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Home My WebLink About1.3 Application Part 4ATTACHMENT 6 EnCana Oil & Gas (USA) Inc. 5x a v 12 COr CD W (0 0 N CO 0 ro N N N u O N r ay N5 N 03 U' N 03 w O � "-- ca r j U o c C N. G) August 9, 2007 a) N Uo an L (O c .Cr ` a7 inc ZWV T Re: Pipeline Development Plan for the Rose Ranch Water Pipeline a)•- O O T O U 0 N O L N 2 C O Q7 �w T E O O O wW c 'o C c C Q U dao calr C a) N o a a N N O 2 Ca) OC Q. o C Q N N. -.L E @ . E (0) O c c o " ° O C N N O Q^ .0 N o D CL C NN @ c� a N 06 a L Q co 0 c N `m NO E o I— W U Permit Comments Refer to Attachment 1 for a copy of the current CDPHE discharge per Design Drawings CO -0 "0 La c a) @ a7 C co o s. N@ N O N O @ N O co co a U O a a O cn to N as a a) 7 O @ Ta) nj a ETLQ.L N JD _C O C N a 23 O a) @ N a 3 c Q co N N y0 a @ mN C C L 2 a) N Q @ • ) 3 3F5 ad rNa) •. L C E E coNa .O cg r CC i) m @ 0 =^ @ c.X a) .� -O a@ L C U @ E 0 G N a 03 " U N -a N a) N c G N co C ZE N 'Eraa) -O O a) N N c O 'N c al a , N O) m e .c) O_ z3)(.0 h (pc U co) C co' N o@ y .co G ,._ - o c w. o �a a� C a) N R C a E C CO Q > a N O a w N�� O a s @ 0 co O 4) G (-) N rN+ O@_ w h N C @ c N •G p N@ 'S U G U S L O E aa)i O C o@ _O .� N j F U EO N U O)N Ew a �•OQ N O N y U E a) c °'� v=� c c m> _ a) -o a �_ @ L @ (� Q 2 o 0 Q ti R a) s (n T Q) @ E 0 p c 0 c L 3 a) 2 O moa)CYL C o 0 @ W O S -73% H o Q oU C N V 'o N a) C N'- C y "" O C O) C _L.. 0-O _ J co > 0 'Q U 0 c (0 f0 0 §I_ t. V O Cn a) :C a.0) m o a E = c 0 3a)a)2N N°NE0C -0 3 .0 .s-. a V7i ,c "d U a) O) _ c 0 -0 (/) c o) N • @ (6 3 C T a) @ Vr C a) C co_ y= O . N 3 _7 Q 4 N a U.O. w c O N 'E C a7 ,' o c.c c N c C 3";�.c c co a o c c as c �E CD U) c a a 000� aEpQQO� 4'a U 0 co ,t .� c p ` L (0 a) .(0 L Q%-� o a) .0 N o 4 CL .0 co CC �. �.c 7� a O y O 14- U C O r.r. O () V O -0 C (ic O ON d �,UQ' O c c N O a) 10 a3 U s_ 0 (0 0 -o (6 0 . a) E r ELS 70EC O U , O C N U Q O co C a) ... 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Fo° 0) -•a)0 -L -0.C-o o,E `0 3 oLfl c a 3w N c �" m-o•a) -o To- E kit -c J L a) O O O 0 N E > C 65 Q o 1.1=6-) N o) Q 3 N O 0) 2> o �� m.3 mac 8 o N o m Nna N ~ a7 u) S@ Q C N r 36 C o) i ,� a) -o 0 C O 0 4) m % 70 .m •3 a o o 0 cc co ° - ca) _ 3 0 O 0 c0).2 L 3 E Q O o o) N C O O O O a CO 0 E U O a N .O O ,C U "0 C a) -00 a L �4 6:2 52 $ f O C c N 7 0 N co N W 1...:� '> > N 3 >O E 'o O N E w N U N C O) CY ..'c.. r0 U E_ C x mO c a) &30. (0 N N N •- L 'E @ C 0) O C W -0 7 O y Q a .0 F- E O 7 .O .O U ai o) 'T.0 O .c co) co (0 _c a a c m .0) QE o a 4- LO 2 C 0 as 3 E N caU o.N 30 N Q ( O o a-0 0 C°-8 U 2 173 "O O) co C -o Na) c N N 0 0) UF- O a) _C 0' 3 0 s_ O O c Q a 2 'a (0 Qa E O Q N 0 c 0 0 0 0 Q 0 O w c N ® - N c a as 0 -o O W O O +€--c 6 CL N c Q w_ %:§\2 - »2» /\)r,to oi 0\\ J\±g )))ƒ\) )0\7[ kcƒ7\_ }/30- o` wOoo0 0.oaO \3. _ £*2(rc -0\) 0 \\\�/) =%&7 ~~a \/_\_ _ )%Qa _ §{y aƒ0 o_\\\ Ea_r/\ _ % /)/ �)a 2) [ x22&2 $§\ / co, /()7/ f)/ ��\�� ®!/. ]\a { (- _ — {//y{) Co< \ \\/k)]{ Road crossing typical drawings are included in Attachment 7. Pipe material and specifications ) \ 030 co 03a » Pressure reducing valve locations o )/)� co c u'-/{j\c 20CL _F- o \\c\/ //f%) Shut off valve locations -cts 115 4E, })2/\ ca \\\ {/{/ \'al co \-- { CD 03 0 4.- a 2 2/fƒ/ ¥t2£! \/afEE \03 )\7\) {f)c E to .5 c 4) 0 co/a/)/4 Air release valve locations ell Cti CD C0 0 4-1 )j\) \4\c E{;/)j)*�m \/)4� -2 0 12 o ti)2f|} \\ } /\/5 Pipe and appurtenance details a oa C C @)@ 0 •c-° C '— 0 d O E 0 E U 0 w 'a U _a o a 0 N T O a O U @ @ m E L.- @v '5.) Q E E L c o 0 m 0 � Q LECC • c O @ Q a w c a N '2 O a) f co EV U w 0 - > U a > Plan and profile drawings am 0 0 O)L . 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H@ Pipe and appurtenances restraint details _c _• a m m 7 a E c'a co a 830't CC.)) a) o E a m i Q a E ao� - mo Q=c 3 m m 0 0 7 - Q fl.. a 0) a a) O) O a) O ca 0> -O.- L- W 0L.. - co o'C 3 0 °s o E 3 E a) m o 0• 9 a) 4� O Q m • 0 0) > m 0 a).:2, )2 CO W t .Q) 0 Q V U V h OL > t cno �QQ Q) li 4-1 a)E 33 .c Lmc m.c= m C2.- -0 a ac a 3 a) a a•- m .0 L a) E a)a)@ 0i• ) 3m 0 U a N tot • Q a) .0 r C .0. N O O).0 0 CO -0 c W as a)0) CE,c a). .0 OU o N O En L a) .Q E a . 4Q • m E m U 02 m E0m a 0 N Q0 o N .44 General Comments c '8 Li (0 0 'y 0 -C a -o a) -o o 0. 0 O 0 •Q U O r 0 o 0 O nN ('a ro a) a) w O a @ E O -o ` 0 c u a E c 2 U O 7 L @ >' E 2 a) 0 .E a a a X a E 'Q 0 @ N 0 wc2o@ c d o u u- o w a) a) a N p•Q C • X0 U 0 0O LL N@- c 0 0 "Co !-' 4 fa E 3 @ 3 o c o.0•s N a 0 0 Q E 0..- O Th0 L ▪ vLL a O '- N CO 0 _T T L. a@ a = a) •C O a O c a) N c Lo O O O) CO T w C i °" L .L-. ° o aj w .0 y 'C 0 O +�" @ 7 2 .L- .r. 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O .- .O (� O C O@ '� O N @ C@ -00 O o 0 °o @ aa) o o) O c'm„ a0 aai uu)— - oL o 2 j 0 y 3 - " �-o o E °w 0o 02 a) c a) o Arno Oa c o o �'a rnw 3 E mm o ac E OaL� =Q �a c@ CO m U° a c a -O .3. a.0 L co @ a .N L 0 7 -c, °- N a O @ y a V) @ O '� O "▪ CO O O) O) O � C U . @ .L. O N m o 'a _o) p 3 v) a u)° U O a 0 N N m T@ 'y C fl- c3oc3w� aw w�_woc .0 co 0@asEmooc`oacna'8' �° E°)`)flcoi co) T.- a @ X co c - E° T 22 „ E° -Oaw • y oy' O -EOa E @ it E 0- .Y N A T E O a .0 .0 y@ U 3 a@ r ,L w U.0 L a .�•. N L N ."N-" a.0 w O i0 O O Q O U° 7 CO N vi 2 mea EM 0, a)>,3 TC '�'@� o aN 3 3~ � a'� o ami o c N.y.3'� c c @ w O ° o c N@ C O o O) O CO p C co O) 0 CO T.c ° U TY EO 0 'c Q O C •tO N OQ M co 9 N y 7 °" O U C N E c •-.=o'v o)'- a O: L. y r E 03 =.E L@ 3:.L)n= °CO C a o N.— N .n O 0 • 9 C 9 O .aa (6 N .. 0- O N .-� O C C~ .- @ a O O .V 'N O) O ¢-c:-.!8_ O O a OU 6;3 y a @ .? o a O T a O O)•u) E T U O C O U C L @ ."C. `-' O j .y °'-C C O °�cx2o Ea p.c@>y� w@@mao>°pm�cEyoa)caai oay@'��o a- °- V) U N O p c C 7 a 'y y 7 @ C c 0 O c a.- 0 3 0 0 7 .0 @ i O a> C {y .- " Ncts) 0 O = t @ c' 0 3 0. ,p C_ N a. O@ a L C s N a 0 3 .° o co w ° O@@ X O 2° L E L L O �( • -c 2 L .O-• a 0 N V- L@ a c a O .� 7 O) -,7;,- O to L w O co,oa0 N N ccoco f/) E L w 0 L o_.0 H@ H H D O@ a H v .a5 O O a E a 0 O.L.. a w .O, d U a) H O L Q a s H it 0> >(0 as as 0 �> m L U O C @ O a. N N E C N C U C U C j O >' a P N N @ N a) 'LO c 'O D T O N U - w N U 0 U @ 475 C 4a. CZ 4) O N •C > O L C O N C ca N co C 9 -c W o marc ` o -o T (0 N4.+ @ m @ a N Y L C m O oN >`0 7 d Q C) 2 N U C O N O m 0 N a coC a C J W ATTACHMENT STATE OF COLORADO 43 '� c o0 ui o T 7:3g 01 NNM(QQ '00 d❑ON .0 i N o y i lo 4 8- ro 0 ro on v v A '> 0 en N .4" 0 N .0 y • 4) N ate' U u a"rS y o p' 3 o (�y .S7 N N 0 E 0 in G O O y0 0 NU E O t''"' C u Oti >' ti N N c y 0 vim. cs i0 q N 0 T ,%J- 0 , H P. f6 N �y �C N UY. W N N d0 T '''�4 oO c O Jco.U N CO 0 f� • "- y do 7 o3as N tUro qb ., o -•C7 o t M o O c U N .o yOLc fs2o 'a o kr' ? ^y ; o �.>N aqcO n0 ; 'dig I, >a 0 b hod U^ ? ooo z7 o `"0 0 � Lo OF '� av' '�U z-cl U UO"8 • 9 p ,�o y Xy $ o 0 (›.8'' .9_9 v d n y c40 71 ro� o o ti v C ' mal QU0 "QjOn y a_o N o ��05 a N " N U O 3 sac c;1 U $r. ro �U �, bm e Li Yb9 to ow >,vt an" -'>�vrw3 STATE OF COLO 4,1 Certification Number COR034840 This Certification to Discharge specifically authorizes: EnCana Oil & Gas (USA) Inc. 0 0 0 t 0 0 O a b 4; • y '_ '-I NCO .b 0 U c a '" 0 0 0 " 41 CD e4.4Q O 0 0 w 2 2, c3 e, 1-1 h C�" < w•0.o o • 2 V til Cj C 1-4 g4 j ATTACHMENT 2 PROCESS pp iNG ANC IMSTRUMENIATICF III NCIt 01T LOADING II ' .,,- : 2O I) L:r 2201 33069 ss 1 PaeGni app .P� x ENS s 2:e 02 r'e 1ra<AII.. PereGrine )) I Ma. roup =oCEE.., ['PING AND Olt,TRUAlikrO. ION or..nv -.1i 0 ATTACHMENT MEMORANDUM David Pesnichak / 41 a. Noxious Weeds Weed Manasement cti \ Ctl \ } \ j Reve2etation Plan ATTACHMENT 4 2 0 2 0 D 1 I & MANUFA TURIN FA HAIM Nil INA ;14:1:11*.fillg 44. 