Z 3 -1 7 O o0 O 0 7 (n y c 7, O o 7 3 m co S a (D v (D 0 O O rt rit ph— F SNOW/OIWIO3dS NOIlOIRIlSNOO 3NI13dId 9ci, 4° £ I, abed PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 0 N .0- D1 T UL a) 'C C L a)H'aiaa ;rY 0- ,z); ora d ° 3a)co C N 7Y N > 470-.-0 C a) O 0.O 1 N .C�3 0 > U C C U N L 2 a) •- O > T a y3c0'Lm x CQ O '} a) Y as '� N 0) Z tll C ` i 0< d >fl Fs em p E00 30 L N 70'7 O) 0 U 0w C O)c L 045C O c } O L . _C C C N a U O >, N CC NSawc V Li 0 N •`-� 0 a -0 a) O 0 C N•` t- ° 0 0 > 0) CO CO U w. OL -1-€ C 0 0 a C) d' .C4 o a) 30 ... C > U O H es42 QU 3 D a)2 ° NZ co 0 .o 3 go_ U YC f�0 8 N C N a) a7 0 N .c C — L 0 O T _ '=ELaN `0 U 0Q' NY > 1-1 aa)° 0 3 C.C.: a) 1- .oCa)m Na)�Cr 17Z _ a)0 F >0)O °-L Z of as 2 r'� E -o•-•ccr - •ter a O U co 0 0 J N a a) •c N O C y C Nc 00 > U c p so ` C O -21 O O c 3 O O %0 0 a) a p c N 0 O > Y O O C o - C- 3 C O L a) LEN E U 00)D - IE 4- C 0 0 a3 O a) C L N E O_- c N C 0 oO) 0'0 00a C T 9 as 0.0-2 L 0 L .. 0 Y t o N 0 L -3�0 -Cm r- Y N N E 0 C12 Ce 0 3 0 Oo 0 U3 CO 0 Nw w HYa)0 C c 0 0 0 N U c0'> O rw 0 0 '^ C clearly seen. RADIOGRAPHIC SOURCE RADIATION VA N L L0 L 0 4-10 EU C 02-02 0(C)C112 @'v C C (10 a) O 0 ° .c a) U> a) f0 w Lw 0 N 0 o O H OC' @ 0 v0 N 0 U m w O Tt C_ iN n C c 0 0 0 C C @ 7 as 0 '- .. N j0 a a.) 0 0 ��a12r 7 f6 4 9 OC N O N 0'0 c N C •- t0)0 c c N a) o 0:° o ID °- N'0 C' 7 , N @ o- a7 a) 2:c a)L U 0 Ho a o 0 Ta -14) y 2 0 N 00) ,_, O a) 0 >,v -o -0 Q CO 0"O 0 N 7 N ` N L a a) 0 f4 E C EXCAVATIONS ai N N C _T C 0 0j to C S. •O 0 N 0 a)> a) VLj N _ O o U« C 0 N N T N O C CO 0 0) "0_CK Tl0 LL C a) 0 2 0 0 0 C 0 C 0° o C@ O • L 2 a L U 0)60)0 021_1t; 0 c 0 c C O N C O 0 0 a— c 0 0 p O N m0U:.y Uc w m m of O F. a) p C co L C E Uq� 0 0 002 0 < T 0 0 aw N ui - i -c2...-0 L H c -5 o c °- ° m 'OZ 39 0 L 00o .L-. y N O aU 0 E -O 0 N C a) 0) 0 0 .c 0 0) 0 W -C e 8 0 0 •C y d U � �' c-0•` 6 Y c 0 a) .. L C o•y O 0 a T 0 70 0 0 3 o 0 0 50200 c °0°--o — >, �`' •N 'O 0 0 00 TO 0 j C/) .410:2 NI- .LO-. N H N EL)).o033 vUq,0 a) 00)Ncf6)(73 H�o Hs (1C)W3 o p oZ - N geCOC'O `� NO2O LL 2 .. 0 00 8)00.5 H .r N a) E w a) .c > 00 as m oL.-, 0 Ooa)_is).c 3"yEa c ^ 3 a)-pr0_0 0.6E F l N -aN) N N .c y 0 7 L co0 C C U C y Y O O C C r 1= co N 62.1(5003 >> CO U Y U .J 0 S n> O N O. N INTOXICANTS AND DRUGS 1 N 0 a) C w 0 E o 0 U N 0 a) 0 O >, a a w o E o_ O >- z Q > a 0 O0 a) c l0 O 'O 0 0 0) E L E a w0 O N 0 la w c L 0 0 O` 0 ao 0 .� .0 C 0 p N CIIL CO CO N Oa) U 0 O t 0 a Q CD O-0 N a L O C O N 0 a) C > 0 'O O p 0 T ••-• > a) c C L 0 ' H c > 0 1E c r w N 0 3 � 0 0 N8 N a 2.12 MITIGATION OF INDUCED VOLTAGE EFFECTS w* w a w (7 N 3 H a* O N Ill (n * N v r 8 o 7' Z N° S N S N -t w C -1 (p 0 w �' a c ° w y a° .O. 0 7° 3 w ma y.. ° w n CD 7° N 2] ° .y.. 3 3 C 0 7 Q 0 -• 07 O° S CO n • _ C O ° 7 y O� Q w 7 7 w 01 m . Z ° 7 7 K- co O S 3 7 O `< r20 0 y y N mN y nZ°.� 5.0000-1 0000-1 o ZwE.0. 0w o-0�y.X a=n 0-a3-0 o° oaDwvm aaa XO SD O - Or CO Z'° == O p 73 M E Znp° '`0 -CO mo ? *o W w a j Z a ib' N N C w O M 3° 0 X'CD� . •C1 0.O E O SO 0 0 3 � 5a<�oa 9)�yao�. �� • ° 7 - ° 6 (O al M 03 a 0 a 7 w S�.o _9 N mCO Zp-O ySo o CO ..a U12 O v 01 a '° E SO CD CN. Q w ,2 N° OCD . ° Q_ a O c O O° -o Q a m d y( 3° C x 7 7 0 ir w• N 3 2 0) _ SO °`G °• CO fn aOa my 3 O O (D w C 3 N C°* .O. O a- C. O 7. C 0) N w ED (D 7 7 CO w 7 C 3 S 00 7 fN n ° j. w ED w C° y D co 7c 0° 7 Q°° w a 0 ;'[<3 7 O a C a a N. (D ,„71/4- V N C N _a r2 a ,N.F co 3 w 7 C w O y 'O". 7 7 `.< 7 o 7 w CD 7 O -O -7.N Q 7 07 0 S6X91 7 91 y (D� Q RO < •(D 7 3 7 6 ° �° 0 ° - v C.7c CO .V'..N O ,,,• n f N ct.° X6,0 O .< S a w o-, a o w. N so N 7 n 00_ lsna l• 6'z 3910N 017 C O O 7 p O S 0. 0 m 'w ° 0 C EP o C O X 0. O 7 m 0 =t • 0 E O tl N w N fD w avow • a' Ey so r.; 5• N • so O- ° dr E. S S d 0'a ° O <°-, O m ✓ o. m �0 O - 7 0 »• N N (r Na - ww O a w Et) 30. 7 CD "O • 7O a 17 N 0 5. 7' a S O O-'. ° • (p < ✓ w o • p C (O -, N N CD Sa2IVZVH 32IfSS321d HOIH "0 N CD QV O N 3 O < o 7 O Q O 0 0 0 N w 6 (D N C N ° 3 0 a d ° fD 3 O w 3 fD V O ° a 0 !D N CD 00 a • a 5 13 ° CD C• o w 2 N y w 4 7 0 • 0 N 3 0 7 0 O Z a O 0 ° CO N ° 7. 0) O 7 w N 0 SWdV321Id SNOIlVOIdI33dS NOIIOfl SSNOO 3NIl3dld 9C L. 10 g6 abed 0) w 7 w N 0 0 CO 00 a0 n O r r N 0 > o ° CO Cu a PIPELINE CONSTRUCTION SPECIFICATIONS U cn 2.12.1 GENERAL o N C O 0 0 N° "O d 0 0 t) c15 O. u) cc C O a3 LO fC6 H E f C 9 ur < 0 O- N T �-" U a° .o 2 -o 0 E a) E o 2 a) c a g '9 m o 1) a ° a > V 3 t Q f0 C L N C )) o. .c C m o -- • >.c H a)-0 a) 3 c m o win50_>..- -7 zmc E > r y m rnn c° 0 3 o Y ur a) o o) ai m a) rn, 20 a) _c ��a s > E n E 5 m cC �� cm a) -'c 2i uSoa) C c as do) cr o� E ;o Hoa 3° � c 0 tc Cr ° ° 0 Cv w a s o. oZ Z' O N `- C a) ,.°- O w O - C("Ni C a) L .- a3 0 l6 OC O °- a) °- O O C U N ) a N 0O 0 nt a) >> — 0 y 0 CD W- CO ca m C E y a) Ex as a) L a) 0" Q) °ay 3 00 3 c >�'c y E m N m ` co y ° o° r O +-' CS r_ O. T. u) c ` H a) _c U ` +a)' Q C -Es' f0 O as O N i C m 3° O i ?� a) U 3 a c) 0 C) > N .. m e o° Z m a) v, E 0L N 7 c i co C L C 07 (` N N a) °) O- 0 R a i E O E a) >. O).0 U C o Nv a) a3 c E ° xa E oa = Q : a ° o ca CN am �' C N C O a) O a) a) O = — °- M o g'- L 6 E Z c .+ c N c Z a_ = a awe 15 4- m 9 m c° rn ° mar c o} o a) ` .�a. `, ,t0„ a) O ., E co.- 6 4 H T o N ik r C ,C C LS m O d C O) >. co l6 L a) u! CO 0 O X O CO C r fl. N +-� N N 7 >i O N a O CO a 3 o `m arm o c°�} m o d a a o- v>> E c E co)L rnU c° ur a— .- > Z 0 ° -° O O p) O CO j — a) 7 C W o°'- >m coos cQ W -is .5 g m a) o dim �� U c 3 '� c v u E t Lura c c Y ai ° a `o c C c CO °Q ar ° wa c a o° ur c o o <a o —6) a O o— Ooh$ ma a oc Coc Lt0 Z 3m au) w ar as t o° arX °as 00 o) a) a ?�co � aci c a o°> O cG o o E E o y u' ,°n � C m o ,° u' ° E cur ° c c o om42 a w U c.cn � L r E 2W o rnN rnD9 `o E off O N a N 0 a) a) a) a a) > CO "O O 0 U C C wmCD c as •'� 3 oat 0 H C> m m EC C m C C C aoia ani SI ^ O> a a C• Q O a) CO w .a Q H Z O` C m m a) iy >` 3 7„ a) g C c oro -°r`°i Qr QJE 7L 00 J O La H O L> 0'2 0' 0 i 01:, 0rnOo �-' a C Q a) O c 0 O •c 7 C L L 'C _ E L a) •- as W a o -C ns 6 U7:3C1)°) o. w H w m as n W0) a Li a 6 14 O) r N c To . H — N •C M C r O C N Q N N N N f`a l6 ra) L-. r r CO N N L O w N N •0. O) N cn O. O N N N E N C N 2.12.3 INDUCED VOLTAGE MEASUREMENT a. Connection of grounding facilities: j. 3- N O O CO N D) s 3 cnN O N 0 (D - O O O N N a1 7' _. 3-, EP -0. .p N t j< N N V `< (0 N C N O N A O O O W O O O (i IJ 0 lD 7 7 0) Q co Cz N C `G Q O O.fD N Sin 5 1 0 N O"O "O (p ° O cc.N O y O O O Q 7 o 7 0 (0 Q 3. 00,07) (D .O C O 'O C O C X ' O 0 030 G S C ° 7 S et • N 6C N N rli �O 0)O 7 p (D iD% 0 o .+ ,,, 0 (0 O (D N 7 0 1° S S 0) (D N 7 •y+ -n < 0 O p c a) co< 7 =. ° Sgo O N 7- CD 0 _ 1 '7" 3 0(0 7 N -M 0 0 �� Q7 o D5. m o (o _ _ 1 0 0 c 7. 3 N K V' C N p 7 7 N (D 3 Q 0) 9 N Q N SN fl) V Q 0 Qo 0 m =.O r25. Oco (00= O (D -2. y O 0 (D S S ...� N O ° (D O, 7 'a -3 N cn -IC 7 j ._i QDN.N N N Q 0 O S N N• E �(° ac.< p.O� f0 O 0) v -:'O CD 0 0 N 0 p- (� ° 3 0. a) 0 O N fc (D M 0 co (D M 7 C co N 40i (D co 7 C O• , a N 3. 0 (• IS S 7 C O_ Q 3 N °- O S 0) EEn7 7Q ° 0 N ' D) (D - (D ED 7 a� QQa �_. 53 7 O 0 — (ia 0 1 fn' S _ 1 (D N 01 31f1030O2id ONIGNf1OlO 3N 0g33N N 'ON (D -,0) A (D Q N < 7' co N m O N R. 'a 7 S��.A r-. 7 W M N 0 0 3 M ffl 7 N • O p ••" n 0 O 3 .. I Q O 0 D) u0_i Ill O O Mr. _^ O N N i0'NO Q n0S N 3 0 O O '<Z 0 (D fl • Q7 7 ;0 3 a N ' n, N -<3 0 �'< co H 7 0 0 6 1 Z Q -. .< N C N 3 3 f1l O N M 0 01 N 3 7 (7 ° 0 0 0 Ill 6 N (p (D S 0 3' 3 r< f.D. SM (D .+ M �- (D (D `C 7 Z N ' N D 7. (D .D)r..p.. .13:4 O V) Z � n N 0' -0' 3 N ' O 0 O '< 'C 30 3 CD (D 1 S0 CNO 0 7 S (n 1 0 3 0 V c n m IDa< T:3 N. O 0 O .. v (D O 3 7. O S 0) N 7 00. .< 7 0 N 0 D N 9, O O • 7 O• v C (0 0 0) 0 c • - 7 C (D 7 -�- ZZ U O ° O ° p 0 O -1 0 ° C 0 0 O O Q N , N ....0 N O -, N 0, :0 0) C •'O 7 (f .^'. N OO O 0 (0 1. (D 0) 3 C p z3 7 aC 6 0 r O S v 7^a) 9, m 2 Q 0) o m v 3 5 O- (0 0 t 1 3 7 a) O O 0 0 O 3 o 7 N 0 cc 3 a; M 0 • 0 0) a7 O 0) a 0) Q 3 3 0 Q 0 m Prior to any activity involving pipe contact work. O N a) N co W lD • -a a) O 0 =0 m Z -o m0 (n A o 0 O nz N N O a s O 0. Nco SNOIIVOIJ103dS NOI.O11NJSNO0 3NIl3dId 8£L 10 LL 96ed PIPELINE CONSTRUCTION SPECIFICATIONS a) a .Q a) O L a) C a C O C O t LO a) o O) C N LO U do c -o ° c U 0 a) c Q c— = N 0 co C L N. a- E_c U a) U 0 0_z• oa E U C 01 7c O1 -cc U 1- -0 ° m I) = °) C arnt o QQH rn O C ) Nc cO a0. 0 9 U0 L 0) a o ON ° N C O 1 -I -CD `N aC -O C —tQ O ,,, 6° N c d , ` OL ? C O N a VN N ft .0 70 Tx :a0 0 a) > EN O N 3 E N .> > N .L-. °> Q r E N N° c 2 O w fis c CO T� N c) E c o s c • a O L coi o 9 m o O •- y a) -E L r C1 .a W ,� L a) T 2 4 CO N .Q c N — L co C a) Z 0 > w f0 N 0 ° O• 0 C 3 o idim o U L. ai w M o m o0 0 2 U N'n a� who w w a)c o ca $�roia a) N y o 9 W U a) 0 d o O a a) c O co C co D C co`av) �o p0a NE a mo -c 3m 37) 02oc ci rn� 17 ° 0) 0)0 c m U a m -o d° `� co o 0 U Nr' c c a°r p U 0_c f6 7 3 N coo)WL U a) H .. p u- N E. >, 0. a)> p 6 C •C •E,> N w .i O),c 01 d U 7 .C. f6 Z 'O - U a O -p -00 a) W C (0 Q ° U u Q cQ° °E .o a) mcU o J •s '3 N0 a)0 3P3c 0)cn oo 0 a a) o 0 o r - v w rn L r -> o 0. a) t• Z N 0 — U rL-. E 0).0-< 0) O _c t Z p_ C ) L O p 0) ,p a) 'p i 4 03 a) a) ..-O., O' .L.., N Q o a a =' C O ri a () O c p — 03 N o .°. N o > 'L" 3 N C W N V O U CO Cl t 0) >, 3 p) 3 °) Q co > • In E a) E N C 0) V) J L> 0UO c N 0c c0 co as 7 U c On c ° C° O. C� c a) N @ U !� N O. L 'O U o _ > 'U U U O O Y N N CO °) C O .O_ Z — c r U 0 C a> O L w /0 - .0 .0 0 w F° y a) a).c°L OL - "aa) co dc°� omp Scc6i LL �� t� >�� 3Q.v cI— cm- ..F d @aU 'O U .. N N C O O) O •_ U N•� U 7L N— N c LL a)f a a) �.0 c C7 @ E r - Z O`t > 0 O -c o o y E �°� �� Z -a rn ° o ATO p o �' avi �'- '_ = C7 aow °)m � ? m ov 'o O a"= ct 3 c UoCCw O a L a) a O) t o 0 `p 70 a 0) L o 2 OC) O E ° C O .o z Q 3 0 d o < ce 'n 1 b- `° O Q .o Ch a) A L U I- 5 0 v r O) 0) N C M C V' +-, a) LO O) r a) N p co O) N V°� co C a co o cci co 5 1 co .0 C7 r; r; m r; .c E r 21- o (V U O N L ( 7 U— N v N O N N N O Z N co r O U r a) O a) r r p r- r 2 r= r C 0 r U o L N N L N N r N 0) NL. N N Q of N ca N 0 N U N 0) O 3 disconnected from shall t BO ("4 CO 0 m Z m ENVIRONMENTAL REQUIREMENTS oo O N N coa3N a� y' N O O O" 7 6� O-, 0 C 13 *2 7 S 0- N -0 7 o y -0 C0 * j5 7 0) mom 3 77 0 Soo O O 0 N 5 0) 3 o 3 C (Q7 CD• 7 0 (0 a CD 0 7 CD N Cu)) O 5 0c c C ' el- 0 7 O C 7 a3 • 0 5 (Dw-a Xo 0 m o _ 0) 0 00 0 0 m °:70. o aco co o F 0 1 7 O. .— C ry 0 (D 0 SU C = 0 -1 -O O ^: N co O cc •-• 7 "- a 0 S CO S N d N = N 6a a) • o mac, m S X N a N o 0 5 C C• CD CD N Q. O vso C o 0 S m w N O O 0) CR .y-• 7 C C CD .°o c C- ID W (D < c o 7. N 7 m m o r CD 5 co a In - SU <m 0 Cn co 0) 3 _a3 7 N 2.12.10 FOREIGN STRUCTURES EXPOSED DURING PIPELINE CONSTRUCTION O CD D l 03 C) .c• y N C N r. co • N 3 g„,' j y • O CD K CD 0 O o -I O a3 0 aZ v3 ^' 7 0 P- ap Z a3 0 5 0) 0 0 gi co O m Cxj a = y O CD 7 sQ N co 0 0 0 CT) m m a� 7., W a)05 3j O N 7 0) ) CD CO - r• • a 0 � 7 am 5a 3. 0. CD `< ..01 m0 D . V ° CD C.� 0 . 7 ZO D- • •2 m m c o 7' N I O (D K N 0) d. Failure by CONTRACTOR to comply with grounding procedures. N 0'0 < N N * U O N N 3 N O -0 O C0 S 0 0" CD -‘ '0 CD N N CD 7• a N N N N CD 7'(0 Cp -1 O 0• c a CD N_ < CD .n.. W N N C1 6 N 0 p 0) Cn .-(Ol o M 0 Q :0 5 7 7 0 7 �. O 0 2 'O ° 5 50 cD o 7 Cn ca -0 7'5 m v c c o 0., co ,Y CD 0 (D 0 Q 7a ,�, ID 0 S 01 .O. CD (0 p 0 3 O D W° p 0 o m x3 o D c? o m 0 m� N O a- 0 -0 O C� 3 C 3'z m ° O y (0 y co'O'• CD 3 ...• coi/) . 7 N y a< > 7. 7 7 Z. m CD a C 7 �� Qom. - 7 -0 m m F7 5 N O O O 0 N O 0) fD f0 n 0 3 0?mm n 7a) 3 co o a 0-° CD* l� m `�°-(D a. 3 2 N O a (D CD 3 D. °c m a0 m C) ' n U) 0) 7 Z CD °"C a -I °_ ma 0 7 0 Nm l2 03'<-0 0 ° < a0' m 7 a a :CD a0 y -000a, m O' o3 o _ ° 5 N CD N m m 3m �n . -0 s <. 5 During scheduled switching on the electric power transmission system. During high winds, wet snow or freezing rain. 1: ('00 CD 3 -0 n0) 5 CD M 0 7 a C. U D c° 7 (p N N 7 N N a 3 7 3 0 a fD K r n c f° CD O C0 N CD 7 3 n) a 22 '< 0y) 0) 0 o a 7 5 0� m CT a 10 CD 0 0) R. O O (D `Z '(D °c Xr3. <Q5 D- 3 = CO a 7 y 0) 0 3 0 0=0 0_o? w N 'OD STRINGING, WELDING, COATING AND LOWERING -IN OPERATIONS SNOIIVOIJIO3dS NOILOf1211SNOO 3NI13dld 9 I. 40 6 I. abed CO c C ID CD •• G O 0 Co Page 20 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS z ca023 CC CJ H CA t m O C to 2 O C_. as n c C O 7a 0)N .. L L N a' C m o N 0S E Ur 0 0 3 a cps a)- m 2•�,. U N- N U c H 0 O C OI " fa 6.-1-- 0 O U N T d L O. C L E O C X "" ) L 0H N 0)as.�. m W C N 7' o a) a a) ` Z C o C y 0 7-3_n• C oma °N opU 0Lo aoi 3 d yLe L 3 C Z NO TY _.C-�0 00)O O O'no O a)0m a)Eo N �a3 C- U)c NCO _ NN y'r0OO Q z 0 > E C �_ as L rto c 2 0°c.> 0oa�2U 0oa a N m o.L-SO a c:,m c 0) H°CUHca)0, a) Z a ra TZ m _ 6 m oEca NO-•ca OUai04202 0 0 ° a) Ua O -N a) `.,==ee II E— > N a) dam° c m30N LNa�� To o v 0) L a)U} 42(24c� 0 aO N E aU a a� g o° o 0 C — m Z—m0 -.oz vi N - EOpcg > 0S T CO co V p T V> E°} o a0 wt.:. 0 o o-0 -..r).-8 oz omU O m oC 0 ' -O�Ca «C0 U0 °1151‘-j c 1-0.a 002 g 0 q w Q O •> O O V O • LC r - 0 0 c 0 goy zC Z- ma'n0=y -0c0 OU E OO oO m ami o aoi 3 am do omT3 0 "'300 0(6,22 _0 L N Q. .c ci N a) m -C 0 ~ C ~ Za c vrno Z 3- a)�< m o 3 m 2a.5 3° r=02 Nr 0? o aE V c2 . 0 o r O 0 O r co r 0) O O 0 0 m O riCIaO rim rioN0 ri0U 3c,c a) o= m H NL T„6 N -ec p_ O 0 N O u- 0) 0 C0OOto a) N0m wO . 0 N V O 44 O N c.'� ALL 0, O U •• H N 6 0 a) z �vai 004' 0}1)01-11 Z<a-- d2O 0-zg EC OU m Eooz 7 p U=2owtm,0 m m a ° w 0)00- C m m > .c 0 aat' 3UO3 N 2 t.N 0.1) a c0 a) .0 c 0 _ N N N a): j_ a) a. N N m.-. Z.=. O 0 C E a 0) 0 o)j�w y C p L N — cow z ° ra ° O C co N C U' Qo c 0 Lm 0 m . t m 0H L N0 H o02'5 Lt O LL U ! O .O Z L0 -o 0 m 5 X C O E a M• U U (°/i N C C 0) a C O t O C U ~ a) mw 2 a) E._0) •. > c C y O E L U a C - 000c 4L-. N r 0 O N E C LO 0 > 465-25 CL Q a 17 Mc E L 2U 3 0 O N N L 000 o oO o w aI- A 2 o o L Ergo -00 ">n •-. 00 a)0Lo c '— a C N O 0) C E N = 3w 0 o N E v 0 - z 2 y aNi Q > C 0 a c- m 2 W N L 0a)Co (Dnepr) • 'O cc.00 ma3 ,.N 0 co M W a a) E Q C T Oi 0 iA N 0 c C 0- O '.>-. C 0 - (0O Tm a) D o 0 17 E 0 N m Q£ a) -20 a) m N C O U> 0 E .0 — N 0 1 ' 0 m ay O 0 N Car aaj re.> N C C N �0 OS w a) O .ON NLCO ZO NOm Ctc ° L °o o a) a N Et o m 0 m'52,1 T 0 L C O 0 UC Nt 0 q O-' .O >0 T coO 03 +V N 0 0 U O >` T ° U H 0 > Qy 30Vm _ Q'= ' >L C Z a) 0 Os 0 76 EC - m3c00 wa E 0 N .. 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(0 N E .o o rnm Z'.c E 0m �O (7)2a, a) "0 a O 8 t a) U 0 N U ._ N m c O O C - ✓ c• > V) z z Q •N 00 t• Y 1-• 0wgEc 0 O _ 1- 2z a o O 0} o 10z03 Q C a:?d•> (0) y.'o O 0 W o O 2 STORAGE (0 m L_ a) 0 w f0 N 0 U w 0 2 o } NZ Go 0oo0 c w f0 O Na) >0 a° U L m N N O g • 0 % N H o Z m o z O g O N r m 1-8 0 0.2 n a 0 0 2, 0 0 0 0) V -p N -1 V 0°n(° 0 1,,:;ET Oa. 00 43 00 Z y C° == 74: W �. y N X y o D 0 y 3 y 0 0) C* O"° Z y U Z TJ a N - .C- 7 * --I O2, <D H c *. * co (7) 0 7 0 0 73 01 xi O0 so a C O 3 ca_ O 7 (// 7C N 0 4 0 7 oi.. ON C • a 3 E 0 <. C a N 3 >v ° 0 m Q 8 • o0 °-z� � y ao G Z 0) 0 3 o -12 7 y O n d N a3 >X N N 7 a S ° p. m _ (n • 0 01 p N. 0 0 U O9 N -{ 7 p "0 (D Eh �_ a° 3-0v 6° ,- 00 0 07 0 --, y o w a O p • p 0 3 N 0 7:3 O ° y 3 y 6 0) O (D O a y d (D 0 7 7 °° N O • y y co 0 r 0 N y 01 5 _S (D 0 n- a ° 3 • 6 7 N 0 "0 < V (D 0 Z S 0 0 ° ° -1 -1 X 7 3 ° p O N • a 0) v 0 O 0. 7fl a D coj N 0 coj 3° 0=Qy 0XK (D. 05 r Eo -6 -' O a -0 y 0 n a">O< • ° 0 N. T? O O ° 7J wo- 0 N 0 0 6 0-0. .N fD 7 a 0 O do C co S a) Ma y 5 c Q N -0 y ° 0 0' co ina O 6 o 0 C0 D x Z m{ s- -5 6 5. V W S31IS 31IdNOOIS O V .y„ J • 3 a 0) V -1° V O V 30° a V 0 • 0 4 77 - N ° (D a a-1 ao "O a3 7 (D R C 4 o m 3a�� a 3° _a -' 7 0) 6 a O 601 �± y y - � - 7 K a o 0 3 O 6 .4. C O N 0 z ° .0) K° ° "O 3 O w • 0 - 51 0 8 m y M 0) (D M c n ° y N N -o 3 O 10 7c o 3 m -I D m 7 Z° • 0 0) ... 0) a�d'O • ° 3 7 0 0 0 7 yc S - 0) .yo -0 ° (D C— 0 3 S O v V C 'O" 0 O N <A 0- ;. m 00• 0) a.< 3°poo_.°. 7 Cr N C .0 - 'O.a .G O vo(D R. S N Cr EP EP-- a O° 0 G ° ° "c -"a. 0 co pv 00 a- Z O c MK c)7Co _1 0 7 .0v 0m5X D) -` ZZ -PA-00 co70 m �D) -00 * M a --J -T.. so 3 OWy0. O — ▪ ° 73(A2a N 80 o 0{ * (O 0 n3a N 7 Z O co O N O 0) -i 0)K K g, 0 3 Z a > c x) 6 71 y -I Z y ° N yv 0 {-2.o -+ O O7J "0° = O d m d) is s- 3 0) O O Q 0) 0) 7 7 0 0 V - _ — a y P. V V 1VRI31VIN SflldTflS n V A Z w = O- 00 y O ° N. • 7 • C y a m 0) (O 6 ° 5 -p a 3 c (p 0. 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Z. ° co. -<O a z car M1 SNOIIVOIJI03dS NOI.O(1211SNO0 3NI13dId 8£ I bo 6E a6ed CO 00 CY)N 0 O0 C C a) -) CO 0- PIPELINE CONSTRUCTION SPECIFICATIONS N a) C • Y U 0 -O 0 m f0 a tc O _c-. a)> a1 m U N c N .L a3 vi U 0 °-c'= 2 apt O. 0a U C N ° O .c C 7 0 ` 7 CD C O 0 Ow0U @ O N a O 0 N CO c I- U Z U co` Oas 3 V C C N O W a 00 E I-- = 0 N f0 C } c E Z m 3 a 0 c 0 a °Y n 0 O a)ow yN N N o 0 0 N ° 'Q N a E-° a OC w N 0 0 0_ -C a 0 •o-aE -0� c Ta m m N V O O 0 E� o 0 — L N •3 CT N _ O-oO U °0 I- Y Z O OQ n Z �O 0 0 Q a C 2 .2 d ` U O lO U Nai "O Op N : c I"- N N 0 STRINGING T n ,� C'oc t ° c 0 O C Ca 4.1 LO a) w0 Oj O c yw0 3 .0:Ca c >, a) N T.+N' N 0 U c° 0 7 N Q N O N E U c 0 N- 0 > a N a) N `�- } a 0 a a7 _> 5 '7 -o 'a ;=, L p_ 0 0 a Z X O 0_ a >i f6 '° 0 Q C y) C c O t N V° C °"w0w> .O Ca OOc.VO°-' Oa NU co Nr « a c .N Ow la -0 f>T6 r N2~ coT'a x.00 CA '- U 0 - > c O f6 E L' CA c 0) Z 0) N N O 0 coTa C a "' N o .. 0 O �' Z N O .. O d N co '@ C 'c N N C L O .a a a) V a)..--. 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N N w 0> E a 0 U 0 3 O o a C -O a7 0` co 0 O E m O� a) me m° o ac ac a•• 2v� r a)° co O cFO m 0. a °y o ao a.- a)• N• 0 INQ f6 3 0U~CA'tCC U N 0°'3 w(6OCA 0 f6a' E w `Q' ° c ' g C N N '00 O N V N l0 CA 03 O O E C O 0 0_ w - I- �° aa S rn ami 0 0� c X 0)n" ° 0 0- ti To O' N a Z s -O C c N 9 > :0 �0 O •p) 0 f0 2 0 0 < L- O t UCI-.a V1 QZ0 m'm f0~° -ON tC CY E21N0` O>N c 0 0 C) 0 Y .0 0 CA 0 0 Q O N -_ •C 00 f0 _> f 7 Z a T Vl C 0 9 c U-0 s as a 0 3 N L a - Cr 0 CO .°C a "- m 0 ° r •' 2- N 0 a... 0 0 -_ c n ' O a� 0 0 1-} w I c O N N C E d$ z C Q N y N 0 O co `t .-' E Z N 0 05 .° c 0¢ as f0 w t 0 p wi. 0 0cn CA a CA O CL > CA (0 N = °)� 0 C . 0 ~ O O C CA r • - C N 0 N 2 °` M N 'c 0 a< V C l° ' co "O -° a °) f� -° - 'c CA N L fE0 - °) O a CA w 7 a U o C CD. fa CA N W m a) 0� CA c m 0 I. L co 'O a) I- O A � O 0 a N 4: U a) r E r 3 t` L 'O d' 42 r N E w (D V 0 7 0•(n V * 0V C (/) -4 O) 0 (7D c . m 0 .--I C 0 N .-. 2 a N N r < S' r CD cD O N #� ? A 7 0. W Q.O N 0 O a (� _I a N m -1 CO 3v0oN3 33-0 3aC CD oo�Em =V,. co •0 N 0- ID 0 o' 0 -5.C 05'05 o m N N. 0- O m Z 0'o a ,,7 m c O 0 33 xi xi o a C N= O _' 3 .N. 0 j 0 .0. 0 0. 0 n, 0 0 -0• N 0 O 0 0 0 0 -0 j 0Fir a -0 -. H 0 0 C '`G . d y FDI N C C N S (D -s. a.N0SN o C m.N S 0- -m No».-aCm oSa`co O 3 � a:.. 0 0 5,2 c5-0 o° N 3 (D N 0 D -00) ^^ "O N O 0 o a� g a. m. 0 (D S m - 0 'O 0 n S 0 3- n a 0 a 0 0 D F (D 0 N a 0 T N N ' 6 7 0 7a CO (0)330lj ` (O N3 Dm m a v 0 v 0 0 0 0 -< 7 a lD N N 0, (7 O 0 m c .(°0 p)00 a3 S 00,...z Z N 3 N S a_1,0X i0'.• mm m a) ca 0 0 -7 N 0 N `CG 0 0 0 -I 3 a< x 0 0 0 N 0 = `G (D m r.3675 a(0 0 0 3 3 0' S N 7Nc a; v 7 j 0' 0 CD 0 �- (ap C N N a N ° C0 CD 2 0 O O O N ?. v m 0 0 x N_' 3m 0 7w3m CC Dm N ° s N N 0 3 N Z aO N .�-. O N (D 71 N a o 3 - 0 < -a -a Q 7 p) m m m 0 co o 0 N `Z 0O 2 N N CO - a 0 0 -o c 5 -a co O "0 0 0 N ac 7 'm f° a st 7 N �00 m Z C 0 0-1 a0 5! 73 mo- w 7.11 TEMPORARY STOCKPILE SITES Oro 00 V N. m Na V N O 7^ "A -• 0 i (D a Z* O � N p co ca. a 0 (13 co c_ -1 S 7 a CD 7 00000 a0, (o o x3 m o �_ 0 3 ?c_103 meD3(° S m (D - N 0 0 CO 0.. 0 a 0O *"0 • o 0C Z n) -0a m 4 -ZI � TC1 7 Z 0 � C 0) (p C N C) s-< N S (° o0m-i f 303• i -ice O 7-w -,- N a 0" 0 O_ a N c a co -% N O Q0 0 O m 0' C -, < (D 07 S N N o- O 0 3 0 (D (D 0) 0 C c (O O O< O(R 0 D N C `G -0 d 0 0" 0 (D 7 v y 7 0 O �_ o a m ' o S7'3 ao 0 '- 3 N m Baa 000(° _r( _ 0 n a N 0 3 0 N C 1 7 S m3NS °any= 3'7 co N0 m� m S(D 4) T. 0'0 N N N N 7 (D m N 0 7 C 9) 7N n c— 0 N a(°CN 00 -0 NG CD 7 .7.. 7 p a= .N-. 0 C g. a (D S .0. C (D 0 a a N a c 0 a p0) O .� 7. m N 0 c D S (° °7 7 c . 3 S § 7 'O 5 co . O (° 7.10 STRINGING RIGHT-OF-WAY AND ROAD CONDITIONS C V (n m V a (0 N i O O CO• N O =i co X M CD 7 0 3 0 Oa ..Pa . 0 00 -H 0 1 0 •„:,,.%) 53 0 (0D N O .. 0 N S O S N= O m = 0 0 - 00 -:°0 o('n - 07 N C (D N 7 a (° 0 m 3-0 s a ar N 3 N r: 7 7 (0 S 0 3 0 (° F, C Ohp S 3 y N m a rn 353 C(D ,-..D 3 _a 0- c. c. (D 0 "0 0D cn N -OD 0 N r 0 m N m co a 0 a 0 0 VD (D O 70C '_w N O m 0 fD 7 (D m m a 7 -, *, Q 0 m CI. � I3 =g52 0 N co 0 i v C X OD S 3- 0 0 O 7 S a m NC N (° 7 3 0 co a co 1 3 7• m > oo m CLm C N (D a (D m - 0 0 0 to O s- 3 v C (D a Ort 3 (D 0 (D cip 9 Q° 0,0 SNOIIVOIJI03dS NOI10f12l1SNOO 3NIl3dId 8£L 10 Lya6ed PIPELINE CONSTRUCTION SPECIFICATIONS O< p 6 c a) C oay _ L O OL 0 0) a N E 0 `) p O L V C a) c O al d w Y c r 0 00 a) tl) ul .a O a) w C - O ar -C N a) C @ N a rn > T C C (6 Ta °) a) >c o a cpY c N O a) a) a) N - E m L o c _ca U . _ cgn O) c o( o .c c c O —_ _ w y ° 0 cc') • 7 co a E r roox 05 i- ) N E TRENCHING O CO GENERAL r CO ZO _cd a E0-O v0 a) c a) a) �- _c C >, O E -a N av d 7 c O t L O 0) N N a) > V) U 0d c Q. a) 0 0. C 03 ='O = t d L o O U a) E 10 0 a)'Qo To r U O N c •o �' N -c„ c O §y a) a) T Zw a) 0 00) -. a)r 0 O Y O H O 0 c N 0) c r 7 a) O r O o) X DD • cJD U C 0) w o E .t„ a) O L o U _cu) f0 O 0) U N LL 9 c O oId 2 c )U c N o a) 0 c s m 0 tris E 3 c w a) w 0) N p 0. N a) C my o Ec)o N O m C a) U a) Q, o 2O - 0 o g F (.! Z T2 0 ao o O TRENCH SPECIFICATIONS N CO TRENCH WIDTH AND DEPTH U w o 00 c rn° O Ce O 'a a) CC O L 5'0 tai N (s)O O).0 0 2 L E 0 r 'C YO E N 7 ° c O E U c_ c Ec M -. a) a) 4 N N - L as 0 C O U N Na) a a) *' a) C a) -c N : • a) x' N c ad v N op _C _C 0 ° 0 a) (*) co -0 ca) o .c .°a)3 Ta - O t 07 0 +- a) L w Ta t a) t d U O- Nc O L 03 0 O -C a o0 C C O o 4-1o) m c 0 c c O r C 0 a N C O L 0 aoj� O'O 13) wC O--' g 0 O m E 5. .00 E c) O a) .L- U)�.4- _c _c .C.0 - c -0m a)d a N i y 0 7 o mr a°ico N I- 0 O c c 0 O O 7 W a) 0 Luc C a.. -a a) p c O a) N 'O E N co Hdoas6 O U a0 U O.EU) L�E0)oo) c7 .t C '5OEO E >,>L cn o�Eccoi a) ;O t - ca 0 L O >.- Y .0 3 •3 '3 E o >- 0)a) _ > o ZZ 0 f6 a L -O p_w m- cn c0� o c z oNr0-c E .0)0 0. N c 0 3 a) . as 3Ut 0)o 2 O)5 V >1-ow0o L O 0) Op. 