0 E;1111 g g TABLE OF CONTENTS 3 - JOINING SYSTEM PRODUCT DATA 3.1— Flexpipe Fittings 1.1— Product Data Sheet - FP150 3.2 — Photos 1.2 — Product Data Sheet - FP300 3.3 — Engineering Diagrams 2 - TECHNICAL 4 - INSTALLATION 4.1— Field Construction 1 Transportation J O) C •O a LL O 1 a C N O N 115 y G. oC N M V' LC) 6 Tracer Wire 7 Surface Installation 8 Cold Temperature Installationion an = fr 1/43C •° n O al o C • R 0) C c LL O r r tz C a V O M y C O 0 N I. % H N N y • O) CCO 0 .43w • g a i a o cci. 0 0 c) r N M C9 O. Q r N 1 I .. N PI N N N 12 Field Pressure Testing Procedures 2.4 — Performance 1 Pressure Rating 2 Temperature Rating 3 Chemical Compatibility 5 Ultra -Violet Protection 6 Bend Radius 7 Permeation 8 Expansion/Contraction and Axial Growth 9 Collapse Resistance 10 Cyclic Pressure 5 - REGULATORY 6 - APPENDIX 6.1 — Appendix 1, "Chemical Resistance of HDPE Pipe Resins" Pr pn a 0- r-• / 0 j u ) 1k w v [ Hazen & Williams e=0.000005 ft or 0.0015 mm Darcy Weisbach k no £ # i q x m ) 5.00 I ^- ¥ w L R 2461 I ' e ®c ® G q 11600 I 1134 2500 $\\ § % = CO r ^ + \ 77 ) f 2.4 - ° N 2461 \ 2 ) 4 I 3311 7300 2 4)c § / ° e) a < \ ni R 2.80 7 ® Q j 2 4 0001 )% r 2 2 4 2767 E E & 77.5 r ( _ ( �2 CO 7 0 0. U { 2 \ \ f Metric (mm)] Imperial (inches) { { \ k ! t « C. { i * ± # ] _ + `c Metric (kg) - \ Metric (kg) k } { Imperial (inches) { u { } 2 Outside Diameter Inside Diameter ) Min. Bend Radius (operational) Length / Reel Reel Diameter Reel Width Reel Weight - Full Reel Weight - Empty Fitting. Outside Diameter ** Fitting Inside Diameter ** 1k w v [ Hazen & Williams e=0.000005 ft or 0.0015 mm Darcy Weisbach k no £ # i q x m co a Y O M cncn 0 L0 Maximum Operating Pressure @ 40°C or 104°F Inside Diameter cC Min. Bend Radius (oper Reel Diameter Mac' kacarJd Reel Weight- Full 0 Hazen & Williams e=0.000005 ft or 0.0015 mm Darcy Weisbach O O O w a 2 - TECHNICAL COtin ti) U 00 o a n E N a) 0 N• E Lia L c U O a 3 3 co F y • 0 3 .0 y c E n o PO - U U .E :r Na - = L 0 = 0 1- 0. 0 E 2.1 - Design and Manufacturing c. The fiber allows for high-pressure applications. a y b 0) 3 _E a) a) 4.7 _ •O a O O 0 '. t.O Q „c o 0 0 c E, c) E w $a) E N F ' N CU en= 0 Ca o C •- •C c0 � 0 Ca" N CL 0 E O d U V) >. as V C. d N CO p. U N O 7 O C CO Ca _ d LL$ 0 C y Q U O` .G O -5 L LL O _C O ai -o • E O r L a) L 0) — 0 = CO • - 0) F_ ,-. .L.. • L N _O - N @ U C G 0 r--� i=I D fY „' C4-15 0 cd N> _� E v y V• CO 0 O CO r •N y 0 O O C •0 01 > E y cCO 0 • a) c3 m ca E 0 m G O N V1 O i G D= N O a d N N '1 O> en L O O .r E U 4' O a N E N C .� E C _N ,OG ( '-- y .E N 13 O E C 'O "O N TO U o 0 H C cd U L C N r+ co CO U N L •r1- a) O a; E C.) A ai m a E c cu D m w m D y n E c G as Ca ='E o v o E N c m" a N l E c ai H CU E m ai a m ` ca N ,L..•0 ay nE N a) O = ` a, ca o )< E C X a 0:1C CD — '0 c n OG U O d - c00 y O LL G Ccu a ca O U Q C G 6 =44) n O) U O o,� L.,* .6n- E x O_ O d y '�i a) LL• L 6 LL m as d ch i c y 0 (1) A U OC C1 �.-i N +L' U O a) 0 -`L E R aYL C22 N N a) 9 U 0 CO i a C •40 C CO C G w a a7 0 y O 00La CL ) E 01 aa)) m m o) aa)) lL E 0 . _. a) E a) aa) 0 D O i O D 0 OU y - O U- a) as o U N 0 L =E CL O Ca O LL 0- .a 0 O) 0 O G Cp G 'O •7c, a b- a a a.�i E 000 C = 5 0 az 0)0 E D Cin 'O 7 y G 0) O O CZ N 4-, i cnD-C7 CU C N •� ca L D > o V) Ca a c 0 3 • c HERMOPLASTIC LINER E 0 0 CD . -o N O co a y a m m E ca c n O. C G U .a Ca 0 N O w+ O. - n. w CU )-C •... C n a) C L a) a 0) O. _ i:� O O_ O CO •� CI) O MI C N C a '' d Cii: 0 U. O C +•' @ U@ `� U @ a @ U C CM O' !-" 07 a) n i @ 0 0 C). U i7 y @ •S a) 'C @ t e as - E.E.ocsr c0 oL 0 ca E m '»uo a) E o n a @ 3 0 c c'' 3 Lia @. 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'o y co Q1 C En- o = A c�c 0 L r O n D tf7 O .: 0 X c a• a) •— a o. co a) a_ o c .- o a) c o f• L �` a) c Q U '. LCL 0= L 0 E fl y d c o w o o co C o d fn p N C E C �. V 0 al m `a y E 3o E Y o m II n o o )i o o c d c m y '� y o .- p 'ti U 0' a o> > C 4-. o h m •� p m ca y ai `o m O. Lo COc a) g3 y .c7) Y rn e a E c m c�a w N L.L— . 0 dO a o`. e. r 0 n < M 2 y E. w w co 2 o coca a s �' v cu c a o ax) Q a. .0c r c'� a. .7.; J O W Co) v) U N N N LL E Y .r LL ^2 Y H H E L2 Y. lV a C7 9 7 cn I- X O O O 3 ac -a, y CZ cNa y o o° y 0 "=O y on C uj 0'00 0 0 0 W in C0 a N C C ce ch 01 OL O C"i = •E O .0 N O. N CO C O O A C— C d Joq a) s E en D: p o. L 0 C 0 '� O E i i a y VJ C an d ?. y y C G p U cite n y O C L C O O E it :,°1 �.+ re mE a) i C E �. 0 LLL G C L N> 0 EvrL Oon a = .==Ch yCa) y;. yd w N a7pG d t+Ot cd r• a) +. y _ 0 y a E 3 o L aci L CAI CL tei +" {H 3 0 C ti Q) C U a) C 0 N T p a1 `� r C D a) — O U 0 O= -. O. V' N 0 U d •a N 0 = al en 0 U C c H 0 CO F- Q a) 0- E 0 0 m , x O 03 E ' t n a `° a�. '00 C U U n N 0 C C 3 o _ O 0_--j p +. U 0 a co 4a<O v) V) ) 0 H a) E El m 0 a) U fl O, O 10 IJ- kow al U • v) CI0 °)Ca 0 c e a e) u•E a E y CO v CV. o O. c= U aa)) o C •C e x d 0 D C C d N L C p fD N d .C. D D e_ o' 0 0 L.L V y0 f0 `O ..0.. p �O O acts N: a R e0 a) e0+ 0 0 N D O O S O T •w%+ +' c ccs is C •+y+ U Q N U .0 �} 'a'o 0 m a) to a) D a m y E ° V E E a v — N L N 0,o) tca x ro E L L O E 0 W h 0 (a N Od• a) .0 a N:_ N d 2 '�. L LL EO �.+ /- E +-+ �- 4 r C U N cC 0 5 0 N C a) c C •r to U E � � � U N_ TL 2.3.3 Water 7 API RP 15S Recommended Practice lor fie a ZS w a 2.4 .6 Bend Radius 2.4.2 Temperature Rating ) ? y a d L cn ..- Zr V L y r L A d `� LL N LL • a tO (6 ▪ ell C O _ N W O C co T y co ~ •d C 0 0 en a a_ v 0 C (a E 0 C.0 o '0 - E v_i w `o p U O E y L cd C. aS U d 0) 'y O a,Y°nm rnE�Ld 2a� o y (a •a n ti " 72° y E m :o 4CU '5 m yu. n= 0 Ea cn a¢ E U N T- L N= X O eT N a) L co O i U C •0 L r. N y = a G y O ,^ a) fa L , 'C y V N GEu. U (a am, 0 LL c ro "O O N > 0 _=._ 0 a ro cam) a y c ___ ' y d c U E �... y G E V, W 5 eU 0 cm cp T 1 O. o N L O N U 1.- • O N C G cn y O (a 'C 11 o U t o eU 2•- 4"' O o a9 y N N J N U N CU O C U o O y 4' L O G O U a '0 E = O O..V Q NU ca O c, +y+ 'C L G LL t'..1, -- X E O d d N '0 �` y U as a0 w (a E X n d E N p (a ev N L O9. 7 t N aa N + C E H IC U LL if d y c E E t C� cE-mn�vG rt. d7 61 e U 22 +=+ L o n (-' E M n c E 'a E i cn E� F CO U o. d X N N O N 2:0n n O CI- L y T O. 0 L �C C d 0 0 .= .= ts N V' LL F- 4. .O (a w N F— CU 0 LL. C ea F- 0 ¢ M O CC 0 • c `o • Ca (o R) N CU In0 FW. Minimum -bend Oig � ,_'3 4 Q �x � 2 O x N N M C) N Q 1 2 E 1I: m o Rc_ a$ 1 g Q 0 o 0 v 0 c 0 r - I 7 .1;12 E 4¢ P.. w Z o N - ca - N A $ 4 N o2 4n_ ihcn en k p,n- 2.4.7 Permeation cu co °' ti 0 C L ++ a) ll, 0Cti r E C. El G E U y O a)O o G_ O d C d 6 t6 H E d 9 d o J y y i T to G C LL L y to F, y O O G 10(n 'a . 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G 9 d d a •o- > O T co O E C CZ N 'O y cd C a u w oa o (a E E en y Y G d on• 3C y "0 U a (1) MPO fa m micrs C G a.I, ma L J a. ea a) U G V• N L s a) LL d a o U d N LL 'O N +'�- 2 8 Hqh Density Polyethylene N E I w F r O N XN s co *co Ec o a ro v w as + L N C O c y co W i y o a CD - o a �' o o c m m < E 0 m` t T `o E c a c c o o `' T •a o E a1ea as h a) J J d C U, T N CL a) y n E E G V LL U Pi E .`. = U m 6 . Y.. N OS v O y Q X o E E o +o. CO vi m x •v ,� v m Q E .a3 o c. a ao ,o a� LL U V c8.` *— O .c c N >' o v C> N ca •0 y C 2: 7 1:7)! 1:6- OaE a Lao rco L • Ed O a 0 TN a w0 L O N - =' 3 c0O�- o vio. E U... c avia a t oLo �°c c CU 0• . O C LL O _Ol myUya) 'j- , . 3 r co O dL (a LI LI .- yin c v a7 = 'v i m v al a' ccs ......as t a° c a_ n O L V N N° E a N O fA ,c V O �j G N y �' o O O N N O O C O +, L L O. aJ ` .f+ N co T O 7 y N y w m E e 0 o 4 Y O L N y y} 'N O V Y XII 0 0 O. C y r C PO •,-;", y N g O t U L N fU0^ CO } d 0 N c) N c r. N CL r a O r 0« 1 m .• .O CO O. O L. L L L i a E N O- p, as as o c= _a CV o L a a R m o. o. o' Q r a v a ' y rn a Q E C.) ..= � o +- w m .y y j y+ L o o c 03 E c LL v t �i a aLCD �i $ o. T E o L o— a o o- T Q No m .0.! Isl.!! ... o r- la y c _a. 4- as w C c a (yC a G a X 01 N C N O O C U U O N '++ L d N a O a d i:., O N Q. O �,p V N 7 G'N .O C C d _92 U co U as C t E CCI ca O. n- col d _ Co, CV CO a X rtE a E w n trB d L n o rea. cd N E o N N Q L LL a) ca �i L. r s a a 0 G. o 0 N LL 4.' y ai L a) v.> Q O. {L' d co a7 E 2. I Ol a L w nX W J U. 3 - JOINING SYSTEM CD o .0 '0 CO $ m s- ‘15 a> rn 0 C 0 'o 0 C U O pI+- N y E; O caE a haiaSN` -A godoca 'O N aC 0. 0 C L= aTr, ro'r c E E y c?9 .o o C y ° E .� a> t 'o 0 E o -o 0 i' C :: 0. C u'> 0 a 0 0 0 o. c c _• o c• a t • —1 .0 a 'c �a ° -0 u. 5 m Fo y K r d LL H a) U-0 C N V 0) w 0 m d • N C !in= C Ol N �, a O F W 11 Cp . 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N r pill' 0 N L L.0 0 G p c = c E n 0' a) r ca 'a 1 4) y 0 0 n a L= 7 0) 'O CD U d 0 43 0 71 ra a) as aro as col •o - c d 0. --. o>cf, a T= a r 03 G m N L G •d d L A N d C T a) — F c a) a a) a P O d E a ,.. pad c0 O 7_ (O J F' Y y �0,. O a) N '� O N C 'O E co 6. L �• o C :0 'ro n � � ud. = = 'c m 0 0 a) 0 U c L ca oe m .0 L^-. 'CLL 'C x m avi a 7 .«• 0>> a.. C` y N� O. N O 07 .fl U 0 0 0 a CO _N N w 'C= O N L "a "O co y �.,, U c U P N Il') O. Od. Qd d *� 'a LL « U P E O 15 0 0 +U+ `61• d L O cd +. ca m E O ,- o_000==>,-1 N a 0 U E O D U a) < d O N •0 .0 =0 .L-. .L_. n .4 LL N CO N 0 CZ .O S c 0 4.1.1 Transportation j T co N •O a) O) a) 0 N c N c L a) o 'O c •C O ▪ '- � O m o o R `� o o n a y -o •a en m �) v d p w m :: o1'n o i L_ c N a L +• O N ` G { ^� >_ N 'O 0 fa a) Q L E o•0) — 0 p a) U C/) t0 - 'c C C 04,1 'aCD rL.. a0. O '� E a) ¢ o n a o o c' a) ca E o 0 :: N T d O N N G f0 N f0 -1-. U N U -F. o o= p L O N 'E C. e L a) ca 0- o o a a g 0 0• o m- a c a c .`' a) a) E c d 0) R o n "o' 4 0 E 0 0 . R• ' - m a) 6) O U 'O 0 LL L 'U O. O y 0 •C O G r f0 N` F- of =• L O 4 .Q 3� CD C o o n@ o IM c +� c �. E y a vm en o n c`d.� rn m n. c y 'm .`—_° c aci 0 .0 — a) d to -I-. `° d c • E a) a c E o n 0 -J !n a) m m " i W X y 'y .t as N 'y 'O T 'd G J t. H d a) CL O r t•' - 0 N 0 N c y G a 0. a) cC N LL -C" L w d N C d E co a'oi a o o c `.)) • a a m t, y yO •L c aN) ° '0) i O L = 7 N a) crn @ E m a ccs .0)0 E N .o o y o ft a b a u a o> N U O c U i.. N 0 9 " •p cy 6 i) N p U O CD c 0= N N c O i O c O. a G o a N .E d O y t O p O. O d O CO 'O E 0 O) a-. 6 N d 2 O U c N C a) • Y a N N � Y C co L N E D) •C 0) p= 0 `' c amCZ i m y �" ._ m 3 0�. LL •E 4N) c R '`-' a o c c u) o � °'�C�9cu aro Racymd o rnac�Eoo��E y .... O y O d C F L 'd N +. J O) d c a1 U c 7 a) E `- o. ao ;F 9 c' 3 c U r „I.E. 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WIG 8ZIS 2dld uinteap situ Jo asn Bans Jo ;mai u se paaanaui pupi ,Cur 'n Santo! ao auwap'ssoi .Cue 'o; pa;iwii;ou;nq I2uJpniam '2wme1p sty; io asn JO uodn aauBIiaa Situ aq}'Cunt ,fuu u aq •aui swa;sAs adrdxou Blom saauu;swna.ua ou aapuf I dO 1133HSI :1HOOM LGI:31VOS 7990-b0 CN'OMO V 3/IS a2Sia 006 NOIIdlaD9lO '03U91HOad SI' )N: S W31SAS 3dldkd li 10 NOISSIWa3d NRIMM 3H11IOHUM 31OHM V SY a0 00'4 NI NOIUOflCOad]a ANY 'DNI SW3ISAS 3dld%313 dO HaadCad 1 OS iN±SI ONIMVa0 SI141 NI 03NIVtNOO NOUVWXO1NI 3141. 1VI1N30NN07 ONV Aarllladoad S000; lYW10303JV1d BeHl 100 1VWID303JVld OM1 930 1 i :6V1119NV zen 91VNO110V213 :9DNVa3101 S3HONI NI MY SNOISN3WIO nvc xnN NO11,0 0530 MN 9 5N 9 1 SA 6 a d i s x a s so-lnrzz Jw a3al3H0 NMVM0 H5w'i IVO 9WWN 1'V1131YW F i AlNO 30N3b9d3e1 2103 32111 SNOISNJWIO 11V 68'Z6 00'88 00'9 Z6•£8 LEE 00'9 1.17 ZL'08 00'9L 001 8Z'0L bb'£ On' 1.£ 06'08 00'89 09'8Z 0.17'8V 66'£ 00'£ HZ .d. IMO 131 INIO .01 WIG .0. via .8. WIG .d. WIG 3719 3dId :31ON •2mmuap sly;,;o asn qans jo;lnsaa u se pa.unau! pup{ Luu 30 Qanfu; .10 a2uwup'ssoj kue'O pa;Jw11;ou;nq'2uipnIau; '2uin+u.ip siy; Jo asn ao uodn aauu;;a.i Atte ioj /Cum Atm r lull aq •auI swa;safs adldxajj mm saauu;swnaa;a 0u aapr w - N .L 070 C 'c5„ C L— 'O' t '00 O C C d 0 0 C o ca o u v -- c c =" z Ts c a>i m e ` m i •3 _o e. o c n 0 _o n • •.- a ta 4::::c - .g °s N n c m ° o O mo c E c c ni c a n L c o a c c 4 axiC a yN yO Ndwa4+ 0 9 p a'+. •0 N" T L O 'a +•+ 0 =Q tiO eu a 'O •0°) e° — C .- z a0- n 7 'O O ea 5. )C o L a o mMLa) LG wE oo c caL�?• m:o aGi o o c L o oa c a' E E o E oc NLL. oO.0roO LN L '� a d •O. +- d U C 6L)1 e0j N y 0yp7 01 C cc U "" O 3 ea N E r o. d •'O 7 i E 3 i 0 0 0 C co E d .... U •O 0 O C E C T 0 p� G_ 0 T N E d N O 0 0' a"' NON O O G O •C �O w cC y0 N U O a Fe) O fa O 0' �-' O 6'- •�;,, 0 ,C N 0 0 �' y v ea E S e� N T � c m E .a ; a °) 3 CC °a — c is E CO •1••• 17) E m m co_ caw Civ E co a0i N w stc) ai ea n 3 a c °�' ▪ `o cti 'c ro a, 2 a •o. G N 3 O N C77 °> a= en c a '� d o a`i :F d La 0 ea 0 O 0 N 0 C �• r-. p .0 d C> La '.l.- E d La ++ A y o '-00 O y G • 0CO sy a o O °E _c a� m n m '3 •� y „a a� +� Y y •a L a� a° = L "-' c d y m iii > rLn i a .t- ,� >,@• m o. & E ." ca c y c a) p +NIL E 0 0 0020E' °c, a a) E O "i _ 0 0 oOJ n c n v n p E y� c i S.• a c .2 m o _ + 0 m a o °° nil! o L iia en 0 0 0 2 m O) 0 a05." L ea E a=•, c) E o f 0 0 0 aO•, L aCO L.+ H 77 lira N L •V) O g 11 N d c n ,a .• •E E i N ++ i.� C Ol t+'a ++ N '0 ° a 0 -' c a 0 c y" 0 A {V a> — °> o E c e �o c o cis a d 3 {�a�.. 'x a °� •' •� .E B. N i d i"' O 0 a • O c 0 p_ 0 'L'- ' > L V) 0 0 0 C L CA a] (u d C>> 0 0 C °' E N Y.- 0 7 0 E C o t J 0 d 0 O d a p fwd = C O E N 0 0 6 0 p L 0 C 0 L 0 0. L L O d 0 0 j-"' C fn 0 0 L H d ._. H ..., 0 U - V F- .4+ 444 d .O I.L. LL I--, .0 to ...+ G 4-, @ L d L E 4- �' V y G - 0 L e) Q a w .o ti 'c ¢ ` 0 w ti Ca i XF 0 L 0 ni> O ,0. E ea 9 c m 0 3 r., r y0, a) 0 0 }, G ea G O.a, o o 00ONJy� y E p E� CDs LL ° 0 E c I d CN NAN N .52 .y aL m CD E 0. ,_, ,_ C m. U C E y U 1" N 0 co o d _E 3 m c c LL E a ea 0 0 o c O ," LL N N a � @° ca i C E G 9 9 U w N O O 0 C 0 0. J 0 ea ..= LL N CO _" 4.1.6 Tracer Wire a) g i a a E t m t- ' • `�n.-, a v u -a0. 7 5 4.1.8 Gold Temperature Installation co ,,_ L G .0+ 0 w U O 0 0 49 _o o • O a a i L 0.O 3 Lj X N yL 3p 0 O C 9 a 'O 0 0 y 0 L 0 LL a,•, 0 V a C N U> 0 C aN„ o ,� >, • 9 Q co O, E U 44 0.) L •� o o •3op o ,L.. 9 0 n CZ C.) R °o' ", R 0 0 0,- N COhiCO 0 V C 0 0 4 •3 aNi •s St E 5 O r0 nL.. U0 '0 G -rJ' C 0 0 03 N U y N M o, C = 0 >O, O O -0p O C Lrt f. y 0 C,i CO a 2 n N y L 0. 0 Q > C 0 CT Ol d G a O. 'd L G 0 a) O) G •0 0 Po.- .== C 0 L O E 11 N== 0 LNO 0 N L )- ?, 0 0 N a (V N coc..: E R 0 a 0 ▪ G �) U a a 0. a) .c = m 0 m a a E o 6) a N o> '_ aEi o1- — E N a X N 'g E r L a m c N 2 d 0 CO C E S: E T 0 E 0 3 a., _ .= W 0 0 Ci) 0 a- O 0 d L R) E 0 a` E 0 0 'p 0$ U O) o v a0i 3¢ a a) 0 o. = aa, m-� 0 c3 0 Q a) a. eu a aEi a °' E c °) a `° E m n o `�° "- 4=• 3 0 Lca E a at,) a) G 0 +0., C L = E °' E u - I--~ -c •a m cp., a 2 P. Q cd 4.1.10 Tying into Steel - Welding 4.1.9 Buoyancy and Pipe Weights 0 Y o a ted„ � O y O r= 0 Y 0 O N c 'UO O3 L w0) y = C 0 N 0 j C a ' O �.• R) = • o y c) r= o G E w C O a) a) 0 L 0 = O) C N Q) O C NC "= Ea'•aa.y a o 0 - • r ¢ «1 N ' 0 0 C g m E- c E m 'p, E vi E a) 0 _C co 0 V) E L O t LL to •C U F- 0 LC Fitting Installation CO 0 O) T m cZ C C n 9 p_ C O Ua O.O tCI) J LE as O C CO C` a p y 0J y0.O. IL++N 0O.6 C'6 = O y a) j Tns4= Y .0 N 00 E.UG CU NNNOCOO E L .00 aiyL LO C9 N i a) 0. A C O U 4n Eaia.E 6 o U p ON y-09 a)iC.� C CC) • -000=0=0 N L N Oaj Il IIN 0 ▪ y • O L Y .O O O, CO m o 7 0 a N -= C N .0 0 Y C of E •' C C 0) Y o. 0 0 4-.. • 0. °'m'�a E20 c a �- cteca o 'o F .0-,- .�' C ayi "t' eaa Q) ▪ N U y C ca O U d1 a7 U a7 a) '' •- C E ,O. 00 = N a) O' G 7 a3 'G_ ra C '- N w 00 'O ' ) O. C. > N O U a) 0 O. O C y C C X Q O U C d 'O O. dL.