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S w 0 g N 0 O 0 - S G0 S o 1 CI); Err 7 • (D A- 0 w C S 7 co o 7 m = O 0. wy a 5 0 m c a ONIOV IO H0N32l1 Sao FIT N 0 th7 co a 0 0 co O V) 0 m V —D 0 0 w 0 w a 9' 0 co Se 0 0 w 7 a O 7' ti. cit 9R° GA SNOIJflOIJIO3dS NOI1Of1RI SNOO 3NIl3dld £q abed cop 0 0 r CN N K c C m Page 44 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS c3 FSI CM L O mN Od'a 0 mO N mN 0- 0 a N D ma N C 17-0>+ O C :� U C N O C O r C "' C =' C 0 .L.' C.0 C C_ O.0 ?� C 0 O O n CD 3 N 'j 0 0 r - .� 'U 0 i .0 C O O t o mU N ULO.-.V.01( O' 1-d) O 0)C mN c 0 >L m= �"Y6 • C N mom- 3 00_ o. += O N QU w U a O .-, O. p. J U = 0 ,T O` 3 •y w0 t L 'f0 0)'N-' 0 N 0 0 O C Q - N LC F O 0 Cr C CC 0 0 N C -0 fp C '6 N -0 7 co N C 0 2 0 0. 0 +L•' .@ OIC H p Z >; u` a m C 0 7 C °p .0 L V m N N N a 7 8 N U) V 3 w m L Z O C> T O C 0 O a a 0) -> C U 0 9 T C 2) >,0t °• 0 c@ �� >Ur o E c °n'am N 22 c-oo Tim=.- N 5 m o-° �N C 7 a m m 0 N m C o 0 .-. 9 =_ m L °«- a N o. w C 0 p 0 0 X L N T N E .- > O c U O C Q U •- N N 3 f�a O a m Q' ma porno • mL:L E o COc�� y« ccw ° m= o mmcr c ° 0 30 L U 1. 0 W- N r r 0) 0 c0) C 0 O '� N. T C N p .0 ' ' C r H mU Cr OX- 171 r U O 0 L.- V`> 2] C CL N N 3 0 2 T -c CC m0OCO°p-Dy0 oL TL p@ N00X LU N L 3 U N o E a 0 m N c a w 0 C m 0 0 0 7" 7 :_� o- -_ L C O m O Qaj LL p 0 r 0 ° 0 H :-. N U E 0 C „T, O O N- O - 0 C a 0 U w 0 ix a @ V C Z 0' C N C w 0 +' O O- C C Q_' m r O L x o N 0 U .L-. r O O L Q) O 0 .c X O p U H y N C U a p) 2 C- c.) -.-o ° 0 9 0 O F p .' 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CD Q CO K (nED N K N `z N o] f� N CT N m Q corS co G) m z m r 10 O DNIISV1B SNOIlVOIJIO3dS NOIIO(12ILSNOO 3NIl3dId 8£ I. to L4 abed 0 d cD N 0 0 CO PIPELINE CONSTRUCTION SPECIFICATIONS N l4 O 1O NN0 a 0 a) O_ c N C N 0) X m a N a) Q c ->:o° mx •3 Ta 43 L g. 3 U O o O O w w CNZ C ai a) a'27 ro UON.m C E7 O f cn 0 0 L' o 0 0 :: aa)) N as ona) E d' Q 7 m C 7 co f _ L = C O C0 a C CO .0 C N 0 C fa yN a) O a "6 >, N = C o r 0y~a caa E 3 c °) > c N O '~ Q a) Q ��°'o EN12 CD >C da., ai c >01.. m m oa °y o CD m m rn 7 °,c E.c 72 N Q- x c C U ,-Z O a) TN=,w C m a) 'N Q c f c a a.� m° m E a),'T.)_ >so OQ® N a). m X Q i N o SaL O 0 ..W 7.07 m il m O N C m C d 7 in _c 0 CC_v 0 8n �m a Orwy 0LC c-rn°c_W m O E N F-UNT UNm rEma 1 oE•E� N0 Ei N C a) O m O @ O) Z a a) � Z o m d' , ,c0 C O O U A mQ O O. N f� ;.; �° W U mE c o x u, Quer t"r oCC•� a) c -°2R0'2Ct Q a)~o ZmtaiUU N a)_ :: No NN V ( N a a m M o` .� to 7 - C U j c C N M m U 0 M O) m .0 m W 7 n O) o) CONTRACTOR'S BLASTING PROCEDURE a a) � a) a) c 15d C .L 7 m C U -aa.) m0 a) c ro to Q U ` a) - N m U O a C N a) a m 7 0 _c Q N TU 'o >To Z- a) N 7 fl N O. 0_ m d N _C a) p m ` O O L m a U O O U N '". N T L °) v o o o o c > c0.° a -° rna Q °Uq o O ' ° ia.o a 2 l.L O a) 0 N N C L a) lL _ U O 8-12.s E '-ti-;. C 'fN O a) U � 7 o N d� a) - 3 °Cv d o) v CEng 3 m `-S ). a) O 7 m "m0 0 0 3 0 C m Y) T o w o .0 N E° @° m e C> L-CDQ N -° U E U° m Q E m .0H 'v 2 1p c ca c a .c m t- o 7 o ca D C,_ a a. $2, :3 To m ai d) c aita a)w N .0 .. p C O rot C p N a) m w c) To N C m .@ N m N "w° o N CO m se:. O D °- w N — o a) w-' m E <_o 0. C N c N N ) N- C C cc U N° ) '70 U m N L E 2 CO0 CO a) w r i_ O ad c rn o Q m m o c Q o m 3 3 t .s L O gO iii m a` "OO cO a m° p N N• C O L:00 7312: L F Q U 4 a w c 7 a 7 ..-- U N N m CO Z a)E N :-. c.0 T1-Ea EOE>c • m NNCOO O l a "' 7 N N ,°-A m E x t .X N m N R t Q Q Va0°a m as015mma)mm.N a mm O. D. ° C m -7300c0222 to" as aa5¢¢ a) co a) c° o°O N m - CD 7 r•nr N w V co O m 0 TO' oQ o) w O U m co CO 0 0 0 N 3 (0 "O (0 0) 0 0 O' co (P N N 5.N co 01 O 01 N y OS N (P 'P S N O C W • N N a 3 N 7 =n0 (D SO C a(°O 3ED W (D D) -I N N- in U Ed O a S S3 .O.. C (� y.. j a 0 SN (i (D N °'6 ° QC • N o -.C) -r° ,0.. 7 Q o Q O 0*0° (° y co S O )3:. N S ID5<afD. (D • o o3N(D0 gm 3 65 EA .o Dov -I 0 (0 S Q <. o C' o, S d N N .° (D .DY) N N (D O O.0 d 6 Ci �fO y S N N CDZ N Q 3 7 O N 5' -^ =w -0.110-3 ° <'v � 3 CD 0 Y (D 0 0' N -0330° CD (D (. . O N '^ H n Q `OG• C r N co 0 S N QN- S GENERAL LIMITATIONS OF BLASTING 7 (D (D 0 (D < N (� N N (D N .N.. m• 0 D Q3=m co' 6-, r ED 7' N N . '< j 5 -co O y a G a =' S o 2 o 3 m cr ° m CD 0 O o<m 0 N CO N (D .-• 0 O N C '<-,Q°'(°(0 Z*'3.N nC N_r%#- • S7 O ° (D O O O D) 3.'6 ° '-Z "l K S 0 SC O 57 m 0 oy� ° —i� 3 O g° Z (D O O ° ° Z1 N N 7' D O • C OOOOv (D O. IH N co 3 "0Oy3yW —(O NI -1- a CD -1 — 7 0 0 O co co 7 Q_ C— N N 6 7 n 0i BLASTING PROCEDURE QUALIFICATION CO O 0 �N 0 C Z 3 N —I r7 0 7 O N �J o N S N O g CO 74: Cr o 0 m (° O 3 C O C °- 7 Q < N ' v c O' 7 C N ((D/ C N (°0 (D Cr N (O/0 -00 3. `< 0 "O (1 m o' o. D) (D (D 3 N CN y `< (O m) Disposal of blasting debris and containers. 0 v ... c 3 CO J m Q Public and landowner notification procedure to be used; and .Cy (/) 0_ —1 Q —I 0 —I 0 —I T m M q' 0 0 0 O N N 0 Q< • CD 3 c0 00 (.n S N Es Q (� l0 f7) EDfD 7 m 3 "O N 7 V 0 'D D ) N .O. CD 0N O O 7 < (D CI0 C N r 6 N (D Q OS 3 -5' co cico C C 3 O 8 O 7 O N0 .°. v 3 N 0 3 9; v Q d o m 0 v-0 --- C > (D _ O' O A Q' y ° CO 0 co O (D (D a -PP (O N 0. 0 r2 O— co co N —1 3 co, N O O (D N Q — _ r Q 0 ;U C c,,,,_ N 6Jr C co 0 U N, < (O ° O (D 7 0 r• v o co .° 0 7�ZJ 3 Q a O 2 Z N° D 7 j 0 N D N N S 'I 0 Q n N 0 0. o m H co CO 0 "x0_ 7 0 O co o O °- C .L7 .°< 7 7 00 y. O g Q 'o m v -o s v x (D X i( °o (D O 'o ..0. co �. O 7 < N N U c0 -. N D. O. Q N 0 3 0 = C N N o^. (O =' N y? � N O ED _ 0 m'_ 33 w 3 N M a ° M (D 8 OS O C N (p 7 — N 7 co o 3or 2 C N co N Q co co co O SNOI1VOIJIO3dS NOI.OfRIlSNOO 3NIl3did ge 6 10 617 abed L N c N •2 O 0 W Page 50 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS 9.5.4.1 All blasting shall be subject to the following limitations. o v 0 o w w° c r u- -C o 0 T } Q) i CO�*-w Lv N C C 0 y U 'a Z a O N .a L N c O o 76 w O' a) r2 co o N 40 U N o E 'V o) a) f0 E N C 7 CO N o o 0 U j N O a) O C N O OS N o 2 N w 07 4= E'a U w U c a) aE a) a 7 s C v Y.O V O T o a) > co O Q a• 7 C V a) N C L 17 w f6 D o o- N o a V1 w C .OT C C f00 7 C o w O .�.. C N OL.. a) a) 0 E v c c N N o s c a) > o • o o m a o) N a) ° a E o .. a y C y0 a O O a C c N O a O L C a) 01 N O U v N N O (0 O g a) Ti qj '5 E O O L M as o co E o '- w E o -a a) N O - v C a) -0 'C .Oc D1a) N O o L O C co C T.rO_. L f0 v 0 v - C N E L C NO C 7 U co C _ O co -O n -a C - a) 0) 0 C o li 7 CO N a) Y �� .� L a) - f6 V a a -a w _c O C > -C •y O N i .a a a) '° d U O 0 c -o c CO 0 c O v O C c a>>T C O C N d a O > g t L w as y V C y -Oo :4?..' -0 0 to a) .0 E Ti v o oy ay0 m o t O o _co 7 b as E l m o N c N > v C O OS L E N c LL o .O O O a o > m ( O c c.� t ca=0 a0i t ma 8 '0 < 5� ca) ac) o o m m as .mo o 0 •To a)10Z u mY a �� m o o� fEE w oc 00o n Eo'cac - iz Oto 2 00 -a Te ycm aca x a .� . m 2, LP. c m� ea F U oZ or a Wn u? a 03L -.LO-. = m`-. aa))a`)� f6 o -D -0a a a< m La cc —oa a� o a o -C c o c .E 'lc c) aa)p Z c2 0 1,5 � -(730 a) ~ w �Lo Ea a) E E ( >c o�LU O o0 a) Ec o.. U cv a C 7 .N L ~ Z y 8 O > E a) c a) a E E o v GO a) U o) .c C O a= x a N 'x x a) O O CO L c co a) .L-� O a) .0 = -Co a a) Q W O O o o D o m 71,2 c c 'C L .0 X o> L y 'y 'c a L o Y o 0 2 o_ -c 2 2 E w Q o 0 F- m o D O. 0 H o H U ate 2 x 0 El m m U N a) -c) az > Q r 0 0 m :Co- U LL c E vEN�° ria)° =7E O Ft? a �v is v E ai w .Q (n co l0 a) 7 w coors U lvs 0 L E 0 ai ai I- ...o CONTROLLED BLASTING (0 a) Controlled blasting practices shall be used for every blast. O > r a) 0)o a) a) f0 L a) m o� 2 v V) (14 N O O N U v a a) >. 00 N O Q 3 0 a o N o Oaaw U N O 07 L m a- pa3f0c 0 a) yr a) aa) 7 c N•• c c -z. Ty a) To L OS O c Y-o o a) vo c a O oa N o - 0 c so O L N a) C d C. CD - 0 c L O C O- @ o 3 u c a) o Tao Z's. c a > o o co m N O v Ca CD 2 a) aL ul y c 0 4 a i a)ra w m o- co as .0 a) O o -o v N O a) a -o O c (0 N o 2 c 0) 0 C O E a co rC a) -o m c t 3 co o o c 0 CL co C� a > M 0) c ai d D0co 440_, O Z 1 1 20(-02 50a-1- o 7 • 0 0 .Z1 N r. Q — N N N *.< 0° (0 S O M 7 7 < 0 m mra,<- N'm5v< (.D0wO Do - =co.. o (- 0 ° 7 C o _ C 0 0) 7 =0000_ -8-007 sta= mD .3=' _0• .0 000 Si 7 7 —M0 0) N 0. O or O X m 7 0 com (0 v (n 0) mThr. m 0) 0. SN °'O'(n N o) m - 01 0 (0 5 0 -(DX 0) 0 N m. ° — 7 m(D 6 co -10 0 -2 c5 -,0c °-500 S • m 0.0 K 3 (D-1 (� m =▪ 57°0 0 0 Q9) `2 (0 u3JVS ONIISVI9 CO DP a N (° m-0 OD 8w n N o0 (D 0 w 20- —K.) N • 30 m 7- 7 a m T O ?o (° x 7 v � 01 'O a 7 N C x 0 0) a N N (D �° °' 7 O S 3 0 Q c m 0) 0) 0 <• N "O .. N mc 7 C Q O- m N a c O'"` y Q- 7 Q co 7 =.4a8 Q-., -, So. "< - 3 N 22, N m r N 53 v7• 83° ocuid 334 v m C 0 m CO 0 m 7 r m 7 a: o (0 0) -0 0 r S m N O o • ° O N 7C 75° kg O"O+ m`00 p coo ro 0-- 0 (0 S O O = 5. N m _ N* 00 ID 0 � o 0 S O N. 7-3- (U (0 r. D N (o N 7 3 N m y T_0 m m 0 m 7 N- N U N Q N • mN0 cm • 7 Z co7'< N `6 r7 • _m 01 o S.y . 06 r"‹ 3 0(0 O N 0 f0 .m. 3-0 "O mo d D 7. 0 0 Z 7 m 7 7 -Cc° yN O 2,0 N• O (/ (0 -s 7' S - S O m S 5 7m `76 O 0 m • V (D O O.�5r O D a 7 Q X 0 N • 00_ 7• m 0 (o 2 O � C m73 D 0 N 0 N 0a0 3 m O 5= O . . S m <' m m 0_) c 5 Q_Qm .5. • O' n 0) m 0 Z 0) 7 0 (0 O 0 o D- ip m m - 0 03 BLASTING IN OR NEAR WATER BODIES 0'*U x -IC * 0'N i N C m w C (O S - 0) O O C= m50_100a no am m 07 m (p my 7 7 ocarIIUH.1 30 0)m5OC 7 m m 0 m C 3 m a t m Q m o 0 w 5 7 S N Q Z 7 v f0 a s .�7 O= 0 o m 1 n m w 3 7 70 70_c 3((�0 Om 5L flN 00780.< 5 N 0OoDmcp'< .m-. m C- o ,y 3 7 7 5 m C_ a N °' N N m s^ C)v °• •7 a — Q 0) K O N� C 1 D -. 7 N0' .-ICaCy�5.50 m 5.0 O 0) N 7'7 a7 0 7'm CD O 0 m < < m (0 ,.,. O N 3 -Ej2 05 .(7,m _,� 300fO•.cmW<7 mN°O Om a 0' j 0 O .m. N= 0 0 C 7 `< 7 S- 0 m 0- (0 0 m C v 0 0 0 (o ate(° -°'0002 53 0-0 30°°K -DC m 0 0 C () 7 7 o m Q m, (n MDQ C w w s,6Z_<ZLI dm 7' -< o O 7 0) 0) Q 7 O n O N 0 n n 7Nal m o 0 x0 m - (0"O 00 0 0 ,7 7 m(o x 0 00 (0 x m m 3 W. y 0E.m7.. 0, N" N 0) ° < O 7 Z 0 (0 0 5 0 7 N O 7 m -C 7 7 0-1 (O BLASTING NEAR BURIED UTILITIES D Q (0 Oo N 0 Cr • 0 A 00 -0 ma p o< , v0 m Q o a 0 d 0 y 7 <, 'O o (O 9w0 :<0=. -00 "O J O ▪ 6 a� n- o m co C O 0 O r K m -00 Dm 2 Th N S NN Cr -0 (� O m n u z• m CD a S 4) a O s0) m Q 5002 O 06 O E3 • D e cZ< =• 017 0- 0(0 m 0) 0 "<03 m 0 C 0) < _ m N O N .7 N Q g. 952 m m x . N m Q07,:m° 7 0' • C CD m 7 • 0 Z c 'T• O (0O aoh O 01 7 a@ roc. m m 7 a m SNOI1VOIII3 dS NOIIO11211SNOO 3NIl3dId 8E l 40 I.9 e6ed CO CO Cr) O O a- N 46 cu lY l0 CCO A a PIPELINE CONSTRUCTION SPECIFICATIONS N Tom- 0 O) 0 C O N -'0 N CO p U CO .0 C C> O L CO �C t Z N°pO y o) aI- .0O N T N O V> N tD O 0pN2`n _c )0)C 0 C L U C 0 O Z C O N .co O U jO C Cwo ma c0i c0.0 0 E E m> 0 O Illj N O t, CON N C N -0 0 N C N _cn y c c ° w t u- 0 —E a) .0 .0 C .O p) N O w Q O N' pt N C N N O Oo.c 3 0)L m'- 7 c . a) a- Tii a) _T C C_c .L -a .00 c in y C N C y O a •O N E TO N' /0 > C N LE C O E 0 E .0 O ,U U p 0 'y O .3 'NO a U N N co t t O_ N a N Q • 'y N O y 0 t N N 0) D E X a f0 C 0 N N O C 0 0 N c '° 0) W -0 O N C •y C a5 N L .- C y C C N .t.. p CO N Q� 0)w L aai 09 m co E oQ .1-75 N 3 N y t 00 0 N a O n " a >i 000S c3ts w`6 o>a)•c m'0v° 3 c:r0 'E 0c 02°ti c N P C N rU i_i N a E N mcc o Oa. O N L O N Ti • f ag 3 E D c N f6' c '°" c a7 O N N O N E .13 Ta N ;� ° 'E - L a) a) E C a) 4 a T C I- N a O Z O N@ N .0 N `� C= C O 0 m0 aLEtN maa0 0.o N. C co _ U N — • N fa y 0 a 0 0 0 U> n 0 E y n as a) a1 y C 01 O N w a w 0 c°a c N L • COE O)•C 0 0 0 0 0 t L O t N N a• -0 • 5 ° 3tO CO 'a (til CO O. a) E 00 _C 1- • IL. c aE Z a) as o NQ c m -- o axi 0 N fa Z a) O N Ott N w O N E O y- 0 .�- ct 0— U 0 c 0 O F 0 F y N 0 a a o@ 0 O a3 N N O N N C f6 L U N O X O 0 a 0 0t p 0 t N 0 'O _o LC t~ — CO N c 12 o mom m` ° o O.Ng a� a°) Zco N Lt CO °Y a NI -U EZ tOy O 2 of o.° o of c0 5 m N of 0.SO of N gi 0 O a) of o ac oin wnw oir E0 oin 0 o - 9.10 LIGHTNING HAZARD a) • n C ▪ O 0 C so 13D) O 0 N act 'O c�co a 3 y N m T N ,E t t w to p 0 U E E C co c U y ca O T N t y y y C N x N 5- co r tN 0 « 0 z N 3 N 0 U a N 0 C •c 2 3 0 s0 Nm O N o,+N_-) y 0)0 Uwt,w N a) C 0 N E y N rna t o LO 3 m NE w N 0 -0 c m• t g E V N as '-cm EN 0 • E N O OL 0 L 0 L 0 0 N a N w c N N a1 p O O ..> .m U -o0 0 C V C " 0) a5 C (0 Ca O U -0 N a) N O) ✓ N 0 0 t c p N C 3 ` C Ts N N C o N L a, .0) Ccof 30 1383 Na ill 40CU N Na 0'0 t NC ca a O 0 u N 0 ;C 0 Nay) r N 'L y ` F .t.. L C N Q N wU E-0 IL ) c a NI-oo rCr) -c dr o 0 O f3 N oO -p N of 3 oi0 c E of m Lm O) -o C C -0 N U O yE2 p w " U O) _ N N E ca p C C w Lo O ,0 E O N as a C L a) N aa) U r CO c 4;-0 E z0 0 0 O Q t ll C7 CI 0) 0 O 0t.cw O) 0 E Uo w C N y • m a •o > 0 w O UC7 N 0 > _a a) tw c to a) co f6 _o N U N N c N 0 C N E N 03 U i > O fa0 N 0 C N 0 C O' 0 ° E • `° pt E • 0 t 0 p Z 'n I- o) a• 0n0m 0 0 0 U • ot'- y m _C j C 0 3 CTI ca ,c2C p (0 O 0 a) >%T- 7tE-se •-_rn O N O L7 > L r N) O T U Oi "O C) .0 (0 C E co asN O N Lt- �' o c 0 J a)C N_ J o w 0 o E N t a a3 0 a t • 0 C r ww 3 O .0 N 0 _o • N - N N 4 N 0 co co o p N 0 o C >N 0 N > o N 7.N CT y cca '- 00 ca)3 -- c .c in O N N r t of o 3 0 co -� p N O v� j N S 6 P n 7• o to 2 m (D N M M O " O N '< .� Ej a a (D p Z N -' 2 17 �.' in �N A M>'6 W �'N.0•ny N 7 v' 1,1 (c05 — Z .cn-O N C (D. ZO LD10 (D O N-'gyp)-�NS� 7 o_H D "O 7 H-_ -I (74._ 7-I r N `_ `• JC .,,. W !ODI (A 'p N D 7 o_ 1' o Z1 7 (D H O O 0, N ti rn)=.' 0a w°1 m3 mD, 3a vJ�mau,QHa man Vim. -m a70o)0 A Nan a W? N Q' -0 • y N O (pp 3 6 a N to -�' N N Q o m n � ay � ID ? ° w -i Z CO5O 7X0-0 01 3s- o o J� ago a.= 1p m Z nv y 7 D —39'm BP. �. v ^' co N N ? (N () 7 N N CO�9 .6 N p (D • -I 7 O Fa O 3 ' -I • v �� a co _a 3CD � o o z� N� o •cn m X �� J c v - -0 73 mc o a z -0o nom0 cor7o 0S �o3 3 03w ma o o(yCa(D_,D .7i(D o= zcp co ,J Z (D 0_ LA .P OE.p n z4 3�5p(p 0, S0 ? 7.. N"O6(Dd QC al 771/4- Ca. X C p (D OD N o .°W N o` y QO N O ^ O coO . o 3 fjom0 N J. o D to H 10 0 n J J 01 5� (D ..• C a 0 0 7 W O co CI co 7 S .0 O p_ CL 0 ti3Q 7 7 CD N N 7 N -p NQo�OO, Q y N O ONT - a � N 0) Q 3 1 R (D x N N -7i. O S N �h j p CO 11) C co j 0 (D (D N= p O? 7' (D II 3 6 %.< cn O O O 7 m6 QJ• m mid 3(°_,E o a) H 0 v m Doi o= CO CO CD J 01 _ O 'O 7 C 0) 00_0_,,0 W W O. = N 7 7-0 0-0.(000 O 7-C-6. "* -II 3 coCr U(0 W C D O"OO co a i 3Q. 5. (D 2 0) 7 n 6 ti. a j O N° 6 n 7 "6-0 . CO 0. a 0'< 5 3 goy c o a sm 3' N O N S v o �7" S 7' N ao D) p M (SD 6 (D S 0 3 'O T. 6 C (D c C 0 °_' c`O ao.3 > > o° ans7m a 0 3 •�v m = ... a0.y n6 °•�3m co ,W., J • N o a 0< to N O N.2 (D D v N N <o v a 7-(m o -, (, o a `�° ', m m ;DVa oda vaoa 3-<° m N N O d6 7 d6 7 60 �. c' N -p (D a J r` 7 0 0 7 7 (1 N(D N N -0 S 7• Da ▪ 0 03 3 7 CO (D 7 3 (D 7 (p 7' 7 7' N (O N 7- (O N a 0 a co co (D ONIaN39 0'01 N -(O 6o Q 350 p 6 N 0) r 01 OT. N N • n N .00.-. O < „7„ a K m • 7 o N ,O O X 7 Z� 3 f0 3 N 73-<0 o 7 -(DK N CD o N° o M o .° v m m Km x No`��3 CD 0oz y vD� o Fa n o 3 -<06 :� Q o0 < Ooloa o (o -o o a • 3 7 0 ((fl 3 6 a N '<27 3° .g. 3 - o Cm .. .ono- a W Cr C m o �. 6 N w C * 3 (00 N " < W 7. o 3 m 7 7 NOOZI SS30X3 W6 SNOIIVOIJI03dS NOI10f12I1SNOO 3NIl3dId 8E 6 10 C9 abed m c CO 1/42 5 O 0 Co Page 54 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas C 0 a C a = 0 To 6--15 CD 'O C6 C L. o a L m} -n �y'vM m L. Ow u E Z • a 0 L t T N a C N 0NQa °F =" CL C EC+.4 0. c 0 O O.' -O am °yr0 17ai y c co L w 0 L.3 CO V.L.' Cr: a .0 t/j j b y '- U O T a) _c -O JD c 6) -7 CO • N O U a 4) .0 L O 0 a— a V L .- U'0,... 'C O O 4- Z O L o V � L-- c C U m y 0O 0 C 0 O o 0 y0 c a N 76 _`NC.Ca Vc •.- CEO CVcV«> st6.Q 6ci—da m@� rm—rn3 E. r,. L a y 3 C -° a ••°• h N_ N 3 N N E N N °) N 4 0 0 0 O C'C-O 2 a. ° m N 0 co y 0) -0"a' C O ... O Q. -.y tail OIC xV N 16 E .-..t? •Q 0 .O 0 L a 00 to m L N 10 CD _+.. C 03 U O N UCc to Lo c C O C c C 0 O_y .0tb £C C N 2 3 0. N MY a C vm 'a xs CC 'a N wt7.c.g,o2 c0Nr°7�°wErLOa OO aQs°��°:�63 amrcrn3==mo (500)c O O N.- .04.3 0 O r. Oy_ON . m °) c wCV yN O E- ° .0 s. Oa aaCm y (5,pC�n 0. h yLOa C 6 -0 'C. O.aN NOo V Y O O Q. N G m a a Y) O .L' L-. C N C L -5 ° 'C CD a s IC G w W a 4- - 0) 0) 0.07=c00 CO N a C c> a L a 0 Y W L fl. 3 N C O a 1) a N L 0 O s�m00.0 co w m N N 'w _ .0 C 7 a — C y" N O "..0 E y L j V L m t6 ,a0 L n . O E C° r U co ° N° C C C °7 N N N m a a° 0 d W L a d= a f N a a N L r O _ Z 0 n CO a O f6 N '5 Co > 4 O N •C -O Z V 7 L.' m 0 r V CO N L-. Li a s Q r c -0.N L a N C E 0) .'=. 0 L 'Q .a0 N W N n a 7<ft N 0 U N •C C m Ol t_ Or .a w C °r r .0 Or N V a 10.2 E 10.3 METHOD OF BENDING CO a a C O) +L-• H m 7 .o > 0 a °' Z r N d N O a 22 L E 0 a) >,V C — > 2 • O L c U 7 O Z 2 w 0) d 4) ° 0 m 0 m y0 yiia s mal .° i C... Z ° a) y d C'0,O V 2 V c m or O 00'0 U.0 a a0o`1) L O r L sic C a O m O CD 0 a - 0. c a V — — -°O >O — O N C O — m O) Ta cac C m V L L— (C6 C(5ca cfE _ ° a 0)Its CC CC U n c n --4Z 4 13 9 lL r O y F f6 0 .a E Z E 0 O 0- NOw. C r .>• N 0 C C f6 L O O N 0 0 t 0 co C 67 c m N 0 `) (6 c CQ a .z L E 0 O a V L (6 N i t6 d O y c a C L C)0 En E c U V (6 w0LO 0) c E N Y a @ • c 0 E a r O y Z T d f6 O •co N cs 0)� a N a" m L -° O 0s 0 0 m a0 0)2 c L O a Ea +62g m c N ..3L2 M N =' O O f6V r 0 0 6) C f6 a f6 00 E4 N 0 E a a co V c . a E O)m n •c > E > f6 C .c y EOt O ao Q E r U d w O .5-< ERZ 0 a a 0 y Ec 0.0 0 '0 L a O ~ U U a a a N c o aw ._ 61 c 61 O• a C c CD 0 " 0 O c E _ f6 a OL O O)." •0C c w ° ' .> O > t. C O'O y2�3 �N(c f6 — N V Q 0 U O_ N a ,C M 0 T.? O) cei Lx 0 Q N 10.4 FITTING OF BENDS a) C) C -s N N N a3 m D o (D E ry 7 m> � 0 N w .v_ aco N 7 =' EL ma �co a 0 0_ ac o C 7 3 m M O m-•0 c N,< o 7 N N D) V1 c a7 mai N (D Ed a N O N � N 51CD a am7 O N v1 0 (D 3 7 N 0 ED a ((DD C (O/) 7 n N 0 m •O N 'O - r -' vm c m 7 ••O0 j000 • 0 7 D 0 Z N?om°D n w- ='Q < -.00 0 (o 7 m _. ca - N y 7 mr, ED a,.. • � (D N fir C7' ta0a(�(o _R0 c).N m 3 a -mo 3 CD c * ° 3 zN j 3 4 (D C S. S c (D (p o > N-0 3 _ 73=_�� co -0 co 0 0 0 ° o O 3003.-1 1•3O O (0 O, 7 N -.. D N Q (D Nr Z o N C 0 0 3 D 7 7; d r N p) N T1 d O 0.0_0 0 x i 0 m Z m DNI413M 011 6 O -. ' rny 7. CS 3wO O °5'y 07 9: c7)--- 6 1 N O a 3 z Q Oma a z m v.a a x. Q. °{ Z a .. d 3 i.00rozi 03 cc) 0) (D o 3- CO 0 -, w 3 a 3, O N 1' Q ° ° N N O S a m N 3 N 73 m m30- 7- co 5 3' N .O pOj W N U "O ,. 7.-O 7, 7 O "6 0 N (O N O� 5 o m o -0 (DN N N Cr a 'C" N 7 co "0 7 r: D) N ..G N (D (D Q j N ED 0 m 7 v x co O X 0 0 m 0 3 3(° m o' NC C CO 7 (D 3 a 7 w 33 < L -0 a(21 O CD (D (D p 'o (1) • 3 Q 07. 6a� S -n N D -N 7 O (D d 0 0 < (15+.O N o* C nm �' ED O -50 -I .a s— y v 3 Zai s 2 a0°. (Dx XI a) m .Z1 5 a Ci :7 0 co c N 0 0 0 m o a 72 U N a -, z 7 N .. '• � N 3;c0 co O O 0) 3. O O '1 (D N 7 a7'NPC� WN(D IF S3lddIa 9'06 "0 —s C -, 0 —s -Q' co N N C O co V1 O • N 0 <T OM n0C ..� —w C. n N O a CO (D Zv o m a —1 N D) a 0 —D) —0 1 3 0 � 3 O o (o• _ c X o »o•x N 2P.. N O O -CD N Om 3 co (D a CD 0 c Q.CD 1) N 70 _c 7 O 0 ID (0 N 0 O co 3 a c 0.1 a 3 0 0 0 a Z0 2 N N P) _ O (D D) a O N `< "0 0 _ N o O_.N • '< K 0 O "O OS N z 7" N N N Q-asa O Q o N j. D) 0)i n 0 N3 m c m c n S 7.. M. 0 0. 7 N 7 D) (O N 3 O C d (O 5 — co 3(Q O' a 00 - 0 3dId 01 3ovwva 9'01 O N o O A o • 7. a� D7-> N = 7 N 0 N (D d U o a 0 0 7 3 7 Q .-.-.. o N OH N (0 O N N 3 7 N — — N a 3 0 co c a 0 a R a —si — 3(0 "(N C 0 1= 0) 0 R. C) rel' (0 3 N a N O. 5- 00 00 v <o 7 N S coff:as S O U 7 N 0 N N o 6 O D -. 0 0 a; . 3 N N N 3 o N V 7 -� ma cn -a N SNOI1VOIJI03dS NOI10f1211SNO0 3NI13dId 9£ 6 40 99 abed PIPELINE CONSTRUCTION SPECIFICATIONS 0 a) a) v i a) 0) t U t C Y 4_,L0:6,_ S O m OL O •C m a o N N ;= a) E Q O U - a N Y a Wig'__ m o�0Ut3 a0 C C O c pe c w c O 2=0 0, O U Z 0 CT U 0 U 0 a a)� 0 o a a L r c c,m 0 o U m w N m L m ca o a E L O tIr Et w a c } m a)Z N m•N a -ono o a)a ° a)a "32_- O d C m0 c0 t U c m N o O - a a)sis To75 c)ow N m Ow(oiQ0) o N U m c o1 --°c • zN -o r c_0 aa) r 3 m U 'a 3 Structural supports shall not be welded directly to any pipe, valve or fitting. 11.2 PIPELINE AND FACILITY WELDING 0 c c• N • 0 fl. - .a_ E O c/) C) v0 � c 3 o� 4 w >-o 0 U N r 0 U d wa -O U c m0 re? 00 UW W O c m o U U U a w N a co La C) N U a) m i �1-v m ma=w c C)� c w c)co W m CO 11.3 NONDESTRUCTIVE EXAMINATION L L Y "' ZZ0 > C .c'cCEEt0C 0a)aa 0)-O 0 UO`Z"'N11O,fQ�_ -42.65'0W00- CYa0oO0OZ °C- c0c °. _m r C a) C z i7 ° 'O N E o> o c y.zo 7n E O m - - C ow c0 N o mQ 0 aa).0 4 °oW Ooa a),_ C-oN N O C 0 O C o C- t') U `t- U m o,Cm 3 0 a C o E O N x>. c. C 0 0 O N o C 1- U aa) N o -O W C o m a W Q U� c s R 0 0 n -462 =o Ne°zm>N m ( f6 46,0>N ° m Lo a) V O O J 'C y raw Z ") 21?) c0-=0,0 C W.�'fn c o 3U� v O o °) N- W E o c m o v Eya °.c —c LE,oDag'h° f > E oU— O EsN °0°U}wocx2.v WCOmo O -F _ 0 ° L 3a Ta UJLo E° a) Y o m 0 coD.0 4m. 0 .> c m o > N N 0 3 Oa. ° t -No ° E mom L ° CEO NU w a ncwZ a)r C o3 aoZ c a) EC a°OD oZpU�oCg cf6uzaUOf,UCaoo=WOt ) NgLi_ o °° N 3 00 m E Ore 0 a aw ° 30 :t4.-°03 c C m mF C O 1- m 7 U U 0 �� O C C U o U o c< m -° U C O_ c o m c �.o a Z3E.cc0Eolaoo:° v m mmC C W ;Igo m °O o 7wa g O O.- m w Uv= WwO o mU 3 m -o L_ 11.4 RIGHT TO INSPECT 0)4') r o COO > C C 0 .n �3L, W N W t U O -O Q• U o OCW O N o mooe W C Z w w >> C p @ U -21901(013 fl is 0 a 0 c U m m C C;C w -0 O 7 O•!�'C C@ N N N N_ C c V 0 s 0(7:50f)- CI. 3� Wa r 00 (0 o - W C aof(4 •a o Lai o 0 c W c 7 U m C m C >WQccO�m Z O W• O r t c U° w U M D m o U a0 c a w C W 0 a) O EUc Es Uu o Ja s C N 3' ac •-0 0 a) N o C W' m y 0 0 4 O r a)fZYD oN s N 0 Er; W 0 m~ O N Y O a a) Ci E >- N "° �} aNOoL>oa O> 3 c U O 00.0Qm2WU 11.5 OPEN ENDS 0 me C N O a laD) c - C Y C > �._ 0 Z bac oON00 c -=0c mt O cc Y C w 0 o � m o c cat) o m a Ooo ° N m C) CO -E0 Lm omo >%..c. -0.00 170= 'c N o N C) o c L N T occi t Ua) y m m a) c C 7 0-0 • o� r y a) r N ONIlf103HOS 6'66 0. 0 3 0 0) (D v 7 -1 m -` o N m D. S (Dazt co O DSO2 m y Q('gC Om c 5 o) QEF p D� c m 3 •=1. 3-<- n c N Q3m m 0 r2 (D 0 a3 .-00 0)•_0 (D N U W O (D S 0 7NNm c m m C 'O (D 7 7 7 p CO 0 Q N 0 . 3 a5mm='o3'v 0..0 "O v N 7 ' 0 • 0) ma 0 2137-20-r-0,.7 3 3(D c 3 co m 7 4) o . C -D 0 D 0 0 7 'O C c S 0 - O 0=00 - r co O m 0 3 y 7' 7 6 0 .i• 7 = < • 'D-�o - W0 3>1<7o'=c))- 0 g .- N N O 0-v O.Mf 0�. 0'00 o O =• 7 0 S W N 0 m. O. N 0) ..� 0 N (D O. 0 0 O CTO m C N O (D a YOS o a O CD 0 Q S• < 7 O S Q F H O (D-6 , 7 _,x • ,&i--00. 0 (D N N °a 00 7 a= 0 0 0 Sdfld 8'61 m 0 O o O M n O 3 W °a7 m a'< 0 m X 0 0 Q 0 O o 7 S Z 71�m W 7 N 0 O O 0 0 O 0 "a 0 00 O z = l w Zna "<-IQ3 0c W >730,5 N S O (QD w 3m 3003 N 0 3 a. X Q 70. C 0,C0 - (Q3cW CO07 N (D 0 E0 Q (713 6 K 3.<0 N' 0 0 0 3 0 3 y O (D N 6 FDIE3 O Q .W(D O N c - O Q O 0 O N d: 3 m 3 0] CD O N cn O 00..700-• 00 0 a 0 0 J m S < S • 0 Qm 3 m m 0 m7�on 0o Q . aa 7 O m 0 T S- 0 2. S N S a v Q). S 0 O 6-O. 0 M N N m N N Q 0 0. O m7 0 b 7 m, 0 a 7 CO 3 -. 7'• ,N7. b Q - 7 O W N aTT, N.( N m _• a .. S07 .m.m = = O O 3(0 O CD m N o 3 0 0) 0 =onto 00 = ) E 0 • 0 c .7.. 0. -h0—•7 0 c- c -t row 1. 