+ C O. O N •avw Q Oc E m 9. O•ti E oOy . O = m •6'20 0 - a,X CV L E N n • ci) a)amor E -00 . 0 n 0. 4. O ▪ Lii U �__ T a C L Y C T. O 41.111 CO v0i 0.. tpp o a. o) Qi Y >, c.) >1, Y 'p y 0 = (.5,_ y Y 'O S d "cu L O ry+ E �i O Y O .0 .- LL. Y O d y O E m L O. o y o m ECL ami a • d y ci, i ...CO 0 a, 3 3 w aY) T' o p `m .c v� 3 0) E Y • a E 9 0 ▪ EE _3 c cc)i 3 O. y U ++ 'O O C O i V 0 0 czro _ Q) 0 Y Y y an CZ cD = a n. N N y O C 0 a s (p O Y O. C O Y a ofaY _ 3_ as 0.xc E N X•c h fa Y V LL. 'p0 O 0) - O J EO Q) W• ` E N COI' ci.`Lcy q CO Q) C E a S, L 0) O) O t Cz C= y E O E fd 'ij d y •++ 'O y U C �a c°).) •c ayi y o ami -oo a c t 'm c • a ,1, m= CU 0a.aya— 03 yCyC 30 }.5 `a i CZ 'p °� c"a r a) r r a) :aa +°= m m m as co v y" > E y c E s+ 'm o p g- it .' a E 0 m e a a) • a 'U a L '- ,r N a) 3 N N y �, E CO O N C o d y U L = Q N d w 1- .0 '4- = al » a) $2 en 'o" " y .Q •L �- <Z L O) 07 E fa O Q1 Y y R 0 a) N C L N C L N .� •N O n '- a L O. 3 O ca ++ Or+- LL CO Y �} ,k C N ti c dcs O c D E o Y m o L Y L- c., ca ay; O 9 [a d 'O a) 51 N 0) to 0 o c�a n u�.. E co) a O. n - O N V 0. L LO art 0 0 2- E E 6 0) Cal A N n E N a a LL ti cia Q er,O h ti ,O CU k ro rnvst c v � m R o $ N O of S. 6 0) N M J LL g th u. w a `L X U. 4.2.4 Methanol Service 4.2 — Operations o a O. tt t <11 N a d 0 a N = P o. ca 7 L m a h =n• w. c'�. L G a�Ei E x Vco . a 40.1 00 N L .o p 0 E c 2 2 .) c E o O N L `0.'v E d L .0 a L .1-, N+O+ 0 CO 01 LL • .o .0 1, c c o'E ca ;(0 c d N N O O �' 00 co r C L_ O 4. C L E . U L N N Q H D O C Methanol can be used in FPLP. o as TS ' .Z m m E 7 0 O '� aN.. co N C 0 `` M E N d (d 0 .0 L Ow QL Q CO i s a x w N Cr 01 7 Ca 'EL CD lO i) d O' L0) 0) M L LL= y Gil lT a Y C C OL a cc,, =" 0 a 'O 0 .eth cQ� � N 0 O 0.. a. etEcu 67 a o a O N N .5 O1 O O arca 0 N °O N C N L f' N y 0 .a = g.C) •'O I. ` d N = N C d N CD E C L 0 c a E tOmE 4. Lam, o N cn i N d C i>"an = Cr' V LL LO = co -0 Q E 'Q 2. . 1 LL oa_ 207 276 d y '�• LL d9 N M 40 a__ '6OLPEOo 6a5E m Lti (M r.LL Flexpipe Flexpipe pig pig diameter length (mm) (inches) 0 0 0 o co to • N (O N (O V N co O^ Q o. d N 43 K 6 E U N N (O •M r N C lL y V N < LL u- LL a. W ti LL N h p V 0 CO CZ 0 0. ,0 vi 0 = d O 0 • U i yN C • 'O j y CD 0ac 0 f0 •-•.. y C 41. C a CO LT .=. L C Q W d 0 0 = G0 d _ c, 0 x in Q E C O d X L Li y C T N N Cs4 0_ .� Q X ie aco cp c., LL 4.2.3 Static Electricity 0 y 0 L .9 a a (13 CD ca t- 0 = d I! = d 0 C co 8 QaE o w d QO11 N LL L o 'O L .Q C = N = 00 C d 0) E0Q Q C a N � C � C O . 0 LO 0 a Cad C Q C to E p1 C U = 11:3 C Ca C y Ld fq L 0 yO o „ U C CD O C1 U O)C U 4 •D' E co 1 E C11 R - N 0 rC N d. O d C U Q7 aCw •= co ms h- °) E N = E co E as m .. M' :(5., o 0 m 7 m co y a t y CC N U L.IM "0) Eaa y CD CE U' C v S C y O N I T N 'O x .Q CO 9 yCL) C N co 9 R y N N °1 W G :� "" 'C C O co 5 O. � 'E .�. C O CO U d x N o* co O) N R _O en O V"' it m m C e ,- -o a c C a> E d y C .y co y C m R Oa7 Rm UCZ L I J C R E as .L Pl., no. w o °x) t testi L1 a 0 Iro y a) U 0) O > h 'L C C = R y R T CO= 0 o C .—N U = i c 3 C T 0 3 R t N 0 0 O y = o E •- vi o o T •O 3 = > m a O " rN o C 4.: N TD N O. U) N •ROO. , T O R 0 LL 0 OP ,C N L R ,J jai �L N O. D. E C .2 O E •- ao E 77 7 o 0) O 0) N a c n E o 0 L) = a) °) 0) o. o co -o °) O. C e.o' x E T c o N N — LL y E C7 •= 42 5.1 — American Petroleum Institute (API) Applicable Standard(s) ASTM D2992 Procedure B API RP 15S Section 5.1.2.3 API RP 155 Section 5.2.1 ASTM 1599 Procedure A m ASTM 1599 Procedure A ASTM 1599 Procedure A ASTM 1599 Procedure A API RP 15S Section 51.2.3 e H 2 cc API RP t5S 5.1.2.1 n N API RP 15S 5.3.1 y API RP 15S Section 5.5.4 and 5.5.5 Flexpipe Testhg Standard N y Test Description Regression pressure testing s 4••• 23 co Lav -temperature pressure testing Minimum -bend -radius pressure testing S E 52 I N C N o N Samples -subjected -to -reverse —1 -bending pressure testing J B Venting -of -gases -from -annulus testing Impact -resistance testing ct O 10 CC L.. N U .E CO Y CO d O. " a TT g'a42 co _R O E °) _x y O O O C W O715 0. Q'7 O a O U N amid a s' ' c CD 0 0 - 0. o E •C U N U 4 O o o E .00 d a N€ E 12 o U .7 EC o Q O= C o CC O)+' 7 G 2 = c = m 'a) o CD E c° i•0. yo m OC y o E o Q v CC a> v'n a E o t°' E n +L. y ,d. r R E id R N N o E o d o 0 .9 a Y c• E O 2 to o= n E _ o 0 4 U a oo D' 0 VL- v' va) co L 52 — Canadian Standards Association (CSA) 7 a) O C L N -03 CO n 6) O. C 7 N H a) O C E U NO wO cD 7 Or 107 .1-. coco"- coyN co co a'C."-- c E to ` R CO C o o .0 ,., '6 O) C t. _ N ` cq ' O €13 3 LE O.9 .E R yty N CD S U m r C CO O D y i. 0 C C N E E R O• C N R C E E h 9o 0 7 O d 7 E' U r. a V N M p R co ^ISD O Es C .111 - CL d U0oG4N•n E Vj LL 0 d to . O. M M x no o C O G R 07 =j cL 0) o 0. C U Q N 5 3 — Alberta Energy and Utilities Board (EUB) CY] -70 W 2 co z a O fi d :O LT V=CL o- N d W p 7 :047: •aF •0 U o a) O y E a1 C O C C ., •O to tU > y 4-1 0) co oat Eo. °) w 0. aa) 'n 1- LL w Table 5.4b FI b a Applicable Standard API RP 15S Section 5.3.1 API RP 15S Section 5.2.1 a 1g P 0, s a Flexpipe Testing Standard Test Description atting-gas-leak testing Elevated -temperature -pressure test ng High -temperature -installation -awl -low- temperature pressure testing Low -temperature -installation -and -high- temperature pressure testing X ILIG a. tO a 6.1- Appendix 1 "Chemical Resistance of HDPE Pipe Resins" m Q a 4 x d. J a. c 4) 4) ^^a 64 ay,y F�1 0 4) u C4 u .E d U WEIGHT LOSS % SWELLING % RESISTANCE W 0 u n o 0 V y F U 0 V .o 9 0 d 0 M u c v 0 •a 0 A a' g 9 0 A z A z z 0 0 0 0 T 0 CZ, Ct ti CtoN RLoC Ce CL K K O7 U N. N. N. N. N. Z 0 V O 2 0 or 0V Z 2 , 7-ZZK 10NZ 0 o I') N n CKKKCC 0000 V 0 CU ice C00 0c' V 0 o CCC 1'azUZC C CCZ Chemical Resistance Name Concentration n' 2 % m e / u Q Acetic acid 10% 20% Acetone Acrylic acid emuisions _ Aluminum salts I n_ v'u n o G 3 EY i v C t Amino acids -.. o es Q Ammonia (aqueous) Ammonium salts (celatc.carbonatc chloridc.Buoridc 10 -25%. s y, va V r Oa0 .o< r'E 2 d s a v L tin j 6 ,E E uO Q — Y s Y 0 Arm I phthalate Antifreeze _.. _... —.. 3 o tl ''. Q c Q 0 � _ a J aci n yv a Benzene sulfonic acid all _ A C Boric acid (aqueous) all Boric acid methylcster Y VC p Bromine (Gas) _ EO Y 9 Bromine (liquid) Butanediol (aqueous) all aO Y 6 0 Calcium salts (aqueous) Calcium hydroxide O_ E n 0 POLYTUBES Chemical Resistance O b ti C. K. C K I /_ L L CtoN Z 0 u Z K K ¢' K Z 2 U K K u K K C 2 0 i Z 7_ 9 U u? K K K U 2 K K K K u CtoN R to K K K K K Cf. N n K v K v K K K Z 92 u 7_u u Z I RtoC K K K K K K 2 K K KKK K K 0r..) C R to C u :z 2 C. C K K K K K K K U K K K K K: K Chemical Resistance Name Concentration Carbon dioxide (fret or dry) v 7 N 'vQ o uu � O O QE n Carbon tetrachloride Carbonic acid (aqueous) all Caustic soda (dry&solution) - Chloric acid 20% Q N W r u Chlorine. gaseous. moisture Chlorine, liquid Chlorine. water g M C q E_E E .e u Chromic acid 80%_.-- _ a ?r u c �yy 8 o uu p g u C cqq 5 e Copper nitrate (aqueous) C. ^ J L 6 o u Cvclohexanone C r. A e� o x 7 ct i W a 66 u d O .0 4 i Disodium sulphate Ethy. acetate pure --- Elhy benzene pure 2 a U V_ V ? $ o :u $ s` Lc cc- Elhv enc chloride - - Ethyene dichloride Ethyene glycol a g::. o' .n-- .3 Or. s .E �.��. $ z 2 - t ._ c n- El 9 Cq I Formaldehyde to40% I Formic acid, aqueous 10%- 50% e 8 w E a tf a IA i ~ k Furfuryl alcohol _ o u I Glycolic acid (aqueous) up to 70% f Hvdrobromic acid. (aqueous) up to 50% Hydrobromic acid. (aqueous) 100% Hydrochloric aci . -__ up to 100% / \ 0 z zz z \/ R.D Chemical Resistance Name Concentration `�� ed rir 'lid\ \\}§( IZIf7 -0 -g k '7 } — 1 Hydrogen phosphide •, § I 1 Hydroquinone 1 I Ivpochlorous acid _ _ \ ;f Kerosene j Mercurous nitrate Methyl bromide _-- Methyl ethyl ketone Methyl sulphuric acid - _— _- }) !! 2 - Mixed acids (sulphuric& phosphoric) - Z $ 1 Nickel nitrate _- };,, 2-/2 2222 ][\ Nitrobenzene _ /4 \ /& ct - // \ : Photognphic developers 1 Potassium bicarbonate (aqueous) all Potassium borate(aquoaus) I% « \3 () !3 8! !! \\ !z Potassium carbonate (aqueous) all }f\ !(| fw! Etg ±!! \\\ !£! Potassium cyanide (aqueous) all \\ # `l y; I/ EE !o. _ cr H 1 Potassium fluoride (aqueous) all w L 4� X: d) o 0 b K K K C C C K 1 RtoC 1 Z C �' C C C C C C C C K K K C C C C% C K C C CC U `L Z C K K ((�, T o N n K K K K K C C C z 0 V C C C C C K K K K K K K K K C C C C C C C C C C C C C CtoN 7 K ee K Chemical Resistance Name Concentration 1 Potassium nitrate ti 2 y f Potassium pemhloratc 1 Potassium permanganate up to 25% n •-•'v E a 2 E O 0- Propargyl alcohol (aqueous) 7% 1 Propionic acid (aqueous) all 0 0 es TT Q ca a Q Rayon maculating bath n v: 71 ? ya J v: Solium acetate (aqueous) all Sodium benzoate Sodium bisulphate Tr' 82a n 2 E = s E J 99 Sodium bromide -- - --- Solium carbonate (aqueous) all Sodium chlorate saturated Solium chloride (aqueous) salt '� gs E A' e o E 2 p Sodium ferricyanide Sodium ferrocyanide Sodium fluoride Sodium nitmtc(gucous) all ° 8 ' .E E 0 OO h Sodium sulphide J v . E J til Stannic chlorides Stannous chloride Starch (aqueous) up to 100°0 � Sulphuh acid up to 50% e a n_ v >> CL O :n et v v O v; Sulphuric acid 100% _� 1 Sulphurc acid fuming Sulphunws acid ' C LEO F-t- . ,v _ oa C g: Nt 0 co U u 0 U • w O • E r R C Zc 0 CO 0 CL 60°C I40°F Z Z z 9 u U a s Z a s S') o N n zz 9 U 9 U a a a s z 2 0 a s Chemical Resistance Name Concentration 1 Tetrahydrofuran 7 O F Trichloroacetic acid pure li o yo p 'C F- 1 Urea up to 33% _. C•1 C 7 i X 1 Zinc chloride € U C N i V K - Enaineerine Properties of Polyethylene. PPI 1993 _1 - Thermoplastics Piping for the Transport of Chemicals TR 19/91 wt v CO 09 W m a y E teV E t w caa. 6.2 — Appendix 2 "Guidelines for Submitting EUB Directive 56 for Flexpipe Line Pipe" w a imaMg X LL CD L.0 U p W ma W W (z Z_--� W I- a "a m = W J LL CL Op w z LIJ 0 0 5 w a w z J w a a w Z a) • m Section 7: "Technical Considerations" Directive 56 - Schedule 3.1 0 F) .1-' 0. Q N O N oo C a :y tLL}2 ma _dac CGx W a) V C GI N a c 'a o to Y. n a a �Y co ° c a) O 0 to a tri u) 3 a °) `- d L d 7 t co ,- y c m o ECD • ts.to 0 a) d o or, t/) a) J ' O 0 d N a) 'y . 'O N 7 ' O c To W ,-m O20tn1. a Section 6: "License Amendment Only", Liner Installation, Liner Typ Check Other and add FPLP Directive 56 - Schedule 3.1 Section 1: "Pipe Specification/Substance", fill out as follows: How to fill out Schedule 3 for Flexpipe Line Pipe - New Pipe Line Cr) r CL 4D n s a cuU 1 G) 4) ^ W TTu Q 0 - V .- 0 0 APPLICANT FILE NUMBER z O — Q w 1. IDENTIFICATION Applicant BA Code co z 0 0 2. PARTICIPANT INVOLVEMENT REQUIREMENTS ❑0❑ 0 0 0 Z z z ❑❑❑ > > a' 1. Consultation and notification requirements have been = a O Y n ,3. m r 0 c m t p c 8n ca c -8= E w m y m 0 x a 0- v N - M E « = = g EA' c8 a 2 rn v EW v E A. t c op c 2 N c W CO ca 0 ❑❑❑ w W w response planning rgency respcnse plan p� a 8 d C v l3 E > > m Y g g = = V C• a) c O 0 Z N N co d a E m _ 5 w 25 1 N g o w ~ . id6 N a5 M N Zc 2 4 coo a 2 a' < 8. N c C d o w o' 0- 8' ? z e 3 ❑ E. u. NEW CONSTRUCTION/ADDITION ONLY Licence number P ❑ Addition to existing licence ❑ New pipeline licence 6. LICENCE AMENDMENT ONLY _ y ZN Qj co t ca– N w L_ C O ❑ ❑ ❑ v = y 0) to O ii E 0 $ N O L. N Z Z G 00❑ t T n _ m €'r > e 8 E 3 a cuL u` O co ❑ ❑ O = c c m p o id c 'c' m E i' i, inQ d L ❑ ❑ ❑ c oa. g d 1,n c y N LL W c m ❑ ❑ O Q E s LL 2 CC m 0 ❑ 7-1 ❑ MOP increase Substance Code To licence number' P Substance Code From licence number' P ❑ Substance change: 'Attach a sepaate Schedule 3 and 3.1 for each licence. 7. TECHNICAL CONSIDERATIONS Ez N o Z Y w� W It 0 ❑0❑ 0 Q Q g 0000❑ 0 0 0 0 0 z z z z z 0000❑ co Co U) N Cr) } > > > > d keeping will to implemented N c 0 in 7 = W m y v CL Y 0 5 co c co -2 o c m m 'co Q a p ' Y E E E w N O a) � = N N � d 0 Eo j 2 a m p S Etc ,w y O - O d, _ L 3 u E 2« m 3 m p o. c N 5 2 0' - = a a 0)_ 0) G C2 4 N c d c 2 $ C N O 2 = O o d pn -c = V N coC 6 c On O a S 1 "a « Q v a) N y ` v O) ~ ~ H a r 1- N <ri v vi co °roduction streams with different F123 eontents will be blended ie pipeline installation meets all apprcabte standards ule 3 continued on next page) Alberta Energy and Utilities Board Facilities Applications 640 — 5 Avenue SW, Calgary Alberta T2P 3G4 FAC -06-2005-108 APPLICANT FILE NUMBER ^-hedule 3, page 2 8. NATURAL GAS PIPELINES> 10 moUkmot H2S ❑ Level 3 ❑ Level 4 N 0) 0 ❑ ❑❑ 0 00 z z z ❑ ❑ ❑ N M o y } >- co d ❑ ❑ 2 L .8)VN 8 N N co .0- g ng rno ,E m c a c 'm 3 co a E N -S.3 'O N 0 m w co co c n Proposed/Existing 1. H28 release volume a O 4. The p peline will inject natural gas c 9. SUBSTANCE CHANGE, HaS INCREASE, MOP INCREASE, AND LINER INSTALLATION ONLY z Z cc0 0 z 0 N } a 0 0 10. RESUMPTION, DISCONTINUATION AND ABANDONMENT ONLY ❑❑❑ ❑ < Q < Z Z 0000❑ 0 0 o z z z z z z z z 0000❑ V1 N UJ fn co W W W W W >- >. >- } } p� N J8 N N d SNO ▪ a N o c os o c w c C 0 CU NO S O L N c m E v 2 m a. U O g c c C c c T 0 d O O N N m a 0 al 0 T 0 N 0„ 5 C N sn C n W C E. n 0 L N H ✓ r fV 3. The ppeline was abandoned in accordance with EUB requirements 4. In case of abandonment, all associated surface facilities will be removed and the surface site reclaimed within 1 year 11. ENVIRONMENTAL CONSIDERATIONS ❑00 ❑❑ W W W W W Y T } } >- ne pipeline will be constructed in accordance with AENV's Environmental Protection Guidelines O E Q U ul -4: > 3 8 o 2 t at r n E Q c y O m O 2` :ti r h- O Q ? C S o N c CO NE > o Cc) o E c 4 W C 10 < O 2 V i Q a E S m md J 2 m m c o Z g To.? U .d c cO M m i L U c c d .§ A o o a 'a yU D m `i `0 • 3 B o 2 x o m o U O' 1 m WZ pry N _ «S Q N E «� c 2 2 c 3 a v _o _2 d c = 0. E ryc n cry aL N N 6 C a 0 . L V n C L c O. W c O N d • OJ Q L • p n n W 0 d d T L %' N M V 0 M a 2 0 U cn C d Q N 0 a cnQ a> li O m to R 0) W Q FAC -062005-10B 0 J d 0. d cti 0) z 0. 'a _J d a. Q )g) LL L 0 M d 7 d v cn O 0 O ri CD 0 vI un O 4-. 0 0 0 Pipeline Segment/Pipeline Installation Identification APPLICANT FILE NUMBER EUB APPLICATION NUMBER 6 d 0 JOINTS 2 2 2 2 2 STRESS LEVEL MOF (kPa) Your MOP Your MOP Your MOP Your MOP Your MOP G4=10 ¢ 0 300 O M 300 150 150 TYPE FPLP FPLP J LL J LL FPLP 0 0 0 0 0 WALL THICKNESS (mm) 14.0 CM.' O 8.5 in r 9.0 OUTSIDE DIAMETER (mm) co cn z o Q O a to 01 6 a GNU r- Examples by Product ID No, for Pipe Specifications t Substance: 0 0 c 01 - 4", 300 ANSI 02 - 3", 300 ANSI 03 - 2", 300 ANSI 04-4",150 ANSI 05 - 3", 150 ANSI Alberta Energy and Utilities Board Facilities Applications 640 — 5 Avenue SW, Calgary Alberta T2P 3G4 FAC -06-2005-10F How to fill out Schedule 3 for Flexpipe Line Pipe - Freestanding Liner APPLICANT FILE NUMBER 1. IDENTIFICATION Applicant BA Code 2. PARTICIPANT INVOLVEMENT REQUIREMENTS 000 z z z /\/ n. 1. Consultation and notification requirements have beer met 2. There are outstanding objections/concerns related to this application 3. Distance to nearest surface development (pipeline installations only) 3. EMERGENCY RESPONSE PLANNING esponse planning 4. TYPE OF APPLICATION /m CUin E k\ 0 \\ ❑ Temporary surface pipelin Col J. NEW CONSTRUCTIONIADDITION ONLY Licence number P ❑ Addition to existing licence ❑ New pipeline licence 6. LICENCE AMENDMENT ONLY 0 @ .c } \\ (/k 2=» CP CC co / a { co �)a . n D'1110 0001. /ƒ }> cb on. 0 a al 19 0s o 1- 00CC E