09 0 3 ED; co_rw 0 9, W W o s 7 N r. 7 7 _. m 3 m m 3 (D '< = 0 a0 N o S ; O m < - 3 O o Q N 0 o - N.2 m "1 m o Q v m W ,-.. 0 m ' N 0 3 x -_3 7. 0 O 6 5:-8 a W < 0. W 3 m' 3 33 0 0 7 0) �' QQ3 7 m 0 O C Q_h7 c 3 3, d= Q 0 O 4 0a- 7 • Q- V N 0)' �m m m (D S 0. o 9 07 ea a0 O co 5 O9, 0 1 " co 0 0 N Q 7 N ▪ -1 3 0 m 3 7 'O 0 0 at 0 3 7 _• 3 !D 3 0 5 (ND m c Q O 7 O 0. 7= 0 • O 0 o m 3 Q 7 ONIOOINS C66 0 Q O 0. O Peo(PD m(0 7 3 O m m • Co W m Q Q S ma • W -aQ 0. - CP 7 Q . S j Q 5 N (D 0 7g CD . W O = c N 0 mcD C v 5.O - 3 - N 5 m 5 3 S O N 'O• C Oco S ONIGSVMS 9'11 7"- 0M°7(97 m1 3-oa(nQ(mo S N 2.03000 m m W o 0 0 7 a= vy _ m Q) m S ca 0 j' 7 D C 0)CD n 0- 0 0 m (0 N 0 S m =-r' 0. 0 3 =50 y 3 m (7j) -O 35 O' m.0 N .m. n() °332a), -cal CP s m C o �_-o 6 w 3 a 5'om Oo<o coo= ma 0 a0 0 m 7 Q 7 0 a 7 O 0) a, Q= Q Q � 37 o W o - 7 0) 0 -t, .0 0 Q p- N O 0 3 7 X 0_0 (U. (D < (• (DD 73°C6 N 7 0)• 7 (D 0 n Q •-.. Fa m.'3 F a 0 00a -how m 0 -n _ 0 0 0 0 1 O ca; o m °,3 0 3 --f° •n3 a9 m 37 Z5•�0 to ' 0'< o v 7 O 7 �1 7 N 0- (D N `.< DO D O 7' 0 t m 0�cic(oc2 • =a 0 W 0 3 0 .• 3 _ a 0 5 0 aoacl m O 7'0 N 1N 0 W =(D D.-1 6 0 X 7 7 N Co N 0 m O 0 7 7-0 U) a)mcp7D SNOIIVO13I03dS NO1101MISNOO 3NI13dld 8£ L 40 L9 abed CO CO O r r CN N N co cC = LO CU N CI- PIPELINE CONSTRUCTION SPECIFICATIONS AOO n al M Q ,>t L ° N r ZL 30 5 c.L.._8 1.5 d a) C N co _T., w 2 u-'° 4F, -0 0 2U a) N £ a)0 13)N as N r '� > C d U -if O L .0 (Oil > 0 0 Y t as O .0 U c F o) 6 C N U C a) .. fl. f6 a) a) ° O O 3 } 0 Q Q N•_c U N N .D CO O F-' Z ° d C O N N .c 'a 'O 0 - at.. 0 J E0>°v0i00 3 O N 0 ° Er- •oQ 0 a) O C a) N' •O -o m co a) 0 0 .O0L�C-CU N'� c O >O ° _ Ny LO CdZIL _o (`7 C O .`0 j C O) '° C > F •° of a) +- 'o C N C y N y o a) O N =p O N N N w .O C w U N CO fn 0 Q_c�omQ )> a c ° 'r E 3 00 OWE o m E o�w m o v a o. a U3 N o m y m~<n 0O a' O.0-00 O)'.> '.0-.. ii ° d a) a) f6" 0 N W W W c E> c 0'�Z c as 0 0 0 0 m °r0, N 0 w 0>Z as oz mr °�a wE L - c a ° ar N Qf' a ,p Q y 'r °- c O Ina O Q N 0 12 N N a1 '-' a) (� N 0 d o E m o 0 c r o) . as N E vNmR �� y o v >� m i .Q as c v c r1 m CA U o a) N « Z co N w as >. a) a) aas s W cy0 0> en p N IDc v 0 .c W 0 0 0O E.5 Tot>�0wc Z vo '� 0 as a �o mN _cOZ L" -a' -y c O Co, m 'c c o E o) d� �� _Wz0 N Dov a) _c cai F= °c c r E@ d o v0i a= c Z ow o> m U cN >s'=l° c Q UV c o N N 'o 2 a) O U 0` N}0 0 —3 a U ca) a) 0 L o 0 m a) a0 N0 ZZw ° a L w LL m Q art ? E Q m a O ° N a� Q Q T 3cmN0) _c <) co o ° o E o o ID -. J 0)0 Z >p0 °X951 c NN N'L ;'_?J d � O O O O O <a Q C 0 1 > y� O O z 03 4_, w 3 c v v v d v v m W w� � w U ° F o pc c° 3 fq ' C 0 �0 0 w w L w w m 2 Q Z a) ° 0 4-. °" '0 .t-• ••>. m N t =° N "o `� i/i °: U U U '_Op U U U '.. '.- a� > N Z o. V 0 0 3 >> 0 a) a) o Y c C 0 0 a) m a) 1_ 0 O rnrca)9O_0 0 coo c 0 a a a a a Q ra Z >r Q OWN 3 0 �t mn0 co0 CO Q CD E o a'i o CO cn o i O o 0 ��t0, On cOi�� a o 3 s c O 20 N 3 o 0 0 0 0 o n a� d c c m° c �LL 3 N a) a >T N Z- •7 >. Cf O r N M V' In C° d N N Q Q O a) Q W N a ~ J o mm -0a3 o Nm3 c F W w W w w W W 2 W ur U -d• r cvc,D0 O N a L N 2- N W 7 m Z .c p_ N 2 E CV N z O. c o o n NO m Q� ° m 0 o a) m r Y LL iil C7 ti m tai oi as r.c2 c Q.0 a) a Uv >, a) N o J N 11.10 12.0 r fV 12.2 O • N 6 D) co S > O'v 0) 0)) O m '< O. O n S. 7 O O 0 C aSi yo W r 30-.. 7 .y. m /D , N 0 CD a 0:o ICI a Q m a S O 7 CD 0) (a 3 � 5- 5' 0 0 v r 0 S ° (0 < < -, co m- 0 m s m v 0 -3 ofD < m �_a)m O' Q O O QN CD (p 0 0) 0 O 0 a -,. 2 0 5.-a "O. 3or .O•. v 7m_ 0 P. 0 3- <0 0 0 7 O so 0Z N (7i a (D D 0. c c 6m 0_ (D m m o a D; v 0 Cr m co W -,O O Q OO S g -^ y a 7 0 0 a 0. N Cr 7 m0) 0 'p' `G CD *°• S CO N y 0 < _ IS 0 IS mCL m 0) CI (D O O SI) 0 Q y N N 0 7 O' 00 0 0 (0 m _o 0 0 w S 7 S 0 S Q 7 9' r 7 0) CO D) (0 *f0 CO = 0) -I. OS 0 am a m 12.5 WELDING OF VALVE ASSEMBLIES N N N N N A 7 SaA IV V7 0 0 0) a, 3 Q 7.. Q y D *�'D N 0) 00 m ••< 0) 0-3 r+0 -,N U 7 (D 0) d o 7 O 00 ma. o m 10 S y 0 C W 3 0)v 0 7 d 0 ,< O' N 3 N 0 0 U N T S , = O 0. 0) O 0- 0. 0 0 0. O m QE CD 2 o Q N 0 0 a 0 (D V) 0) a ((DD Oho - m 00. 3 c O 0 y O S N co 0) 0 7 0 co 6 O O. M 3 N O 7 (D NS •`<< N Q 0'< 3' 7 7 0) O O O co CO _ N c m O O 0 C O 7C U 0 S 00 3 0) y < (D Q 774. y 0 co 0- m'< 0 co (D 3 (Cn 0) 0 a3o Q 0 fo Eh, o - m m 12.4 HANDLING AND STORAGE OF MATERIALS y N (p N C n 0 �O= N O W O W O+ C N M • W W N O N N 3Oy 0) O Q a O 8 _> .c (<D *o c'� -I 7 -, S y S O(j com .,,0 p 'O"m 7 • o 0) 7 3 '� ii 3 3 y c 3 m N O O o O D U 7 .. Z ti, 7•. a0 9)a j y 0 0 0 y r. 0 0) 0) O S 0 "O O O' .-t. O 7- (70 O (D -., S 1. 0 (0 m co• O O m O Q • (j< � w Q_ r m 3 00,3 00 0 Z .O 7 "O -�II v j O @- a/ SaO y.O IP o m D 7 O CD 6 is y 7 S 7 M. 7 . . H 3. 0 (CD 0 O c 0. 7 '0 .:1 N a N O 0 < i O y Q 3•m F v m m (D o = 7 7 3 v a 2 y a_ D1 O S O 0 N cn (o a m 30 � 0) 0 7 O� M7 S O 3m S O' O 3 O'G n na CD N c (WD O Z 0 N O`< N 0 7 -I Fd O' Q 7 O o •.)0 O-�DN C N O� 10) 9... Z "I Cr 7 a U Cr0 7 0 O . v ri'3 y 73(D . y. (D 0 Q m 0. o m o 7 y O 37 st 5 1.;€ m m o o X 3 c 0 c y' 3 .« a ('I•v 3S 3 S Qm'<�'C 12.3 DIMENSIONS OF FABRICATED ASSEMBLIES (0 0) • N N (0 6 y ID 0 y 0 0) -CT m �O 0 o- Z 7 0) .. C 6 m n 0)m 0 a3 co a: y N y v X" S -0 — - 00 m m 301) -. o •m o m 0 m 0 7 0 0 o D N 0 00 0_ . 0 y 0' O 0) -1Q 0 0) CO 0 -- 7 o COI 0 N 0 a p g W M 0 6 0 '< �' o - O O O O0 . 0.5 o) o 3 0 a 0 3 ui a' 0 0' 0 =.a0 0 0 Q 0 7 n' - 0) 0 o E. 0 r 0 0) 3 0 0 -0 = m 7 0) y — 6 0 7 N Q5_ 0 0 = 0 O- 0 v 0 31 0P Dom- Z < S oy m 5 7 Q m y N 0) m SNOIIVOIdIO3dS NOI1311b1SNOO 3NIl3dld 8£ L to 69 abed 00 O r N NO = 0 cCO N a PIPELINE CONSTRUCTION SPECIFICATIONS m « cO N > 0) - '0 N N Q JD C a) 3 �t"O =p Ti 01 3 t'0 O_ C U E U -o C CD 0c 00 p E U >. co N c ._. O c 0 �' w 'o D_ N 4 E, O a f0 N L > a) > OC) -O N co•0. a TOO a) C f0 7 CUCD a) 0 O o C U f6 co N a) 0 N ill 0 _ CO U a) C U O CO N (0 N CO C O co L N— a) E "O U C O N 01 c 0 N O a' C 2 a) 0 O. (0 o 0 'o N 0 c»Y m'; Fa o vco Es do Ca ca) 2a) a) t a3 V o O N 0)0 0 v.' -0"'E ' N < 'N 0 co t6O 3U U o.-_0 0 _3.c .c1=1 2c 17, 03 .0 79. 0 4 0) a) C N Q a) -1--• 3 2 N > 0" @ f0 •0 N co O co co C vo • 0 L U a) t CO �� at m 0 o m m N'y 0 E aE) 3'u Z• N O N O 0 0 a)w o 0 � moo` � c C a) f0 cm aro i, c8 0 a) c f6 C - co Y a) o N f0 (n o E 0 N` N- w w y C ,C C COCO 0 CL O C C '� .�0. •C C c a) -o a) 0 Ey 'mot -ate > one ooa 00 -0-2 0 aC a) 0 a) U .� -1-. a a O •V C a) a) .) ao j 12 .0o— EE N 2 t a a) 0 0 ,mar., o m U co >+ - co co C (6 C a) 0 a)'; o o c (A m o l — c w- o — a N yo ate °) Z ._cr°Z C°O om•E code --o U•- C O 0 a) a N �i 0'� N Na L9 3 .nt c W. al c0 o rn�0 a) a3 da aNiO N Nco i- co f0 °'n Z C7 of°�2 fl y2c ccac 0)0 W wo 11 a 0 �0 � O Z o o ;? a) OE Q L. W a 9 N m y g a) O < 0) 0 oi` F C �)c O LL Fav ° H c a C o N > o d E� W Adm (9 NN(a r;m �m0 r„... '- a0i� - 7 N = a) C a Z N O r N 0 ... N (6 N Q N c 0 co U 0 W c. O Q3 r E o r 0)w � co r` T > ` c g C CV >> a a W m LL � 0 o NUTS AND BOLTS 12.6 12.7 C U 0) >0 'Q rpia wE 0 Oa)- a y 7 O•c c U .- Q O .O U 'O C O 0 N a) Nw -o .t.. 7 O C _0 a) >; 0 OZ o 0 m Q ao-a o r 0 � � To)0f N i i E 0) -yZa To 20 a) N > 0 0 y to 2 (0 01— C T•-0 To (6 C 15 E y EU N 7 co N - r'cmo No c —Y6 .3 2 C - _a 0 0 12.7.3.2 At the time of installation, threads and nut faces shall be lubricated. 12.8 VALVE TORQUE -TUBE PROTECTION To •c -o N > N O LO a O N N N N N >- aa 01Z O -C < a t>0 2O a O m N• Qfl N 77 L N 41) O N7 CO > 0 f00 > O n — 0 0 0 n f0 o (0 E a 0) how CO f0 v a o > 0 cp > (0 0 -C 0 '0 N 76: 113 i - n_0 0.) a) a) C.2 3 'a) C o 0 U N m o a> f6 Td12i31HIN N 0) -A 0) 0 00N a7N a o o u9 0 y CO ••r• • O. 00_ a N 01 0 o0D aa? N () .0103 7(n 13 0 N O 0 Q 0) O 3CD -a0 N —. 0) 0 01 V c0 3 0) 0 Cr N• Oia0W 0 c(2 c w 0 0 0 3 0 co fA N N O N a - 3 3 a 6 0 7 v0 00 Ea CCi co S -6.0 30) 6 o0 0 o a a m anc 3a N 7 n' .0K• O 51 U cov 3 d c 0 C O N y0) 0 c N 0 m 0 a 0 0 N 30 O 0 n N 0 S o 0 0 5 0 v TAI3N30 6'Ol'ZI. 12.10 BOLT TORQUING AND FLANGE MAKE-UP < N a(0 v O z m 0 aH 0 N oN Q 0 < 0 . * 0 a S 0 st 3N 0 0) a) 0 0 0 a3 6 fp 0 0 . 0 0. N+ 00) v Qa 0 0 0 N 0 0 a 0 ON 0 c m 3m°) 0 con o 0 Z so0 m0 N 0 Q a o `< O 3 N - awa 0-) 0 0 0 CD n 0 m 3y 6 Z 0 o O 0 0- E3 118 Z0 0 B. 0 0 0 O—, 0 N 0 7' S. 0_.. O O 4 n -1 (0 j Q N O °(O 0 cn 1> 0 Z 0 N < 0) m 0 00 o a v w Z 0 0 0 c!' m 0 07 0 aoOa 0 17 Z S U "6 0 3' o0 0 0 a O fn 0 133 0 a 0 (fl 0 0 a) -o a = a 0 0 6 N N O 3 0 a N 3( 0 v a 0 0 Z > o- -I x 0 gi 0 0 0 O 0 0 0oa am< o o- -p o N > � co A 0 v N CO (0 m sv m 0 0 0 0) n� _' a (0 O 0 o0 0) 0 a- 0) 0 0 3 0 >0 � n0 0 a N 3 0 a 0 0 0 O 3 O c 0 o) 3 a -n0 c 0 U -n 0) 0 CO 0 O• -+ ^ N CO (D 0 W 0 > a0 0 0 -s,7 7- 0 0 0 (0 01 0 = 0 7' 0 0) 0 a 0 O a P- c C m 3 O 0 a 3 O 0 %+ S O (O 0 N a5 alal d a -o. O m 3a 0 0: 5 0 0 0 o 0 7 0 CD 0 edhad si ao __ —s S- 0 < O " N v N 0 ma.a �'� < 0 B. 3 7 0 (0 m m aO v' o c 0• 3 5 N v 3 0 S N 0) N 0 Z 0 saH a 3 N -0I 0 O� O 10-4.O O (p 0 3 - 0 01 o 2. _ 0 c fD 0) C '547 0 N •0 O C Q 0 0a0 d 3 7 0a0" 0 3. 0 0 2 0 N 0 0 3 0 0 0G 0 a3y 0 7 a 3.N c 0_ 0 N 0 0 0 > O. = 0 N N 00 co co0 = 0 0 (00 a�0) 9 0 a. -I f07Q O 3 77 a n o 01 T. 0 < -N 0 N 0 m 3 rya CD CD o 0 o 3 0 0 Cr 0 a 0• N 0. 0 .0•. fl+. O 0 3 0•. 0 01 o °. -• 0 a 0) o y O 0 O O) o 7 3 as 01 N N CO 0 30 3 0) 7 5 = 0 S3I1SIN9SSV 3A1VA 6t1 oa , O -O'^ w. O 0 '0 3 0 m w' 0 S 0 0- 1.Z K 0 0 Q 0 7 Q 7' 0 0 c 3- (D 0 0 0 0 0 0 a 0 SNOIIVOIJIO3dS NOI.O(R11SNOO 3NIl3dId 8£I. pp 1.9 abed PIPELINE CONSTRUCTION SPECIFICATIONS CO ZS L CD CON Q " • (6 .--. 0 O • 0 m o r w U oo c c F N 0 N t co N c 2 m 0 T QmL N N pc :er- 2 3 L N -6 O E Q c O N fu -o Q c U O O .ca V) (6 • a 0 9 3 to- 0 0 m _o 2 —.c 0 (0w e2 No ON .. E a ca) � 3 Na E O '- o c_ aO r,E a O .c O r V) IP- „.7.. 07 6 H O c N F c N N -N- N.=. L CCIt W N N O 0)'-' r (p O c DC7 N.L.L 12.10.2.3 Use of salvaged bolts and nuts is prohibited. T a 0 >> 0 aE Q (6 (n N c E O 0 c 0. •• 0• Q N O w C 0 r a U L c • a a o N 0 co N • a d > >,.1155 CCI E 0 ID 0. • 0)) V) a c N N a •c d O O a L '_ f6 7 6 L a F co co } c • z '3 Na O O• a O r NO a) r C) f. co O E t 0 y N N N E ca O a E a f0 f6 a N O .c 0 " c c'0 (6 L tc c o O • 0 O N O N U 0 U o E a) 3 °)0 Q • 'Q O >. U 'O N N L • 0 m i O 0 c (5 • 0 co Uca Fasteners have not been used underwater or coated with coal tar products. _N O 0 t I" o O _o -o 0 a CD N C c 7 t Cl) 0) 0 O L a 0 N O) a) a V. se w CD .(7) U) C _0 0 O o a) N .r. t0 L -c (0 0 'c U o 0cti � c 0 -7 d Tt .c 9 V) co o 0 c c O 4) O �F.c w • 0 c c o O 1) .0a f6 L U • C .LL-. as No o • 0 c t 4115 c aha 0 03 O 0 LL 0 _c _c O • .0 U SURFACE PREPARATION C a Len t •0 O U) 0 .0 0 0 N V) U caV) O) c as d) 0 a c m O) c c c 0 0 co- ca (0 t 2 V) .c �p F r aN rim ei0 O 0 O c r y r w N .0 N r C r w Sharp edges of a drilled hole shall be cleaned before placement of a 12.10.4 LUBRICATION ) E Z a d 00 O -c 0 t 3 .f6 0 > U > C as (0 0 @ 0 U V) m o.0 w 7 m — a a N 0 '00 E o QE L OU Q c�• 0 a cU a1- )Vi Z 0 cO o20 a > (S c O L 0 Q U E Q E 0_ O 0 (6 N N d • N 0 L > O • ti U N L c L c Q (0 Ecc N 2 0. Q 0 0 0 C -o N 0 Q 0 c (0 0 w a c 0 Q E Ute" E' C N N V) N a • N W a a >- N N M Z Cal `r? O `) `n a O 4) 0 O r V) r r O N o N N0 r L r r 0 N T- 12.10.6 TORQUE WRENCHES y y 0) +.— < SU O 5.(;) (••p (D (p O (0 `Z 7 7 S W 3 0 -o *mo m 00.0 Fp' .c-. 7 o(0 o S 7 3 o 91 N Q 0.o ID o ap 3 •-•OS O 'O O S — O c (0 " (0 0 Cr O CD a 3 O N O SU O y Q (D cr K _‘c• c 0 S) O y .c+ Q S r. CD SD S 0 mm°'7a so Q= Q O. 0 C.CDo O O O 'O .c. C (pi) 0 O 7"O N Nis 3 _ 0) m � o S an 7 CD r0 o N 0 p (000 O 00 y O" CD 7 Fo• p N Oi 0) - N •O O Q- 7 N 0 o > m — "O 0) H 0) 0 0 (6 o a O 0 N —c (0 0 O p O a 2 S v o- 0 0 7 Q 7 0) 7 Q 0 O N Q 0 c 7 Q 1 yN O1 O N co • Q 0 s p co O 0 O -• 37 3 (0 CD a Q 0 a 0 Q O c cp c N y S S v — N 6 CD p 7 -I, 0) a O o. 0. ale S)jeal 4U9AS 910 U! ONIN31HOI1)IV21 0• v) OO ymo-1 7 _a N, O 0 s N 0 7 p s aa= o "7-.' X a (0 a O D co C c SD 0) v Mi. y &D) N 0 N CO CD Er p 0 cr < y N N D) 7 Cr 0) oO -O y 0 a O O �a 0(D N # 7 N 0 7 3 SD 3 co c3 3 _ 7_ N . D. _ 0 = O) C Q 0 N p S 0 O a3 0 a-3, < O- 7 p (U 0 °% a.0 c 0) 3 FIC o m 7 ace) cr 073 0 p a 0) (0 N 5. ° a 0 E at o 0 7 Q 3 0 y 7 3 1 0 O N C-13 3v • 0 3 N y y 0 3 O SN fD3 N N c O p 0) Spa (0 y 7 ca Ore O 0 a a < 5.. N< (D O• < 7 7 02.-Z (0 c p D) -4- H N a p 0 0 m o2 1cc ED N (0=y 1-4 N N � 6 .. 0 (O SU (D "O 7 N CD Q Q _ 5' 7 0) (0 3 a 0 c S co O Q 0 -+ N (D O V 0 1 .7. D C w co 0 p 3 0 N 7 • .. S D) N 7 O 0 O ?n 0 7 0 Q 0 7 y 7 O 0 0- O N y C 0) d Q ONIf1O2fO1 p N O N Q N 0 X'ft.! p N N (D C O (1 O c C 0 --0 3=° O) O d) 0) O) D O (O O) 0 A N W N 4 N z 7 1 .0 0 p 7 {N 0 p > 7 7 p S o N c D ^^ o o C .•. 3 <, n o O (D O � 0) c (D 0 3 g 7 7 3 o o f O§,n O 92. " 0. O c ? (1 O 3 p H n (0 Fa (cp S� at 3' a (p O Q N N c 3 S 7 c y. o y 0 -1 y 0 - iD *,p 070 O O' 0 0 0 �J O N -, O .0 . — y 4 O y N y 3 CO 3 7 N N a 01 7 7 7 co O' CO Q Q S — p _ CD 6N* (D dSD < a < 7y0 • O p CU O — 0 t y 5' G a ry3 S 0) N Q co a) 53 d N 3_ CT 0 3pv 700) 0 - (A pry �' a (0 T. Q 7 M.< 0 0) N? 7 0 c O (D 0 N y W N N N 0. 0 y p 0 CD 0 p' (D "e. N S (D 0 a) COco (0 0 (D y y 0 . (D S 7 SD �. N N * 6.y. a CO C v O' �D S S (0 < 0 0 ° < s p v Q (%i 00 9,`2p SNOIIVOIdIO3dS NOI1Of1211SNOO 3NI13dId 9£ l J° C9 a6ed 0) 7 c lU G O 1 0 0) CC PIPELINE CONSTRUCTION SPECIFICATIONS « 11 TORQUE VALUES ARE + 3%. "COLUMN VALUES ARE FOR STEEL BOLTS TO BE USED WITH INSULATED FLANGE KITS. IF USING CADMIUM PLATED OR XYLAN COATED BOLTS WITH INSULATION KITS, USE THE TORQUE VALUES LISTED IN THE "CADMIUM PLATED" OR "XYLAN COATED" COLUMNS. "FIELD" CONDITION INDICATES A BOLT THAT HAS BEEN IN SERVICE IN THE FIELD AND IS SUITABLE FOR RE -USE. IT IS NOT PERFECTLY CLEAN, BUT HAS BEEN CLEANED AS WELL AS CAN BE DONE IN THE FIELD AND THE BOLT HAS NOT BEEN LUBRICATED. IF LUBRICATION WILL BE APPLIED, USE THE TORQUE VALUES LISTED UNDER "CLEAN, LIGHTLY LUBRICATED". "AS RECEIVED" INDICATES A BOLT THAT HAS NOT BEEN USED PREVIOUSLY, ESSENTIALLY "OUT OF THE BOX". N W 4t 4t N a. rqA N-% N 'G§ OD - -N A a.- 00— IL a.-1- (1,3 00—A II 2s a y . V01 0 a psN N02 ... - BOLT DIAMETER RECOMMENDED TORQUE VALUES (FT -LBS) CAUTION: THESE VALUES ARE TO BE USED ONLY WHEN INSTALLING STUD BOLTS OF ANSI RATED RAISED FACE, FLAT FACE, OR RING -TYPE JOINT FLANGES. 10700 0008 L 5815 3700 3030 2435 1930 L 1495 W N 4./ N 595 405 270 150 95 O CLEAN, LIGHTLY LUBRICATED (STEEL) 0 0 {0 CD 0 0 ) 0 1 4630 3775 3040 2400 1870 + 0 1050 750 500 340 1 205 1 120 01 0 CO 1 m r CLEAN DRY, "AS RECEIVED" 10730 8030 1 5820 0 CC) 0 3300 2700 2150 01 0 1280 (D 01 0) 0 470 i 0 200 120 07 0 CADMIUM PLATED 18855 a. 0 N -) O 7000 5720 4605 C4 a 2830 14 N 1580 1125 765 510 -I0 N 180 N "FIELD" CONDITION — NO LUBRICATION 5460 4100 3000 2110 1740 1400 1110 870 CO 00 500 350 240 165 0 01 nX 0 { i y M CI 1 1 1 1 1 1700 1400 1125 820 650 450 C4 O 265 0 80 ANSI 300 INSULATED', FLANGES 7400 5500 3950 2360 Ina N Ca 0 0 1775 1430 - N N 660 A cn o W 0 O N hi cn hp N ' ANSI 600 INSULATED FLANGES 1 w Q 0 hi N UD V SNOI1VOIdI03dS NOI.Of1211SNO0 3NIl3dId 8E 1. 40 99 a6ed PIPELINE CONSTRUCTION SPECIFICATIONS 13.0 EXTERNAL PIPE COATINGS 13.1 GENERAL •-0c)-1-• C 0 C 0 0 0) > _C C C N.0 CO 0 15 00) _ n V 0 t dcoC• ) .0 0 (n 0 (>p (0 W 1- - - C 4 y 0 C -4-- To 0 (p O @ (n 0'V C 0 0) N o Q"pa O E c) a wax (5 a C 0) 0 .O o RS o 0 0) C . C ..r C- 0) "0 C O c.c t c o mac= o 0 a) N _c co t o 0 01 3 0 C 0O ac 3 o2V�c w0 4 O1 w o L Ip L.0 _co N . U .ti OH a 0 2 0 0 j U N M O `-c 0t 0 CO a) C.) c = a 4)W f6 LL 8 Q C 0 O y 0) OS 0 7 U E V N L _ O C L U C 3 w o o L a) o N a) r N C. U U O 'a 0WC0 .O.0C0.'0 C 0 U ,r 0 O U w V O U 0 0 (0 m C N CO , a) I-04-. - C .� 'C.• w N.L.+ d C O 7 A 32 0= 2 a `o c UO 3.5 w- a) L U _ aa) Q C N 0 d Z H o CO 7 L r co C- N d N (/) S r U (p 0 O 2 r Y l0 00 o0 rm(Lnmo.O r30 13.2 COATING SYSTEMS 13.3 HANDLING 13.4 WELD COATING 0 C t C coO 0) 0 c Q '0. co c L_ 0 C O .01 o) CO U 0 a� )- 3 y T 0 a 0 a fp cr C 0 C 1- _ _ O To v t 0 re a O2 c c F 0 ZC O 0 13.5 DAMAGE FROM WELDING L CD 0 Q E 0 a) U N 0 C .`- 0) A 0 0 .0 0) aa 4-. C (0 CO ai L f 0 07 0 C 0 0 T U O rn o cU 0 c a) LO m co E'O M 'C E 10 O @ 0 o .0 Co) C > c 0 V cct .0 - 0 U .c oa wc-- a 0 ° o 3 0 N a) N a) CO N C COr CO 0 E o 0 >`-• al 0 c ay N co U N a 0 j 2 C - O C -L f0 N = 0 (n 0 0 0 0 U It 0 d U O0 t- 0 c N U Oo o 0 v E o Z C Z ` N Z . O2 Oo '(6 U o U a 0 0 0 0 4- L L 0 0 N F L L O O) r C d) NC 0 r 14 .0. N O N 0 O tato rncW 13.6 FIELD INSPECTION t�0Z a O M N O O .b i O m 03 •tsa V T 3 (0 o-00 L N CO03 C c 7.00 O CO C E >•-oc L • a 0 c E .c 3 E N o 0ID CC 0 0) .TO • a .L... c _ 0 aa) U .c0a C (n C O = (0 0 C ytin L C `m0 . > 173 O (rj C r 0 coH 0 0)) La 0 a c 0'a 0 O U Q O_ W -c bo 0T, n N O Dm Z -07) O My 7"0 5 0 mom' 7 co 7a CO 0 013 O 0) a. 4 co O n O (D .0.) 0 0 d S o ° 7 a m< 0 N . = 7 0- a ED 0) -O N N O O1 Q3 a ED6 CD . 7 O Da a. O O N SdIVd3a ONIJV03 8 E6 co * --1 (D (D - 0_Crr5 h.� 0'- (D0 W 7 X W N< O oh W O- W a(O' V m y o n a n -, v g c V C y V 1. co W C. O i< 00 0 Oi N N A O 0 O _iii � a c a Q N � O N n N v N<=6 0 O0.Sw70 0 SN O Wy0)orNolc+ o <�' �. "O0)(Dj y 01 0. O .°., D c C) l cn 3 O S O S(AO 00 (D 3 a C.4 N (D 3 0— (0 c 0 o ."'. (D N 0 n ° = a 3 N A O0 <000 0 o(O-' a0 7 3 aN a0 ° a -•, N N c (D S a s co N (p N N S c co _U 7 0 7 0 a- "^ c S 0) < S l (D j fD NiNQ uS N SO (-13(7Nn = ON ( S a 'O O DN3_S a O c O O o- w O' 0 D" , O N 7U O dc.. -C)° `< 01 O co O (D'. -,SQQ N N n 0 ID o a 3 ii. so w = a W. 3p tea. mem° oa mm� (0o 0 Q,a a as co En Loc00—Et On (D y 0 0 O E d O'c -1_I �•aa a�•N m y0w v el 0) 0) N S� D v Z-0 N S m SR to ea � a•yma o 0 o 0) rO Z o c . 3 N O o a - O S 7' .7< 'O z �` -- fl (D .< O- 3-a (D O Q O a y. O N Na co d 7 7 N S O .+ 7' 7 O c 0] O a N p O (D c. w O "O co N y CD� (O O D CD alD-0 Z- i< O O N d 7 Q 7 (D a - N .. N `� S S N a .n.. S o co °� a m 6 0_ m o' CO S O < 7 3 0 S O 0) 0 3 7 0 0 3 (D 7 (D N Q fD N -1, (D Grounding techniques for detector and pipe. n aO c e <" Ow 0mw m0CA K V (D S V — N V V a -0 CO (D 0) N 7 D a N m (0 -O H * S 7co 0 O p 0 (D (7 U 0 ° 7 0 (0 0 -oa'z dZ 0 0 a� c H N 3 S - rt 3 7 N -I .2 H $ (D O Type and make of calibrating volt meter; and Type and make of holiday detector; v O 3 _0 7, 3 A 7 N . CO r- 7. S co N 3 3 0, _ O _ Ch. R. c 7 63 S a N ° .� O r O D N a a a- CD 03 o x m O v m 0. o0 .C2c O _, a -a 7 7 O N N S o< o0 m o Z N -1 o a D co < a 3y co m X N z N 0a Ot O' a N s 3 = i 0) 01 n'Q C O O co O 6 X cn N 3 7`< m a ^: °v o* O O a 0] S NOI13313U AVOIIOH 2° SNOI1VOIJI03dS NOIiOf1211SNO0 3NI13dId 8£ L JO L9 abed PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas FUSION BOND EPDXY 01 0) Q "O N 0) `c 0) _cm ac) c o_ c c 9 N U .a N 3 0 rU p2 0W —g, ES L Qm C O) 7 0 0 0 "0 d L O 03 2 O) t N O f0 E O 0 •.U• C a 0 _v co fs - a _ E�= 0"-0 o-aoi 0 0) o N o U E2 t -a a) N N as U U C T O) r N .0 Y N O3 x c 0-0 M U€ N m O_ a) 0• N U L Na)VEomsa.cm l(7 0) U 1 U N 0 m OO a) 0) Na - E° (0 O 0) O C C E 43 f o o ot E- r c m .0 C_ O •X O O 0 2 C u O U U'c N t c U- Q C m c N 3Wt« ?to'C 0 0) N L a c V N® t L ._ .. T 0) '- C •- mL3•->oaa • cO „'a•0>_a0 >N U NOOLagz OCN O U 'O _c a N LO 2 0) E E U N c �_ U co LO L- .;. U 0 0 3 .0 L °-`13 O 0) d _c O O V O c 0) U N c m o • EL c t N 0) N N .O N 0) > U 0 N N 0 T 7 T-0 ra j• 02-0 -a0) E _ E 5 o N m='0 .O ca T O O _ -of N • C O O-.0 Q_ � ad_ m as E 0 0 CO i/2 0 0) _C • a r N L O 0 m U W W.0 01 C c n •- O 0 U ft L N U a) 0 0. m I_ O) 0 C N JD N N O .t-. —0u C 0)° N C 0 C a C O N 0)Jo WO O • ci N C 0) .c c CO9- L a o o 0 U r �0 N 0 N +I (0 .0 U) LL 'O as N N 0 O O =202 N .2 ` T 7 O W a N N � W . o) URETHANE c N c O) t m x O a 0) 0) .N D • O N O EU W O c 9 O N U m r N �U N a E (.0 d0) 0 (0 O 0) 0 TLC C D1 0 C N a) c (3) C c W N .c O U c N N N O 00 - U CO 0) 13.9 COATING OF FIELD WELD AREAS 0 OS O 0 0 L "Uf 0 0OT Q 0c U0t NUQ.0 U0.T O0 Q L On 0)t O >Lw N O oao0a 00 O N O U E O) o f0 E 7 t N a) U NEN �a N C c -0 •E 0) W O m 0 E NL. -0 0) 3 N f0 c C w N U U U '0 N 00 m > 3 0 'U E o v o _C 0) wmw.Q ; c C C N w D V N N a) S) O a) c E .c = 0).0 0 •0) N• c o 3 N c v 0 o,.- f0 3 U 1-. 9 _c 0 >. C 0) f0 0 O cc"- r"0 E > 0) 0'+ o O O X c1- 3c ,5 -ace() N 0)•o r. N ca W t C 0 c) 0 4 . r Z N O Q C L re L >0_. , m3 p,0 0 '0 D.� Z V U �U'd2E2 2 �m "3)3 n m O = O C L 07 ,-LL• O O U 0= 0) O) U UO3mc . as o a1_ N° Q) r C a) p F .0 TL .0 r r B c O N LL E N T 0 0) c N 0 0 'O N LL N O U O U c oNn W C c W m External Epoxy/Urethane Coating O U w c O U U a co 0) C 0 0 0) c L 0) 0) N 01 c T wo a a 0) o 0 N O o. O U C 4) a x 0 c 0) v E T N 0) c 0 U W m LL 0) L O LL ?. a) r O) L U 0) O - 3 "ca N 0 0 3 5' ? CD w N N N D) () <0 Q co CO N O D- r3 0 Q 9)3—,0 N a o 0 5 Z 0. 3 0 3 (D 0 m� m O 0 (D 0 .(1 3a.0N S >0(0 N { N O O O x c (D a (D 7 N 3 O. c 7 N D) (O co Q 3 N 3 °5.ma (D. 3 0 3.0 (D� x O N c .. 0• Q N 3 a O N O) es 7 O 0 N a < N -3 co (D -0 j c NN —I a v 0 0 0 w N The rockshield shall be a minimum of 0.250" inch thick. 0. n 0 G 0 W 00 - 0 -a 0 7 { 3 71- 00 o 3 U 7 7"o 0 CZ 2 N 0 Z be ca fD (D 0N c 0 C 7C� Q co ��—fc �J 3 �30- D) N 3 0) N * D) O N - 7 N s C (0 (D N CO.o 0 < O O 0' O 01 0' 0 CD a) -. 7 (O (CD N N N O - N 1 ° 3 8 "0 7T 00 -� 3 m m m 0 a c 3 3 H N O CD �. (D O * N D) Z o c co 7 7 (DO Q a -, a13IHSNOOZI £6'£6 (D D N O (D aQ _. • 0 N N N Q Q FIT m f m (D (O N 0 O N S 3 N = a o. N co N c U N a0 0 Q 3 O N _3 D N (D Ca 7 (0) co 0 N. 7 0 0 c Q o 5• oA.- (D- 5' ID(D — P W N 3 n) 13.12 ADDITIONAL PROTECTION UNDER WEIGHTS N 5±, a W 3 W 6'1 3 w o "O IV N 5 N • (D 21 m N �• N-1 N O N 7 V N 4a am 1°.0 0' y 9 0 O Q< N oz Z Cv o:"s—I o 0 71 3=< N O =` O 0 - 0 CD 0 4'1 3 N S• .R 7 N c (D (0 co '0'0 3 '0 o 0 13.11 COATING SYSTEMS FOR VALVES AND FITTINGS 0 a) 33 N Qo 7 y x. 0co 0 3 aco 7n-) 0 0. f N M 0 0 O N (D5• Q 91, 7 V7 O 0) O 7 3 (o 6 W -O 7 ID 0 O 5-a 0 0 3 M b 3- N.) c S N 7 co N S 0) O co 13.10 REPAIRS TO EXISTING COATINGS co co W 3. 0 3'<(t) O Q O N "' (o g (O a 0 N m w N 7 0 N • m O N — N 7 0 O N F5 -a Qn*a mm msv-0 CO.0 0 0) (0 W 0 0 N N N N m 0 (D 3< 6 N 0 -n 3. N 3 < O 3 -0 3 —co (4 = Q 'o 0 (D O O N i 0 n1 • ask ID O 5 nO) a7 N (D (Q 0 0 -0 n N N 0 N 0) * 0 N O < ... ny � - (D (D 3 (D (D m O N Q Q 5 3 N 3 7 a S 'N 3(D n) n(° c m =�. m'; 3060 N (D y 0 x 0 co (D N y *. O N X O (o 0 O• 0 (D D) c0 3a.. 7 n1 co co m m Q 3 �' 7 (0 j N 0 0 0 S (D * N 0e. O _ N 7 co S J{p d C c coNn— (D l(D 0' ••< (D N 3 S N -0 N 5 N O . 3'< W N EPDXY/URETHANE OVERCOAT tri ci RD rM SNOIIVOIdI03dS NOI10f12J1SNOO 3NIl3dId 8£ L 0 69 abed ODM r N PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 13.14 HOLIDAY SURVEY AFTER BACKFILL T O c L- a) c ea f6 a) 7 0 Q N C co t- o) - CO w a ar t '-ao c _ $baa �'C m a a)_oy E 0a) NU Cr.. N w N O 0 '- O Cmm E a a)> -o OC a) E > t -a) o Q w a cw>oa2 o >0m0 m O E T a) E cr 0 m - m Eo °v. c c °.E c _ O UC t a) 40>,0 C ma)« O f62-4 Q oU > Na 63 Z v_)a)Z C d 2 Y_C 2/5 mo 0UC_E 1) . c - 0 m N Q 0 C -o i C 0 r � a -,T3 N Va) ,cVra f.2):7; i N t D N CD T O '- C0 O) ` -0CTts = ¢o3 0 c U Q C C 0wm a w a U U O , f6 a) N m c UEa) f6 -o Q ns c U c a a v t .(TTs a) O a " cit Z 0 L d N a NgIX o y Q 0 m O a) c U LC T O U F -0 N N 13.15 COATING SYSTEM FOR FLANGED JOINTS 03 0) C 00 'O O t1C. N N N ~ .... O a) +' E 7 U O O m rq wN E a) O O M o ZN E m N o E a) a)C'C E" ° "O 0 a) al Q C a .0w „On �6U a) N .O C a) N cr _c '� a) 1•° o i,a)H --c 428 to 0O a> C N0 U 7 >`E N a LQ 't as oN aN • a) > c m aNc .6 N 7 .a W c Z O 17 0rnV ° a�n0_ m C0)C V) r0 g .. RS C -C/ O c �- V. _0 C_ 00 0 u W C 7` O 9 4-0 C N 0 4-• •L" CO• Ea))c›.soN N U N T N C l N yw a) o 7 a)3% m3 E.o o.EQ .g U II a d d W QJQ UO )a w` i 0. 0 N a Uu ._. a) 7 Z O O N W 12:121 . C wN O 'C Q 0 N 0 N 0 'O to NF N.0 7 Nw ..0 Eoc mV 9I=32c a'C D 1—vo)oa 2t m a) r O 2 j a Ill • L O O r N O,-_ > E h n C- ai 2 a) a s o 0 r -0 -0 a) 0 0- 4= 13.16 13.16.2 The polyurethane foam properties shall be as follows: foam density minimum 2 Ib./ft. closed cell content 90% or greater f6 A 13.17 ENVIRONMENTAL CONSIDERATIONS -C m f0 0 U C .. CO a) a) N a 0) U c O O 0c "c cam° a)7a'> s N E C o a)me IS w 0 O -t 20) .01 m a8 E am co -0 c 1 _ .0 O — w aaNr3 U r -co a) !tieing O N 0 8 `o U U C T_a m o CO L -O Z C U L O — N0 .6'c cr o E o m m m c0i w E S r @ > 0 0 RS a) . 0N 7 Q 0 3 N N — . C w = N .0 a) .0 w 7 O O •N O O 7 (oC U N . G! r a) 0 o -o- C- 1-7mf00 0 O • C N 12 m 5 a) 12 Z -C 2 Q C C a) 0 o.o 0 0') N "I) N Q) 5. (D c 3 -, 6 7 CD i * (D 0) CD * N N O m 3 -,31 w co 0 w W= -+ a N N c C O < y. N co 00m_, X co A ) N p x M O, d y. 7' . y N i w A 0 7, o N< O v 0) c. n in =) o' < 3 A ". 6< O� n_ o W y 3 O N 3 3 m O 8 mo_�m0 mjmv°_ 5'm°'a-1 =0--,')yw3a))-1 n3*3n �wXwmnm c.8%9; o w Z3 0 0 7 aw o 0 3 7.7 (D .w o 'w x i X R" 3< S 7 f0 N -i >. 0. "^ 7 N w ^. 2 7 x w 3 7 (D C 7_ 7 O -wp 3 y w 3 f7 3<a�'nNid qg°c�� (o3D� X N�yD03)6�38 30 cac,z ao3m(vw°- S .w_•.,_, o 5a N N N ag-iN N N a::< x< -.2 -.> w Z < M U) o N y N�<SO <p (D O -I O O -. 3 �<0 mop 7 . 0 0 0) o N .< N H (D O c 7 Q w a S 0 S N N o a73 0) O -'(5.6a613 -4m. .. N a �. 3 O .y. N fD —� D o OPcoO 0 3 d 0' O CD o 0- 5- 7 O� O N j O a' 0 O 0) D C 3 S 2 O V1 �G O. 6 N 3g N N N�.O Est w N`<a.) 7.o -(D m o a�.a8 O C O N N (13 - ?!c C2-0; m D N. "• 0 .. (D ° N 7 N= N m �. D. N ^' w 7 O �` n Q w NIli N. co {m„.0"-0 SNnvmm� 0030NI< �mm_lam 110a5.pao (D (D N 0' 054031, (D 0 0 O O. 3 0) O O S y S 0) (p N S w O a O NO (3p C C ('D N O N O (D E< a 3 O 7 N y 3 N O w o_ O a y 0 0 m. N 3 a) 0 3 (o 3 w X C p 00 Z 3 O S =, fD w 7 0 S S 7 v D-0 - 0] v Sa oZs 3nD(D� w-Iom (0O0(D(n< 0 Tw=y6 • >3a)(000 m w<w-1m o� Z <r. -ow o0•w3 NN p Z(pr,-,-, co a ._ � a 0� 3: 7. C� N co 6 a< n � O c a 6 N 0 < i 3 0 012 W O O S (i 0 C Z N f0-15. (i 3 O (D �. O 7 al- N 01 x 0 y a p a 7. g, 3 N O n o O N g N Cp' Q D 0 O� p N -n w N N N a 7 N °:.yawl -IK 535.a33 3pa7 (-13 7v Zoo a�aw v,7c R� c1:00-)0-0 m 3 n y�� ? 73 p w o� o z a_n w c— a 3 o a m o w Do) w N O N 0.0-10Z w "0 w -� (p -' S O N w N {.2 N =a 0) 0' Q CD y O p) o N y N -. 7 .c. � pM S O 0=2).02 O 0»D a� a O O —_ ..< .01 N o c N 3 (p - w 3 (D 0) N (p '� m. 01 N 3 a. N 7 y fD 3 fD 7 O S 7 i m 0 a Q v 3 y N� Q� Q N FDI -2. S N a N c< o 0S) O N N 61 a N i a' 7 w S 7 !D y O c.)00-0 D) N' N S (p a (D 0) '*F63 co id 0 (D = y (D N 3N. Q Ci O Q N M, i 7 co 7 S714°07° m c < m 3 N w 0- 0 7 3 w m °: (p N v O 0 = 6 7 _. A Q a a fD fD p S c m y 'O O a S a p_ S< (D 5 O.. < 0 N O M n co c O E 7 0) N F O 4 (D a N (D p� (D 0) .. a N S v fD (D C .0 7 -0 w y 7 O .O_. Or 3 0.-.).- 3 0. .+ n N c y. N (D N 3 X Q mi at O O 0 N O Q w N Z .w_... N N N Q 7 3 7O wm N w a_ <D nw a 3 0(0O m��mm°m m�v� <wO msfDga�o•am moa 0 ?(°wva0 3 7• a C) -1 7 0 w 1.14703a wN 30)30H0-705 O N 0 (D 7< p Q O S? O w •N m N N p l0 N 7 .N. o 5' (0) * 3 m a (D w (Oii 00 co -.oy 7O C_• .. O'(D n36�•7N Q wS NN`2 Sy a Qa 7 5 0 S O 5 7 6 p `< O' i Q n p 3 c m w a S ° -0 O Z S y (�A C Q 5 O j S 6 y (i y< (N 7J 5 CD < N (D m (Cil :. S 3 N c C 3 N fD .. 0) p .. (D 0 0) N 0 Cr X N m 7 p; m a m " 6 m 0. 0 °: O 3 a � 6' (p S 7 3 w w m C a m 3' w �; C S -. 0 y 7 N O (D (D n 5 w N 0 -aa O N N n •'S N y 7 0 0 M. y a 0 3 3 0 N O 0) 3 ._•. 0) O O 7 a� 1 0 a co Q O 3 0 p O w 3-, S O 6 N 7 (D a 0] Q 0 . (D 3 O C ._y. 3 S Q X .3. N y a-v+t3 * o _ op(Do7 m<(wiv �2rlom m Xooccact x•sr'*m F mo(Qa o• ,N�0w (D7D c9. m07 :wdcrw 3 7Q Sy=vS= Sa.5S7 p.0 Saw j .3.7 Sn) 0 SD) S7 a0 7 C SO j NO• O co 0 6 M 5 N co co 0) r O (D 7,_ _ .. 0) -w N K o a o a .... 3 co 7 i (D 7 i N -n (D Td213N3O 14.0 CONCRETE: WEIGHTS, FOUNDATIONS AND CONTINUOUS COATING SNOIlVOIdIO3dS NOI10f12I.SNOO 3NIl3dId 8£1, )o LLSBed PIPELINE CONSTRUCTION SPECIFICATIONS CI) Eia o E N c C c EO as 0 Lc .L-. .3§� c N OO - .c0a) C a) N .L-• O W w E O D E E' c E 0 E 0o o (n U'Q DQO ao E Em E >am -aa� E N O E > 0 3 U N fnQ X o �,,O `� 0 .. O w a 0 O 0 t5 O = c L. fa c N co L 0 '0 c °NEE a�a)0V 2>asC C (Nn a) .0 O m a) O ° 0.a O 0 U E cc C c O 0 c c O o c z U 0 1-- 4- 0 1- 2 o w. O o 0 O a) a) (j -c E 0 O O COal 0 U) cn 0 0 0 fa (n W c c _ c a)@ E L i E c — Y _c d o U a' O U c m f6 gr" z O c m 028 F N 0. � X r > N co• 0) N r -D a d c c0_•.(7)GO +O' 0 00 a�,_0c 3a)E2 as E 3 v 0 wa)« a 0 -' .> 0 0) c w a � «. O � 0 aJ O OL C ° O N w 0 a) 0 -D d m°3 cc0) m c N - o 0 No N ° O Oy 3 c0 (n c•0 O aCDa.°v (a a 13 C 7. as M a) c •O-. c 1-1.3 - c O a) 3_c 3 rn@ aa) .• .c O .Q. W O 0 -c c E O 3 asE20 a 0 0) U O N O 0 0 0 0 0 L 0 ¢ O "Uw(ric ° -0 O N O L- 00,4- O-0 U• -O0 -aa) co 0 C O W C O E a (n a) N a) "O 3 3 3 .0 14.2 SET ON WEIGHTS .LO-. H O co >- w O 00 .0 t ° E roily 0 C C 0 Z 'm°o mOL L. O O) @ 3 d U o N 0 Cyt N N L T 3 g - L (a c m ._ a- (5 cco w o w �3c a O O E 0 0c U O N co- En -am -O fa a 4(-D as' a) L L rn a y-° ° 0 E c o a 0~� m a� '0_-ca) u o��c 0.) ca ° .c .- 0 co •a�°EEo In as C 3 a_ 3 w .0 U "O 0 W11 -8-50e-8 'O ( N Y u°13 y ur Z mOFQ'E o 0 co c m rn Q a 3U«« L in "O >,17) o N O N a .a N§ � O w 4,5 N O o asp °c a3 m 2 � 0 0i_6 o° u= 3 0 0 c • a• rn� c O -c oz4802 g.a) c U� _ as o U_a rOr adr 00) ° aas?- ) c>. m 46 (5 cUa)•E.o;!�.-L d E).c2 a)• U A CL o °� d E °-° a) N_ a) y O -O C co X O O C L co y0 0 (a O il u)"Q m O O O cL wa)LCo o>-,- QNrnO am8_() O O) d N — C L N O> 0" OL C c G'U a) C a) O as c C (T6 °' C y_ L N O> ,°- _c C 0 3 0) c C) c rn C 0.-.- .. N •C aw, a) •w' O c 7 , Q O O•U OI90 O +y-'= y °) 13 C O O)a0 CO E m _ O aL C L O a) O C 7 O N O C a.' C O.N.. co O)L a) C C .O„ N 0° vac) O C t° O. fl rnN >� 0.) e.„, 7� LO L w O o m as d c o 0 Na a c_cts_c 3 CO uo --F 3.0 z °=9 d>C °2 O- M ° 3 rn� a'= m� o� «U a as_ C9 `o O w y`� c3>0° 0 @m 3� w V ccallo0�rn_c 'o a) 0 a) H .-. C p w .45 ao �Z a 137-0 a) °•'Oz a E W ° m 0 °U"- °Z V O O d 0 con (ca T O T c Y N O C c rn N .LO-. •0- Q v, cC 0)� v c 0_a - oL. O OY asH > cs LL o) O c 0 0 0 0 la O Y 0 c° E z N. Z c -0.->.U N d> o O c w ZO L w o O a ami O O m m rn° me a°>c� to : c V v" m d o = U O L°° •� a) �� v 3 a� 0) 13 N m rn� vi r mm �a Nmaso0 (°AVW a Q3 a-°im �'`o°mom'=o° ,� NO(°O .aN M>cr Vt (n a)L rUNwN C.g0..057- 0;2 'O. N C N 13 O °' a) N a i rn (Ni .0) N O C Z M• a) C d O= O' ° I: co d' O 1- O c v a E a) Ti o V O O O t> O 0. 0= 1- L —U r00.-10= r(503 r5. r-0 U r c 0 C I- SI a.' 14.3 Minimum curing times (without additives): SJINII JNRIna VPI (,AOS o TAA) Uoul qz H 0 -O 5 o 7 O. N N 3 3 co 0 O O 0 C NN C CO o _O 0) 0 • �v o j O co • c O O N O 4 ° o � N A '^ O -1 co Q 0 A W 0 0 0 N 0 0 0 C/ 0 o 1 0 co N co co 0a 3 5' (D D^ 3= 0 0 N 91v when the soils contain sulfates, as f. Repairs shall be in accordance with Article 14.3.1. Cr N 'O O) N N O _a ' o 0 -1 0 D) 3 0" 0 c 3 N 7,a _ 6j (D (� ao CD CD C 6 0 ((DD j 7 o N a a a v m o 7 g * o aco N aa0 3 (D o O 0 .• .0 CO (0 CO mor CD0s7-� ccc fa Z(� CD 0 Q'Fo CO N 0 0 0 0 co co 3 3 3 O 0_ c co 0 3 m 3 S S A H 77 7 0• N O X j = 0 (D q4 v N3' O 3 -i 'c • O O co N -I O W IDD cn N N N N a N (D -O 0 _ wiz. N a 7 N s 13 O•0'o ym 3 =o (o sn w 0 0 0-m o% (D 7 0) o C O O0 7 0 7 a a 7, d o 0 0) O (D CD 7 7 5 Ni W FET W 5 N 7 (p (D 0) O N a 7 (D 71 a0• 00)) N N. c O(D O. COO NN ID N 0 7'7 ZO N • ,(D CD (D N (0 0. CO X 7 c) V O O 0 N Ci m 0300 ood o�H0 ' COCT O 3 0) CO v o N o of N N N O O O x x x N N O O O 0 N 0 5 0 (D o ._. 7 7 - c ET d r • CT0 3 o 7 (oo M N 0 O o al a S- N D) N N N N N O O • (D 3 a 6 Q 3 0 N cf. • n O • o 7 7 co o as N *. 3 7 v 0 O 0 O N a• 7 0- 10 G 0 p) 3 co N o - o O' 7 o a O D) 0 a rt a v o c O (D all gaps for support trestles shall be D) W W 0 • 7 0 O • CD y X. -< es - co N v 0 O .cc a• 7 N D) • W D) a� m 3 7 7. co 3 o c (3,11 3 cn F O N, • O O :A = W 7 (D (V X "O 4 7 C N N 0 S. 0 co N 3.. • o a c ✓ 0 o N 7-O f0 o 7 Q. ti O 0 O D) o 0 ay -o. (D N 3 v 0 0 (o 2 c) (D a N 6 (n ((0 0 0 O • 0 m Z o -a 7 -� 00 fl1 N Continuous concrete coating shall comply with the following Specifications. e ct ro SNOIIVOIJI03dS NOI10f1211SNO0 3NI13dId 3£ I. JO EL abed PIPELINE CONSTRUCTION SPECIFICATIONS 0 c .o a T r c 3 0 .c U cc y L N W C a)• •0 co of pi 0 N W a) c .N c 'c E V C a) C N O o > c O -. E 0 .o _c y O y •� a >. ma) Qc _c o t O O co E .S vz co a C -O y c c U=.� 0) 0) 1 'C c U 0 E T EC N C C_ E N -to 0 to N L a > O Q a) a. a) 2 1E Oa) U — Q) L L w 0) > a) o x a a) a) c N N C C O 0 c a) N N a i OH a Lt I- o Q Z Oa) r U :r ui v sD E r H as i= 14.5 SULFATE RESISTING CEMENT a) 'a.. a) c > O rn Co N O y O 13 co0 N N C a) 0 E 0 C 4- a) T CD L 0 N E as us L' a ® T > c o a) E a Q 0oo 0 o CD 'y -2 T O f6 c c as Portland Cement s rn to T a) W r co2 ASTM C150 a >, O. F CI) H Sulfate Content E a a InO O E a a 0 0 O r O In E a a O O O 0 14.6 SAMPLE CONCRETE MIXES N 0 U a) 0 Stone 2,170 Ib. 4 00 Oo N _6 N c 0) N 1,170 Ib. O 0 M r 1,320 Ib. Cement .6 N Yr yr 445 Ib. 445 Ib. L R xi Q N O O N 220 Ib. Aggregate with Sand Type F.M. #: 0 CO N 0 N N 2.60-2.90 2.90-3.20 cra iE20 7 0)) N 03 0 Stone 1,940 Ib. 1,870 Ib. 1,825 Ib. c R co 1,295 1b. 1,360 Ib. 1,420 Ib. Cement 485 Ib. 4 LO a0 .4- 485 Ib. L v. _6 4 RO O O N N N Aggregate with Sand Type F.M. #: 2.20-2.60 2.60-2.90] 2.90-3.20 c E a)a) Coarse LE 2 T a) = r L p_ = N a X a) E as •0 Q L oa 0 00 a > « 4—NY O L y Q 3 3 -0 5 Ta vi Z Lo00 O) o c a" T C7 a) in d a- u- L CO • O 9 O O 7 7 O U y _00 O N 0 o 2 oa} 2 m co as c a) t- 2 >. c `- f — LE(..) 0 U m mw aa) LL a) O)Q o m v > — a) a) asters O) > U_ L o Qs H 3 a3 15.0 LOWERING -IN PIPE a-, o_ CD s o N 0o•6 — r(70.0 V — 0) — a-- O 01 (D X O1 -1` J 7 O 91 0 O t l0 cn 0 w 0 01 3 • CO CD - el.= � % CI 0 � � � M D t - 8 - - _ N O N O' (D CO 7. 5 N O' a .. a 6 o N 00°a3 7yoao v°$ 1 8R3L> CD 3• - 3°<6 -0aaiti: 0 3{6V(D(D *c 3( • ..E ° D • `< N o 3g (D a m o o cp cz N O a)= �� 0) rt.v N Q p 0 7 o 5 v 5 5 N N 7 a -o N 0- '< S a o N N (D = N fD 0 01 a CD 5 'Z' 'd 7 5 3 0. - c 53 -°0 p3j N 5 ID 3 7 a' iA �N�11 O N O LI) M .. S SO 01 • N „O•„ a 7 120 N —6O .•.N �; �.0 0) N1:1 CO O O N O .T1 (cm -0002 n o 0 0 01 00 5_ co 6.5 35a (D ^.O ..- * N co (D 3 .°. O N O= S a 6 3 O N = c,. C CS S. 5Cr (� v'a3 v a 6 f o a„a '.0 3o D°i:=f=.0-,-l°po0a(D 30 (D 7 7 0 5 N < (D '0 O ,5. 3 N _,. .-. O S co a 0) (0. O °_ N fD N v o 0- (0 7° O ° N C 0 7 j 7 (0 N• a 7 7• M a s 01 a, (p a 0cp a N o _,_0CO5 d 5 CD co °Ow O C N 7- 0 ? .N. C. j Ssu O N Q7 N N N'6 CD CT CD —_O ,0. -h ay. O a v 3 0 7•',' 0a a� td m c CD 0 ✓ � m f, a�(o o� �o 0 37»S ago 01 D _ ° Z o� .,(05(D0 "�•NCaS 3�v < D .c 7 00 S3 '060 m Z3.v-c° � 3a N ° _co. 5 { 7 70C co co O C N N= a S N N— 0] (0- 3 p_ O S 7 a 5 a j N .. a O O o 3= N O (N1 '< n N 5 O= N (D CO N 5 j N N CO a) N O y o o N O C N O o = 7 a O N a, O °n aN S� 3 m 2 * CO Fa 3 . N U N o .. N C a N• S-, zi F S N '6 C v° N a 3 ' 01 N 7 §. U 5 01 '° m 15•v �, a C'0 a) 3 aS0 = m 7- °p r co a 2.-6 3° v 3< m Do w m - 7 I a a O O (O .7. O'O S .0 N O 50 Q CO 3 a 0- 7 (D N O �, N N 5 co K -a S • 5-71 > 0 ▪ 01 0 ° * CO W= i7 O 5 Z (0 ZJ m D m 0 lD =- 0) N * m O N (D •OO • O C a U O -(D (D -.. 6 O C 3 a < — 7 a° ad N' N N (13 (0 i aR 5° N 3 O • S O .. aa) = 7 p v— (p = U1 7 O- r N -° o o' m D o '_ 0 O (D N N N N 00 = =- 0 = 7 S .N 53 0 (D ID (On -o' a - (D •3 6 O (0 sn 5 0 N 7C -p OQ 0• N 0) 0 7 O � 0] O 'O w. o a (0 0) sa m 0- 0 (D 0- To' N 3 (0< N a3 i (Sn 0 3 0 o (D N O CO CD9101 0J N —a N ° 0 CD CD 3 D *•m• a)o S a d, -o V) O 0 N 0 0 O-1 02_ O at • O N N (0 o O' 0 0• `0 7 C 0 N a cr N • 0N (0 • 7 - 0) 0 0 apw w O_-• o (D� C a a. 0 O CO • a a 0 S N O o N °- N v — 7 a 0' 0 c (D (0 CD_6 5 CO � 'oD 'CDP 5 co 1V I3N3O V91. f7 2° SNOIIVOIJI03dS NOI10I1211SNOO 3N113dId 9£ l bo 9L abed L 0) c 07 0 f 0 CO PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas m 045 o L 0 Uo N C c 3 m m m o a• m 9 E •m a c L c N m a a3 U f0 •> a c O C O 2 U N — v U m m a) a) a) L.. Y -ca) m 3 c -° m L L O j w ' '° a) Q' C L 0 N O U a3 1 1- E c o o as T T 0 c t a m ° LU O y ZO m 0 >:- c - z E .- 0i Q 2 w� . Z w m a. 04- m oc oc Y0 C �0 m w N T C .OL a U e@•' "O a) N — m U N m a Q co N N m co a) a) N L a o Y C r -° 1 p - m 13 mY m Q @ rI.0 a Z 0 Q N N O N N m CO N F J U co C Q 0E Qsa co Z a N °'m a w m r c� I-0 V m 121 0 - a) co F Ug 0 7 O y L C mo CL o2 mm E -c 0 O CI C Q Q N O� LL. o co • -O Z O 7 U m Z } a� J QnQ Q 0U 15.2 15.3 16.0 16.1 O 0 16.2 TEST LEAD CONNECTIONS O Z a 3 '3 'c 0 C F Q 7 'O as 0a. am a)n a) a o m r L E o a D O • 0a)C0 03 LC yC C m E L N C C U .L -''a C O m U N T-° O U L 7 m r a N C 9 n O O N L 'V 'a . L a3 .O U )- - N r _ N U C.c —L 4— • r Or YO 7 ° -o iA N a'O Y ¢_ N (5 N C C (0 v m N D U N (n U co 9 O.L.. c c a •" N • N I- 0 m co L o m N a3 o Y N o N W 3 OS m" -p — f6 "O T3 co N L (� L . 3 a3 � 'C a) C @ O1 0 N N U 7 y a N a3 L Y 0 CO m ry Q a) C N 5 C � L '� C-o_o� 0 2 c ND OS O O— F m 0 'A '3 O 13 C N NN C a3 N lC O �j d 0 9° d C C 2 F Y a) C CO 7 0 a) - m CL al- N 3 Q 4 O D U 9 7 Ti -O 0'70 U N 7 —.�' 7 co .L' c L C a '° s_ c N m C N m. _0c•a) --- (°)0 NN > 3v 1 ° T_T°_'92 (0 m• w al N 7 ¢r� a y O L U a a) co T 2 O L N m m n a3 tit) -S.. co 6 0 S U Vas N C O- O +m' 3 -o C U D N a) 2.g 0 o c 3 as 0.E N O 1 m Y m U • C -O E m< N w f6 N '• m L Dm (0 .L0) l6 00La (°oC°°o (f0)0,- . -.5„° o0 mz€ m a) n _ mL t.Lm-. N m"O "O Q m H 3 >o d cc m ac c,0 U N H .T' U U c r N M 16.3 FOREIGN PIPELINE CROSSINGS n°mcg O N LA Y• m m c NEw €303 E CD e N (j U 3 C C Q • m O �.Y m Y o 9 m N 3 �. N C m.Nt c • .2 CO1) C N C m C 7 7 2 m 76 03 O N L C N (0 0 3C ° m -o O C N o• xU C a)ail-2E C Z O U O -0m cO•ot °)U N N N h - a) c w C o 50 E" co c .N0 cooas 3.' OU U m m L C crtcm co= 00 ° N D 3 N N E m• E co O N Y Y a) - 1-03 (6 m Q l6 E: E.L.. 'O O) 'D N -, c m — -O 5 -, N -, co ' co W _S _1 �•��_�� Qac �� o R3 --4 7-1_1-- O 1 fn = 0 a a O COO 0 N 3 7 O c 7 = 7 a n �7 N.7 3 _S � N C7_„ 94014 *•-gDC o fc) x a� n�O 1 ��• N N (D -).= 3 S 0 ft N cg0 . O' O 7 (D O S 7. Q 0 N Z 0 N j°C f D N f D *� 12. o_ a 0 won � N 3 3 d N-1 3 W N w DS) N c°)) 301 3 �Z C9 Z''a 3 3 d'< m0 -2N Ma m= CD 7C- 0)*, 0g xo6igp- 3mo °smo-o tUCD • 77 , S 7 N O N N- 3 O a O 7 O 7 0 0 0' D) D) OS - O = o 3 N '� o N 3_ ? o fD 3 S 01 2a. 1/42 .N. 7 S-5' N' Q S N N x 7 7 12 d f0 O C N fp N N 0 7 0 R2 N N 0 0 6 0 7 N O 3 0 2 0 C ,C., n O 0 O Q N fD O Q 0 - ii' C N O O O E G. N. 7 '' r -,,a) 0 0 S =ri m -o c -,.9_0E m m n v m -haw C 0 o w 7 0 N a N 0 0 C SD N "O 'O DJ S a 0 SU 0 3 0- = 0 0 o r. so S fD 222°18--21. N N 0 0 0- N a 0, m-*33o�3 �.�° Z7 4 a C a o77 U 0 ' D) o fD co o 0" 0- 3 0 0 fD a y 2 0 f°i N 7 r0,2 0 N ii 0 N ' CD ,7 N O c, 7 7 CD CD S N .a. -NO 7 i O' p N "w 01 700 O 6S1 N co M O 7 N 0 Q N w 7 "O N co N U 0 CI . 0. n D) CD (0 • N. - N o 0 0 N a a N 0 S fD D) x 0 S zrm N 0 3 a 0* 3 (0 fO 0 l S a 0 ti - 'O 7 ° f0 3 CD 0 7 Nt 3 co =i - N N 0 3 S S 3 `' 0000 3> 0 fD C D coC ,O-. 0 0 0- N N .C. N a w D. 0 0 =“4-. N i O (D C fD S N C C n v 0 D) r.'*, �-o 0 a -67 O. O O7 3a N 7 0 'O fD C^ 0 0- C), 7 S Z a 0 'O 0 0 m c-).-'' 0 0 6m ° N X .fes Z c�.. Oma, 3 U O N C 5 0 a N O' S-1 ° O W 7 0 E 5: D) R. H 0_ C N 7 fnr2' v - =o�-o o Hac -1 O N 7 S.a• 0-050.< m m v 3 O-' N CO 2-2., O fD � X co CD 321f1U33O21d ONIU Vd CLI V 0 ° x m O 0 N co 705 c 0 cN 7 7' 0 0 (7 0 - 7 0 o s N N N O a7 C N N 3 7 N 6 0 o 7-3 0 C N N CL CT O - C Q i N N 0 CD 0 N O O 1 0 - 0 0- O 94/1".4 N 6 S O 7' Cf0 • Q S = CD CD - 0-97 50° O 3 S s fio N • N N C. O 0 _. N 0 'O 7 a 0-0 00_ ONfl1HHNOV9 0'L6 O 05q-0-1 O v o� 2 Z 0 0 0 N 7 0 7 p <n 23o 00 ng� �a3 0 7 7 7(0 o C 7 Z N N (O O H 7 7 7 0) iia - 0 8-1050i O O !D 0 O N N O N. • S 0 7 7 CO f0 f0 ,-« 0 • N N S 0 • C . 0 S 7'V CO 0 ^ 3 S N ° aa-. 7fG0 g NN F O N - C.0 SDI 0) N 0 = fD N O N xS Q C a C. 0 N O R a - N a O E 5 O O C S fD O 0 ms - (Da 7 "O N al 7 C 7 N S • a '81-42h74 • N (D S 52.0_00 O ° m7 0P.,) 1 • 0 - O 0 0 O 7 Q 0 5 13 to 0 0 -) S D) v = Cr 3 0 o .0 N CO O a 0 0 fp O • N O • N a D) N v = E fD0 O n o Ov • Q_ Z• 7 O 0, 7 7' a co m SKU CD. r fa Q • 3 ao 11- (1) cip 0m 71 --I-I 0 z co NOIlDfl? LSNOO 3NI13dld 8£ 6 ;° LL abed 0 m C c N 0 0 0 fn PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 0 E V 0) a) T O CO Coocram > CO naa)a) V U) N N 0— 0) r a0 c' aa) N.O. C V O O C N C) mQ O w DH m:p w V T j U N V as acmoagaa))0. C> o o H C O 0a)ow4-zto 1E70n°0 m a) a)mNamio00)U _ 3 c a) .c 0 N yon L O.VH aVL• 1- O to j 'n m 0 00 .cP as 0 C a) as -a N Ca) o U a C n m a) y -am rrOC)H7 m U a a N C >,.g.0) > a) - N c 02c-502 ' L c�Y •7p V @u`- N Cm To V ca E0_ O E m 0 0 0' -0 '- = ca O E- m n C T N 0. 0 a o O To V N�•�a_a-ow o m T (a a) _ C L fa (o)p N m YO C)•a 0) 7 E E C a O (1S-2 -0 L) (3 O .V ) 0 .t., m N O.O. -0 a) E a) ¢-F. 0-00 E c �c2 Cr m m r`0a)n aUEd N rn a) V Er ;� t U r a) E 00 0. 0 n m c L(aa > O C a NO m 053 C O OtNO U U N � O no N -o 0t N O. O y m a V 0)H V C CO 0 V O a ` o > O 0 3c117) 00n .c n 0) N n .c n m a)=} CL 0 a T2 . NO amico Li �E 0 C o is O O) c DE '5 (a U t 'V m C O N C U c o gpEg 1-. c Z C 0 m Ola a on _Ly o .o m HOE - 0) O CO .• .0 a) N Es.0 N- O m O r'r n C C CO m tom' O a) .c w N0 0 H O N 1- a) 0 E U 20 ID0 H-0 • >,= .c ~ W a) C O t N V rnd 0 "C L 0 aw c O C O 0 o -°)m t a) E N 9 •E Y - m 0 m .c T E o c c OVOc _0 N -0 03 a n 0_ `) 7 > O Oruga) o - a_ - 7 0 O 0 (n V N CD 0.c > - a) O) 0V C N m an'O >.c m m U 17.3 BACKFILLING PROCEDURE 0 N m m c > c o V V C J °2 a) m . 0) > C c aa) o ,c 0 m .-. a) N t .c A O PI N .0 4) 0 c) C v 4.- a-2 lL �j O m V (Uj T o m m'm•.So E E 0 .°C-cccc f t a) oma aV •y Ts cydrs.c nm 0 c r 4) 0 (CaOC') 0 V CO >0 U N m E c q m m H >'E w Z :='c -o •c OC.; 0 Na) m 01 = V N C H20(0 0 0 O U_ .T r w O M m N N )'m n r L.•(1) m O C 000) a)C (1) N '> CI) "00 O Ea (Ea O � O .> n 0)) c t O0 -0 _ (0 c NN w .-.' T U 5(t)-0 c _c m m N Y C U m • 0 a) m- 0 C O V V m U (a t)10,_ fo 0b y n= C N t O a) N 3 C- N a) E 0 a) O (a n y 0) O0 -.c c a) tis -0 a) o 0 > .0a) C >ao ) fa0 •- a) a 151672 16 "a N" L O (vj ao 0 C 0 = V a) V 3 mH O z N c a .(5 2 c) 2 a) N la OU c a0 0 o E cc H N - a) a)nY a U a p). 0) m rEcd O V m > V c C 2 a C)ru 7 0 0'-I C U N >, — 3(a N 0.. 'U m t �.c 0 O c U '0 C o c m a y O N 0.0 c).-.' 0 c'0= VL 0 a) m -o L N E .O O N.t o —- 0) U c .c a) .G'- 0 CO L R O (UO aa _o aU m +t-' -, U N mt off 2 Crj N z v,QOa) rCm0_C N - (D • N O QH 0) 7' 7 (D 0 0) 3 0 N 7 0 S _. a5 0 o O -30 C CD CD co N 0 CO l CO 7 = N N c 7 (D 0 3 N 0 O 0 N a3 0) 2.Q5. O 0 3 0) (D aa) N cu — 3 S 6 5 3 c 0) 0)V O• 3o •_�M- O _ N N N co 0 fl D 7 0 0 °) 330 Cr m2_O 0) 0 7 fl QD D Z N N ° (D 3 4 o —5 _- o a o N 0 O N Q 0N S O () DO 0 - < 0) v N0 a J' 0) (D 7 r X 0 0) O VN -. (D o v0' 0) N - 0` N (0 >>a Q °- -• N ° 0) 0) "O 3 Qo -oQ N ru (0 (0 .7.. 17.5 STATION YARDS, MAINLINE VALVES, AND OTHER FENCED ENCLOSURES S' .M CO O CO N o s a s 0 7 0— T 0- 73 — N N 0 -0 — (D N 0) _• 0 5. *- 0 ^''O -0 -(DD X J (D D) 7 0 N J p `G O J C CO C 0) J X O. w. - _ J 0_ U N 'O "' O A a O °- L' N A C —° W y< -. O CO (°p 0) W (D S'0 W G (D S 0•. < 0< N j p. O N 3 Z N N �I O. O 0' O a1 N-1 N (Ji 3 O p A 7 0 0 0(D d 0 S n o O 0 0) 0 0) a 0• N O °-, Q 0 7 7 7 0 0 7 0 01 n 7 7 N 01 0 O C < 7 C 00 v N O 0 01 7 S �QO‘< N< �°"n . x c ,iO imaa3 Q -3N 5 " G S 7 (D 0 °' o •N O, fMD Z D 7 (A i S N _3 7" S n y °) CO 0 �d CD 0 0 D m o Q 3 a.N v O Z a i >> 7 3 0 fD O n Q 7 p '" S N (l, (Q U a o Q 0 7 O S { N .C—. 7 S 6 O) R. N N N -I (0�1 ° 6 CD d 0 (D °1 v° l° �aasfo aDGi c o 0 co 34. ° 73 co o a� 0 N 3 5. 0 N2 °' O v o 9.m m Oa o ° 03 ° N 00� a=--1 -- 0 SO 7 Q; °,P - D 0(o 0 0 7 7.0 �S m N o 0 ° °� m �N nim N S N (D N. ' w < Q 3 -. 7-, x -hip 7 w. .N..= S 0 A v 0 0 3 0 ° N N N Q v < coS'p 3 N -g' o O 6 O N C- ° C O 3 a-- 0 G (D 3 3 co 5.0, 0)Ersua -Eli Xco ° 30� O Nxmx Dvm �. .Ni �O)�� N o. 0 0 0 0 N" 3G Q.7-'7 N N Z7'0.-0 0) • O p O 21 O 0) .Si 0 7' aS) v a N • 0 (D N .N»• - C (D ° • N 3 -0- Q �_1 v O < r2 ° = O pS) —ri) N N 7 C 3° (D I N -O. O a 0 y 0 0 X S 3 3 y .N7. N (o 53 Sp ° N Q N To 0 j pj 0 0 0 0 3 3 n9Ca o) 0^ v 0 a o° (D 3 m 3 CO CO O m? N x o 0- ZJ 0) y n N 0 co N 3 0) , N. 7 C N N 77 N- 0 00 0= .°Q - s 7 (CA (0 IA 0 •- OS) 5 O N U 7 (D 0 "p (D N 7 Q' "O 3. ,co CO � 0 d N N s a o (D 91 0 CD f•° < S c .y) a) S n o. 3 S 0 0 0 O 0 7 0- 3 0 0 co N F ((A -7t (D co 7 0 CO n C 7 'O 01 S 01 3 • d O -' y (D ° 0 Q O -: -. ° a 6 7 (D O (D 7 0 "O N- CO 0 6 - p O' Q_ O (D S �7. (D (0 7 (D, O. O O C- (D C () N° -° N N 0- o ° y 3 7 0 o Q Q O (D O G a. 6 7 `< Q 0) N '0 0 N -. (D O N 0) /13 0 CO 7 Q3 0 0 (� �n7 2. ° (°n c C)�n �° ° o a 0 O v (� m 7 0 a Q o — 3 7 d 0 3 �_ 0— 0 0 o �. a 0) O N G 0) Q S 7' Z 7 Z C.: O N 0 co .n. Q -. co S (D N -n 01 O (D T. !D 0. - c m0v7p°0 3°)(oc3 m a7�oQo 000 Na, (0) (D 7 x 0) co v N N CD 0 S° D -y'' �. N N p) Q O Ci (0 (D O f0 0 — ° 01 Hit 0)Ci O S -. �` 0 CD = 0 0 m D mc c ° 3 N n pc °s a mN N 7 3N3 7' N (DQ O p 0) -n Q O 'O (D 0 _•3 13 F D (D S Q — 3 S N ° ° 0 Q S D- oh N; -I 7 0 7 (D Z 3 :•: N CO 0 (O 3 7 < (D ° ti. 0) - d . 0 S 0 0 0) -<N Sa 0 01K co' 0 Q?c O1 =5= 7 0 0 SQN ISI 9 2° SNOIIVOIJI 3dS NOI13f1211SNO3 3NI13dld 8E L ;o 6L 868d PIPELINE CONSTRUCTION SPECIFICATIONS 17.6 TRENCH BREAKERS c D a) N a) C r ` V N 0 U N 0 N N a) _ ,_fl a 3as C 0 `°c 45 wc°'� E�,< 01ooa) 7(0i L 4- 0 2 U O 0 7 0 0 0 -zz 0 ) o 2 O a a °- w N c C O c 0)._ a O' O -Ne _o > o° c 0 6) 6) O ` `� a) _ O " E 6) T 0 N C CO n.o o a) a) T) a °" O E 0 C CO CO O 0 a) .0 •- .