Substance Code To licence numberP 0 Substance change: Substance Code 7. TECHNICAL CONSIDERATIONS 000 0 V0n000 000000 o r >,- Z X 0) u ) } Alberta Energy and Utilities Board Facilities Applications 64D — 5 Avenue SW, Calgary Alberta T2P 3G4 FAC -06-2005-10B APPLICANT FILE NUMBER E co z C °^hedule 3, page 2 8. NATURAL GAS PIPELINES> 10 mollkmol H2S ❑ Level 2 ❑ Level 3 ❑ Level 4 z Z ❑ ❑❑ u 0 0 0 z z z z ❑ ❑ ❑ 0 CO CD V) >r i >- 5 0 7 d 0 UT u O c -o d H N i.co cco c °D 5 c H a N c d G 6 N = (-2O L L ,-- N M • N 10. RESUMPTION, DISCONTINUATION AND ABANDONMENT ONLY ❑❑❑❑❑ 0 0 0 0 0 z z z z z CD CD CD 0) CD � Y } Y 3- la. The pipeline you are applying to resume operation of was discontinued in accordance with EUB requirements h i3 c m m E -0 12 Fr 3 dm CO w 7 .c0 11.1 E L L S .2 8 2 2 • 8 ig gco a -E= .E , s c c co • C C A § o O • N 5 03 o h z., 3 0 n c 03 c ' 0Q1 d • 6 6 H L 61 , € a N 0' V removed and the surface site reclaimed within 1 year 11. ENVIRONMENTAL CONSIDERATIONS ❑❑❑ ❑ z z z z L ❑ ❑ 0 z zz z Che pipeline will be constructed in accordance with AENVs Environmental Protection Guidelines 2. The applicant will comply with the Code of Practice in accordance with the Water Act 3. Application has been made to AENVfor Conservation and Reclamation Approval (white area only) (DAY -MONTH -YEAR) 0 a 111 0 m 03 5 0, C0 0303 4 N 0 U c C CON 0 O w N N N m A Eo c O co e c co L U ;p 1 157:0, o L ca •R s n O C c a ._ P. 5 a N. C 61 0303 n C. 0 w L Alberta Energy and Utilities Board Facilities Applications 640 — 5 Avenue SW, Calgary Alberta T2P 3G4 How to fill out Schedule 3 for Flexpipe Line Pipe - Freestanding Liner cri -a -c 0 to 1%) 03 L_ 0 0 m 2 co d C W a W Pipeline Segment/Pipeline Installation Identification APPLICANT PILE NUMBER EUB APPLICATION NUMBER FAILED PIPELINE INFORMATION (Pipeline you are pulling Flexpipe through) al EE 41 z' c 0 u J O E O E x a JOINTS E STRESS LEVEL Leave Blank O. Your MOP Cl. 0 L A 0 0 a } F bi ! WALL THICKNESS (rnm) E E itI- g 0 w 0 2 lcla O 0 0 0 0 0 0 0 CC 0 CC a a 0 E Z Y z 0 U O J CL Q0 0 O K LL N 3. INSTALLATION SPECIFICATION CD 0 CO tic w 0 aCL > o 0 O U O J w w 00 c 0 w N 0 Z ▪ Z 0 U Alberta Energy and Utilities Board Facilities Applications 640 - 5 Avenue SW, Calgary Alberta T2P 5G4 FAC-O6-2005-IOF 6.3 — Appendix 3 "Flexpipe and Compliance with CSA Z662-03 Section 13" W a a. X W J U. nce with CSA Z662-03 Section 13.1 e and Com LL co m a) r ch o r N C O co can U CD O " L (0 N T U E a O N 0 0)-0 c p '0 a @ N L a N c N ca 0� co'Q E 7 LL N mL 0a) O :O r a 9 N 13.1.1 - General - Comply 13.1.2 - Design 13.1.2.1 - Comply W- .0 O co N_ N L c a O i O c CE.7 cpL OO (1) O • y fl p.t_ O 1] Q LLC C 0 a OA a) U 3 O 0 'O N t a) N O 0) > L L hal O a) '0 C co F- 2 O O T a.6 Ems. O - O N o E c T Q) co 00) a'a O X C > >1 A A a)a LL" 0. 0. O. o. EEEE 0 0 E t p 0 U U U0 ULLOco I I N co .0 Y .O U M (.0 c0 N N N N N r7 r – r M M M M M 7 r r 13.1.2.7 - Comply O E L a) O a c a) J LL o •C F y - N N Q- O N N a) n o @ C U N y D —co� co CO cut} E N . a) N QH O N U to a) H 2 2 ,c coco C E d'O (0 -c o 3 9 E h_ m l— a 0 0) Q E o g) 13.1.2.8 - Comply E c Q U c n NC 0 N "0 C a) OU O O c) Oe 0 kr)O I� tj co a m @ L0 0m E @ 7 o a U ) L Cfn — ) N w •- O o_ c N N y N CO L .0 O a ... ccc C C co.Ne CD 0 N } L u) >. E Q,Ua E n. • r The use of 97.5% lower confidence limit • ca a co ' in a{ /) § -o co 2{ \ co =m6% oc >0((0 2222= ®\{f X00-5 t5' § 0 c -n 6!£{ a0>0= ±'\ aga> =w2=£ «#2g :0 )_\/ /0\&# 2m ¥:$\ }�o\= &!3\» °[°Q7 /\tmƒ ��@( §ƒ\)ƒ /� \� \ \ a\a \7!E@ \-E°? /a f{\%\ 2 §/° =�,G yf=\® �7\E0 T$ °k ats±@ 0=- \®/o{'50 ° \2IgRa `oi.c mc�s>t ®£a. /= ca 2 ]\$\\f �± -e/\ $�®\la -\ k%®G cn CD +b a q! < Ea) ca) k/i § <t /co o0. 3 /§5«§ \g£—e0 5£== \ r 13 13.1 13.1.3 - Materials %» E E/ E G \2 &£—& £0 }})/ —° g 2\ o o Q m ®a a fl E )$E _.)a) Eo; »0 $(/» \\®$ Ea== y\0a e27» {g/) 2,£E u; $�3f w> -0 /\f ®)$Q f +Ec /e[\ ase a,:,» c 0 /200%) /%/� ///\] 0E0G /k)0) ja)kg a®ae o(\\ 22G7 k§a£e .a)0) k{�§£ b -53 /k®f§ Eft* \ &,& ±%)% >"<,a)\o */\ a LT E00Ot Eg«, o\{\$! <$HE 0e,mLL& @ 13.1.4 - installation - Comply 13.1.5 - Joining - Comply 13.1.6 - Pressure testing - Comply 13.1.7 - Pipeline repairs - Comply ATTACHMENT 5 CASEC-RD.C.C...4,45.5-DCWILDI • - titaXi• CFQX5_31,DTION OF ENCANA / FOR/rGN P!PCLINE RIGHT cyj_j_ _NAY ri'1. 11 . _ DTP7- / • •• I j F -C! • C&VO CI,EK/RriER CS ID5 •NXSQS 1 1 Ill f I 1 —i'146r$4.— I 1 L 2 1 11'. VI,C41., 1 ,, ....a.. . 2 ... 1. 6P. IL` *fag -J-2 rcrDI -11/110 CROSS SFr ?in OF RILE.D_ 5581 F SQL -IT ,,...AY IDDLD_CDIN-LIDLDLGLIDS_IFECLQICI .c.. 1.11-2,LEO_C 1r.:11,111.rna,_$11.C11/1j / DADCZADAD-C.VDD ‘Frii0 Dm per, LAING CPDC FELF1,19LEDF I jj:C4.1911. I j -Fa - C .510 DF C UFO 555 Sr FRDD A.L •POIJK) 5:415880505 5805 FC jairssuu-rm CRI255_5201i021 WARNING111 GAS PIPELINE ! L. "j3!•,D.r:IIi,Ef),ZD Tr; DR., Duo. rc ))D-), "j.,TDJCD "L t" ENCANA. - 8212 ETIPEL. TYPICAL CROSSING j AIL8050. PINE cR 58RiveR ) RSA AR 08 05055. 058255., ['Int I “"I ( PIPELINE TYPICAL II- I F—I'�OIS ATTACHMENT gr DFSE I TLQI sya 555E meson Pre 9El/4 / x/vN Inca o ANO 19, aim Ann srm. ve 550E 142n_w4055 °4 4244.1 5 424 1221 252 11 2412112 22441'4 5°55142° 255 CrL 50 ,5.':_ 551+( (55r. A ever L5m. ea: Es upL Cr 555o SECION r5. 5 co 9, 52' ( 555, 73 FEET Fpflw 1.05791E5151 sonar r.Ester Deems emir.. a 5674 r 1)4 92 Ile, 1: [.w( 5'5, ]952 C ms 37 item s Ju rcer Dr5Nrc e4 tau 37. E 29 4s 'err. arrest Ar 4,16 3bY r PD 31 FEET 111051.99 a 49•10552 E PO Far soma_ J/J0 or 5. res 50 lames ti msee.- 12 Cr: fl ell lY Jr eriaii FLE I TO 5,1,5 ro PE 990.55 AS 95 F ria FEET 01131,1. 3 3715.2r 705 55 55Er '22 1144n "211 24 lLY 'Yr '2 4229 4- I 24414 2E2Y 411.r r° 211Y24 2 12 45.2 42. rr2 '2r 790.55 yr � / w mu rest NNE WE 6 29 FFCI IRO./ rp hiCI 15. RIGHT—OF—WAY DESCRIPTION (CONTIN{1FO) 1. 22.9 Go lee SrE� .r(5,.CC 54 !1055 ▪ 5 .cv_+ am=_ P.1551-1171; -V.L99'LE 5110 n tui 75,1s lw._l SECi252 EEEl TOTAL Or Sao CFNLEPLWC emir L(E50L 9E5A,pr71 ▪ 2W15 42 W. 25054 reu riems 5 PL 3.55.54" W 320 79 'EEL eTo air , m S e a A 101.505:51 6L+ ?+90 C 491hPOW 14- 4112e9,9 2092 W50“. 1755 leran 335065 11er O E E r a 55e.r4 f.r1755 0207157 5 0_-5 rsoL:5. 0 WEyCv E Dee a' n 5 ▪ e s Cn . Sen ne r m rP52 LEL41E_PAL__Eili_RPPAP;I▪ n 11 FtEr 1111.1111 ma: m- Si L4 hornrr 3,1.3 g. 4E59E9 o 725a3 i ] E. 4.91 IEL 054991 nalne E. 47521 mer m POW 05 551 75y Ill` x. 57/2 MEM 055.629... NOR /11 CA1L -(10A1,1111 1111111 II , 11.11 5L2I3 OA. l222 Cr E5.n544,5 550 51,..155 553/1/4' 1307 37 I39/ 35 + ,`.r,. 3u5i5E13 Lateral see ano 295 55521 01-50 1 Hawt.. S751], 575555nv 557 07 30777 COOK SHAEFFER orpLaitrai -' 5„ '290-9-9-1457P 79 lw aer 2_i 151011 IP ante $77 52 575 3930 17271 16277 : K7 Late,' Sec 7 EIS R92W 137779 See LA 0+ I ,+1. P nine 9a ' 9n l 10151 '2926549 PIPE BENDS MAIN LINE Ems- Cf ] 5 a03 2 9 J 5IG LIT n 3 4 CS 7I,F7 0 IliGry F oT J{ 1 it] ..3 . �e ,.1 PIPE MAIN P i 5 5P BENDS LINE 5n0 smaoaE'1 3950 64,7415 .32 7 55 9 6 IL 33 Es II G,i 1 19Y astir 5 J 1 23 9 GPI5 E9C 1 i I C % I 7 5 PIPE BENDS MAIN INE 06 l 5, Alj61-80_4 55 51 V RIGLir_ 9 1 53 cEl 9 ismi Ll in 155 SFYIO 9 ]R 74 5 / 0 ESE S,+c`li 2)91E3e DgS53G O♦_AjE5Q e 5,55,51.59w pr co.ww9 5,9E5 W mew i E4C 5 01 .5 r Fuse) mime... is ie 4424Pler42422 4`14r 2241` 12 Pr 2.21.1 010000557E QF $Wee .1"1QR O. ma 150.41 OF 7F0153, CO 07500 APR5585 CERTIFY THAT THIS MAP WAS MADE PROM ILLOTE5 TAKEN DUPING AN ACT9EL SUPaY PAPE sy kir OP L5511(5 51095557.5 FOP 1592154 k 545 551. 