° n a - O N - 0 cO y y Or4- a) la 0 d 5 o a)- t ow ° _c 7 �w cs c dais 0 En c 0 E oas. N'- ca)0 6s. �6s� co E E a N E 0 o to O mCr p ` - a) f6 COaw6 f6 .. w 7 F11) 0 a L a t c Y 7 T N 3 a3 c -0 OWEU T O w 0 0 O 0 7 fl f co_`Op C a N E t C H a 4- N N CO a a o(cio= °)gym o� 'Z o° o Xm-0 a E c O Eo E w >.no.c o o E O a) 6) O c N 0 0 1» ` o O 0" U-• .2 C o ... > O 7 } a) a a) O O l6 N N O C w 0 a '- Ll. 0 y Z y 6) O t- L a) .- 63 .0 C •- @ C Y .�-. Q E a) a O 0. 6) T~ o a .0 = c£ Q y @ C w a 0 >. a ^2 0) E- O -p c O - 6) o a) c o y' O C 06 a O O .0 T N a 01 a) o CO N y C O a = L_ o N a N U O o C N£ -c w N C 0 x N� .c L C O N a a) a °" a) y ,C - C o �) °E a w :° N I.D. O E 0 0 >, ° N °- W °- 0 0 a O O cZ �T. o cr E 7 cLL En i- >;6)- a N ° a) o.a) U CO T _ - N a f0 > (n C a° O o _c c r� N aQc� o0 cQ� m e a rn m� 00 c 0) m N N E °` N. C 6)Q coN.L.. a) } y O C (6 7 0CC a' ° C m ,0 U N '0 0 O O N Y Z O p C C O f6 �« O��oQ°� wmc UcT3dV c }> u it ULT U y.° N9Z y O CO N.N.LO� L N -L N a N O N O O C F U N 0 7 CO 1- _a) H 0 ac cO '2._ Z L c 0 NZ o a a N N a O2 Ocw NL0 LNC aLi�U o 6s _o co 0 a L O N U N E 3 0n a o c a) co a) N a f6 s~. 0w (6 a) > O •C 7 N O C N w U H L I- a` - N 0(. I- a 0 I- Q O N Z N I-- I- N C 7 a2_0 O r- -0 N �>.. Q f6 a) Q E• c a N a C r N N a�j � N L a N M� y N � O a N a � LO (O E N M M -0 N .L.. C U U (O l9 N (O (O a N r COCO 0 TyIC tC c P N 0 1-:7 E (n 1.... 7 6s r` N °- � w r a •O_ C r caQ r 0'f N r 0.O.0 -U 3 � 61 17.7 OPEN TRENCH FOR TESTING AND APPURTENANCES .46 c 0 m To N c a c 6) N c 0 .@ 00. 0 0) c 0 w CO 0 E E O 0 6) 0 c a O N .o 6) L N -c 0 C N a) .`r C O N C C CD O CL CO 17.8 OPEN TRENCH AHEAD OF BACKFILL See Article 8, Trenching 17.9 ROADS Ja C 0 r r 'co N 5 0 0) 3arG) N 3 0• ILD 27 < 0 o 3 -' 0 • O- 0 l — o w 3 3 0 K N 0 ti 00 0 N • 3 3 7' 'a N — - Zo0 «a.6 o c 0) (n 0 C m ca a N • w 3. 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(p 7 0 OS• - yo v 6 C n 7 0 3 X 7 7 r 7 CD � 0-9 ami C, 0 y 0 7 0 .< cocr 77 O O O m O 7 ' 0 7-, 7 'O 0_ N (o .a) 0 "d O .C. S 0) co' ° N .7. N (D K N 'd �, N N r N (fl N (0 N .0. 7 (D 0-'O 0 • N s-l• O d at 0. y N O.p N N O 0. O 7 n S N cn (D -, 0 'O N p CD N a p O 7 0 0 O N 0 C 7 ' 0 .O-. 5 O. O O co !D N ,0.. C7 S- m 7 -� C C 0) 0) S O a 'o p �.1 < a o" pso N N G C 7 7• '_�. 6 p (p 7 ') 7 j 7 0 7 N ry 7 Z O N c S n 'O N '-'• O N G (D N 7 (D » O N O 0 S'O O) 0 0 0) O o) 0) .-I m 7 N O N "' S 7 0- 9, 0) j .< • K 7 N . a 7 O N . 3 N N - co S O d N S (D (D N 0 0) 7 0] O. 3 O d 8, m 0< N C O • .. 3 7 S as at .. 0 .7+ 0 N, �` C U N .. 7 0 .5' N 0 d 3 N N (p N 0 W N 7 0 00) d 0 N •p 7 5- CD moo7.v �pGpoa yob 3 3a' 3010° in70_ mm, v co 0 0 0 7 m 3 0] C) n O 0 N N y S 0 m o y 0,7.0• .Z1 (D 3 p K m" S N i0 o OG o o= o p s�.� m_ y a-,- s 3 °= 3 0 <=c 7 N•z N S3 "c �a -,-o u) 3 r y 0_ (D K (D (p N . N 6 - m 3 ID CD 5 co 0) S m N N O -p .. .p N .p O N. _a S o n O 7 S m a. 7 7 7 6 (D 7 m y S Q 7 0 N-. U (� -� N a p 7 0 N (.0 0 0 0 O3 0 R, O v N (D (O O .-. fD �, m y 7' -0 N n Q- Q' .0. n S N a, N O 0— G 7 O p' 7 6 7 0 3 7 6 . 7• d m (mi G p p 60...0 0 m (D 0 0 0 —' S 7. S -1., -t (D CO `< (0 7 N O. co 5 N N•• co O N (D 0 i 7, O co -n 5 7 (D K (D SNOIIVOIJI03dS NOI.Of12I.SNOO 3NIl3dld 9C1, 4° L8 ased Page 88 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS r ) C 0 0) 3.0 v O m a CD • aw m y m• - ° -t vLo'3 o y 0 9 N U m = O 06§0 C h • t U (' O C a) 2Q C O c_ 2z -Na N O y 0 0 oU -= 0 --cc D. O o •° Q Q ca m O m CO U C >O CO O CO 0-Z 0) 7 • C @ ` . .° LO N OL N 04- 0 0 c2-6,0 U 7 -t 0) C O O¢ � V a m E a co O 00.• r E ° o T ' C U .c 0 mZ a`) a j O C 0) r 0 aOma3a) O r c L w 3 ° N DD a)WQroE j L U m U Z 0 arOrO o m<0<0 o W -0 O O t C .0- 0 0 rv • c o C s a 0 0 E c m U t C O Ny N w - 0om F a 0.c E ZUm O 0 0) z • Q t s0 O • 0) >. 00-o m a. N -c o a O 0 N o - 0 O Lo m aw -0 '- Q O o RIS dN=0 mF- so • Nq La m 'm F thaa;Z ODa m0 rmE0 18.6 PROTECTION OF ROAD CROSSING BACKFILL Mt mo 0 0. y O 3 c N C m T m O. 0 • y y co) c 0 L y U N 0D - u m= m to 0 0N ' m ac • o'Q Y > 'a as .- O 0 42 ID a O m ° U ° . C C m 2 O O .:•U _ E 0 O y y O • o i n Ta c L r O a) aa) O O C 0) O 1 Qm Z E O Qc U L m Fr- 3-o0 18.7 DEVIATION FROM DRAWINGS O 0)V :+_ N L L O O m a ma � c O -0 m y 3 N • O O O L N von m L O co aL rn C a 3 m o °) 0 -0 C • 0 o .c -a > E c a) r-.. 0 N c 0 E a) U 2Ea) „2.c cO C N N 0 E �• c oL c o N U•W°-_ .a SOL U E y m C N U m .0 > o E a O) I- CO 0 0 O) C C C O o c 0 c0i 0 19.0 WATERBODY CROSSINGS C60 a) ,C "o c .c •- c -o C m L 0 m W ca C ) C C 7 O".O 'O E O O 0 0 m N C O • U O 0 O.O. CT O -Eo 0 O .0 a) E a) U O E 2 .0 C- 0 • 0 O o- ... o m 3 aa)i wc - > F3 0 TL QD1 c 0 E d r 7 p U'a ya y O 0 N 2 C O m°E 2 3c. L a) _can m n m C .0 w m c L m x o = m >.y Ea W w E O_ O C U'y N E •U O O D '5 O C F a) U N O 0 0 0 v a) ._E N =0) - OO cn3o rm aria' o m0 Oi 0 O a- y C °" W O d' -O m CQ. o mo 00 �m O Em 0a,0 a& VoE E z- z y Q"r 0 m OO o L O at -U O U a) a) m a) ate) m o CO r O L r cur m - FCU F>' FL _.) m C r m m ILI Z r N a E • 7 r m E 'v o O 0 rm 00 ro. rw0 r VW C U r 0< v m c as 2 a) C .UE N r L o 0 0 c. w o 0) 3:N c v o m 4 • O.0 m o.c,o 0 W N E c E c y O o o o.0 U - .c -0 l4 C O t o • LL V m O 'a) 3F a m y c F ,o_ > Z O 0 a) a) 0 r m 0 c a) a) C LoN r y O 0 r U N 00 ciA 0 D 03 w mp c as �m o DZ 0 m y F 0 W < 7 N. 0 m co oen "< 0 =m C 0� (n y0 0 (0 Z S 0 0 yfi 0 0 V 7 0 5• co c Z -o 0 DT 3 7 (0 y " Z 0- 0) to 0. co c 0 a 0 0 O 3 o M Zm -1a 0 5' O fa a O r (0 0 0- 0 0 Dl 0 (0 0 7.3 7 0 W 2 o 2 2 N 7.3 m7 m 7 p) 7 r2N N 5 0 w 0_3 D1 N G _ 7 ? o 7. (0 O (0 0 ... 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N 0 a o 07 A- 0. 0 0 19.3 EASEMENT AND WORK SPACE 0' "O a 0 D) -O (0 7CD (0 0 a N Q 7 a (0 D (0 0_ 0 r 0 c (u 3 4< 0 7 or O 0 7 o_ . . 5 (� 5 3 S 7 (D N m N 0 D) C_3 00 0_0_ ^^(0r (0 N 0 N N (0 0 0 N7 7 C 7 7 a (0 (0 3 0 0 7 D) (0o'3N' c?, 5 0 0 (D D) (7 6 co n OO_ a) 0 6 7 a M 0 0>0a 0 0 N 7 O a<0? 3 r: 7. a co co 5 0 0 (0 r 3 0 0 N 0 7' y 3 N (D W CO Cl) t a a •< •< 3 3 5.'.< cm 0 o a 0- C (U (0 o-)� (0 5 5m (0 C) (omo0 sp 0 0 0 Als —I5 0 (0 a 0 0 -, 0 (0 r) 0_0_73 • N 0+ .� 0 3 v a 7 3 — v (0 a C 0 O 3 0 a 3 3 S CZ S i ) 0) O O (0r 5.E a E• Z D) 7, { O 0 0 A 35 j00 0 co 0 3 >• 0- 7 0 5 _. o (O o 7 7 • N 0 d Z a � m o CO (0 D) 0 SU o (0 3 O 5 53 ° 3 3 F 3 C1 (0 3350 CD CO (D 7 co cv(o N a N 7 N 0)a o (0 N 7 O (D 7 (O 0 O ci 0 3 0 7 S 0 0 S a (0 0 c 0_ 0 a 4Z 0 DI 3 0 y' O N 9) Dc U 00 (0 O p_ N 7 o §, m 5 el - 0. 0' r 7 0 c C N 0 0 co O .7 . 0 0 i (0 y O (0 uJ 3 : 0 C P (0 C O R. O. O 0 V v(7T� °� p' 0 0 -i r 0) a Z n (O —I 77(ym m 0 3—I—loo0 0.22 0 0.3 g ��' ii 00 7= 030 -0_-1 -I 3O 7 (p a C o O 7 N+ -1-1 0ii<_° 30 C (1 S 0(D 0 o r 7' 0 0 (0 D) (0 0 i (0 7 w C a 0 O re a 3 co N v a 0 c —I 3�� 7 0 o a 0 o.0 co 3 co 0cT � Z O O -. 3 N D 7 5 0 (0 X .as 7... N 0 -0- .y•. N co(O * -. OOC 0 2 0 (o 3 3 7 5 N 7� r< N Q O) j 7 N ,(0., y m 0 O 5 + Na O 0 0 S(0 7 W. O O� Oy, 7 0 y C (0 d 7 0 ai ~ N. CO 0_ 5 mm- 0 3 s 0 o°* r 7 0 C C C D) CO y N O a v a 7 C 5 0 0_ a* •< N 3 0 * a 0. (D 0 M O 5. -9 N O N 6 (0.< O= O X Q Cr" C 7 3 O at g ca 0 � Q te cis) to IN R° A SNOIIVOIJI03dS NOI10112i1SNO0 3NIl3did 8£ L ;o 68 afied PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 19.6 VEHICLE ACCESS/EQUIPMENT CROSSINGS "' "- a a (U a) a- >. Y y 0 L 0 CO a Nt} N,_ c f6 -0 -C 0@ RI OC 0 N O y Z 3 E co -2 • C1 0 Nt ° I- 7 a) 0 3 vii 1. vi 0 '3'o c o)c2 0 C f6 a U y y- c C 0 O .0 r OL a. 0 y a sC 2) O C® 0 a.( - 0 0 C> 0 0 N C 7 0 O N 0 f6 a = O L - > C 0 a C.n.. 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U U d LL I- �' .X O N 0) U f0 0 y r 0 0 N> y 7 co y N f6 E V c l0 0 11'1 0 0 .0 h '�k E 0 fn 6 a U a) • E° 2 ate) E U V" >` (O a N� 0 -p f6 4 0 a 0 O) f0 'a .,0. <d N m U a d) 'C 7 d) U a 6 7 0 0 R1 d) La) v r.0 y r 2 U N f6 r w ft) C .O a r a E 60 r� r n 0 r o . o Q' 1 O O v _ co 3. m NJ c± 0 O, 7 3 n 3 O or 7 O S o p a_ 0 O 0 9' 77 o 7 an >0 N0 a0 Pi- w0 -<-1 -1 g-1 a 3 m ,--t C1 Z co -I N D y D 7 O (D O . m Q 7 N-1 _1 O. _1 7 7 o D H 00cox 0 0 0ox � Om � i M O r D 7' O N �. (D 3 < 0) m CD. m O 7 ' Q 0 CO (D N IC .y.. U 7 Q) CO N Q< sm 3Do- 0.. . O 7 (D .^^. O aco m 7 co m ma 5 N O O O 7 7' a3 M n O o o o m a a� c o.o Q a - 7 o� X CO3 a"m '<m (OD 3Q O 7 y y 7 O y a Q j 3 3 y 0 0 >0)oR a a 6m� E3 7 m 7 D o 11 Ijr O Z cNm O m N 13'(0 -<0 y ei- -0= O u-iCr 7 V Q '0 Q a< V O O O 3 7 ns. co N p 0 O m 13 3 7 -1-.0= 7. m 0 0E0 00,-< m (T)S o' 7 0 7 0 ,,.. a 0 7 o- Topsoil and spoil shall not be stockpiled within the drainage. 658 8 O J 7 3 N ° D O i 0 mot 7 y m 0=3 p(O y 0)0) y aam (D O 0 el" a, na `z• 1 s 3: O O _Dm O O m o m 7 Q 7 O aro. o am y a (° m w X O 7 al -Op N 00 N 05* Da S CD 3O 0. O M N0 "o N 3, 2 m n) OPEN CUT CROSSING — NON FLOWING WATERBODIES co 0 m z m 19.7 WATERBODY CROSSING METHODS 3 -.0*-, fl o n m O C7 _5 R2.23_18 c< m r- ZaMa0 Z w.=0.< W 6 ' -p 3' o 0 ;0 (o DNS FP 9+'.m o *. c mm * nm -<o o 0 m m o �.-1 <yo3 1a o--ir acogmm m--10-1 s0:00 TSOm7;LD OQ —00 O 3 ac r'(7 yv • ra w6-2-1 orw 5m 3<<'m 3 y OO(D<0' NOO ILM co `. 7 O c o m O co. O m o T1 O Q",O m o< m O 3 C N £, 0_0(10 O (70)=07" 0 -Z11) -'W (D 3 5 3 DOi (D � c a` O a m m° 7 00 6h O o v N N �_, * 3 N O a y O '" m 6 O y p C -. O 3 N y 7Cpl aN 3 D O 2:9"0 N 3 39= 0 3y mOm m 7 CNa mOSo mNmo.ND O N (D a) N 7 S alflaO u) �. *g. N Ca y y C. 7 c 3 7. •- o c N O 3 3 o m m�7oco_ 3 CD oo < y m c m y n 7 N a 3 N y Q m 7 o ID 6 p O a O 3- y 7 �+ .Ow (/ 3 O U- Q 0 y Q 0 7 O (D 0 3 w 7 ()) o `c p (O y -Ci N O) a N co CD M O _.,.° O 3� O m 3 0 0 0 "O O r, TI .C. m o N fD 7 m 0(j) 7 C 3 0.. -C'-' O g. 7. 7 'c„ .y. O O 13 3 N d (:)(1.0 7=-0C=- 511: d m C M N 0 Q 7 i O 7. 7. 7 0 D) m 0) OHO �o�o=m� ma3� O S 2-0 m 7 O a p O C) O -21 N wc I 7<l N a 3 U a c<p<7N CD O o,mmamm '<imd oa-vm SNOIIVOIJIO3dS NOLLOfTLLSNOO 3NIl3dId 8E1. 40 1.6 96ed CO00 r) 0 l N 0 N N N 2 O) • a PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas c; '0 L C T ' O) T fn Y 0 a) > 0 0 m� m (0 O L o O C a) O O 0 c. N m O O a) • C c3 0 v) m Y E o 30 oo o u 50 a. D m CO N p (V N N Z '1 N .Q N j y N I N m j 0 Q O 04 ,n w E °� 3 O c m m 3 E rn2) C .c y C y C N 7 an LLI E N c a a i 0) a o m o -E�1E m g 0) w .c E C Eo .c E _a-cdc x Lu L..,- E N c o Q mo 3 Q °- c as r C ' O 0 N o N m D 0)V ll .� m 6 m C m ` 3' J m o :a n m N N r N i Vly`6 O C N C n C LL fn a L Q O C a) C 0 0 U) C m C a) w 3 a) rn 'o. co 'v o -.o m :c ai Q.4 0 - v v E c 0.U E m w m a N ° ° m (cam 0 LLI U o a L a 0) fan LL C 2 -- 3 N (!i N° C 2 E Q a) 0 a C O .. d m w O (i O) 'o12 > p �jo 3c 0) 0 E Cc O Ec arc Ua E• c Q 15 417) • U m c am� N j LL d N 'N m W .g.°- �6 O Qj m -� C .5• �cO y j.° as O W n ..`+ O) o m N '- I- a L d) 0 2 0 2' 0 a) L 0i N 0 "0 0 • cco ¢Q Oc co a c wa Q oo� -..- F m oo- tai E (73 d> a) 0 rn L .0 - a V Q a) V _ a) w m 0 a SZ c) o'a j C 'OO E O d' 0< 2 °-cIN � L-' m 0))Q 0 C 0 03 Ta Ly C7 as U2 9 m m r E' S ac r a Yc V) •N y 5° of rn D n Z 'E c cnct � m r Z N .m c¢ mai v _ a• mi' Urn c m a v �'n.- Ws fl 3 .9 aa)) E.N•E 2 0 E a) ° p c c ti v n c CO s - wr v - 0)c - V - a c - N E 7 L .0 Ws 0- O 9 C p_ Q N �' O L o w L N L U w N a) ca L a rV N a O m a) a C N a 0 0 0 LL O a co a U — y y L -= C f� N m n. d ° E Q' f6 f� N L a d' U Q. N d' L a m_ N> t O C �cd �� 23 ° c o mow- O di ��@ �rn Q�a rnE > Wv.a�ia-°i E -oma m m m U nZo® O ZF,QF, ri Z�15 2°- Zm OUmm 7 UOQ N: -� w1 o off' >ac comi OU��i OUm.0 U OUa�i� OUaaci OUw OUo TanCD L5 i W ~3Z n c DO) n v°O coo 2� W FF5 IL-a)o _ IL -mc F�� HN Ho N CO d �- C 6 N L Q' r '0 N C O' M c '•Y 72 d O M.cd riw (5 Q ci d ai O vmc c= oa 'nmc u?coy `i8 N n.- �wm N— N— 15 ICwm by by M rn a 0 a) O- ci 0 c ci• Q 0. ci aai 0 C 0) C 0) c r 0 ry o X 3 0 ,- D o c- 2 m T -m of ai of )PI r r 0c-' w_ *3-% *_S ° m w 5 Om' *m wwP eco oc3am w w au `< o0 o 3 . Z. a m -10)6 y, a m -.• W a N 3 U m 3. D C 6 S (° O O 0 1101::: 3 �°N3'OX m 3 O 3 p. w V p .'.'wmWm 0w= 7.3mO 7a7mj S (p7 7•Nv (�- .7.w-3 w- < wC7v m m7cn cn nc3 O3m91 cp p�m w ^' < m O p 77N�. Q m7.w7 Qm�.�` mND .w-wo 7 a ' 7 '"m��.m eco s�N n > > 7F Nvwmm .7 dvo�N-ws m�p O o 3 7cpm_omom°7 n o_O 3m mOUtU Z 3wwOw°-°OO'i7- 2 O 7 p`<n3 p m m 3 (°�.n 7 °'y7m°m �.Z N N° Z (°jw <9'a�y 7 rococoD a3w7H .Tao �c�-J1QQm (O�_°7(o Om47N7*%U-° n'--�7 o7• N -°i N w D .�CD _ p Q 7 ^^ m77N �'Q oC° �O gooic3O �3mw ym'nv;o°mm-1 mx.co o'm ° a -i t, y m co < m p,a ° T c-° na m a0 m° o �� o ro o 3� ° c UT '^� a ° :a 7 r p fD O �� s°cfl a w w CD m pc w 7, O= o m° m N C0 -w W Z 3 000 p O m O N m.? 30 co H ED 6 ,7., O m w '< 7 3 of 6 - 7 ?�oJ cl mom -3,70o0= N C N p 7 .+ Rl N Z 3"P.77-:. 'z 7 "'• n 3 N w w w Id ° 0m 001 m mm G) °�� opo N (p j p a cO N c 0 0' N °- a, s 0 C -• (/i y° £ Ut d N Q 7 _ m c m v o a N 3 7 aso° m m c0 cc 7F w vo od n D m<�n�i m2< wwam� 7<p a° p -- O•.a 3 N C N 7° N- ^ 3 S (D O O -C. (D m a N w �n a �3 c��n Vim- (flpm cn 00r 0 co w cD -°.,`< K m 3 p n .N. m m j W >• j n n °- m w 'O O fw/l < 7 i m N 3 u O " a G an -az N ,°° -°. N° �- N C o_.< m° wp' = m o �d u oO mo o��s y 846m o- mm. °�cwi- 33� O cp �O X55 < cog co -z • 7 y N N• N OQ (pip fQ m6 N{ p j y 7 N ° m w m sy w 7 .gl, 3. 70 3 qac o -o m E *� a F o' ° 7 s9 o .:v m •w _ R-2* -, waw O- mc» co mo 7 =c o-• '<m�m CDd-o m -•awv0 c,;mc"p - av w - o m n7• 3 'o.6'm flue cnwmam-p 05a c 00 o ax a w m roto30 o0 wotha°o° 73°- 6 �< S �< O N m w m x' m 7 N O O a m a =< 7 �. w S y m �' 7 w m w o 3 O d o O (p N (Sp O n 0 2 3 f/1 O_ so 0- 3 w N' 0<0 7 7 m a m a m N y 0 * 0 0 cn �' O - 06ca _. " N '<a(0041)7= OTI Z 51. so ° 7 m w' m w ° m b< w _3 c m w w w sudo0� P m axm ° °o "-oo m' 3 7 -oozy 7 o m 7•,7_....w m w (T ro -oa * o ao 0 cp N w y ° r,3- oy 30'3�� o ?�D<7'm `.<m -I ° t E3 m� a °o m o��o a3mm -,N m°�,mm =°7:1 SNOIIVOIIIO3dS NOIIOIR11SNOO 3NIl3dld 8£1. ;o E6 a6ed L w 7 0 w Q < 0 0 03 PIPELINE CONSTRUCTION SPECIFICATIONS c E.c Nv'ON a)= LO N C TC 4O C a) ,,,L a) o CO rod > C a) .o ' w m o o _c o a) aiO C U O >0 c w .c 2 rn 0 3 c°i 'v a) " N m °3 o y - m 'c m .c o.— Ld- 0 c 3 w 7 co R 2 Tx c 3 0 t `5 3rf6— Z' mas 6 vNi g yp 0) o .- o � � a) • CD a) 0 a c o cn -O U co g m — °- O • L p a) a) N c N 'y • a) '— o 5 7 a) U O • N o. 0 d O .o c C E o I c 0a 'O _c O a) N N E o E m,� L.. o E-9.• 2) 2 a) y N 'C V a p U 7 E '— p PI:: .+a)>ON7 ,�7E T O o CC O -pN+`�m'OEOy 0 0 ▪ O C C -ca oa) a c cQ) O +�' ca)co UN a) LC 03 O 21)>oN a3� 00) • ooa. 5 co ai 0 E6 o0 .-E cN r0) cC C E y 0N �O y :O=V7�t C o •— a) a) p p Y a) a) E ...O)tUEC O >` N TW > a) O Lc c 0. ,Op 'a N � a) N a) y0 N 3 m 4_ O °-1 a > N a) a) p O C a) o @.� E c 2 as o m'y c° am -° c m N— E a)• 2 °a�N a°�7 0 CD cc7 1 -aa 03 '•7 m �a3N > 0 9 13 a) c 0) E N 3 — a) E a) L N uj a) N T U — -a o .N a) g y 0 ° y O L C O) C c -o a) c N c w N O �L y m — c o m )a L t '� N U a) '- 3 rna • Ns o To rn o • CO a) cov` 0) N o as o -o } c T T> 3 CYO 9 o � o 0 o -- Q. U N N N Z a) CO U .c T.. O T — c C Z Q a) O O m .O a • N O 0 C a) N a) a1 7 a a1 L 7 O) a) O as N O H p o .0.. -a 20 m o), 3 ma C 0� N'a H 1-5a N c°° o H� • a) m o >0 o a o U m Z N c U. Z; 3.c O 9 c .•' O N c— �O d O U w a) V) C 7 0 a N E o o mw E o o 0a) NEN a) m ja)0 y a) EO Y O• c N N as E r o "O O L T .0 U U as U �Uy.c UmDTJr 73 cHUa) coa Hca > a) C E C E a) ° U O O a1 is c y m 3 C .,=,` CO N r a1 C CD 4 U W- 3 N a) E •c d) O r F- 1:7 N -� Co 7 N 7 E E a0 _ a° a) 00 7 N U E CO N 6 L W Z >. .y O 7 W— N a) w O) N c o .`. O` O) O) O) O fa r a3 -owl r 3 a3 o r'p m co aN U r • rO 19.9 TRENCHING - FLOWING WATERBODIES j O > a) U w0 °c w O Z` U N 9 C a) O N N a7 •N a) O 0 N C n w° 3 z,_ 3 tea) r '- cu ° N C �— a) N 3-O co meo rn c a) 0 c 7 7 .— 7 p a) > • ° U _ yN �.0 C .at Uca c a c 0 °a)O a t N a) ,- o O m CD N O,_ a) a) N 'O N }343 c O O N a) .G 0oflap)0 Z '7• 0 N .0 N m 0 tt d C E > Ca°)ic a�3=o CL -) 2'O O.°. C N co .0 a) Oc U c a t 3 Q) • C y 7 w a) _.0 13) mf6Toa O°a= .`. 3 N • N C a) C 7 t 4`m NQ's Ci) O2 N c C O O y0 — f6 a) 3 n fa c c N • U T =_- 3 aH U ! EZ m cec° t a� H • o 7 C O C 1-` c V Z I— cm °Um Ua)"c0 0 2 y. 5rd 'va)w H ° E EH a H mL�_ Oma .5 o 0 0 E of c a 3° U 2 7 o c U'c ° a) 0.0 0.0 s .0 E U — CO C _ yp N N m H a)c Q0.o Hy>,'� O Q (,) O) c C 6 r a) O N C N CI c O .—CD -C t of o a) of •m a) of w ,a) c c a7 Q ° m t 2- O) O` a) 7 d .`-. r U a r U Y N mom°<mv7 mmmaCO c077000 C n 4 0) . + N 0 =�< o 0 •0 9 CO v,9 0 v°* 0 o CD CT ° a3 w v c9 N IJ 3 CD v y, p • (� N S) 7 - D y 3 .0 3 CT o 7 O 7 { 0) Z co N r: N (D "O 7 CD IT 3 O (p N O O N N 'O O { O. 0 .. 7• 7• , a c o O N ( O, (O o � 01 . `G c a0D3=*n aCT .30 -D-0aoS 0) 0 j— 7 0 a 7N N o a S 1 -o O) _.z .. 7(D - N -I N E N 7,1 *, N N U S N S 0 N Cr 7 N< fD • ONO tT N 3 N 7< w Dog =vp QKc00 0*- (op - D y,Q7 m D3° o ° m m N �a (D C N CO N D{ 7 N N 5 1 N 0) 7 S N N 0D N 7 D c o ' "6 -a N 0 3 0) 0c N S -. N N N O)aN E * N� 3V O GU N0 HN(� SD 7 7 a N 7 (D < 01 N N - O N O n N �` 7 1 3 n o a 0 7 7' 0) N `2 co N 6 N 0 a 0 7 n a(o a co.=Qa a7»O�a 00 N '. K X O . (D g 2) G) O (D 3i -12, N O S O 0) N S N n 7 a C O O . .O O) 7 7 o-,.‹ a O Z� N 67 M < 7 (D O O S. (n { c G N 1 0 9 3 c -O � v C w—co 3 w O O 3 R. S a a V Qom my o yam v O.et n y o p (D CT O. 7 _. c% (D N O 7 G 1 0 7 (D < 7 al I< 0 S 7 O.N. CT a a0 N+l p C c.) < KN X Q v S 3-D Wim'>U 7.1 5 O D 7• N N— N C D N N N 0 7 a a N N C N -' d Z Eii C (D O y so •-• 7 3 C S _ { `G O �. N-, N a o 7 co o. D O -. O (D N (per O O co 1 a�"O O 0 ?a0) O to -n 0 o o< ci N 7 0) N (D N o 0 C O S G N O (D N N a O 5. o (D a s O N g o y N C 0 7 (D N N a D --5 7 co to 7 a c 3 f N a S O O S 0� 7 (D P-50 • co -,o, 7 7 2 a G 19.10 PIPE INSTALLATION — FLOWING WATERBODIES -s N 5 U N 0) N o N SD O a 7 (O 4O • co O co O O'0 y V -o xca F.11 N N N '- -I ;_• l . NCO O S O (D M a 0 1 CD O S n 0 O K r so)Z m lig N O N C < -H * 0-0 H (D o � o o: � N � < Trench dewatering shall be conducted in accordance with Article 8.9. DNr O o (D N N 1:1)0 N N N o 0 N 7 S u7 _. 0 O N N O N N N 0)ON'O U N 1 ri. NNCr* • 3 - - 0 N 3 .. N N O 7 0 O N (DNCr 7 D N D (D CCDC7 `G S c •O N _O 7 7 7' N 3 3 0 N a N S 3- a S O -c) N a 7 z i.< 5 Q n H 1 (N/) • y (D 7 or; (fl N N ;by N cn O) 7 y.=c U 3 0) 5 0 N (D U N3 (D 0) X c 7 N a 7N N. 7 < .CT -i O 0) CD 7 N O 3 O a S co 0) = O O -a = .N. O S CO ) M 0) • O 07 N 0) C N (n CD 7 a _ 6 a O S Z 0 3 7 0 0 0)'CC) c 7 03 0'o as 7 M O N O O a,< a o, N '0)—" s 7 am 9'c o N 0) 0 7 ID 0 • < N N N O O et -O -a- c O`G O a3 -i3 S .. N5 N S - m 0 .O • N Z o lD O N N 7 N (D 0 N H� B. m al - 0-S ▪ N 0 O N p O COS "O -oo 0ON O • X = >• 2 N d O co 3 N N (O ) 0) 7 7 07N N O W n CD s 00 Z _a N �7 (Dmf N O 0 0O. 0 7— -. X CD N 0 S (7D N fD O O a n 7 O 0 C Z a a H 0) O '< 0) N . • N n N 0) N = 0) 7, 3 3 S CD m C N 01 N N 2;8 CD N C 0 3 co O 2. 3 tri g A !C SNOIIVOIJIO3dS NOI10112IISNOO 3NIl3d1d es l l0 96 aBed CO c0 010 v0 r N 15 N (O c 7 0) a PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas N'- 0 0 s� > 0 Ws Z N 0 c m co Z 0 E _< EO C 2 O U_a ..c T a 0.0 0 4-' t -0 -0 0 o N 3 a) a O ` r C -0 o O N.co a) -0 a0 E p r E c o a3°) 0. Q co c fla O C is a a) 0 U 0 p -L O .01- 0 ` _� a H rc NU O v) 0 coin O) 0 0 r c c 0 0 T • a).- N c N @c o >,t 0 'C 0 a > — oa) C p .0 o 0 poo H aoO 'a n ... o 0 H c Z .2 d 0 5 0 0 E - t 8 c 0 • 1 0.,_, .-O-. 0 7 0 0 N of E > E c o '- o 0 0 c c o 0 7 N 7 N 0 L CO at 0 0 cc a o aoaa) Oa d- m o .c C 0 U 0y 0 0 C 0 F a.rn E C O U O O a 0 of o oa r C 0 (a 19.11 BACKFILLING - FLOWING WATERBODIES 2LO o a9 0 0r 0 Oa C f„0+' O) CC 0 0 =C c — 0 a C 5 a) 7 0 0 0 t•L o c� - C �a C c c 0_0 0 W = O a a) cam0 m 0rts p o as .c _c '-' a) T .0 o 0 0 = a la 0 >To CD O O C E o E C Ow o12 -O C 0 0 a) a )t� "2 73 - m o t -0Y U > a) 3 7 o 7 0 l6 — O t 0 8 .0 o f a) L O t 2-0 E 0! T £ c @ 0.0 O a) E 00 O co O C `- 'O 4 q N N V/ O a 7 O LC N s +.. O 4 u y H a a 0 a a Z o o m c o .p E N O N y N a) o U o o O 0 O 0. N V 0 O Y .c 0 3 N O N O L o .oa E �_o 3 c -O N 0 0 ° '- - N a) N O 0 y 0 O c p) O Y (a o 0 as N ._ la • @ N E T�.>_ > 0: Oo E .c oL 0s m CO O o 0 0m 0 0 U N o aT.0 0 N O 0y •cOa ,0oo. a H0am 7 0 .0 0 0 (O m Z c— E p N> O .�. C 'O O w a3 1- a) 0 RS a) O 1' U O ("ii)) C 0 1:2 0 0 t- Z C 0 0 U v 0 O -p < 0 0 t E> as Q-p� p) LL �0_ H a) H a2 m _ 0 — E �„ 3 7 ala Cr 0 01 C d U' Y r• 0 r 0 0 0 r a c.Z r 40 r 0 r 0 y CD n as ai O 0 0 o c a S: n r -0r r 0 r m a.E 19.12 STABILIZATION AND RESTORATION OF BANKS AND SLOPES o .c (0 C a .Op 'o .0 O) -- p_ 0 of O— a 0 C al 7 U O N Ti o .0 O N C T.c O) N CD t _oco > U -70 O O a) 'C a co a) O c a N .T. c O a) N _c O m l6 4,T2 o T O N 7 OY C O a= o p C .. T (�a C as 3 � as 0 O 0sp r. 1) 0 a t V "0 � C •C .N 0 0 ` .p 0 0 O � •� NO ` .r-. Z` vj o E C .2 N U 0 O- 0 s_ a) a)0 f0 .0. 0 O r O w CO C O) O U It of 3 Co c .c aO1] o rL aQ O 0 O o_ a.. o 0 C N wo y C O E y 7 n t-. a) a) N rn N 0-- °) 2 E =. a) 0 W c N CO "" 0 L .2 3 0 0 N 0 (a >5 O C 0 "O 0 n 0 O U> O a) C 0 (Ca > O) C O aAZ qz >` o o O O 0)N N O O E s o a) 0 .NC E O) 0 E C c�.0 9'CT >m r fa 0 d a) L la a= N C 0 E (0 o V)Ea -a L N 6 3 a _a C C O O .c O 0 0 co oc2 Eco > o p).0 � _Cu) 0 � :° a) C N 0 n 0 2 0 0- U 0 — o t 0 t a) o� m 0 pa Eco O� 0 aO) O o tll a O= O ;L c o Z IF- co H 0 c O of 2, C 0 Z `ACU 1�-•2 W=0 (1) 3p Fa LIti 7 r mF- N 0 M g 0 NC �O NI E Z r o r m ,- m Z. � U Oj Q R ci a CD 7 1- ci C C O) r r 7 r O.0 r. 2 r+.. so 0 S N 0 O 0 O 0 0 a 7 7 (° D 12, O o O a c O A .N 0 D) 0 cr co n O O 9' ° m Q 0 'O 20.3 GENERAL WETLAND CROSSING PROCEDURES 7 O a a • N 3 3'w o • m -I v am D n v0Z O O m o ° A S O Q 0 • O S 7 'it ET) a • m 32.0 • M co O O ° CD 1 CL a aCD co O O Oa O O O 3 O o C Oa C 5..°. ( 7 O 7 aO' N O (p � � m 7 a (o 0 3 0 ao 32 O , C 0 N m 0 0 ° °o C O O IVO 10 O N 7 N 0 ( o N 0 0 iV _ s 0 m o 0 rt (D O 7 ,...,cu a 1 O -I N (n O (p D) 0 7. 0 (p (Oi. - o -0 a n v 0 s N O ...Da 0 7 Z D) Z ID 0 (5D p_ O N H Fe -I ia°0aaC m§ _oow: ep 0.0 O Na 0 7 V)3- .-D C x N co ° a -o (U .7. co co �O?�3CD mw -ow ° o ° - m = 07,oroo 5 33 N O 5a 0 0 ) D 5 . O Npov 0 D D) 7D) 77<° 7N 0 C DN 0O O,) 0_ Q (D 0 (D 7 0 0 O a a O a ,O. (D O O CD • a Q (^ s=1-. 0 Cr 0 a N 0*' /3 a x ° 0" 7 � O N D) +t(D C — - a� O 0 o° 3 13 a 0 7 N O o a 0. 0 0 a ° 0 O' O 0... 7 O -1--=icw o_' a3 y 7 C N y' a 0 '" 0rn0 0° ° ° 74 0 0 C 0 0 00 O, �° 7 a CL w .M ° 0 r > aco O I O Z O (D ° N 3 -<K V'(0 N (0 20.2 EASEMENT AND WORKSPACE O D) N 7 0 • . W > 0 • 0 v) 0 3 0 0 a•D rei - O O N 0 0 (D O d N m 3 a D) - 0 0 0. S O 3 co D) O • C 0 O N 0 ED aEn O 5.a NO O O 7 a 54' Th D) 0 (0 a0 0 N "5 '• -O O a s o O Q° 7 (� co aD a O D) O O 61 ° O- 7 i< O 0 c O -s 0 v 3 m • r o O 0 "c cn Fd -Z • N -I n 3' 00, n 0 a0 7 O O y a •=°. a o' 0 7' 7 0) X 7' 0 D) & -' a O Et • O ° v) a -0 0 = 0 3 N ° O • F o' s 7 5- o ° n0 o 7 2 O c ' 0 3 3 co 7 O ,. 7 O a a 7' C O N 7 o O O v)co - N a O (o „ 7 (D r O S O 00 v - Z O 7 =i (D Q o 00 Ll a) O D�ia rt3• o C -O O C 0 0 O • 0 (0 7 ▪ M ° S • O 0 co • CD o c a O (/1, `2 0 ° 7 3 0) 7 O o (0D m 7.• . O 00 0 O ▪ 0 0 O 0 0 N ° ° 7 a 0 4. P• o oa 1V213N3O VOZ SONISSOUO GNV113M 0'OZ • 0) 0 a O ( N 1) a 7 °) 7 d, ▪ o (D CD -0 0 g ° O 0 • Z O O O 0 0 0 -° C Z• O O (3D m • v n • 51) x O 0 3 a O N v +'7 0 0 0 ▪ * �3 O N 3 � N 3 0 co - 7 o 3 a o N v m 3 7 3 a) 7 op "0O m 07 - 0 7 7 O 7 v-° P SNOIIVOIdI03dS NOIiOITILSNO0 3NIl3dld 8£1. 4° L6 afied co co c m 0 0 0 CO CO COO r N p CO = 0) cu co 0- PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas ro r a„ V 0 C 0 E CO),T wavN o v as €Z pct O m O C 0' c° C C ..:-..--o 'C C 15 15 a . o. t m aj m O U 15'V m y N CU O« c 3 °� u c 3 15 N U. m ° 15 c o 15'- _n C a xw c 0a) c a7 3v r 15 C CO n • _° ? 15 N �. m p N C 7 CO o y O C 0 °_ 15 .. c a)r a) N c 30 +-' aaa.. ° ,.0 15 -o as •- 7 p)� E 15 .. •C.> = L ' N N O ° C 3 N m N -o 0 E O .N N a) 0 y0 N U a) .mC m a N ._T. C U CD 15 ° ." 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N 0) (a) Q p 0 :(1 s 3 n 3 7 _S _ N N 7 S O c O' Q 7 3 S ( D O co ; coO S D(D = o'� N(o m m m • 0co P-. �, N 7 Q co p" NO o O p • 0 O 0 N O Q r-0 ..< n v = 7 0 5 S O N( R y O 0) -(Dp 1 yT O 3 N Dpi 11 D .y. 7 7 p 3 0 m p N Z c 0] Q 7--107,-, ' 7' pi, fl" 7 N "'‹ SNOIIVOIJI03dS NOI10112I1SNOO 3NI13dId 9E4 4° 66 95ed L c c 01 m ,R < 0 0 o Page 100 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 0 = C c a) -o N =-.4a)ras.0 a3 C Ci( v E 0 -O L N N° c ClnEC-itn -O U CO C E O a) 0) as co L •X a) 7 C C N f6 O O CO L L E a) -C C C 0 CO 6 0 a) O 0 '- O •00 U C U Q w N O y O) C 0 L C N j� �- 0 c d .L.. a1 0:0 0 as ILO 0 3 as •> 0-c422- O 0)c a) a c.t. to cv mC c E O TC co QE co C d N 3 Qv 7 a) _ 7 O 7w N a) N a).-0 • C a) 0 v Cg) ami as c o 'cw -omens • ) 2 c c ® 0 3 = 0 0 N O . U O N C d P a) O w"-0 C O cC 0 a)0 0- N 7 " COMio O 0 L U N E '0 O_ C w O U co T.) Z n- Lct) co.. 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N 0 3 0 0 t 20.7 RESTORATION AND RECLAMATION c- an aa)) • 0 - 0 o h O a) 00 • a L m N U a1 a) • C C c<0 N al L as • U O O C 0 a) L o n O _ O o a) c O CL a O L.- 7 y0 co coC • 0 C C m L O 0 0 co n O O C O � s aE o 3 c 0 a) =— nv.c - 0 C 0 To as 0 0. 0 0 0 0 ns o0 qU o c 1- LC C O Z U w 0 O c 0 0 U as o F o c E a) O • O Q 7 Q r 0) N 2 cN U N00 21.0 HORIZONTAL DIRECTIONAL DRILL (NOT APPLICABLE) 3 3 o 3an�i� C ea N N 'ccooao c R. N c j n "O l a CD C2 U O S N 7 j fD , O- 21 0)O N O 0 6 � O N fD N N P- SD N 0 co a N Z 0 (D -{ N O O Z 0 N �J � D ET) '0 N azJ S N N0 O 3 C CO O a °: d o N R ▪ fD D) CD •-• N N �D- CD3 O D) O co cr ti N O D) D) N 7 O Q (D O C N a —07 N N i o, w N 3 C_+ 7• ,�N 7 N ZD - v D) O) Oma 0) • ? coc co a 0 mp 3Z 7 D• N (D D co O O N 7 � 01 O aO cr. 3 co N O 0 Q SO CD • Q. aca N N D) 3 co Ca v 2 7 h 0. SNOIIVOIJI03dS NOI.OfR11SNO0 3NIl3dId 8£ I 40 I.0I. abed Page 102 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas 22.1 GENERAL a CO N a1 Vic' .N-� N� w > �O .p O NZ.�. C ..- co U �oUNa�a� o �cyd3 as C N O a) O C O) N 0 N O a) 'a am E v y ccH a tail o Z`3 d0 a c QF2 a) in a)Z a.NNO' r 0OUO N Q C Q08 co -0 c a) L 7 p O` t O O U E 7 0 N N O O a) �' a N U Z N N O O) E C> a3 N p CO a Q d o a)oirlal Q r fl n op Q N a cr N 7 r fa p M � � O mH Q € > oat N N Val p d 0_ mQ �H� d o @ Q QL O u) O inNc cp c Z goa��,_wc- 4' >4 a) N p •� < .g U C t N Z a) ca N C a{ U N •C j Q n 6 N O N O N an p O.2> O) Om0"O 0 D v 0)0 ? 3 p :- 300)00 o :Li a o 0 o 00ED v- 012: = r a-1 i -. 7 3 Pi- c. (D (D W. 0 (D a ciao, 00 (D (0 N Cl O (D N �. N (D O C 3 n m- a0 m 0 m o O3 -o O -. y < i.n 0 1. n' a .7. 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'd N 7 O O 0 go ^C` a d (D 7' 41 n Q (y/1 7 -7-+, 7 41 N D C ,� N X O ^x' 3• 41 a "^ 'N" 0 �I N a 0 .. 7 'N" 0 N 0 pOj 0 a (D O W 1» N O (D (D 4! 3 C 7 0 S S 7 -C+ N O -00 N Doi -/ E. �, 0 O N N 0--o. -0 3 �' 0 G 1 a -0 (D -+ (D N 0 0 3 C (D Q 3 a C ti, (D S . 7 0 if, 7 * c '0 CD o C - (D 0 O 0 (D 0 N 0 Q N 1 (D O N v _ 7' N. 3O N R. co o N (0 = 3 0 N 2 `.4.1 0- `G .0..7. C 7 m. 6 (D V! N O) 0 y p N S co v 3 O co O* -0„ .+ 3 N v 0' 7 0 0 0 0 1 N •7'• c O o cn 'c a. ^J• • N .. Q N 0 C C O 01 STN .. (D (D C .. a 0) 01 - �. 41 D O J O 2 (D y S 7 O -1 ,7.. 0 ? 3 a 0 (p S 01 p C S (D p ,7_.' S (D -� (D 7 O �, = 0 7 0 c • c (O S = = N N 541 , (D 7 „ .: N 7 V1 -n — (D 7 (D (D — CO -4, N S N W a 61 rn m a 9' N N N C j' (U y. m D a-, (0 .. 0 0- 0 S 0) O f 0.00 (o z� . ct. co c m 001 O �J N -00 N C 7 3 v a — 0 0 0 P CD CD 0 N .. 3 0 a '� S d Q N SU 0 0 0 O 0 N Q 7 (O 6 C C —a a The CONTRACTOR shall perform the following to test the pipeline: SNOIIVOIJI03dS NOI.Of1211SNO0 3NIl3dId Page 112 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas rn - (I) 1 o Qi c c L2 c.c .cam" . -O N N E > LT o N N atov-o co E E' a) U O d y N a C O N a L _ r 9 •r a) w 0 (p C O (0 L O O C } 0) N O 0) Y O 00 N f0 f0 Q C v .L.. .LO-. O �� N •o 4- w80a)a •O C •' U a(0 0) OIL w ) 01 0 Y O L 0) 0) C c c L O w a E O O- as aL t (0 O Nr c -0 o c.O 0) C v C L O C C..)0 1 Y .0 (p > 03 O U U ."' w 0 CO > -o o 07 1 "' C 0) CO 0) 0 y C N L `' 0) O CO L = y .0 a 'O.0 • N 0 I- (d 0) 0•C V > C} %_ 0 a < o ZZ oo• :S 0g O o0i0Z�1-2 L 16 u))0 a 0 0 0) 0) • - • L a N Inat Y O) L 0 E • U E N c ' o '� w a 7 O N .L-� CO C � 0 0) .c • a. co V) co c E O E C o @ •C v E O • L a " f6 -o U 0)•O O '(0 4 a 0) '� U HEa) OI 22.3.7 Testing Failures boa d m mt `o a 0.0 mL >orn wLrno ra a w O Q E E 0) 3 7 U L, cw(0a�o-o-0i_ C0 y= EC Oc C w c o (? a) a) f6 — 0 .O U Q Ly C N C LO O L IO C O O) W Y O- a °315a0cQ20(-a f0N '(p 0) 'C t y i O) L I- O a�iLt2a c °z o'�H> o o no -0 )mLL.w02c2oa,_ co>>,U? Ow.` -.0 °0 Ev 2 .3 N OIC m a O N N 4 .O () 1- HN 0) 0 cis w "O C o H O. O L L. a L O) `- 0) d N p N 0 0 V_ H L 0) H .` .LO-. 'L" 7 L-. > OS O d 0) 0) O.L. 0 O YO •0) 0) O La) a •C O O 7 N Q' N 7 E y a a N .as O C 0) aQZwEH `� aa 0) cy Q t 'C V . O co Z V�O wy�QOLN LNa .0 “E .+ dOaW•52I-0rE 0) a) .,!)2 OWoN o LOO0)d 3OpN j 0 O«tr. m2 movo c.ot C v H ra H U d C> 541758°)-92a)>) > 0) C U 7 2 E 0) C'Lc 0 .0 O 0) L i_ f0)q w .._ E a N N C T'O O 7 0) r0 O- E 0) 2& o,) 0 o 0) L E w N OL 0) on • - C OL w - v > C 0) 0 ce T C C w 0 a .0 0) 0) -O 0) L O)C j _c > 0 O 0) �0 O "O Y } Y W w Z aI N C .L.itEYCZC0)(^viy��o Nc E�E�N 0) (0 O r yr' 0)= (0 L 12ONH o0 0r 0)r E.o (5 0OU O L T co .0 2 ✓ r N w 3 U L 0 co m 1c5. N Y (0 0) )0) m 3 v L T O O m 2) o45 as -OO L N L O L y0) 01 a O 0) } p d yno m c3 E L c C 'O O O 03 N 0) a A O .O w 02 0) a U - 0) i7 T (0 L.., 3 N Q L w N } ` v N O >. LZ �_ T • O Q a) a 0 0) o 0) .. E O E (0�0 L6 N U L L L ) f v Z `_ L a..,...®... a) N O 0) i a. • .c 3> �:oaa)) Uc To O ° O-0 a) i- L 7 U O SCO C 8j 0) H JD 0) f0 0 (0 L 0) O T N .L.. J J U C Q Cl L n0r,o m 0) .O0 D ai (vi N 7 N CO N co a. Girth welds and flanged connections installed by the CONTRACTOR. N N (n N O 0 7• N 3.a W O O (o 7 7 a W O N N a o a D 0 (D O CL D ad a O 3 �'N N 0 a 0y N .. 0) 0 S 0 .N+ aN 2-1 N (D N c = 0 (fl 0 a S 0 5. w C fn 0') a co 0 0 N o o <. 7c a 7 6 N v 0 00 0 7. 0 7 0) N 6 a N 30<a O a a 7 a° N O N n O < 0 7 7( 0 r Nre ° 30) a a a- 0 0 0) (D N 0 'O O 7. 7 lD a o . N • c • CD W (13 S N 0) W t0 7 N N 0 O 0) M O O 0 ...3 5 0 m n d o N 07 o cr O 00)) O A 3 3 2 0► (0 7 0) O 0.. a< O N 0 C 0 a O m Z 7 0 > N fi O oO N 0 0 N W N 0 0) g EDco<▪ 0 Nan 0 O a Z N Z 10 0H o'0 O FT 0 A N 0 N Q uo 0) 0) -0 K 0 o_ a 0 O ) O m O N' M v Za G N 3 St N 0 0 O 0 • N D (o Z - Co 22.3.9 DEWATERING THE PIPELINE 00o0o°N y O w 0 c a ., 0 'O 2 N N • O N at 0 O N - O 0_07 ac 0) - I(D p 8 av a� 0 O m 005. '= (7Z 00 N 0 S N O E avva0v fD 57-0 X B. X LS co C 0 O' 7 5 > a. c.7i SN Fi 3 -h .<7 co •B < N O. 0 Z _S 0 0 3 (O N N -00 << a 0 • 0 7 o O o- w 0 0 0 a 1 3 0 7- 0 rh O (iM. •0 3a0 2 N 0 Z �`(� O < CD o v r m c c Z°03c ca . c 0 (D a_ r 0 0> O y 0 a O. ,., C 6 a 1 o 16-na 0 a Z ° 0 -w60 0.<CCD0nCD m 0 �� m0a - 7 0 0 0 0O(Nn a(Dn (D0 770 co S .0 "O 0 7 0 0� 3 N0D3'mca N3 a<9 0 O'N O O U 0 a° v N a m C7 N N a O ? v .< �7 CD �' N o 0 _ a a s 3 (O 7 - S ° Q 7 N'(D N O N N 0) 3� 0 `< (O N O O< C� K 0 3 C>° 3'�y v m o o° o 0 0) p N 0' m 0 ti` V -n3 00 --IN Z 0 0 R. m 0) N D5.3(o aa -< 0 x7.7 7, -v <� 0 mom { 0 0 7 y 0 0 7 a 0) C0 (D O a10 N O0 c N"O N c N c 01 N 0 a 7- m 7 ° S C 0 7 a n 7. N N 0) a tel 3 3o S7 o 33 m o o CD Cr 0 7 1 0 0 0- 7 -1 0 K -' 3 0 (0 00) 0 0 N. < 0 0 N a CD .0c c 61 0 (D 0) N N c N 5' 0 c a 5 07 0 (°o co aJn;eJadwa; o; anp Freezing of the water in the test section, fill lines or instrument lines. g. Performance of any pigs. Faulty installation of COMPANY supplied equipment. 'swalgoid Jogel "a a CD C .0 C 7 < w 7 0) O 1 malfunction of CONTRACTOR supplied materials and .uoi;oun;lew peat' ;sal O • 0 Z 501 '2 O O O 0.7 • 3 0) (0 0 N C 0 a- a_ a co 0 craN 0) a 0 c N 7 0 .d co5 0 01 (D a 0 co SNOI1VOIIIO3dS NOI13f1211SNO3 3NI13dId 8E l ;° Ell• abed 0 0 CO 0 r N CC = C CO Page 114 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS a) .c c Y 0 'O co T o L C o O C a1 C C p = N o T p 7 1) ° a) r N O rw t o a)L o0+ ar'V-.5-0 t'tE 3 m as -a o a_0 r 3 . °= ~ a''2 a N°° o c m o° o c m t u N ooc c° Z -_c m«ia) -=Q` - >">c.m0 C o Q c .-. N U .= E To> a O N 3 0 o@ N O Q L C `� o .r°- aNj c O> Q - O O L N 'O > „_, d N .N > o N O ° a3 r a1 'O o O) co O) L m U 4 T a) ° 0 y o o O ,oma 9 C (a '� 3 OQ N co L U 5_45 L N L o❑ N O "`' 0 W CO p 3,_ a) -_ a) as O 0 U Q> a1 a) o N N 3 o O O o N p 20._ sL oFO CoQ N NEFm31- o�73 >m o -a 2d-0 ot-t"OCY)-Cur`as j QUyo°w��NN U o O C a) p'OETQ o O) t •� .«: LL N 0 `- a) V`_"po a .0 �am >a).> .c o c 1° • O O U C I- ` p- ° L N O u.1 N a1 01 ° o O) o C a7 O U r "� N 'C c Z j 'O as t fa Q cd m c�i �Z f6 0 o c -2- as 3 t c-° °)a, voi OV °-0 3•a) O o- rn3 w �O o as c c as o° �r 3 c >,�� °'a) °-a a0rn �93 Ea f6m° 0 �0°1t �c �o f63yoc°�y c E Lot ca)O c -°`s0 m�0ao 0 o. N E c Eo ° - > 'O a7 U a) > T a) a) 3 - C s E r U o 3 0 0 0 E o � L me rnao > rn� �. r° gi p o O 'X Q C a p O r . 0 0 N E N C Q N N c° 0 Z O as o a) r" O N t U a7 N X c f6 w a7 C N n<° s of fl- +. V) 3 U as c E 3 o a) O '0 3 a) O x c 0. 15 a) O2 a) N -p d �.. U N 'Q c 'p C N p ul C E p °_ o as as � N "O c o C N N ul o ..° a1 0 'O 3 uf0 .N0 CO7 o op 3Eo �c°w'mE ,•5 .0 NYrn3asQ ° N O C N 0 C0D > 'N-' f0 0 a co a) 3 o w <a > p w C O a) 16 y a5 ° r To N y� tom = En -0� tea) y�oomorn 45.a rn @�tu�� a) ° a) V C a1 N N 0 �a O U c Q p N O t a) O ° T a) L U N 9 E Q o t O Q'O as a) _c> CO _c a U O O) a ,C F .T. N o@ 01 (Di_ T O v_c - E a) E a) N O) a) .c c N 7 N C 0).n p N Q f6 a) C L o" �o �0 Ko.r caf6i �:°u �maso.0 aoo 0'� asa3oo mr—Q To- 4.) O°E °c) 000 O.S o?OmS:=o � � �QNoEE O_'- as as r F v a) @ U H F f6 ,� N a) r > O U r E C 3 L .0 .c M 6- U c> o N >' O C O O o > C O T o o o Q "O o ° o Y N E 0 O o° o 3 p 'O 4> o a) — °' U N 3 o C L 'O U "O ° m o O_o O) as 4) N ce :_. a LC ° Q co e. L.a) O r a) o_ U +. C _ C <6 C >p o ~ w% L as aS ~ U O as F o N co p a) V co C 0 a) r Q t Q -o o CO as- o O) .0 a) U CO Z y ...p p Z p i Z a) °- E a) t U co a.. o U 'O urasQ� as 0>.CC :E. -CI ��y��ovr"o �� Q q n go y92 c Y. 0 as L S L p 7 O a= 0 ° •E o�� " o» 'C L L O U O r Q O Q U o cme ro -p s 30Zsc c0 o Co :!--a o V) a>i -O 0 -0 I - coo Q E I- •-' F O H Q o C -3 (13 ♦- � of N 3 rn?• o. a CD amo y o O a) d.a 0 oUd as U 0 CO cr a)�r v „oto d; 0 oo N 2 N a) M o o r a) ao N E U t O) r co ° O) U a1 as t of 'D CO Q CA to p_ ` a1 N Q N O) f�6 °) C 0 0 Z O .p. O _a Z °) O N .. o 'O N w t a)) N ul N 6. O a= N 2= Q N.0 -a cii N t>a .(1) N cl U O o@ C -c O N C I- 3 "O CO N U CO N Q 3 N N .N N a 'O N a3 U .r.. CO N 3 O N O 22.3.9.9.2 Splash Plate c c m °: CD "O C N L] a) N O '30 N 0 To 0 o. .) O_ a) U 1- c C 'T o. N 'p_ O o m c m .0 f V U o 'O C 3 C0 Cr a) a5 tO N -p o c w Qr .c 0 0 N .0 _C I- as O N 0 ILI a 0 7 N y in O F__ (D co o o 7 5 > 3. 0 o a 6 ✓ co 0 (D. a 5 O j' 3.. 0 0 0 0 CD 13 7 7 �. N CD U N W 05 o0• 0 7 rs w <3 -I P co a X00 0 Z a_1 D (D H CIC 0 a 3 5 C y N 0 U 3• < 1»0 5 7 0 y 7 =,; 0- g g C O 0 O a a C 0 0CO O 0 y • o O 7 Z 0 -<0 0 S at C 9D.N o _ W m aao D • vo a o. a U 0 0 $ as a'0 Q. '7 ac -a aa 7 7 O CL 0 0 O o a �. �O 3 .. 3 01 3 0 0 c 7 CT 3 av o _co. 5 0 (o• O CCI 00 (o 7 -1 a 0 O o 0 O a m -o co c O 7 (o R. 0 7, 5 CO m a §. 3 NO 0 D1 0 7 i =' e•O * _sN 3: N r�(p !(:-..) N 3(L] Fr0 -O W 5 co 3: c L -o L. * -oma 0 0 . 0 0 v, . C, 7W CD N F 0 • 5-0<o 0 3 3 7_1 0 0 3 0 O. 7•yC 2 7 O o 0(0 = o o • 12. 0 O U O _. 3 0 7 0 O 3 ' .< 0 7 ' a 0 0 O 0 o 3 3 a N N 0 0 R' Q' O. 0 C 0 0 0 0 O (O 0•. N U a O • ' 0 0 - N 6 (Ti a6 V C o. co 0 _1 -1 C 0 �_ a 0 O N 3 7-• 0 7 R. 7 0 7 O ':0 0 o(O coon 3R 5a0co Nco 5 coo 3 3 (D a '7 0 CD s -.0.O a 0 0 O .< (0' 0 0 -0a0 30 CO ED co .5•Z a 3 m o 5- -2 Iiii a 0 0 < 0 D)'< 0 0 (D X, 5. 5 (7D 0 C _ 0 0. 0 0 •Z 3 0 0 0 0 N 7. < 7 O; 9 0 C d C 7 0 O 0 0 C 0 0 7 3 0 5 5 0 o 0 o 0 O 3 2, 0 5' 17 7 1. 7 0O • a 7 0- a 0 0 2• 3 a ° m ED '< 0 00 w CY 0 0 0 0 N OHO 0. o00. 0 0 T 3 -n a 0 0 o3aa CO 0 St a2a ED 3 = C �. y 0 O 0 N 7 7 aoy0 a -aa a 0 a a. a� 5y _ 0 a- 7 O O C 7. 0 0 • (D paten° Rpewatui N W O FINAL CLEANING AND DRYING THE PIPELINE (D a ( • o .. 0 0 3 y w f aO00 m -aa�wa 91 en* 7 0 (o 3-0 0 O.< 7 < N al O 0 • N 3- 2. y 0 y C 0 a 0 0 0 C • C Ell .0 ( 0 y < • O N CD Cw a a. 3 O w 0 N a CO ti Cr 5 0 0 0 3c0 °1 0 co 0 - 2a 0• 00 7 y 7 0 0 Ooo 3 0 a °1 y3 CD 0'ao 7 0 N 0 7 ' 3 3 7 m a3 22.3.9.9.4 Straw Bale Dewatering Structure a 0 O 00 C C 0 7 7. i 3 0 c° $ as 3 w S (O 73 < w K 7 0 no a � a .0.. 91. aN 0 0 o- N 7. a a- 0 '- O a 3 _ 0 O N O o 5 0 a 0 N a O 0 O 0 0 a <, 0 3 N C O <. 0 -. = 7 CD 0 —• (0 7 -1 a o > 0 '< O - (• Do0 M O 0 3 0 o �coIDa O 0 ▪ 03 0 o. 3 0 7 ( O O 0 O 27 C 3- • 0 M. 0 5 N M — 6.. O 00.y O 0 0 0 Jain nitseld £'6.6.£7Z 3 3- O 0 as <0 O 0 v" • 0 a O D) a3 y 7. 3 O a 3 0 0 0 y co 0 5- -o. a -o 57 3 O a 00 0 0 0 0 0 m .0. N O � A cit P oc- SNOIIVOIJI3 dS NOIiOf12IJSNOO 3N113dId 9E l ;° 9l I, abed 0 0 7 c co < O O CO OD 0 0 r N aa) c m Page 116 of 138 PIPELINE CONSTRUCTION u) z 0 LL w a 0 EnCana Oil & Gas X00 a, a) i -o o = 0) ° U c o o N = a r 3 ,.y O ° C c a) .00 _c O 0 .32• 0 m>- cz c aQ• 0 .a d O oQ N 0. a O 1] O a a s C C a0 0) 1-0.1 • ._ CO 0 ° 0) 0 .0 -0 a) - _aEasa) t E -• C CO. O O E 7 > ca 2 ami a) La C O L 0 o C 0 -O0 C t c w a) .)E.Sca Non -Internally Coated N O M N N 0 0 `5O a0) Q L a) co L ° 0 0 3 CO) O N O C cc6 CO 0 0 0O 7 c C -o f C 0. moi) N U a2 7 a) _IO02 6 as a c 0 NN C E- ca c o 1 p o 0)t N 0 c@ -°m a)_TU a) N 0) c U co ° °C° a ° Fox r w O t -0 o 0) 0 LL 0) C_ a0) o a `) oa) 'o as o T t a) N• w,�E N O oo a E M 0)a N a) c P- CN CO ca a ca) •�L a~ aC .0 • U 0 0 a) o r c U 3 a O c -c 0 0) O so w L o Y mea 0 aaccu E>1 .c O.c U 0 O co -o co C) ° 0) 'c 0) 0 a) C_ fa Z` a �a E c U • •C t c c oTa o _o u a N'C OL Na a O O a) ✓ 4 _a a) as N -c L N a) 0 >. L C 0) 0 0 >; 0 a C C .0 - -C C °= 3 3= c0 mF as ca O C C O C Q 0 0 'O — EZ 0 7r ot c.) O • 1.31 N N a ,an O m O 0N-°QC>QE ca 0 01-_ O ,c 3 c a 2E) 0)rnt ••c 2 na)aNO)d00O•a) _rnQL•aa•- 39- O•EE f06 E aaO O.0) O EO al .LO-. W C d .> 0 a 0)w 'a. -.c o a) 7 ° E ow > O C p 0) 0 L O `- 0 w .c t 'O c a) w .0 y -C 7 a) C *- CO N t a N L O o N ;,-80 a) 7 U E 0 o 2 N 0 ca 'a 2 • c E° °° O m T o °-Ta 2 E aL" .s ate, 0 N a)3 m c'3 Y= 3 m a) c 'E o 3a 3 a 3 p _ C 9020V E0O co c a) a.-• -a0 0 1) 0-v rncFL 3 � 0 .c c a) a) 0.. 0 0a 9 og p•ac 0) c L _2 z 'c o ° v M> 2 3 a)r0 Ey o o -C O a 0 o V w E" a) `L - co 3 3 a) O- P > m 3 N-EZp-0E0_= 0 • 7` L „.O O,0) C Em•m7L•o• c a o co-a) - � E a a .N E" .2-13 aU - ' C CO 0 0 • O 2 a 7 a a 0) C C cc En c a• aU a O O O C 0 0) 0)0a O) = • w >,• cE • CO r a) 0 .E • N •c_ caE c > 0 U a — c w • 515 0 C_ a) U • a oC c - C)OOa N a X0))`0 E 0-a• No 3 c • o -O0 0. ri=a a ° N7 - .t-. L 0 U i ca O Z 0a w 0 U co a 0)) 0 a) 0) 0 c O 0 0 E O s 0 0 0 1- z 0 0 o c II - -E> o):+' l0 0 N c C O O ca r C O M d aa) N aI:t C c a 6 N a) N a 3 - a) 0 .-. C a) O cN6 O.y�— a c 7 m t - .•' 3' a c 0)at a) co .a 0) 0 co C O °' -L0 0 a) 4 0) C C U m = 0L = 0) 0 0 • < 3 . 0 _ cQ a)>;as: c Z - cpOaQ3f6 E as w 2. 2 N N aO re a) 0 0 •=_0aV >i O' 000 O c Jo O a C L > • -0 m o.f0Z o cow U wr0 ca C 0 0 O O cco>ro-E _ CN a 0— c O nU E o>a) -c g. 0a) .p)>cDQE I -c ca2�o C a)CD-C La (Ni -o .. 0 O tL0 0 0 • c a ° ca 0 a O c L C d ul co p • O O O c a N a U E c 0 O a aim S -O O — 0 Q N N a - m so EDN i aS 0) N a aj0 n7 Or (D 0 a 0 O Oh 0 O O N ;a � O O N � 0 S 0 0 O 0 0 C 0 3 0 0 N 01 0 0 S 3 0 O �• 3 1:3. O a O n Increase the pressure to 100 psig and recheck all joints with soap solution. o• D 0 m 0 -0ED 01 -o (D 0 aE O N 0) 6 0 C (D a O 0 0, 0 O 0 O 0 0 0) a 0 0 0) N 0 0) 0) Piping shall be purged and loaded with nitrogen to approximately 50 psig. N N NCD a- 3 0 7C (D 0 0 3 0 'O' O 7 0 0 N 0 no0 "O v a. N O 0 0 0 a O O•., 0 N 0 0 0) 22.4.2 INSTRUMENT PIPING TEST Cr '< N 3= N O N NJ 0 O N (iA =3ta N A N-.� A Q� co__,0_,. 0— 5a- -K W O O) = A P _' W 7 D T (fl D CD —I Z 0) O— O= 0 0 '< O 3 7' V U C .0.. 03 5. 0co . 0 ? 5 co '0 0 0 so cr N O T 7 O 0 N OO 7 v -O 7 a 33 as ON» M• O 0 . 0) .n O n v o �n -C 7 • O m 0 T. D O a 0) w O X— a _ (D V O N O a 0 OS N C 0 O 0 CD T = O * a 0 N• CD 7 O (/ o a m 7. a 09 7 0 3 0 (0 0co a C co • a sa co 0. a N N-. 0= ° o- a. N0 7 co 0 N = a 16 n C 5 0 0 S O D 13 0.1 a_ a co 37g 0 �.(3 to 7p 7 0� O N O 0 O O 0 co 0 0 0 0 0 .+ S 0 a O 0) 0 nN 0 S 0 C_ 3 7 o N co O G C N O' a (D 0 0 7 0 (Oil N O N CD Z _ A 3 N0 a:19 0 — c•3 0 _1 C O 0 CD0 Q O D O O 0Q 2. d Z • 1 • m 3' -rvn 7 0 N N O xi 0 = 0 3 S d 0) 0 0) O 0 C/7 N N O (D 7 0 'O ;€%) 0) 0 0 7 0 1 a N 0) c 0 m 7 0 NCO 6 (0 O (On 33 (.0 -0 5' 0 0 0 N 0 3 7 OC y (D O 0) O 3 -s- -0.., 3 0 7 N 0 N N N, -0 N mA O N< 0 Ea' a 0 - 7. LY N ND- 0 a 0 3 j' 7N= O 0 7 C c0O N N 0 °% ca3 -o •—° m a. m 0 � 0 30 7 co CO 0 • 0) CD — 0) c S 0 a (n a N N N N (LT; N S 3 a, 0 O 01 (D ' O a 0 (D' 3 6 C ' 3Ny3,.a0 _ D O S (DA "OS 7 o 0 S coo 7 i (D S 0 0 O v 0-. 0 C 0 0 A C N a, N N 3 7 0=3 n3-30 y0 0) W 0 �_ = co s 7 0 - (n 0) y S N 0 0) '' 0 0 .� O 7 0 0 0) 0. N 00)N D 000_ 3 a w o o CD o 0 (D 0 0 = a-0 3 7, (Op N O (D =• (7)02-100=1. met_ . �• 0 (O 7 —CO O _ W .e• S co _1 N =•O Sn•0 o N C 0 0 S y .o fD .+ a 'O 'i s a .0. O y— N N O 22.4.1 FABRICATED ASSEMBLIES 22.4 TEST OF OTHER APPURTENANCES n 9 R^^° M/ SNOIIVOIJI03dS NOI101T1211SNO0 3NIl3dId 8£ l• 10 L I• I• aced 0) C GID N 0 0 CO Page 118 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas > a.. o"0 c a5 @ C C ' a) '0 0 c_ 0 .+ a c a a) a) a 0 .n c r L a 0Q w O a O o — 0 t v viN N w as c f6 O t 0 5 aas 0 0 o vv m �:= 0 a) .� v .o o O .0 o+ C 7 O U) o 0 O U . U 0 C d c O v • 03 0 0 0l0 N 0 v N L 0 IR .2 � w a.fl (0 vO Q di E g 1 E°cE `UQQ�y 0 rno c O L F L O) w E r oz c 3 W a) a.o0 ,_m O m 0 cU w-00 W W aa) ca a) C v; E v U 03 0 Q N co o 0 N L "0 0 O '= 0 O O Y aro 0 o Oa E — c c a) :: o L a uF y> 0 y 0 0 0) a) a Q' a) .0 c C > O O 0 c'0 a3 UL33 N CL a 3v O) N N Z C o C 4" 0 O E c o N f 2 O U e .a) of Ci 0 O)O C .0 o E_ H a m r 22.5 22.5.1 CERTIFICATION PAPERS 0 O 1 O 'C a a E .0 '+>-• -0 c c 0 N 0 y N `mom g -2} c UO a0 2 O) O 0 a) n CD Q . "0 O 0 0v m C 0 '0 0 v E2 -0 > U N w C vs f0 _ 0 N V— L N 0 0 0 01 tra m a C • Y O To .-� L U 9 u ww o C m c j O) oN r .c fi L V-� a m N 0 •0 U E y HYDROSTATIC TEST REPORT 41° .F O O C as O N0 • . •> 0 a3 a c U E O) @ O c 0 —o_ O w E>- ;47, ;f.. U Z w o a c mU '0 c C '0 C 0 a.0 0 O m .� 0 0 coCD N 7 O c a .c d c L 0 O H F d' O k 0 L. FaO0 O l0 c Z O)O m 0 a) 4-' — d > -0 C .o m ra LE r:). a) r E a) H 0 r 22.5.3 HYDROSTATIC TEST FILL LOG C N V) 0 E > 0 0 C v C m 0 0 O. N _0 c c a)O E 0 L a a 0 a O co — v O N TD ma J o 0 LL O c -0 ,O L 0a U o 0 0 0 H 3 0 0�' t Ha 22.5.4 HYDROSTATIC TEST LOG CO0 0 N U 7 N co E 0 •> U 'C c's O 0) 0. 2 o 0) w o ov 4- C OS C d Q) a) N as CL 0 a) 0 .c N E OO o L0) 0 C c C 0 7 asov a0 0)3 O20 O w y fi O 0 O o- o InO. "-' N m m 0 0) a �ma) H v 22.5.5 PRESSURE -VOLUME CHART 0) 0 0 C'- O •N r 0 y O 0) 0 fl 0 a) 7 j 0 a) C > j N .c. c 0 rn m a -0.c a7 O. ul 'O 0 v 0 N 0131 a O ) 0r O C C O W 0 0 N >, N N wyv E a E N o N v 0 t- m aN 3 CO W co a) 0 cs f0 aY 0O) O E c C N C O 0 o can 0 O) > > m .0 -a 7 N n l0 O 02 0 >011 .aa)a) H O "0 "0 22.5.6 PROFILE SKETCH 0 0 0) c 0 0) w v 2 0' 0 ,0 C 0 N 0 C 0 a Q L w t N 0 0 'O c f6 c a) c7.aaii c 7 _O N c 0 Q 0 0 c < 0)i) Test Section and/or description aagwnu leuas Jepooab wnipaw;sal 22.5.9 TEMPERATURE CHART rh Explanation of any discontinuities in pressure or temperature e. Time and date off test with final pressure d. Time and date on test with initial pressure Test Section and/or description Jegwnu !epos JapJooab co wnipew;sal c =-0a-o \ ZI <00 If 90 \cn _(cam T CD \/}# o co }\k} %§f@ /}2 \/k ID o 3 / &\ 0 12o � CD E// 1HVHO 32lf1SS321d 8'S'ZZ h) Estimated volume of water lost. Cause of leak (split seam, crack in plate, crack in weld, or other, etc.) 1 'dnd ';idol eigua 22.5.7 PIPELINE FAILURE REPORT SNOI1VVOIdIO3dS NOIlOf1211SNOO 3NIl3dId 8EL 40 6LLe6ed ap 0 O r N a) cc cc a) Page 120 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS Time and date on test with initial pressure Time and date off test with final pressure Explanation of any discontinuities in pressure or temperature 23.0 IN-LINE INSPECTION FOR DEFORMATION (CALIPER PIG SURVEY) 23.1 GENERAL c co O U Q' (5 a L I' ma•E•E Ob° a) oa 00o cL `� 3 0E L t U _ U O j a N U w o a) 0 Q L D' a) C y 0 0 0 LLCCI- 3 N 'O L L O ... O CO C Z 0 0_ C L 3 N 0 -0 LT ,_ O a) 0 -y W _ a o .c .o U n' a) 43 0 C - Ty E U O N O D_ L U N C N 0Ewc °�E o or OH ;2 w- Na E O. a) V)Q' 1;42 O O Z' d CO •'� x a) E> 0 0 O >,.0 w .O y H L. 0. c a.--. E 0 OaZ a) 3 QacOi d m o v o° E • E 0 _ m o o} cu a)>.0co m00 2< f6OL� Q a) N C CD O70 li U �-' C 176 a 0 0> m N a7 0 v 0 < 0 0 o 0 a a a OO. £NU Z L U O O NC E O w •C 0' w L j U C N a) .0 L U N ca __O O N -O .._ O 0 _c -0 o y D.. cc C asV O a c `m o O or O ) 4- 0 O o 0 C c a I-- -o N 22a E U 0 0 a 0 c 7 Z N a) �. O Q g 0) N a) _ O o Z fl. co « 0) f0 CO H Z- y tocoi0 7�50 Ec O0LE 0 u a)U a'm O c a) a) 02 H E a5 _ca -5 O C co O O O H O o c 13 co 0) O t ..L 0` .0 H -O '0 N -O .Q U ,� •c C CO U> c y a) c uc a Dna E c o w co n o a) O O C E> 2 c O> T. H E r 0 p O j W 7 O U Z U 2 C C U O a -0 C O) D- - a 0 O C°° 4 C 'D a) N 0t0. a) • C L as �y-5)0 La o.o Lxccou) a.n. 1-0 coSS W00.0 Sc0) :ti ti'3o. 23.2 CONTRACTOR SUPPLIED FIELD SERVICES AND EQUIPMENT The CONTRACTOR shall supply the following: c 0 E O N O C O 0 N 0 E O 0 a1 c 0 a) a) O. (I wv c o O > C o 0 U ) a) coV) L C 0. a) O C c E C • @ < • O Multi-purpose test heads Compressed air c c as 0 co a) L 0 .L-. C • C CD o w L O ,N O 0 • 0 (`0 L 4-1 O > 0 as E o • as c = O O O 0 ♦l C U • O v° c c c c as c 2 C O Z. 0 > _o • J 'O One fully -equipped and qualified crew to be available as needed during the project 's5 c c 0 E m c 0 0 O a) O a3 0. 