250 154 IRE 0E500 S OT m0[ 20E tu5 + COPPECT1 5.2505 5:105055. Map Showing EnCana Oil & Gas (USA) Inc. Rose Ranch Water Pipeline Sections 1,11, 12, 13, 14, & 15, T7S, R93W, & Sections 6 & 7, T7S, R92W, 6th P.M. GARFIELD COUNTY, COLORADO Right -of -Way 00 As Shown SHEET q 07-04-03 yea. Jen.2007 1 one 0a 2/13/07 + ae Am Scale: OF 5 Wasatch Survey n Associates 906 Main 5 met Evanslon Wyoming 82930 Phone No. (307) 789-4545 N N592551- N. 257729' SEE OEIA'L AT 5,515115 RISER [e n«rlm o/i'ipofinr I ,,:,, ate R I See. ]i to tn5.a mar I5 nu ,r. I t5 n1,51 Scc T75 ROM 11555 511Z51,3: n5 P535.5 15195 52$554 5.155 Witt ATCa: H 905Main SURVEYING g3 Evanston, Wry,ng 82930 Phone Na. (307) 789-0505 F1ENO 50C PON C0n1EH L075u1: Pi POW?' of MrcPSPonnu 7.0.0 "0.011-0,- eecnnmm OF 05.05 77 01. 70.77 00 51.000 BASIS 0P BFA5IH nes IG 295E 01- 6 n, l455. nor rh.d,r NQ TP$; ielyr Imes 55,55,9 0 5.55 rne,no due5nq c5.551:55. no, d Cos 5+) m CERTIFICATE OF 507707Q7 s tar Map Showing EnCana Oil & Gas (USA) Inc. Rose Ranch Water Pipeline Sections 1,11, 12, 13, 14, & 15, T7S, R93W, & Sections 6 & 7, T7S, R92W, 6th P.M. GARFIELD COUNTY, COLORADO Right -of -Way i Scale: As Shown " oe 07-04-03 OAR. Jan. 2007 oma, 2/13/07 Dam. '.ut 7/23/07 SHEET 2 OF5 2 \ DET .L (75530) —" 3 oi 0500 511 NIA •0•11 77,36 7 (1550) LAO rt S,nne eaml �SInsS.:�J 45%a+1J 2c hRoUT s 51)593 Sae o-o3m+S=, c[ 059153 UC TAIL N5 ,] 00 SCALE r.( b 9 lii 5,4 i0)53 up l➢x i � _ 170 ;01S[ u 3 5 :i :yy;.lti )9 SLS 54rn E yoo oy9 x1105 4. a 3'ar5N ( _- `83f•-014—'i,_2aria _:_-1.54n91T S S55 100.51 IN r528 rP.Lb SS}fls -Yu ) 5o 25£_5. 352.00 S a 59 ...4„,„ —Turphoup corr., 5a4Wm9 . GER TIFICATF OF SURVEYOR 155 MACAW nP[ ote a s MA) 951, 5510 FHA AR CR510015 Or 55101 ARC l:e 51553 er n wi.,iwl,, NOTES: E .r. .preased or omplif II 'y E'Css,; 0.0 u 05/50101. dwre SECTION 74 010)0 pf OF 4N LUTA! 055 5051 tochho IT" Tr Nave/ .5 9,. 5 5 706:.PAINT ON VCR°,55(14 ASATCK SURVEYING 908 Main 00881 Evanston Wyoming 82930 Phone No. (307) 7894545 Map Showing EnCana Oil & Gas (USA) Inc. Rose Ranch Water Pipeline Sections 1,11, 12, 13, 14, & 15, T7S, R93W, & Sections 6 & 7, T7S, R92W, 6th P.M. GARFIELD COUNTY, COLORADO Right --Way Scale: As Shown SHEET Frhi"hre 0204 03 _ _ s.r. yw Jan. 2007 3 p,'e„„; 2113/02 o.n ..,d, 7/23/07 OF 5 J LEE SHEEJ R,pR PROPERTY OWNER TBE ION ,0 11 14 vera Sec I IRD3.2 i , 47 itSwoarmar sac 15 US ROW 1 7 5I 1 -1 J. WSE H15 Lava I529M I '1x DOW Lale01 6333 I ,.PSIa230 lr33523 I non too Se' It 711#2,7 107 37 -10737 Ham Line .191021 ii R1J3 EIS talwe Swi], WS 7733112 r191 BP1022 RI O1]Lew, S ]U 61 Srufrs[n.an ne ee„I/E niw T30 COOK7005R9373 0120 mal 0 ]70 010101 (9 11 rlve� F fl00o Mrlrr..y Lia 3720 70 DI TAIL nor r0 s:)LE eta c Lew he We 7 77,713701L'320.5130 1 ERA LTO WIelow SW 7 10 Re?, • eEN ov/ 9a 35 DETAIL /J8 7:07 r0 5001E 218ce ,P7170 aw, la 9< R 01..,21 --58—:-750710Y7.4575.84' wAiS/LTZ 94575 OF 9044 N4 SURVEYING 906 Mal, 57,081 Evano770, Wyoming 82930 Phone No. (307) 7894545 n/ QCR11FICA if OF 541R44E1±2 1 ILO 11.00F1 OF FP ?FA JRADO 011101 310517 SINFC233 FRE LI CANA WC 1 EFS 0.150 pec ENE 071 1.1dP 70500 Ts OF 03077 ARE Map Showing EnCana Oil & Gas (USA) Inc. Rose Ranch Water Pipeline Sections 1,11, 12, 13, 14, & 15, T7S, R93W, & Sections 6 & 7, T7S, R92W, 6th P.M. GARFIELD COUNTY, COLORADO Right -al -Way Scale: As Shown SHEET PnorodOaro 01-0003 sverye� Jan. 2007 4 n),„„. 2/13/07 770, 7/23/07 OF 5 DETAIL elU r.IOT 10 5:2E 587'20/0'W 281 85 LOE () O sec SwF 0045010055700 rt POMI 01510 704501 OOP. 00'51 O! 4cc,r,Nrs3 "OE P?'NF OF L.N2557 F 0.57 Fo is 05 5007505 LINE POP 0. non 05 015OPIT0 UNE OASIS OF SEARING ca Ham) la ca non o son ri0270 265558loc1 between Nine NOTES: Icuu iscui„s rncy vary Rum ono non so lo(e00.1 II cr.,-1:="5ov�x DETAIL SIC SEE SHEET 41 PERI -OCAS -0 OF SURVEYOR CFR 0_5 Rn' 5 4iA �4 Tuna[ Ii NC 0 ur._R ur ail-0T0r FOR [.V..A.N% os .4 GAS (USA) 91(.1111 OF-V:AY LEN3.1155 cape ,..,E PIPELINE 56011013 FFI.11 ro1nL ::11,1.,„, 11 14 Lure. Sec 11 !IS R93W 14 i 47 o;„n s 005E oe.4130Y5 w Ii T55 est OF5 „ Lo. v i 226 co RNA tom 5129 04 1”A 11 se[ 14.175 Rvw ThS 79 lma! gore 1021 2/ SHIAe Sec 14 ns R 3N 1301 31 i n/37 1.19.) Lino 3310 Al 4TMAn TRUSTS 0141314:9 51c. TAS isn o13L3„ .,3 3e SH+EFFE'a .ail Lye I Sec 13.1)009320 I3r » "'AA COOK s 11,1TSRs3N � e,5 Lateral T SHAEFFER lain Lin See. i2 ,6211 „Lulu 500 6 5 7 FAS 09)11/ 14793" ARK LTD I./ Lai., Sic 1 IPS R92111 11555" GIJ )5 4057FL LANG L1AP Mau,. Sec 1. us soca Ins J 5sn 5 wAztacit 906 Mare Slreel ill ( 54) 'n SURVEYING ( '. Ewnslon 327)7g82930 PA N (307)7894545 Map Showing EnCana Oil & Gas (USA) Inc. Rose Ranch Water Pipeline Sections 1,11, 12, 13, 14, & 15, T7S, R93W, & Sections 6 & 7, T7S, R92W, 6th P.M. GARFIELD COUNTY, COLORADO Right -of -Way Scale: As Shown SHEET amx 520403 ::11,1.,„, Jan. 2007 5 o;„n 1/13/07 oe.4130Y5 ' 7/23/07 OF5 ATTACHMENT 7 ti. r.1. 11Ltor.o unci 4 VIEW DESCRIPTION: PROPOSED ROSE RANCH WATER PIPELINE COUNTY ROAD 319 CROSSING, GARFIELD COUNTY, COLORADO PROJECT NUMBER: 07-04-031 PREPARED BY: Professional Land Surveyors ATC$ 906 Main Street SURVEYING Evanston, Wyoming 82930 Z a m owrc o8 a r 8 0 :g U 2 W L, z o a v gew as > 1..0N° ¢¢ D .a- oma jo �W= m Z aoe s ti o o CROSSING LOCATION LATITUDE: 39'26'58.225" N LONGITUDE: 107'43' 58.344"W UTM NORTH: 4370226 UTM EAST: 264843 1 DATE DRAWN: 7-31-07 • 1' MINIMUM ISTING PIPE (Ty[ DENT: EnCana Oil and Gas (USA) Inc. SCALE: = 40REVISION: DRAWN BY: SMM URVEYED BY: WASATCH SURVEYING ASSOCIATES 906 MAIN STREET, EVANSTON, WY 82930 (307) 789-4545 0 LL779 Z ,01=„l :31vOS iv01182A w X W COUNTY ROAD 322 F.O. S. L. 154+31.4 ght_ofeWOY (tYP)_._. STA: 154+04.0 (Existing Pipeline) Existing Pipelines—� f Proposed Pipeline �J'..-STA: 153+84.8 (Existing Pipeline) P.I. 153+66.3 rvey Feet. Z13. in Meters PLAN VIEW DESCRIPTION: PROPOSED ROSE RANCH WATER PIPELINE COUNTY ROAD 322 CROSSING, GARFIELD COUNTY, COLORADO PROJECT NUMBER: 07-04-031 PREPARED BY: Professional Land Surveyors ATC$ 906 Main Street SURVEYING Evanston, Wyoming 82930 2 V 0 I n O Lo Ei ano aw iz Jz i Cc o 4pk_ mo 0H 'VU OFOo Gz 4 $ Nj 2 O< t to -c �On 3X'/'a- d apUa tx¢ f 00 2 Q L . 00rw. CROSSING LOCATION LATITUDE: 39'27'11.487" N LONGITUDE: 107'43'20.884"W UTM NORTH: 4370608 UTM EAST: 265751 6300.00 o '-:1 cn co t` co cri N N DATE DRAWN: 7/31/07 ROFILE DAD CLIENT: EnCana Oil and Gas (USA) Inc. 0 S N Y m $ 3 ccQ 0 SURVEYED BY: WASATCH SURVEYING ASSOCIATES 906 MAIN STREET, EVANSTON, WY 82930 (307) 789-4545 Z O N W CC 1 bELE9 0� ,01=„L :31VoS 1V011213A zv v) L-1 X d LJ d CALE: = 40 ATTACHMENT 8 R N Il I.1 TANK SITE 1 RATER PM Clpv WELL) i•' 9393801 V, 217729 N89t629"r . 2615 9a -H .L s , , 9 SE - n O f ', ern or u rnsnnn RISER � LEn 5 311- is. re t 1 sra .�, �\ SEE 07 (AIL 52 '� rn,z n °o ..za30 ° n.. s u n .vl ) el -p> ..- POD 0'00 r,Ltll I([,c) . s(5 rx L. ACC ) . ,nm.e J T2Dr C ° re I.,�,e,n lr Io p i p a 1a2� P r.. t 1„poi, 961 e/ -X - )1.e.♦ Ix. i Su ( -,In000 ml t/�M 1 )5 JS n ) J s .3.. 9 C s 1 LP 93 y4 1 LII 1 iia• i9ZI S11USS L22,112.21e. �. - _ .... -.__ ....... _. _. SEC1109 , n.. '.N151um SITE µ•... MAIN LINE PLAN in MAIN 71209' LINE PROFILE 82 i.,l I III--------------_-_ 14 RF il .0 -_ - _/.�.,w �a -------- _.. ..:±::, is.N .a ,,.°, 20,0 M1 n, „" ,.,. ,,.„ ,r w >s,w u... ° N 1 n, IOC. .a.03 „ a, ra ., 51. n AL bn,p ` - HORIZ. SCALE: 1'- 300 VERT. SCALE- I'^ 150' N387416"E z I L nwl e ��, •: E +'die o.m zwesnE D �+e S- 551.4.1- PI 6s W. X PIQi a n 'vyjy'i'i'n - 4 -c. o/P[palh,a L F�al 9Flu/ BnY MAIN LINE PLAN i 22 132 HORIZ. SCALE I'— 300 VERT SCALE 1'— 150' 1261,0 F2.00 NO106 JOT. 2558J2 AIN LINE PLAN AIN LINE PROFILE _____ l[rsrva aaaiw IFORIZ. SCALE 1'- 300' VERT. SCALE 1'- 150' 'SF (3.) ti c w v Li � N 0 m m oa. °$ z U g0c N d c CC co c it; Cr GARFIELD COUNTY, COLORADO .