2 -0 C O U C f0 c d c O E 0 c 0 .0 U O N a. a) o •.L-. -03 C 0) z o E O aU C N O H c w Assistance to COMPANY during propulsion of the tool in the pipeline Set-up and operation of the tool while it is in the pipeline a) IS U "O ai u-: LA L O a n 6 0) 6 ZJ -i N (D S sr Z Z o 713 m x CD 0 0"C EP z O N N 7.7 Z '0 0 0) a O 0) O N '0 7 0 3--N * a o a N .•. 0) 7 7 7'N N QN 7 _. a 7 O Z (D N OO 0 DT 0 m m co m c7 o 3 3 0 N O N a n 0 0. 0y >> O o p D z y m Z N S N N 7 N r a T) j C 7 a Vi { N 7' -O N a a 7. (D0 m (D - O 0 a3ox m (0 03< N O y- 33 3 c o m g, 3 Orl- 0' j 7 N C • y 7 .. 7 01 7UQ a a• v -Z. (D a N yaoo a oam 0 ,•< n N *c0 O_3 • 7 . ��c 0 =gy7 0., X (p (D a NO -1 CO. O 0 0 3 7 8 0) S D p O N N N O CJ z o- a s :: a a N 0 �. 3 o _. .a ' P cr v 2J 0 a << 0) = 3 5 N N 3 7 0 0 = N'O Q a. O (D N N 4. N • N N O S- o_ O N C S (D C m a 0 C37 -n (o -o0 O N 0 O O o 0Z m { t a 23.4 PRELIMINARY AND FINAL REPORTS Land survey services will be supplied by COMPANY. 23.3 COMPANY SUPPLIED SERVICES AND EQUIPMENT N 3 ED ED 2, w(D 0-- O O N N 7 0-a a ao'7 O O o N 07 C 0 o, O 0 3 o c - N 7 ' O 3 7 2, 3 O- 7 5 o 7 v. N0 -' . 7. 0 0) O� O• 0 = = N - 0 0 0 O O� (D 6 N, s -0 fQ 6 N N 0 =' r. a�< • rt a3.a am N0 0 N o Oco?� �z 0 0 n pl D < °3 Z 7 o N O o Ea 3 >co o F D =Feo 7 A c0) m z a 0 O m• S 3 mD-. =Zo0 0 �� p cO • m° s. a 0 ° m a p. Trays or skids (if necessary) for loading, unloading and transporting tools O 7• j• O U) p (D a c Oo O 0)) 0. N7 N O O 7 7 7 0 f0 -.o 0 7' O O 7 (<D o in a0 N c 7- 0 0 a -o' fD=Q c3 ri0) 0 7' 7 7 ri (0 .. (0a 0 N a o 0 N_ c z N N -O a `<< a CO O0 0 CD.C. 0 0 7 • 0) K 7 0 O - a - 0 00 o 0) 0 0) 63 • = K N a 6 0 O 0 N 0 0 3 ✓ 3 0 ✓ 0. 0) m D 7 0 ma - , 5 a 21 o O 0 y n a 6 c (D .0' o r. 00)) 0 7 3 3 0 (0 ) 7 7 0 CD • 73 0 = -, x a m. Recording and computing equipment for reduction and analysis of survey data Production of final report (See Article on Reports for details.) 7- O X 5• D X m0 ov_ �a 7 3 N 0 0. N o 0 0 7 O' 7 0 7 • 7 0 X N io h 0 0 -fD0 a 6 0) 0- a O o.• '< N 0 -w p)) SD y 7. 0) c cc" 0 N N a = 0 a N O `< to m a. Oo c) o O Z N y NN 7 y' CD a (OD 7 (CD 1< y0 -a a v 'C a 0 v • V.7 0) 7. a N D -0 (D O 0 N c 0. (p � O (D .0 7 cC 7 0 a 0) 0) 3 a 7 7 (D O 5 c N =. O -, 0) a z 0 0 3 7' N a (0 0 O c 7 N N a '< 0 SNOI1V3IdI03dS NOI1011211SNO0 3NI13dId 8£1• io l3Labed Page 122 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS L N To o y wwc Or oc � cc D o t m c . c C Ll L O) 0 _ H C N O pc c Z- o c L m o c w c mr�'E tWII 2'3ai N g o 30 U N CD E CT a m w o O 0 t c >. E 61 d L O L Z m N ° w a) •0 3 m al u j mTN.a �-° N y d ° 0'N m R O N 2 O O N Ni La o a m ) O•> y aw.E r0 b c (5 0amQ m m L j'° 0 0 CO N N O m 01_ y��'ao a) -.• 0 c r3cw m o m c c p .0 c CO ° N%W mat3a ° -o -o ow w m c c .N C L• V° L 3 T > E 0 •j cc C "' O' N !Hi ) Oc NUQ o To _c O n -O -O �a CD_ E C °co a� o o a' COC C m cztO 'Op > co n 7 m cg o l4 (5 E< m O o co 0 0,on Z m do x aa) c o `m a) ° C 3 m m o0 dr O_'a' N -p m E a m 0 m w w a r o c L r m oo E r o o �U. p a O° N ((l 0) o Z C C 0 0 N t ° r L m c ()l 0)c -o a) ocic-ocOQ N o' o .c cF a E 'a 0,130.mo t0- '� o r o- E E m> °L) N L o C L O U m 'O w - O O a L .L -° nui ° La C r 0 COaON0.-. 2 N UC N C (3/) Co 3 O m. m Q 3 C N ��> 0va)mm wh0 to 0 0 in 0-EO a t 4) a (0 t F- 3 'a 3 cow w 6_r ci -d 0Q d .3 ° 23.5 FAULTY SURVEYS L C O U 0 m m > c•f6 i L @ N Q >-T Z a) Q .° m z 0 E o 0a 00� m a wo a 0 co g 3 -2)2 c H m tt o m0co O ° E O TU C N N jr'O � Tm o 3o .2? -cm @ N C j w 0 as " 2 N m Z,_ O p 70 -C 42 0 = w ° E 3 9w o >'O c N -o r _ O 1 O 3 a) aoV- Nw 0).>_Z r ` N w< 3 Ea 542 cc mL 020 Om U�fl o Hy. C F Hy. cgo 2.0 0 q 0 N U lC ()tin u) H maw p r E y C 0 '� o o 0 t E w � 0 0 U m g CZ m0 mL 0 To • o N c 0 O N L w N N 13 tr Y CO N Ct CO I- E gV rn~ cZ :a 00 �r '� O O N 0 00 0 W t m' I- c 23.6 REPAIR OF PIPELINE AS INDICATED BY ELECTRONIC INSPECTION U) t >' W •0 v.0 2 •(0a ac 4) co m N N 9 N - m t E 0 t Q 7 O 0 F- o 0 N 0 1-0 ON U -c r r m N a a c E Z O Q� o et U 001- c30 0 oO a) L O O u) c 0ZQ 000 00.0 T 0 O C 2 m To En- m o m m mE) E L L '5 _ U Em46 c Vl 'O m � .oz o< 0 0 0 z y O Z U Om r aOono- 0 L 0O1-0 c>N0 )oe(5 •N N m o— O -a 0 Z Enc 0 y - o m_c N N 0 0 W 2 > E E 0 E 4- • -0 m o - .c .: 'o m N '- C L >. (n Q d c E a Cj0 0 .2 o 0 0 0 00' E co 7 cu 0 a =. 0a c Do z‘< w a a o (o < a a CO ILT -- 7• CO o o 0 N 07 CD am 7 N N o o o v �0 aG w (D S w ry Do .Z•,7 0 (, 0 0 N A a 0 O 0 -I a. (A S7' 0 CO 7 N 0) 0 7 Z N ri• Ociff 7 CO 30 O o 0 .". O O nC 3 w 3 0 w o = v 7 3 c - n . (0 vp (0 s o N w 0 5_ S * * (D D 0 -. 0 9-8 7 N (0 -,N 0 - 0 v 0.2o0' O co° S a o C O O% tee. Pj 7 0 aw-• a <w C 7M7 •5.0 a 3 fl 0 7. S 3 0 a i 210 ((0 0 c g DC Z V a 'p ?• ,0i n (Sp oi 3 0 a w ( 7 Z (D C C c (D 7 7 C < (o o r. „ w -p 2 'O. O 0 0 'p 0 g y O w C 0 Sma m (0 a -•-p < � 0. 0 0. SN(. O. D c v 3. _�., 4 0E. a C 7 O CD 10 fD L 0 w ! S. 7 7 oD2 av+ ?SDS < m0.-:D • (0 7 w 0 7 0 0 a w a w 0 _� C Q O 0 3 0 7 O C 0 7 < E. 0 fU (D w7. O wp c ° 0 o co w 0 c•� = 7 7 S (0 w 0 O 3 ! U O w 0 0 0 N 0) 7 w 1V2I3N30 24.0 CONSTRUCTION TIE- INS a n _a 0� N 00 . 0 0 N A N w co- 3o O 2 a0 N(m O Q 00(O a<m�aa`< (0 0 7 a• N 7 O n 7 (0 a0� -0° o(0 r m Dw 7 •- 3 C Z .0 7 ('D 00 (7 0 0 00. 7 0 0 0 7 0 0 Ci 3 0 0 ) - 0. 00 (0i! '- w 0 - a S.NO•. aac Nmo U 00 01 (0j 7 0) (0 8- = 2.«o p O? w 7 3 0 (�1 ao .'< 0 0 0 0 211 aTI 2, 0 o° m o a 0 S (0 m.=.o 0 �`< 01 co a 0 9'D (0 .° m Na _,a3 w =gym 7 a 7 O 0 .w 7 O. n o 0 .00a• N 0 2, oc-a 7 • 7 7 0 0 7 O O 7 O 3 7 7 ° (0 f7// 3 . c 0 b t 3 w O N. ._Z•,3 p 0 a o- 0 7 7 0 W w 7C (D CI 23.8 ACCEPTANCE CRITERIA D' v 3 O nt 0 < w 01 0 O. a O 7 coo (0 0 0 0 w o ° m j 3 0 a 00 0 rim S da i 0 - 0 r (7j (S0 0 S cur. 0 (D = vO - oo- 0 o w co C 0 M 3 =' 3¢ o 0 C • O w 0'�' Q a O w *O(DV Ca •.< * (OD O 3 0- Do• O 7 n(D5w o 0. 0 U cco mc O O w w U aam V = (D O 0 0 _p (0 a 3m°• w as - 0 7. z -J 01 S S 0 w 0 0 N 0 0 S 0 p <.�0 p < 0D.(O50 �w(O E_ L p p Z OQ 0 N 7 (oy0°.ruf- 211 3021 _°3-70 _S N jam 01 0 7 C 0 0- yc 0 -p -0 0 0 w C. -' 0 533„w. 0 o - 0 0 O a 7 a E -D 0 Z N (� -< 5 M w oo - O C -0 3. 7 70 (D - S CD O. O 0 0 0 S (7p z w 3 7• a mac 3.0 0wN _, O 0 n S v NC f0 7. a 0a • 7 . C •• w(O N 0 a C 00 �w_.•, 301 7 7 0 a- 5 0 (0 -(D C 0 -' 0 -I 7 C 0 7 S aC CD (-'' 0 (0 0 7. ma 0 0=13 S r2 dt 0, S- 1". 0 0 - (. 'a 0" 3 0 1 0 d N 0 0 0 CDO 'O g 3 w 0) (gyp 0. -t 7 - 0 0 a7 0 o — 0 =.'C 7 X & 0_ a1 5 (R(D ' O • O S 7 .t1 a> -•o a _ O - 0 0 O" 0 N w N a`s. 3 0 (o w c 2. g (0 41 0 0 0 0- m ao-(� 3 0 < a • w asy S 7 0 0 w 0 D 0 =ma' 0 o a CD (D 01 - _a 7 i0} (O 7 7 a) (CI 77 a7 -o 0 O w 7 7 o(�� 0 <.-0‘1). =. m am= 10 321f1O33O2Id NIVd321 Lt2 n ftft SNOIIVOIJIO3dS NOIlOfRIlSNOO 3NI13dId 8£L Jo £Z1, aBed w C C ( w0 0 0 CO CO 03 CO O r r ACV 0 CD j N PIPELINE CONSTRUCTION SPECIFICATIONS c Z • c Q '0Z 07 c W Z X < 00 ce Zo-z 2QNO J 0 W F C as J - r a)D 0.D0 CDoic C O� 0 Ur J 0 •- `z oc•-P UZ•-'UCO (0 W Q a) a �3CnW -0 0)> 3 0 00 a) O ° a N D 73 O N m- E0caw W c } Z o_Z O J p a Z rDWO Too, oz N W w o co N> 3Z 0 u -J 3 Cct f6›. C') 0� ° a W 0 0 1-C/)0 COW Welding rod stubs shall be removed from the trench and right-of-way. 24.2 FINAL TIE-INS Jr 0 f6-° D E U c C N N c c 0 ° r o CU N ° aU «. a° N C4 C_ oo N w •„- 0 .c N0 p O - N .- 0 C 0 0 o co L w " GI) C N T> a) E > n E > m 0 O w 0 N N Z -(1) ya E oga 3 o Q c a) tc.03 U m« O n ° N o•E _C f "O O a)a)cE m 1s = c t -0 0).N. 0 a) N C aLi- -° E O N 0. `) F 5U o N Ca N H O Z N Q F= 'Ca .O.0 cN 8 O •O N 4- >` a) C Nr Vas a)} O N 0 C >> N a d 3yi Q EO a O N L fa0 Q N a N Q t¢ c o 0 a 7Ca ° o ca _c co a)- E.c-c co �v as 3 - > o ' N aa) °w >O L O UwN Nf6 °N o - C a CN 4U° .N £L o6 Ec n .-, 73 N O ,N `O N N N a C N •_' ,- aNs= m fA@ o0CNfO Ecc cc ° ay w 3w CmC 03E °` � filo f.•' o UO C0+�•, Ta T a) pi CO _a _tr- c O N U>- N O H c E Q E O N o ° 0 O U o 2 3 a -LZ aNaa Oo3O1- -Ca o 00000D a. .ca't� O°. al 2 0 0 V a) raNQ c a)n a'CyoU Kmf— =:aO( y_cai -sa) F�. s UN.� a.wNV aa °- o as-0 E- ma aa)-ntr a) Z o Ta -a 0 af U a °;O it)o ofc m oL C 'O IS. --° N N ° a 5CoanON HCOCOa Q ° C ° (a � C °- 0 0- 'i a_C 0 0 a) LO ' C N C f.=.O ° O) C c 0 o).°_. • NN O � E m N t C 0 } a° a)Q N .12 O 0 2 3 N 1:3)0 0 c 0 w 0 on 0 0 _0 o 0 N N N O E O 2 E n 2 JD 7 ° O N fay N Cam CaZ 0 0 �E2 0n 0)EO CC N m f6 C O -c Nn Urnt f N N N ac E Z ° N "O N 0 a) C f fa U t Uo o O ° _c f6 a- 7 H E m o U 24.3 TIE-INS AT CHANGES IN WALL THICKNESS -oo N -0 O j N �a O ;U1 0 E CD N v C_ 0 C t no N 0 a `O O 0 N C O N U U': N a) C a) a Ca c .0 CD N o a) CI _C a ° ;- C) N a) a) 0 C C n .0 N i ° r N o CO o O .N N O N U W C a) N :r O 0 N a O N c 0 '0 o ac a 0 QotL ,_ ° c 3 a co 00 S _'O id a _c y N C N (n O a) a) - f D) _c c O U C 0 la N~ s a) U it N O - ) - N N> U a) Ti • CD c wY 3� Uo . Na N O 'S°'-Qo -'rn CmID c 3 W U 0° N C _ c L N of mwca)cu 0 0°0>_ c CO 0 'O • 0 a s N U N a) u) a N C N 'E L N 0 Q U 2 U 2-c a) En _c O L co a= .E > a_ a3 3 0' = N :u 2—. 5 i N O N O N 0 co 91 aU 3`0G 0 co N 6 D) a W N p) N aim - D O N p �7 � (D 7 N 7 N V -' •O 0 o f� �7.. 0_ p -..,00c o (0) C 3 0) 1 (D S 3 v 7 (D <• N 0o N 0 0 .7.. p3) (D N x 0 ID n N' 7N-. C1 c 7 7 O c) O (o, 70 a9•0Z >cmoO x Z (00-� 7am3 sv-I GO 7' o 7 7 :-i 7 Jo 00 7-i `OG N -n 3 7 0 j 1 7= a 0 N 0 N O 0 0 a 0 N 0 7 .Z7 r N- X7' N co D) -0 (D .. N N p 0 7 —a j 3 co O 7. N 7 D _ Cr 3 .. 01 ]co 657 co (D S9 7'0 y 0 N 0CD ) O N 0.Ha= .O N -O < 5-2- 7a�. O (gym D) o 0co d y q, 3.z Od 3 7 m "• CO 7 N N N 50 CO u m o r� -ia0 m co ,7? a O ` 0 3 0 0 O 2 Y 01 Z (D O (D O 0 Q 0 N 1A w a c O.0 5. ,y) 03D '00 (D 7'30 7 .X (D i) N 7 C -I 7 N o :: n Ft s v71 0 0 . 7 .7. (D O N v x 7 a 0 7 _ n 0 N y 0 a 0 0 0 N U 3cN (Dili 0co 03 < < O 0i - c 7 O N O O p) 7 co C N co -' 71 CD _ 7 0 t 0 0 7 G0) " >• 7 D) O 0y a< N (D N (D -n O 5,v > 2 3(0 .Dc 0 7 D) Z w -0 N 7• 7 a c N0 �0"a 0 0 O 7• "0 00 N (D K - i` 0(0 1V213N30 VSZ 25.0 CLEANUP, RESTORATION AND REVEGETATION o^R. o ' 7 c w N 3 g - -a o_ av a.0 N 3 N N N N 0 0 a N 0 co 0 a 3 N El.. N 7o. N 6(<2 N. m cA 3 N O 2, N N 13 g 5". N O •O1 "0O y 3co m N (DU co 0 7 ' _C-�. O N 3 7 0) (D N .(Q N ti v o 0 0co N N 7 D) C N ' .N . O _0 r 7 N r N z. 0.n a 0. N 0 0 O N 0-,�a7 a 7' (D 0 7 c O n 0) (0 N O co N D) 0-COc O a 5. 7•> a N a'< "0 a a0 j3 �0 33Osa N v(0 O 0. 0.. 0 '< 0 00. Z O - n E • -1 3 s O C cho C7a1-1-13 =• -0 (D v N "O O 7 00" D) m. 0 0 N = 24.5 SUPPORT OF PIPE TO MINIMIZE EFFECTS OF SETTLEMENT 24.4 COMPLETION OF TIE-INS 00 0) 7 0) 7 0 22, c cn ...7.. D) _ O 0-,�• N 7 7 co O 3 FO CD 7 (D N 3..=. co co Co N7 7 O. . O 7' ,c O. co W 7 7 7 0 7 (p '< o c - a a 7 -0 7-, C U 2. D a p m 0 - 3• mc0 S N 1 a) 3 p) F N D) O 3 30 N O o N O N 6 0 m o ao z' a m G a 0 c. 0 0) O O D) 7 Z 7' 7 r 0 » g N 3 F `D7 3 0 co 7 m 3 29 -o, n d X v m d N c... 7 3y' N 3 • O (7 0 N 0 7• U (0 7 -' O Ui 0_ V. Z =v N N Z D) N c 71 N. N 3 5 71 N N P 0 l P O o, 7 N o -I 0. 3 0 -1 T 3a ' p w 0 0 (D 0" 7 O Cam _a0) �o co rn (3D D) OET - 0 N O O 7.L 5 0 3 co N co __ N (O O 7' O N O'+ c '00 N 0 O O A N N -; 3 0 0 7 co SNOIIVOIJI03dS NOI10I1211SNO0 3NIl3dId 8C L 10 SZ L a6ed o 0 0 r a) cc (3 c (0 Page 126 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas u ii D >a) C 0 L L - L N r a) "0 a) O W C U 00 m c O� 3 ° N 000 U (6 E O N ic o v. m o c_ a0mL- Eo�a) rn C c.0 m— m 0 - t (>a 0 U a) C. a 0 • w C .L. Tu • 0• a m > c 2 CO m o O N C N > C •- N O N m 0• 0=0 E O 7 O c c N O 1-0,30 Th O 0 a) 00-10 ▪ U_ OZCm 0 O C O U E N L N 0 0� L C N F .2 Z p a) • f26 L O a) O • (/) 0 U N O E N U Q 'C O a Z c 0 as O a 0 (0 w N a >` 1 E (0 C _ C _ N C a)(a 0 "0 )2 0>o E C c c >,2 am ai 2 o) w m 0 C CO C -0 c E N E y E N N E N C c a 0 0 L a) a) 7.N ce N U a } a- c N a)Q E • m N 9 a L U y L y 2 3 t U Q C TO a)- >�- N O O W.n N Nrn m mt N r N.c a) 2 m 0 j L U U E y -O L t 7 N I <Nos mCN a TI 3 7 N m 2O) 1. a U m E • a)Eo0 as a L a) co N c Ua)X0p Q No (9 N LO a) w O N N w O a) .0 car) N O 0 u0- C m E C 0-. La a) c •a = a O .0 C> 7a a y .8)m °c_a w (o a)0v m c 7 c m C Q O N T L a) . L . 3 c m U O O c O 7 m N• -) U ac t'50=01 3.°) .0 CO > -5-3 -0 a T Go V c 0 • a)7 Oo 0=c t Ciiy U rn O m n. O N N 4=w7,5 • N a C O C c y L '70 C 3 m m y m N 0- n w, 0 v . O L aS L_ C C -0" 0- -E. m o a)) 0 NQ V p N O ind 0- 2 2 0 a) a O N O O 0 C L o w 'p_ 3 C C 0 N >C0 a) O O L a) U L w N N N E O.. N N@ IZ O O N O Emu)) 15:E io Q@ c Z a N a) 3.cc z�Na)0 •• O LE0 0°,,c0-(7) N a) E 0 Go 0 -0 L.. L Z03 N.a _c "0 me .L c ~ T L (a -0 O a) co a) NNa) (om> r-a00mm ✓ E 0 ra 0 (a E E LO U) N O N N m a) N aL N .�V a E as •— 25.2 REGRADING ▪ Q 7 a) m e -00=6 • 0 O T U as 0 r a3 N O 3 C L C N cr 2-0 m 3 N V N Z a N (La 0) a) '0 N N C C m L N N .L-. 00 .5. C} 7 c 0 m a) 2 C a) c0) Z 0 7 O C Q' CD O N 0 N d N O N C N O E Lco 3oyO-gy c..„ZFp,:0 N y ` _c 0• 2aEc 0 C 0 0 • N 2 _ a) a) O s y ,.L-. O C O N 0” a3 a) T N 3 y 0 U C a) NNNQa me>N> O aU O"' XL N • N 12:2:81::(21):!:: (6 `) OCc 0 a) TS L a)m _0 U N wa' c Oa)2ON 90 -0 7 4-2OUC O CLO c a) C N y C.J7L. Ya) _c 0 p N dy 0 NO o0a�>i@�_oyj3 'N UN0JcO C N �� y C c_ O 7-= Z • mJNU c�Ya O0 aomm , NU 24U >it Los c Q' N0 -O.L..UN $Oc)oZ42 cc 1550-O QU•a O �j ,C' m LC j X UNOC'Oa • c9 N H "0 0 0 N `. 7"0 Z 0 • O .0 o O N U H2.94 l rE2• U>a� NC -00w N N y> m O_.0 N j N 0 3 LO as m L a N LO '- m O O N L L a) F a) a) (V Go Go U 25.3 SOIL COMPACTION a)0c � c O Y• O 0 C w aO N a o ea Q• E U N .-. C O • L 0 y w a>ic O �a F O U U m § a) Ho— z OU O AC O c m a)0> L • Ca) w 8 0. E coni U 7 N .0 • Z c Qa 7 w 30 • oO Na ) 0 N- 0 0 rn fa C Q O r m 4.2 M a) LO 2 N 01'4.7.0 y J a) C J O N O 01 f0 0) m 3 0 0) 0 7 N O O o ,y O o ?� 0) o 0- N 7 X O N O' 7 0) (O ° cr O 0 n amx 0 O 0 'O .0 O a- c c O. Cr O N CDs 0 c 0 0 0 M 1VAOIAIBd N3O21 S SZ _ N v -I ea W N 0 C* 3 0 N . ;PhW Q n O 7 N a� Or 0 v '' 0 S _ O O N O 7 -0 O S O X 0] Q N c 7 N �• 0) N N 3 -(3 4. �. (7n 0 0 �0 (OD O O S a-0-1 (D o Fe a a 0 7 , S _ O 'O _ c 7 �0 '-S O, V 3 c 7 7 c 0) a p S Z y 3' O N -O 7 7 ~• W O y • Z f° a s '- 7 5 01 O fD N 0 V Q N O Oaw 2 h a) R N az o v c �o y 7 CL =. a d 0 7_ m a9•y'm = 3 O a j c. y C N 3. N 0 a 7 N 13 O C c 7 O, N 3 7 Q CO .. O -; r 3G F.O N 7 07 NU co CI) m.a o aU 3 7 N N 7 y O 0) 140)500E- iO Cr O 0 Ca O_ S 3 7 O a m U 0 7D al cpa � N Q CD cp -I-' 9 O) aC NOfD y Nc N N 0)=010) 7. 0 Oay�fD7 N (D N S 0. 3 (D • co a O M O co S 0) 0, 7 G 0) a n cr =$ 5 0 3 R. ° 8. o 0) c c 0)m < o o O'00 •cN.• n S S N v °< 0 O O Q`Z 7 j I. 7 d O .N -..,j O.c0 (D - N M Q 7 O -O 6j Q 5. to ay -(O O 7 O y -� •-• O- = -n fD 0- 0 7• V 6 Or 0 7. O° S O CO 7' -00 3 N N V) S O a �p O c O N 'ft -., ti, y -, co 5v• a 70am 3 m0 3 0 5'7 mm 0, 3°7vm co �' co 0) 0) 7 CD = o a -0 cc 5c. ox 0 7 S y. o r Q D G ' c 7 CD 0 z „r.. o c 7 O N Imms. COam -' p 3y� 0g 7 CO w N. 3 3 0)00v m0�0o-,+, v m g j 5-v a • N° to m 7 c Q� y v aP-�a) 0 oo Q �3� m 70< 3 7 S O. (D O 0) 0) O f0 n '0 N 0) 7. O N 0 a 0 N � vm m as a o o a0 o v :aym 3 7 7C FD, O a 7, N .O. N = 0) = p) 3 ry a _w co o 0 -Oi, O r y. 0 CO 7 CO 0-c) �' c O' CD ,7. N o 0 /13 O 7 W ^. r c N a K a 7 a N =• co a V .7.a, 7 7 0) 0 O a ,+ N Q .O N' COi O (-D CO N 0) 7 U N 10 U S 3' 0) C7) N .O 7 C - 0) 0) c �, w 0] C .....CD a � � � • v 010 0 .< 3 a'a— � aCD o 0 a O *, N O N o O c N a 0 7- 0 *. a N 1). c 'O o N < a -n O O= N 7 N<• O Q O 0 O (SD C O 0) 3 O y Q 0 a CD N O N 7' a a 0 fD a CD = K "6 hG 25.4 TOPSOIL REPLACEMENT atri N . Ut _: r. S O W S 3 N N W O .0 m n 00 c 0 S CD �� -c CD .3co PI) 0 co 0 at O o 1 v • C7 co0) -I ,m O _. "O O c 2 3 O -, 07 a O 0 o O 0 O m cr ▪ 0 0 3 • 1 c Co0 ID O 0 CD O _ d o_ o 3' O r 3 m s co y o LEI o o. o• o O • 0) 7 '-. 3 (0 3 m a ID c a - d. 0) a v 7 m 0) 0) 7 0) N 0 0) 0 0) N o - N O - CO.., o Cr can io SNOIiVO13I03dS NOIlOfTLLSNOO 3NI13did 8E1. 40 LZ I. abed 07 0 0 r N c COC Page 128 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS O co -_8'73 0 0 t0 (2 a).c C .c N 7 C N 'O O NE — y .... ca N v ft 0 c m c d E w w aLA 05 N NO L y N L.° L.0 o —avjU 3' >4 @ c N om0ov.Z-12 w m ° 1 U T (5 c C C ` O 0) a) a) N N -p C c 'c .c w aC p mF f0 2 N U „IA E U «: 0Q9 pJ `O C o +' c 'N o a) 7 c C O C C .SC C 0 O � 'N a) J U 0) 2 Y U C E C 2 2 E•v 0 U N o i O` N >. a) °. C O C v C 2 XC3CUCt0GO 0000›.0 C C >wco_o iU CO O :8.s ._ c w 0S 0) O C v N N C CD® aS p '- O m aCto 7 Oy Now O ow o L C0 U t vt O- 11, a c Z t ' E O C N a) @`! 2 w 0a)FmEns aaULAN OOrOUE.0 . mc -E a) O W 3 .� 2 O 7 N U N O F L 03 cc N N 0 N a E L.6 O•O�a) N N U .0 U> O Ow Z 20-o N N Q mo'ac 3g CES- a) U O ai °O o NU k- a) Od C 2 v c E g aa)p1.. 0 Y 0 j3O 0 $ Es• a) C Y C -0 > 0 w°.coat 0 N v 0 7 a.0 N N 05 Q o = p co a) >§ U a5 N ° 01 C CO -o ` N @ 0 • C .-. N Sr' ° 15 YN f 05 U °A t v >i 05 N 0 t N v f— o a) O cN C -a CO •3 3 4 1E 8„1:9. 3'@ U c va;2m(5v ° r CO E L N U— F _ x co Q•°o m °v a)w 2 N j U tC L a) 0 -- o o-. o m Q p C a) E C w0 U ?� O N LO C v N a N a Lt) 0 7 .C§ N a) N c o .` �� 25.6 PERMANENT EROSION AND SEDIMENT CONTROL TRENCH BREAKERS T 45 a) -5 LA to E C .V cts N a) 05 o co N N m y d a' a y C Y N „ E ma°i ,m �m C N -0CO 0 03 v a) a) >,- U O 0 p. a) a aw c Du O N C C 0 N N O •0 w 9 0 f0 ) CD CO p17 C t L V -1-.N 3 U N N d " CO O a) °° it c 4 ai co @ = vCO a) — CO xi N O N t 05 -c .0 C C v 2 t N .c O a) N N a) U a v N 7i) cC t>CO () .c Tp O v L N N N N o0°Eo c1 a) �c 7 l0 1- 0---E U N L Z N c L v ce im 0 CY .E tra N O >-p O C2 r Z N Z m.c Q co co d '- U.0 2Faa)o -2" a) 0 -a (± ,--N () Or0- -c0 OOU o a7 11)-0N c a) 12 -0m N C 1`UF � CS 0 c 92 F m as a) rZNa p) M >. 176 O r t c r ma Lp U Sp c N Sp .0 !.- 6 6 00 )f).2 Na )O a N N .. CO N.. CO CO 0103 CL O O rn 9- C o •c o'2 m v _0v .c N f0 O 17 YCD v CO N c U c N 3 —v N f6 C N _v CO CO y N Ov C QU f6 L.0 N Z o O.0 U a) 13)3 F O C -p r U C0 N CO >> PERMANENT SLOPE BREAKERS (WATER BARS) )n Slope breakers (water bars) shall be constructed of soil or sand bags. 0 00 a) A Q. ? f6 _O N 0 7 U Cn E . N v N >O V �v CAC a) O O•Ca)L,N f6 t N Nc 3a Y a7 T>. 0 x m �' m¢ c W n' o m C o 9m�av� o o O O U E N U N p. `0 O c c c C N '— > 05 -0 a) c 0 N O N 0 w NE t0 O N y0 o a..1=13)QN . C C a) O U Na) fl N a 0) ° C c8o0_ O >< > N C "a)a)CNC L N• N l6 v N f0 4-:: "0-8;71):°(°1- N :CC) Olt N f6 a L f0 U c ^� ma 1- mo (03 CI 0 pL°c �(1) U O p a) C) 0Z OCO C Y 03 .0 LAC U N f6 t -•C 2 092 N W O 0 5 0) N m N 'O N) c mA (Nn (Ni ?N �cNi o =01 O C �v mom N �� <' ad Clith 3 6) C1 n d1 O) (D d) C A d) '.N" co S 7 n fl. d) m (1 d) n.CD cg -al N O o" N p CD N ? a M W W O a W a S W• N N W N 7 N S N •W N S W f(1 K O N A "' W n N V N en a co A N p< W N (D' .p. N 3 1', N D N O O j o�� c° 5 —I aam� ov m6om�� OLD z> m°Q�e� o ff co N o c m _� m o) 5 c m p.< 3� c s co -<m' D a 3� fD 3 m a S N 5 N N N (D cD N p () co "6 Z) O Z am N G (D (D guy m N 3 S c 'p (D ii C N ,C. N o o a N o (0 S O N 4 7 N -i D� c (D 'O Ca N O N ° O (Dpp b 00 -Z-I N N ° 51) . N O 0 O C -I !D (D . co N. p '< c p_'o (D m 7 cri7N°o m �� pco� '<m �p vincm� mdoo co. - co' D a c i Q c 1/4Z r n m m C7 3 o 0 m -.,D a - Q m n o'&(D l m (`6Doc� v myy• map - oC alt-< t . CD O �m Q Z O-m30cDi0 aw• �3 3. o 53�p m moo, m n = 5�m ° 9co'am O 94 O O m ((D7 N a co O 3 03 3 8 co (n .. 3o N .Z7 C "O Q 7. C7 N O O' Z at 7) d S' mr co m *•N n N 'O co=paw C (D `ZO'm oCi� _ { ' O y'(D = o 5' in) o ? v o'S5 -. ) m'3 � N ci � m m CD 3 •G c �ZN m Aa) LA. o) o y_ ED D p,� ,Oy, ,. N m ( C S� S.< .�O 7 C 5N ��O co �+• C SAN N O Q co 3 O j O Cfl X (D '6 p_ 3 S .0.. ;11:411!)-1(11 ..� L. S S (D (D 35 Z (D N (p O 7(D C N p f0 O N O O O O' �. � N 5 j �� N n H (O C_ -<0_, _O N j ED O .n.. O' m S o O `< y "_ S 3 mo - SD N Q N N N m S S 7 O N O O (D N N _, 0 - 3•m iii C 7'Er. O N p-p_S<D O S 'O O.O+,C � �< -Oi�O N S m o S O n O N_ N 3 N 0 5 p 3 . N C� S (D :l o a, < c S o m co (D 3_ 0 N 3. S S _ -, D p N (D m c m 3 Z (o .p. 0=0o co o 3 N N o' co) n p '6 N O (D V (n (D p) (D 0 3- 13 C) C m > N N �; O m N S 0apn m?3 03 vJP-0 =_°3'� �y. v -mc .N-''pra v 3 O m O (p C N O N- Q< N N S FP. (� ._« 7 .0 7 O O S fD T. = Z O N 3 Na W < O C= o D cD N O' ow n 5 �- n 7 Q n `7). _in _. 1 O O Q' < N ED m coto cn 0 aD 'C mc'o m m 9:x.o Z �p> ° oc.cp' a CD 03 a) 7, d o -io % *.n -.< 5oc "{ O m d 6m0 ° �� =D) Q o OONO a0o2i �� (DN'oX 3wocD3-•m 3 °: �'�°5< -o 73eo Z m o n o CDD _a an d m.< co c m p CL 5m m m N CD 0 703 H O O O m (D 3 6 a'6 i i O U O p) N o �% N C "� S a` m co Z N N N N m 6 0 S p N F N O C 3 -Nom_ v m� Ho GCD CCD 3 <m vmoZ7, _ 3 am c m -Ie 3f° �N v Oo o N• o o a� a(D -I 0) N m o `< (D 0 X) 7.O. (D co 0 ii -1 0 <' M C ,1...' Q CI (D 3 .C-. Q• 5 6 o- ,- 0 N m cn O _a O O D. O CD 0 D n n M (� X `< `G O O g3 3 5 w Q m 5 X s ZcD O m y oc m 50 F0� N o v 'O O = (D m 9 N D,°0 -<a3 o a co 0 a co . 3 Q N x O X con 4, FSI n rAz rM SNOI1V3IJIO3dS NOIlOMISNOO 3NI13dld 8£ L 4° 6Z l abed 0 0 0 N cc C m Page 130 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS EnCana Oil & Gas a) .L-. 0 0 7 U a c m a o. T d to 0X m am m C N a a a a)(x O } _Z O 0- p) 2 c0 'w E°) _c.0 U (1) Et a) .4••• w O m w 0 O 0 a) co t a0 PERMANENT EROSION CONTROL MATTING to to N c 0 0 1- C O 2 ai O U t m • wa p tal-o co t c 0° o a m m C 0 a) 0 a a) a) a) F- V w L N m N n0NQ a�3Q N m-06 1) 0 y �.- ` m top_} .E°a>w mi_z -00-.-.... -uc m mQ coo 3 07 wpm m p c=m- > - 2 0)4:0 O) •tcmzoc w a)c'60 a) r3tm O 0-0r 'in-' 0 J o) E tw • o m T .O m ViO t_ 4 0 C= m X ma a) O " C a} a> w 00 co0 00 E • z s L 25 C c N d O 0' a c O) O ▪ 2 f6 C O NU O m N awn()) - o 22 _ a) - C a mY C a) m y O) N E E 't-' o ED E • t m O.a t p U ,E2 U m m C> e t p E. E C ' mm0 0• t o f Z0 7 w 0 c 0 cw Ow o iQ o U cY(Ya w c0m0 mOF. Wta0 OU} ✓ _Np`Em z •3:0L.p N F- 0- 62-,—, p �- Z2 to CL. l0O"OO N 7 w 0 N o o U U ROCK AND VEGETATIVE DEBRIS L O 2 2 L 0 0,m C w rn 6ca`>> w w `m 0 m in i_ O Oa0 p p)t E a U'..' C mT m"m'. 2›.0(12 o E o.0 0 o.MV 2 O ..06. .N w coi 3 U 'm N N m a>0 m o Y E an C m >'`L p e 1 Eo o r - O w f0 a) '- o co E T30"0 O Ta) 3 t m 7 13 a� y 0 0 0 c.f. a O (5C4: c 1O t 3 0 E w m` 3 m w w o o o mcoc 7 c in t 0 0 O t-. L E m N 7 w 7> c w w m 0 0 m C L 7 m N N w w >,..._ -Op C } °)0_9- 0 O C 0 °C <•-50)0 60-0— d a m G C 0)E o'-} 2 3.}>-, N m C 0 O Z O p o m E a w O c0=212 N 'c ,fl d N C 0) N't to 3U o0 ., 3> m p a 0 C O U m C T -' a)• m N a) p m m 0 --' w mt`>Y ma>3E .t.' �-' N T 8.546P-513 a) a 01.0 9 3a) 'J a) a a -.t a3 w w e N 0 m W O) m o m an d 7 7 .0 t 'c 0,--c O> U C N F)'2„2:. T'tm-' o o m c 5 C m N Q L a C a) —2 7 or, �a > O. c r` 42>a) ('0-0 6-0 0 mm t0 i- w m 0. m 2 m 0 m 6. m t t = y triavtt ut o'=r- N O m.. w N wa 3 3=0 25.7 REVEGETATION T ›-C45 o c or Z O 't-' L C aa) d 0 f0 c a O as wa w 7 O a a) (V 3 .O- O O w iili v0w N 0 x N Vl c W 0 . 71)2.0c >ca)o a 0 O a) C C y m a E ID C O to fn E mca '- m N m C 0 E a g m N cr,m O) y .C2 -0(7) p_ a) > Oa w a) a a) • Em4° o -Cat t.m -o13 t a `O a a) w e C c O f6 c e w m m amE a) m a 0 a o 7 w d p 0 O) to -y-o x v r E m a t a C E C bo- -w a a) cc �=UfIw co 013-m a) w iaw0C mo 0— D 0 a 0 w O C E mOd• 0 1—.(2 o2 Uw0O0.� U > fl a) cUO gt q nW LgaE ty cy:0):Fm Za 02 07ca Oa)—g U m 0.00 O 0� o= m `) d,> o- pa °'Ei ) t C ,C 0 0 N t a) w C ,C Hp • ~cwa F -0-n2 • N 0) O M y a 7 N: w 1` a .t. j 1� -,, o .O N C a) a) 0) w 0 a) N O NW EO Ntll-..t, aE W •O V O N Q (C 'O Z 0 000_16:, 0 -IW N 3 , ) 0 =n a;'07.13 S 0 0 3 y • 0 0 xa CD • -(n sW O y m O 0 O� c 0 0 0) O O S a o'O 13- m O o0N .� m•. a 3.o N O 0) co O (n y .O_.. X .. O 2.0 7 m (� p (D 0 (0 - 00) C 3 Q 77 _ •O C = 5o 3 TO (0 Q 0 S -. 70 C O CO) - C CO = m -a•m QcT, 3 3 < yCD CD o 0 7 0 m 0 0) �o O 0=a 07- °= y a m o 0)- 0.6 0 O O 7 y c0 0 O r00))0o— v c r m m am CO S f (7m -10 (]0 N (� O. O O 0 N .-. 0 -� 01 3 p K Z -p' = 'O Z A. v 0 D-1 3 0 n- = . oD m 0+-0 01M1.<0r*-%07-1 M5 =o512 O(O N 0m (=D 0y (D CD 0- o.nm DcD000 w=0 ai o �mSD(p -I 07 -5(70m - Z 0) m C R 01 oaa y.SD0) O o 'O 3 a 0 y m � ▪ S y O S 0 0) 000 m y m m - 3f0 N =O y Sa '1 N QQD'294. 'C0 U (n(0 vas 0.3 N v (fl ' (OD a r -a rp_ N C N gh (yD �0 O� m mOo(Dy-°.o00• (n "• 5 O 7 m m 3.� -0 y m 0. 3r aaa= m m 7= 7 (D Q p Q = = O .m•. 00 su o w y 0 0 m N. -. 0 Q- m 0 o (0 3 0- O a V �& Q 0 o N m • y< a m 'mO6 m - 0 (0 0 0_ 0 7 S Q N O . Q 7 S O S Q m 3 • 0 0) S 07.17•3-143 Q= m m m o 0 D- NOI1V JVd9 id 039 093S 0 • 0.00 cNr 0) 1t) Z Q V 72 m O n3 - S(OQ0 003 m 0 =.m O.0 g•o y 0 .. 0 S - Z mO0)m-I o o m - 0 o r me: N m C 7 0 0 (3D N D S O j 0 3 01 -. 0 •O 0) - 0-,,, (D O O (n n O• m (D O n0) Z"a�m= -I m O (n O- O y --J • 0 m 7 N OQo 0 o d � 3- Q(n 0-o 0 (f00 crta N O ', (50 so O N 133 m (5.05' Ei Q 0) S 3 - co owoo - 470 30 O p • Hai 0,4 0 a 6 0) 0 O y "6 m o N (D "O •C7 m C K 91 p O U 000_00 S (D < O y N m 3 m O) m (D O< S 0 Q 0 y °°1.114-)7:a=0 N p a- a 00 0 gWar 1 7' a=*00 co N m p v= 0 C 0 p n y o Q O (O Q a S17) IL0 Z S17) N (n N 0) 0) 9) coFocco9_ NS 3 N. N (v (n S 0) 77 _ (D - 0) 7 3V7 O C N, m m S cow-000-3Q rN rm 7 6 < 7 c p . 0 3 O O m N < (D "O Q= 0 m Q 3= Oo N o c 0 ..: Q O = C f0Q_.0 (7y(O 1n 61y S� f0 Q 6 (D N D 0 m Q= = (D Q 0 n (D y= 7 Q- Z O) p- 0 m •' c O y a Q Q Q 0 -i _0 3d0 aJ:L7 N(O N m m m a m m' •<0- 070-0_500 -=mN 0) S Q= 0 a T 01 y 0) 0-000 1a r° -_ • Qo Z-ico m N(o m m �(D y �'CD p' CDm O (Cn 30 * m y (. Q 00 00.0acop0 .� O C O; W C 3 0 m D am is• m 0=3 m Zv �.o-0 D0 c-• m -<-0 0 * -m m'< Q a m 0) 0 m CD Ti H * 0 y N 0 0 N 0 S .•. O N J 70.-4 y • C) O� 0 01 a -a 0 0> -_ (O • - Sza� o i --1 7 �7 .or (D Q =_.. (D.- 5-6 ammo so d1 O 22z E y y ? Z D - i xi 7 y = C 0) = 7 0 (D CD (0 i7 a= EP y 0 c m O 73 r 0) (Dm 0) o) Q r 0 0 m'0 m o air a' a) r'< _6 - _ cn = y 4) 0 y 0_ 0 v0 : 3r=..(n o_0 7 3= S o O Q 2), v 000a d.QQ O = N 7C = 0= .y. Q gC .y�.0 cn • 0 M O 0 0 y '! O 0)) Q O, (SD j 7 - 0) U 0c3 - N 2 0= 0=. 0 0 3 (D Q o ° rw v Q o M co 0.0. Q r (•'n ,cr O 6 0 O' CD 0) 0 = C "o 0 Q O§ (D y a= O'0 (n O (p Q = 0 y = o n Z (n • (=p (D 6 •o •--I O 3"4 y a. o O) 1 0 0 ma � SNOIlVOIJI03dS NOIIOf12IISNOO 3N1l3dld S£l• 3° I•£l• abed 0) 0) 7 c ID 01 0 0 m Page 132 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS ELE•c o V {� 0 N C L C 0 U 0 7 tr. 7 C O (i6 EmEo y C w O U >� U O) axi 0— Qa) CD as O 2 •- 0 T N "O a) CD CC0 L O C c O U O L U a) U ' N < E Hw 0 c0 c O O -o (6 UcOoNaa)1•= 0 0 0)N 0 co C H t-op• 0 a >-0 u o 0) E a.Ta)"8 FS 0. 3 3 0 a o o ) NC.�. (0 L @ >,.0) 0 ° 4L o) 8 COI C 00 C �1t a) E 0 'C 0 0 0 0 3 8 n L E O N DRILL SEEDING N m 0) a) N C U c a) 0 0 (6 C 0 0 0 N a a7 00) a) L N CC 0 O U a g LL a0 1- Z rn oc ) 0 N L O r E U Q N N T L 0 Q a a N O N a 0 C co a3 - O -p U 0 0 0 Y r r 0.a) O N 4--C N > -0�j 0 O OL.. F• U U 0 N 0-• C Nap O co2 .L0-. N p_ .0 U 0 a) C N 0 L w (0 N 0 CO N C 0 N C N - O 0 L j L Q C co U O co a) = f 'O 0 PC 0 co Q N U 0 0 -`p A N N c 0 0 •C 0 L°o To. d N N L- = O Q@ 0cc - '0 0 (a(5 0 co a a)a) taj c cc c!, 0 ° p-(0 H 0 o E e1 N N - Z 0 0 O o 0 .N Q U H a) H 0 @ Z N N 0)0N c U !F 0 .0 a_ N N H N T 0 - O N L i-° Q0' N S9 0 .0 24: _ 0 0 5 u- m .J 0 -E o N c o 0 C yO 0 c N `a)3�aaso co N 0 L L O N 0 1-10 U O -O T8 3 �� o 0 2 -p O L O c c 0 4- U JD O N "O 3 o a o co p (a (6 0O to 2 CS 0. CO N C (ca O N p_ a > 8 (0 - U a) C 0 Qa) a)c C Tw C 0'p '- N N y 0 0 (0 c o E -op_ Q 0 3 - oami t yO mCC > (aom C CO'13 U 4 0 LC N a3 LL c OH O. 9 Z 0 Q 0 OUCC N0 } Z ('`) 0 H a m y N 00 0 N 0 0 0 0Oi) BROADCAST SEEDING O n u) i 0 C O) 0 0 0 8 •• 0 L O C N> "•' O N N X •V V N C a) N a) N� O. 01 N a y N-0 a)�� ` O 0 00 0 0 0 O' a yO L.. N N U a 2 0 2 :co 7 N 4>- _o8 - (6 N V N U LLLG Z U ;CU T O C -p H Q a_ t �- C 0 @d N > a) p 00 0 N U 0-o U0 L (p •- °« O 0 U- N O lE n" L L 00 N n" 0 -5� ..O-pyT> CN _Y f00 'OE_pO O I•LCNy•a°QOO)0 0a) C can) ` E ---0-8 aqZO0N Q H Q0t p- o O 'a N N ... O L C U N U N di Z 0 0 E ct L' F o. 0 0 0 0 O .O 0 m _ •o•c a )U ro N C L •C i- O NN (a H N a) N I- co 0 Ty O L U H co m C 0 N 0) N LO N N 46 -p) (a 0 y "p E c N N O N 3 j«- 0 02 0 �' 'D �= Q 0 C 0 0 0 0 0 � o a c Q 0 U g U U N V 0 2 O 0 0 1- 0 3 ) .L.. C L p O ." mL E E t 0 40 of 0.1=(-. 0 v) HYDROSEEDING H N N Q i�> 0 Q Z o E d - ce ai000QU 0 IL -c Z 0 NZ 0 p 0 O N 0 - a > t p O N 0 O Q� r L T N _0 E a) E 0 L 0 } caZ co d N0 -pm •E 0 c (o E c o c 0 'O (0 > 'O CD0 0 0 0 p CN O C (6 L 0 U _ (0 0 UL d 0 0 0 N N > 0 d �° 0 C'O C 0 0 E 0 Q 2 L S0)NQ' O-. Ut NO (a Ni o _1 z - S0 -z co o 7 0 _Q O 7 y O 9) 0 01 w m oc < N i (p 3 0 9) o p O O a d 0. v. 7 6 (0 7 .l. N 7 7 0 Q j N0 F'; o. Q(0 3 C' O 71°0 0 N 1?))9^00531 (CL p �Z1 �Z1 'o CT D D -a 2‘<00›. g 3 - *. o xuo 6Zs� 0 (D 01 C. afl030 fpr -o 730 (D 0 3 O y N N a (SD j N O (0 0) O' y 0 y,1oa CO M- a. 2h -a..O2h K.. 0 0 7 7 O 7 Q • n 0 cr TOoa n-1E(on 30D� D��o C m7- 3 m o 3 < ~d3 °=3 0.0 91 m(0y(fl- o2 ,< o o -. (D 0 0 0 S30a1219 aNH SaVON O6'9E 7 •. N Q N X O 2, 3 5 O o (0 co 3 -o o 0 0 a• DY'0 7 m O, pr". N m'o-mx .O. 0 -a3 < 3 0 7 7' Q TL a n (D y g N c Z o (D � -<1,50°-,90 7350a c N 7 Z 7 (0 (0 -1. -`�•1CO y y Y 7 2 o 01 7 0r 7 �. (0 N N - 0 _. 0 7 7- 7 y N .yt01 0 Co a z 5-0 -1 0 -I (0 CD 25.9 PIPELINE SIGNS AND AERIAL MARKERS '(1 ' O 01 N TI 91 0 (n y- N y y nO' 3y09y 0 3 Q thQ O N'O 01 Vt(D 15::O 0700 QG (D N n �. (�D y• 070 o 0 y QK3 . 7 a -'p O N O (D y (D Q1 9) co N�'nONccy 3cooofDi CSD mm 0°vo h. C00 cm ��-m!al.(0�'<3 y N �•p 7 CDCD �-N oayQ�'j'y-00 7- xda 0 3 yam 3 Q� c <(0 0O N ^' Q cn v 7. Z 3 1-' 7 o (Dp . D a y 7' CD o-:m°rfDs� R. 0. ��o wm�m A 3 0- (D On.. G55oa66 m °v a,0 m 0� 7- )7d a)• j N 9) c O 7' 0 6a ' 0 m 0 o c+. << N y 3 0 2 '-0 0(o w v O '< p o m O o F v ��(o m to 0 may amovv m°mm L7 m�x'mw ( N co y 91 0-, 0 i 0< 0 01 7. a , 6 0 N 3 CD EU 5= 00m2 mO-co- Z 0730 3o<sval co N N K 7 3 E r: 0 3 0 (D N- S 0 9yi 0- 2 F' D 7 7_ D 7 (0 O w 7(0 y -, (D o (3p N N S 0-, 0 Z O O N 0 O a CO CD Q l 0 Q W N W 7 a ,y, - 3 y 5' y 2-‘z N T. 0< o_ N c N x N (O 3 (p 'O (D y c V (D 7 •.. (D ,i0 3 N 7. (p �• y a -, (0 N 0) 3 91 (�D (p' (D O• N N n N y N 7 lD y 9) y p 9) 91 01 Q (7 m Q3 co0 03 v 0< < Cr y o Q 2,-1 y* m-1 6 s00 (003(o m a3 Zmxv°'n 61 6 y, 7 O0 Q 03 (D yw .. V -5-‹ -1 Ei 0 0 - < 7 2-- x m d (° 7 N v 5O� g3 a 0 0 y C 3�•p 0 6D1 yf0 nZy y :Uc0)7am9w7cm 6-i��cy(D (DQQ N -7yyp C 0 `z 30:0;'• !.2 3Q_ 7N�' o Ny.7J y •(D N7'O7 0 0 7 D_y (D 3y y 01m 3 F (D m 3m _='O00T-0 °0 ? r-75°0(0 Q=w� p -NQ � 3 fD 0 Dcr3 y QO Q O y m cl;1-� 1, CDCD m° or w 3 Ft m v 3 o v o �. X91 O ,. N(0(0 0 0 . 0 N O�a0 D)`01< .0a. ICI SNOILVOIdI03dS NOIIOf ULSNO0 3NIl3dld S£ l J° EEL, abed (- EUc 73 0 0) N -1 0 0 03 Page 134 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS L as a7 .o c 0 N cL >- 0_ d 2 0 0 0 0 F 0 1- z 0 0 0 --. T N t N -o C O N 0 a 0 C L (p 7 N N 25.11 SURPLUS MATERIALS r o aC 0 co 0 C 0 O ai c m EO N a3 N 0Z N a c 00 U0 0 Z a. O 'a U 0 0 - .. c o -o Y •0 7 a) O U N a N 0 O ..L.. N rt as O • N } Z 2Ea "I')02 0.= 0 U y .0 O O a > 132 ry o) N N U (E N 0 0 g oi Z 't0-. 0 m U c 0a -i L a Y a c >- >-Z 000 0 0 o .L o r-0 v O U aw 0 .L.. N 4 O (0E y 0 N L Y 0 w To 0 0 o Q. 0 U U (i) 0 0 • (N •a r tri O N N 25.12 ACCEPTANCE OF WORK O= E c •C co L C C U) iYL O 03 O O - O w Z wCO -C N '- � +c-1 L -O Y N (5 0 C Y 0 C Q c 3 N my 0— d m (0) @ 7 N C y6 O g E 0 0 y U 8 ,.. 0 y C O 3 Ccc ((5N c•c3 Y U CO U 0 N <6 N C c O X N L O N LC � 'C U O U) L U) i N 11) NZ @LL U 0Lin 2 7 y n V c) O E w ,N CO Y o E U-0 U y .. N •- a T C v 6 0 O O O z- 0) L C al N C) 0)) 7 C 3 C so CO C my0O 32 a;o cE0 'O .0 T> 0 t_- 7 T •-' 0 L N (4 'C E 0 m 0 c 0 a) a) v 9 0. a c w co U a w c C N0 E 6.0 3 0• C O 0 tJ a) O y 0 U Y «L0. A N C N_ — 0 .fl o�oN _cNf6 v ai u 0 y 2 .O O CO 0 0 O. .L. O N O C d ALO. U 0 c'V o v v .0 .- 30 - 0(a 0 a 0i —c 0 a�'c_' ami @ o m 0 0 3 3w 7 CLN a d O U 03 a 0 0 6 0 N O- 01 0 03 L C 0 0 0 m cs"' v 3 — 0 E w 7 N L 0 N -a 0 0 as (0) 0- a) 0 N L c x 7 C a) y C C N C Q' CO a) W 0 0 e CO 0 To 0CP2'(.1) 0 EC `°(a 0 — c -5 v Vi } V N 0 F, y a L C O L Q' OI co Z 0 co a) 0 O O w U y N 0 dQ I -'U a -a NNv 000tm .c 0 0'- 0 (a UZ w c 0 w 0 C 0 C N CU Z C 0 Y U N 3 0 E Z ay ~— 0 O N 0. N W To O O U �) O v 0 CO @ O a 'i ` 0 aU.> 0 ci W r q N () M L 0 C E Z • Z r •C C a r O 0` N L r 7 C i-4 a0 W !L CO CD N 0 EL N E 3 N CU 26.0 26.1 To L O N C -o 0 > UN CD 0 0 0 rn`0 Ta a L a N a3 O m N o 0g 15- 0 U v L N c U N wN O as C c O O 0 O C 0 O O) a`c f6 L U cirj Q a M L N 0 O N CO N fa O) C 0 o -o C CCO .CD 0 U) co 0.3 L_ y 0 0 L am L o 0 N c .0 7 L c -O 0— L L N co 90 as L0 N c 0 0 .0 U Nm O 0 0p tiN C 0 a 0 T 0 C (0 La 0 C t r• > E CO N 0_22 26.2 FENCE MATERIALS The following materials are to be used in security fences: x X Q 2 7 w 0 a n 5 r 5 7 d o g co r n-1 CO CO 7 C3 c�0 NC 3 0 wa0 7H a O0 0w 00 NG) m N3o ap ma 9m nov 6m n Q 519 Q O ID (U , d V N (D a =' O O NN • 3(D ' O CID a) N QN O 0 -w O y C C N 5 (D 7 (D fJ (A 7 fR o N Q Q O C =,' O �` N co N (0 G N G >• 7 0 0 n l V7 " N N 0 (D < CD �< m =0 m3 0 w o a�-o *. I y co N N co N Q N o O m O O 0 3 f N 1 O CO p O O D) C (D = N 7!. N 3 O N I N S V N O' N � V 0 I �, 3 N O *. re- * N gi FcT) O 7 N o 0" m 0) o 1 0 "O d1 7 O) as �, n v S S N N W C O 7 N O CD N v Oa N •2 .(a RI' d O ' 0 =. O Q O j. CO N CO S. '6 7 0 CA o 7 O (D CO N O. d C n K S S. V 0 s. D) 13 3 - y ON) O C 00 Q O S 7 6 CT 133 O d 7 i O K O 7 C) 0 y 0 N cn a i) Q n . o _° 0 _. O cn a y y S 7 O) '6 D) ' Oo 3 Q o o S 0 0 3(0 Q 5 - y N U N X G coo �G ' O N 7 C (0 0 C N ti, D) 3 °1 'O n Q S j y N U g C iv7 0 a (o O Q 6 co U fan 3 a 7 N N N p7_ N p Q 0 co V N 0) - -s Q- co_, 6 63 a i U1 V 70C d> * N 0 - OD p i 7 Q 5 ,O 0 N S C 9 (D V U Q O. S 0 n j 01 cn N 9) — n » N O '• O fn S Q n 7 (D 0 fn0 S S (0 cn 91 A N 0 C S O 3 a • O o 3 0 o 3 m o o- no CoQ01 O N (D 6 = 3• u! co O O * '� N C 0 co co O 0 a (0 S 7 0. N N o y 0 5 -o -o s o - y v U .5 5 C O O O (D y O -, (D (p CO 0 - 7 7 Q 7 o Tension Bands —for 2.875 -inch O.D. posts. < _ - N CDM N j 7N OJ oo1(o (pO0,Oy 07- 3 0 o - 7 Q . 7 S a i) 7 7 '+ y O 1 0.m m o a 0 -. 0 v I N 0 y Q N G _O y 3 . 1 2) m o0 D 7 3Sr! 0 a C 0w a O 3 - S flJ)0° 0 N\ a)p N N o m CO 9' _ o- 0 a 3 jS y \ 5. f0 N (57 Q U1 7 (0 O 0V CD N y d - 0) Q N U 7 0 0 X 0 -O 3 N co-, 7 V _ O (0 (p 0 ? C co 7 O) (0 -1 Q 0 o O B N O = C 0 = 0)) -s 3 a = N si Q Line Post — 2.375 -inch O.D. pipe weighing 3.65 lbs. per linear foot, 10 -feet long. co) N o- w (0 O m an N v N Q co O 7 v f_ C co 0 N co Q� 0 7 N Q N 7 O 3 (D y s. A n (D (0 0 SNOIIVOIJIO3dS NOI1.3f1NISNO3 3NIl3dId 8£ I. 3° g£ i, abed L N 7 c 0 0) 0 o Co 0 0 N }co Page 136 of 138 PIPELINE CONSTRUCTION SPECIFICATIONS 26.3 GATES FABRICATION \\ $2 |co ) o '03 CO /\ coo co \/ C CO o o0 0 a..b GATE HARDWARE Provide the following hardware and accessories for each gate: El / 0 § 2 § \ \ o / \ �\ 00 0 r E km 0 it o /\ a y{ —. &� 90 >] Zo 0 \\ \ 72 2 00 _c In Rk 26.4 MATERIAL SPECIFICATIONS §_ /\ j{ El } 0 \ \\ /¥ 6 §£N3 a0 \ \ / \\\< ) f <T / _v { 0t\[ 0 E\ty « oaw° ID > CO ƒ J@&2\ 7f E \as () (\\kk± (2\\{( % (fa°`�f E )){kf§(2 E gn.0]/ ] /EE )=6 % Eo )\\ \tE))S OE 26.5 INSTALLATION Do not begin installation prior to completion of the final grading. a) Spacing: Line post spacing shall not exceed 10'-0" center to center. CD 3 J - C0) J (n." CoO r y. IJ Q -1 O Q 0 7 3 j0D O • O Q * 0 0 • 0 O O_ Q (0D 7 G �0 0 � a 2 a 3 - C 0 � a) COa QD `G 2v 22:' C C N N O 0 r. N 0 COCO w m -0 d O W ? 0 a F 0 i N 0 (O O 0'00 0 O N co 0 C 0 O 7 7 (D i 12% K O. 0 O 3 m =•' a 0 N O '0 O c4, O 7 0 j 0 0 co C 0 N N 3 O 0 7 N 0 i • N N N 3 N O C'. N O y 7 W ( N 0D 0 CD • (.J N C -0 • C(n 0 C�. -0N 0 0 , 7 27.1 SURFACE PREPARATION Co a z. 5 2. 0 r 0 O_ .O. CD 0 7 m N O j -0(fl �l Z (p to T -0 -. Y 0 N SD 0' 0 CO — 1 OR O N 0) 0 • cor Q 7 Cn 0 N 0 -0 N c C • Q N (o 'G N 0 N O 0 O] 0 O N 0 C. 0 C • O� C co 0 O N 3 3 O Cc 7 O 0-0 =' co 0• 0 a. G N 5' N 0 • - I 7 N r Q 0 0 0 0 v Oa 7 6 0 O .0 c m a) 3 (° v cr O O 7 N Q- O -0 O' N -5' 2 0 co O 0 G ▪ 3 0 N �_ Q N 7 N N ONI.NIVd 0'LZ G N 6) ) C 0 N a 6 0 0 3,W U fD �, 7. G O- O O 0 N N ci)(D O_ W wog?)" E. r 7 g, CD S N 7 N .. - co S C 0) O ti. N 0 )aC N y — 0 • N 3N 0 0) ill v �a co W O0-Oi•d•0 7C . r. x 7n -0 y a 0 3 a• v 7 0 3 N C (D O () 2)`< 3 N .+CD 0 N O 3N N Q 7. N 0 N • v N O 0 0 ~ _t00 O (O 0 O O N 7 N 3 Q C d3 St D) 6 0 5.9) N N 0 7' N (D (D o a 9) 0 0 7 O .G * . B 5 N - N 7 0 N N 3 (p 0 -+. M 3 0 7 0- 7 0 . 7 0 N Q y ' 0 0 7 0 0 0 O • 0 co • 0 -s C 7 N 0 Q 03 N* 0 • y (D Q 0_ a (0 7 co 507 7 C D y 3 `2 pa N 0] 3 N O' - C 3 O ✓ N 0 CO -' - = 0 -1 .. C as mm03 `qwn d sa;e6 *2 0 CO (D - D O 0 O Oa 0 N co co 0 < 0 0 j = O - - 7 cn N 0 N O N. 0 'O N R. co O - EP O cn7 0] Q co 3 co N Install braces so posts are plumb when the truss rod is under Allow concrete to cure for a minimum of 3 days before attaching fencing. OO O D O 0 7 0) (0 0 co O O O 0. 0) O a i O 0 co D. 3 O N U 0 0 O C01 0 0)) (D (- 0' 3 j 3D0))Q N r 0 W aaa 0 O = N O • N -p O O_" 0 N ? (D (0 < O a a 7 a co 3 0 a O 0) 8 N N a• .7. N -1 Q C O 0 C 0 •ua 0 o y 3 C 3 7. N 0 0 N 0) 0. "O -0 O- 0 "' 0 • o CD 5_ O 3 7 " :a;aJouo3 (o 0 0 7OCT"O O2a AiN 0 _al O 0 O O 3 fll�7'2 N C 0-, < x(0 N a (D t f0 O N O 6 0 0 0) 0) (p c r N 0 Q s ~ O O_ O 0 - a j a y 0 Q Q,y.O N .O 0 . 5. N N 0- N N 0 O 'coy 0 0 ' 0 = S 0.1-O 0 f0N if1 0• N <p x (D 0 7 , a n w 0 N D G 7 N . G (� "O N (7 .. (D X 0 (0n 0 Q O Q 3 -. < co m5Dco30(O l3N 0 N N - N:7,0 N — O N 7 7. N 0 9) 7 77.0 N C O 2- 7,0 (D N N 7 C 7 N Q (5))- • N c?) (D O»a'_0 Q N N 7 � 0 'O O O a 0 N Q • 7 0..7302 - _ 7 N 0 0 N 0 O 0 S -^ v3 N 2 O 0 C O Q C 0a) - 0 N N t00-330- O 0 0 0 7 0 p N 0 O 7 C O O= N 5 a 0. N 0 N V0O . i SNOIIVOIJIO3dS NOIiOf1211SNOO 3N113dId 8£L 10 LEL a6ed PIPELINE CONSTRUCTION SPECIFICATIONS 0.0 V, 00 : a)o c C 0 NN w c > 3 (a T 0 (0 0 0. C yN N C •U 0 a) 0 E' a O o E o a o n O L Cc'>Z 0 O l d o(00.2 N a 7 0 C pto C U 03 C c N O 7 F) .. O N CO N ca N U .O t N f0v Na) Tv ° 0 .2 -CE •-• N O U o O U Z a 1-m ON Uo H Qa)c as O 0~ m 0 a) OC O (6 F C v 3 5.0 Ea 0 CC U 0 >aa 7i) 7 Q a . c N co N (a N N U O (�6 N a 7 N a0 o 3 co 2N o 0 Q N N 'o N a) a N N V > — _ O T Q c CO _O CO O a T Y c 3 u o O N U ToTo 1m O U o 0 z Q) > 0a)2 0 - a - Q N fa O .c Z N < Moa _Vg m0 N 3U 27.2 APPLICATION �o 0 0 _ c °N as O 'coo l6 0 'C 7 N O O a N 7 E N C Q "O a) U a) o 7 yL U O)v N E N v C F '8 C 5> E> 2 Q O C C O` > N a N a N �> pJoQ -E nLtas N O U — O a) 'O O} m of N O 0 y o a) O �% Q 7 ) N N co 92 g eL eL p o a o O tlj w ,_ F w i= E 2° C a) Z 0 7 V •DI o y a) O —O s 0 o!•E `) E o - -a °0v EoN cncasE .ca) c°as .0 'O i5 f0 NO C a O Fra N c V O a) U o ,._-J N o N N O E U 0 >,- O C7v a)Eaw a)"'" (°)Ea) O V C N N.._ O ° N C@ .E CO f O L - N L O E o 7 E o O Q _ C o C. y N O O O1 (Oa O C 18 7 C o 7 0 a o 0 C E• >. Q. a) m C a) c a)a) a a'm O > O f6 a) O cvca_a T(NO .O o C.O acC Ca '@UN O O 13 y O O) O O a N 7 -- T CD a) CO •C° (L Z C CO aC O CO WI 0 O ° 0 7° N a 0 C N -c aN C o E >`E 13 O v C 0 C �_ - 0 aPi ° c ... U a r c L (a 'C N a 0 O O r U p Q N N -J c C) c ao a 3 U Qsic co O O r N — r E p C_ N O W N 7 () ¢ L1J (5 O - p CO L a) a) N Q IT o E N.3-.0 co co d �TV Ni E Ni cc m N a NI c a— t��c r- o(On t•-: .° rmE@ N Z CO N N .0 N N v N 0 a) 4- 27.3 PAINTS AND PRIMERS 17 oz 2 o a0). L c O (n O 'Q O 0) '163' >0 j 0 .0OT Oto 3 m w } O O Zt 'c QEa)0 O > 02 a 0 0 0 a) T9 _ N o 2 .aa a) O N U Q' Z 2 N a O 7 Y 0 L O N CD fl C0 U a .- a) 70- o NU o N C arts 0Z0 0�0 a g) as 0 CCF ° CO • a CrCa)o m 4- 7 O N o a a s 0_ ca F O O O L O O 0 0 c C 0 c H a) N v Devoe 235 (or approved 4-8 equal) Epoxy coating Devoe 235 (or approved To be equal) Catalyzed Epoxy determined DFT* v v Product Description Devoe 224HS (or approved equal) Epoxy primer Devoe 359 (or approved equal) high build urethane gloss finish Product Code U N (C`') co Coating I No. r N r o it 7 CO a) c2 tE 7 v .` U r a) o .0N 2 a) E Field fabricated uninsulated piping 2 235 coating 4-8 * Dry Film Thickness can Rci GI) z SNOIIVOIdI03dS NO11011111SNO0 3NIl3dld 82I. 4° 6E1. a6ed N C N Q 03 O O UNA BRIDGE ENGINEERING REPORT :• z rfEP5 s£flr' ;4 r AT . a Or" 2 rg7 Re X19 6 r a2 }tea.z t y rNl�+� .x:11 V:0t �J S w, F i'- '4<if '„\�i Dear Mr. Oddo: d 6a• ..o ..o 4 •S Y ° @t0Ab roN gv V y •O 4• Id U 4) till i, -is N cu qW V wV O g,0& y 2 .q N N W •W s �" 0 O °. 7, 0 a) 0 a0 222,. e. ," cd�° ro y . g 2 y9v ° 17 v ; •a, 2 o0 �' 1 .5) °°°o o°N. 40 0 °sb tb24.c 42 t, 0 a s 0 F. .07'° $.9:3ac ^;rmo " R' o g e u, siyttst o bo I-4 '°�°° .q b0 s ' Lr 0° O - ro A O N er P! a a M at ON OE MM O_`. ii a a. a a.a9 opalo1o3 `lWAa2Q O<.. N p' eCf 'vi b.J. C 'p ❑ O nIzra— N �y co E' N 0 f�D �W to ."'i. p, ,r, V�l p`� O N'-• cat o ao GQ nO El al r°-na7awAw (�,° N y G. y • w P Q' H N 'J ° e+ 0 0 N to Fo N ` R. ily0.w o E. a'g co LjidE EE cr. ,may o ^ p . o g N. o p' to Q1 CJ �' G' °p N � `ga d° !� ........„--0,4“ � o wtit, i. ti n ppf s A 'y P N N 0 O rte. rN-n. R d C 8, ' 8 O �� a' a _04 6n"0o N�� N �= a wino CD" ° m 0° daE O'Fo*ril y c c. p o'ypon `°4,Q'a• Wy 0a g �im'pcn Sa`g o a°6v°o,�O SRW co n a�go O s <n ^ ��" al. 44 oN EE'pft ?,.aa n a q N G 0 Y(ND ww N Pp PECr' �. ehuGm co,N a° y mv o o, -41 CAD CA Di fp y O ;:11 0,- g 4 c o r. o W a „,. 0 - „ g' gpig.0 P• ° N G. Q' 0. 4 a 0 w 0 I -I0 g' VA c rn ° a a ion^�f°6'ag • co9� F F) ° N N ♦ N M o a 8 N O� N 0 w S. 0 < N tig n0, co O in g• a < �. 2•b t: w o 5.94,00 0 o w firo- w w• Li CO Table 1 Hardness Test Data for Bridge Steel i / 2 3I r 4 67 7 5 5 Elongation in 4D,% ,• m Approximate Tensile Strength, ksi 63 »m in Yield Strength (0.2% offset), ksi 57 39.3 38.2 kr/\k 55 I =,goe j7) £A 60.5 70 Sample ID \N en 00 tO -4 ' Average Web 1 Web 2 \ 71 f Field Hardness, Rockwell B OL 66 67 \ t ! ILarge beam, top of flange Diagonal, adj. to top gusset Top flange of transverse beam Diagonal, adj. to lower beam To. _asset Tie plate between inner & outer beams Top flange inner beam Lacing truss diagonal Web of truss diagonal — to° ) e; Web of girder beam ) / 2A m or kil z 8 _ Table 2 Tensile Properties of Bridge Steel Reduction of Area, % 67 67 65 Elongation in 4D,% WI 35 34 »m Yield Strength (0.2% offset), ksi \j 39.3 38.2 kr/\k Tensile Strength, ksi 60.5 Sample ID \N en 00 tO -4 ' Average Web 1 Web 2 \ Average r Tar — le: e S t s fl— S S i ) ! o gr., O C fl ti a °7a colam OyPM o <apb»r5. 'dwfiggigg❑ g. .C... ia co <'O y a. O rpi. N ^' ^ M 0. O N rn w �O• yy ry N C1 N O M a (D y N •W -s 0.0 CfQ G7 W ry" N ,_,. E w x co o g- co m rna y �T' N �' m ry y W O N p" co 1.a O FLe:`'. y pa. a• o -' •S N LC7vS �' "'y as n'ys. R n k yN o y 4. 0 w 0 C• co m a °M < o, (b co o G' p T C C uO Or CD O ga 0 E 0 or,' p co Nafo o Ili D rnpt. N .+ UO o O ° `°m y e ti'a- amo m n w a gti o a� �ao OOR• C O � C a. EO `C CD . CD rt O•�O E. „„N Ei o _ ha Cl - 13 CD PI G wi � • 0O .. G a NC C V�0 0. c o O0 0. _W' �N .. ",p1 50 O 3 •ati ry ...n a p nC� ° hi O� vi .ti ab O .. `O 0ry C iay. ap 0 N ,ca°wa.cr O c' FO y'" p, iOa a p w�"9 P. ry°pa tp o a G , n . p. E PP f0.D N (14 y• OE. N o a 9 o a0 n.R:fD-1/4T a.(D o 0 d n lb"c4C zz toi 0 O O 0 vo C rn O O U c a O O N Q' a O O N U O O t4 a O 0 rn 5 a O 0 rn ea O 0 O 00 a ro- y G 0 avo CD PA km or _Co o • coto A w w gl 0. 00 0 too ttl 'r Do IVco co cma -14 is, ° cm ql A A Ca 0 co or rep N A. O R.to (co H R A • N O 0, y LI O0 0 G N pc = yma• y, '� 0 IDO 11 b. P fly ;w. , CUd L.,..40 C '45 0 co c O J co y rt• v O a y .d fi ta o q c �` t o g 4.1 .1 • 1W 7 O til Q N En 5 oa 0 Se ,ia o a 8 El.5 cn 5N[$• $c Z v°o o S 0. on�' p0 GL •0 y b S • o a'ts IS 40 o g o.0 M O N X.0 q w co w0 ? O ct > oo 0 O N M 0 d • Vii' > b' • O Fa .= N o y 0O 0 N yyo Qa 'N 0t U o CONCLUSIONS N N a" o 1 a. 43v o o_ co o 3 E vi NM .} Ci N O 0 Pu' f•E y N 04 W c O 0 .s tl ?4pp y bA 0j'N M G 8,g > o s.8 3 N 2 E o ao ° o � a v bp o ,n d n qn' ..0 c o d bn ti� w t o 1 V,' U� on o N 1 w �' y N ,d O O L1 Jany t >, 2 0 ti co O o b °t '~ w ffi w o Fo F A a U U u x3 C "n 0 Par L S Saps 7sQ L s amo M b .140111L Mat 1.111211 I rem nes Emil MS REM EEO MEM 00 Ry `o U 00 o 7 :-vii O • U O 0 • a)'O v. CO O1-. .4 , ..0' Y a ❑O Y"0 y M8 co a(. v, U C4 .0 (qy/� y ro U 'O o o 0 s+ '0 'N g N th .>) N N y b 'O �/' U 71-a) '70 o .d '5 a. va d• 1 ce ." �,.. ai _ .n v 0 p„0 5 te P0 ' ° o.i c.- 0 0v°o yit O .O O (ft, c •YO •,4 ❑ Op cj ❑ o q 0 b '- al N by U U "cd 0 5 0 U Y be 00 1 m•5 P.m vonogo ❑ pp 'n v n,o 2 3 o 2 • c'Q"a n �L a O b ..O ❑ DI 2 a 0❑ Y .0 O a) .8 O 0 at, !% .c7 Y o . o, 0 H Q 0 W M r. UO•Pt W0°'g0�0•• 80 O •t vd . 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ODDO ENGINEERING, INC. 713 Cooper Avenue, Suite 200 GLENWOOD SPRINGS, CO 81601 (970) 945-1006 (970) 945-2966 FAX BUILT UP GIRDER END DIAGONAL COLLBRAN VALLEY ESCAPE PIPELINE, 2823-01 UNA BRIDGE GARFIELD COUNTY, COLORADO FILE:282301FRAME DATED 5-06-08 145'-0" DIAGONALSTOP CHORD if CONCRETE ABUTMENT APPROACH GIRDER SPAN THROUGH TRUSS SPAN ELEVATION (LOOKING EAST, UPSTREAM) area SaSillflOAMIL -CO N 0 00 119'-0" SECTION CONCRETE ABUTMENT 0 BRIDGE ELEVATION AND WIDTH DIMENSIONS ; i Collbran Valley Pipeline Crossing — Una Bridge ro co tra co rn W P. tflV n cr o• ctt c Es. N 5' n 0 E. oa 0.t