-:.PLAN \.. 8 PROFILE ! 11 77.476.Q. rNiECTCN1M.L.1 71.12 I ANICSITE 1° I it i ill 710 715,, PO, [ , 0n,..000[[R, ,, , -7] } 810 00 L II ,04...mi ievo ii., . — i 8 1 \ P•j:121:)C9):0 1 dC )).. 15.51117 -rd . 1 : ) MAIN LINE PLAN `00 ,,E1- ., 7-'[32ifi[[;::[.. [.2i; 0Cf'71 Lra.rLi.i.,f,---rr'..ef 118824'100 5550001 tgoWtek,V1.0.4. 1 ;11 „ ,., 0 )1 • 5 8 5 1) 1., I ow Aromaj-8 - r 1 001-2 7 1,5 . ....,, PO a owipiwtaws, n 1 18,56 4 4111a. Fr . 5) i •• . . -1 1.1 79', ' " .7" 'r ' ' obrne, 1-... - .. - ____ —..11. 71 , rfrOe';',021i/47rilhf;P-11::::27. P-00 1 2IC DI 051 1/1 / ltd.4 F00.0-7 7,::'''" I 0000 8; SCAI. 0 +,85 , 8 8 Spa • to' ' / . ,, 6., 1 / -'',7,--3115:;i'briori LV.ti° ''' .• ' :.•t•••• • LPI, S]; 38,, V) 2: ,...,:,- ,Ti.'" Lerr w .. ". ... pi 7.1of 0 , , \ .0121 V1,85,, 1,, I 1 / 2.0e[c,11[?[. g[7[. ___ll, ,2/5291, _4f_i rrirrtf.,:fr,,,,,,,, - 1,e077 --Fr, tf-,-r- - [[[ 550110N 14 14' 1W.0 VIE DETAIL /j5 00 To SC(] E. 4-1 81 __ i A 1 • 100 1 gi;.] 7] 81 ]!]I :]) ]:,]] ; ; ; ; 7 7 1 78, 1'8] ; 771 ;]. MAIN LINE PROFILE • 620087? SCALE 1".. 300VERT SCALE 5- 150' a PROFILE SHEET ?ors LATERAL PROFILES 2 'I 0+00 2+00 4+09 6+00 41400 10421.2 014W LATERAL 0A E/.q ELE✓ 6495.00 0.1I(U/ ¢u 6:1/65,10 o 0+00 1+00 .4+26.3 B-14 LATERAL eae,w.., r- j Q3 ., .00,o2,1 -, 0.00 2x00 11-14 LATERAL 249'01.46 ELav 669000 m E,s.ti u<..o R2,, Lt .2118111 0+00 2+00 4+00 6.34.2 D14 LATERAL f--- 70170 � }141. ,- ci 71' i 0,00 2129 H15 LATERAL > e L 0+00 74,0 6+02 ,,,1 64017 0+00 10-00 (2,00 13+86.41 K7 LATERAL DATUJ, E980 - ._I '.. 6195.00 „1°, 0+00 2+00 4100 6+00 7+14.9 P12W LATERAL 31110 VICK.L0 600 b90 012 LATERAL 2_47001 L'LEV 00 m mi^ 0+00 .2+00 3+90.9 013 LATERAL 24T61V E1E0 6700 00' —� 3 mm E13 LATERAL 1-10RI8. SCALE- I'- 200' VERT SCALE- 0-'50' ATTACHMENT 9 _ 8.611 Ltd 2 KRA'4d III ® Come)" Pi r W / ®Ururn ® 4 I ® C 1 eL 6 ® ® Caq 2 7 \ �'l�,l Dot 0 C 1a i. J, 0 {1�a nmg II l / \ Covey 1 I a I ._. JAI' CED S'A'1I County. i / a /E// R 0 50 0I®�1 ® 541 H R .19I ® y] 53 3 ECD Ca Ilial C ® v. c A l! S .l NuOan x \ Cda. S/ tg A Ranch SM an r _.. R IR, R 3 3 rn BL.If ® n9 —1 ®56�'••�'r._ LI L C/sr O l 1 i �'. aLu. RGIf f.. 7 /`dire f Land �'LH A'RA'l.rJ {] $ p( ® d`eL` � e I 8 SY `y ! on 6010 one 1 llubbe/1 . 61 / '; toe / 5/ Jame 111 H/A/ F i /. How 3lnmmr<Rar "• ui10' ..�w� /mmr/Bore + �.' I ^ Jenm/.Rase z�- R/e) ® L n I 10 1 ------- r•r m 16H15 115W —+2 - rat Cir S V Y Ranch f1Mv lar lm Lfi retnck P \ s 11-141 VdfIr�LL/,P ,r�0f4W ! J l 4014W vn // h, m=, I le, Y 0 c/l// HOG'oR D 3 ylu uu Y. 4013 p1h �r P ® ` , mes ThesN] 1E13 ® Graham - .Ya/u no ® r H® J.,��l a, r ' Rau.__ gAv r �1 / E G ev :2_ C SAaleln poop / 6 - ® 9 _-=® '1i l`o na. Re.ry :$ MAI 21 -v ' ,9 ,./+ J 22 'sIHose / ' RiA/•. 1.1 -- RfSo / .a .,..; k BIM ri Bur CD 24 Conev /// a �� CYeek 1 ScAldeler 43 � .... . , Proposed Pipeline (Approx. Location) EnCana Gil & Go, (VSA) In . -is.n<, ...,Lo Rose Ranch Water Pipeline 775, R92W & R93W Garfield County, Colorado '-' __._. .ems. ' m.bo� �$) O.' .0-. m c�Ef1� OWNERSHIP AND FEE-LANDOWNER DOCUMENTATION Legal Descriptions and Tax Map References fl rn \\ 0"in 07, 7 0 Adjacent Landowners RIGHT-OF-WAY EASEMENT 0 v d a O 'O O v J 5 y 'O ov� c0Gl L 2 1�b0 v • c N ,+C .5 V t .E u Pc - n cO y ° 0o O N or= v Uwo=wOwiQ Nv C>. C O N 0. a O op C 'O o V �- 0 E O v, W 2 O ... cij ... L0 cd y^. O c y - O W •.N _ 4 N ru 6 0 Om 0 .. -a W o',O E vi E.v n. — vi a/ Y� C 10 co O \O N y N to P C N ppC N < S U c."; ?.. Uf : u J • .O td O Zn 0 O n 0 ca ,o•.0 ro o! c4 v M n v o g 0 y C p!• �' � o a„ E o T rd S H O F 0 -o o C O -O v l J w N 0 co t C w c, 7 G. v mp N c a 0, 'c 4 '; a v (i)"22 y > R O O n > C • o y F -C tiu C 0 • - uvu-o .s _- 0 °n 2cCt o CU u 0 yO C .9. O 8NGG >0 y,-7ONNOCvb OY NU-°VGbh oa O Vy V .'.UnJ1JO `2 . .T"uC FM ! F4 U • O -11a. .O 8 C .. C C O.a W N 1 N CO'taiE C O O'Q - O ,o E 5 z y o vC- E c0 y'i • h Pc 7 v -1j O EW- te. 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Z a�C o N o m ca' o0 m ✓ m U 'C C ati 6i o. °• 8 • O = O n u c O< O o N:= N Cc d nv mm C C c 2 c n • -o o c o O'_ pco'O 3 0 N N U R'� N N 0 `o.] mn vn rN ° N 9 0) 6 C }'j LLn 0 D O) a' L 10 N O'S 0 N C r u.. m C - N O O d W 3.� v u o t W N f6 c I o V) c ° O ZC9)(0 2c Q4 m D 2 0.g tI C v C m 0@ C7.O.. a v°= o w c av 8..% •s• 3 m$ o.D 3 0 ` N'O DU -D L -O_ O +' On m m me t ° 800-0 i C N •C 2 3mc�C ° N ,o c ° 'E40.tt,o :o mn o$'E O),c Q -o V nE)U ❑ c F- v m c a) fo m,� E E D L m ° N- V@ N c C t 2 N 6 o.- o.�30°irE OJ O N.c U D C O. 0 0) ▪ o c 3 x i D c.rn • c y c m m L. > rn c m d W c2Co N a `o.r' • !0 co° ma • a .� y o C CO cid C N c` ] S N c 2r2 �.r °8>3_m�no 0 N 6 l0 U 3 W ° c >. E • N p2f �j N 2 N( 0 Z O) D N I) Om o65• , c>«L E cgmK-Em o amiF2)3, m a • °E• E 2 O 3 N vo = 6 t 0 N N m c- .� O D • 8 c j C ~v_E=y Emc• CO 0 N� .m N {° L C U 5 EXECUTED as of this day EnCana Oil & Gas (USA) Inc. ' D N C 'c N N C 'D N v N m 3 O « D 0) TN E CO rD c N O 10 P a O ✓ N 0.0 N N n C Eos O U C m 0 3 o .n° 3 Y D — — O N 0 3 0 v ° • E @ V T m ry L N _ N G 0 0 c 3020 c W C �'Op LL W • m `a)) 0 CC2. x w O 6 ag°E U cU« 2 D oto_ _° 'p)�N Uj N« 01 X Q2' o v 12 C hoO L 8 L X 0) 0H N 3 v ' O � My Commission Expires: w) 0 0 m 0 0 0 0 v c N 0 City/County of v w L C▪ C C c m a) Q in >+ 0 D ° °r C 0 0 C ''' 0 0 L 0 4) 1c) Q W ° .0 '-' ° Y 4- O CO 0) .l C O L 0 0 • Y ° r-% 03 3 ° O 03,_C CuL- U • C CCc L T 7 N ° 3 E 0 c E ><-5 20 a) E .cvsoN a _ ° 0 .a 0 y Y 0) L. fl 0 > j ° 0) a) x a 1— N p) p) WITNESS my hand and official seal. My Commission Expires: Notary Public cc F.} S X J 7 t".;."4NY,&Tr • PO!! . V+fQ5)12:fit W$S,HTCii SIJR' EYING 7'.•p Na 4)0?) 114) 9U0^1311 Map Sho amg FnCana oil & Gas (USA) Inc. Rose Ranch Waler Pipeline Across Cook Property 5ectio.is 12, 775, R93W, 011; P.M. GARFIELD COUNTY. 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" r v Na� ��c<a. o.o 'a -.J) 7 n 7 • ?;'rT �/% Z. .''3,0!i• o c Q 0 mC" 2 _ .n v - o_ c c va v `te>Q Li „L t v ; O. i vine<f ` a. = E O JO O E�N1fio N _ 'O r p C E = N a sxa4J :O...d 'f▪ N O J aCW E o U i2.C =.- cC-o C 0--rOuO int -3 00 n."u co 00 o a 0 0 rc.c '7 au J C.9 v .cu u 0 y ROW R Eau C• ,^ . O O ;_z. oA r &I L U G ..-. m o mm 2 cn a a ao .. v SC ro W) �L 6 v Y L� A .. (-1 tJN 2 cJ N c C . U O e v`ni t� O O N C V O V U c . a s G O . 0e 10- .tea .< 7 VI ni N= VI c y NJ L — _ O CJ ° f) e re 0) N 4�) 0 o i. 'a u (n N :) O C.- " N U C C '0 ,O C > CJ 1•-• 4) ; = _ N 0 .y N O D U c In 0 rJ H Lt. o i 4. C = n V .G C =< y o O r O O Nv = O p_ C y i Gy (1O CO UU y N _ c'O 0 . ao.c C. v y r C 'a 4) n n -• on c �y L a.n"p cua =u O_ •u .o Co- N — R N j 7F 1 N nc ocC "v c o - o O O ,C _ N 4' U 'D CJ .0 �Q-3:. o n `c° uAV 11 ' • a Joc>r, C'mo W'a s v.� u.'^N 6 7 off Y n.a1 uQ 0 w o O O b '0 .0 = 0 .� O 0 N U 7 F c w Y^ N Urfr, y N O C 6 0 .n O 0 v '.. o 0 c_, In — y 0 N ei n a o • 'O ;n F c aL N– e .Y c O v C u a N S O .G O c Y .n - r'no = v W vL. 0) • n. .8 a . ` Lr)� ch. -� a N _ .".^) tiU J <.Q co r° v F d o n n CI. O 0 a .= a =ffWvn S 0 c V . C CU o W GCn.o td C .c .A O �] -o :7 U Lc J; NE Lu O ti NU G U pA7 .,t En N V N„ .'c: . G G o M �= /i '« C1' L 3 �" U 'O O bA Ql (d C-0 N O C 0 8 N u " 0 .O_ c-ate 2 � E onwb 0`� .o Gs UYV S = v..7 ONN V. N 3 'O y >° a L v) - 0C3 k N a W :CG. _ q N Pt U E -. yyn Nr CJ r O N O'J b NN UO 'Dm•w M 0O c ll N J >O .I C0 L Wi GcH QA . .4 a 0, 02 C Ci u i 'cN C • W° m m 'o umy a r Ct_ 0,O y . not )bd 1p = O c u -o V' W l± o ^r. ^ .Uo A QJ ' > N N .... T a o o W b^ N w °' -- 9 c a. ro p .4:3 , W 5 c 'n cc- ct. . o LAG C vi)'nca .- C CO v rAC O d '2 y� g '5 N - ,i. N=. C^F aA U 13 1a m lir' 4.1 o Q.: o T'Cja LI ci n UvL N O- .o .0C Z o=b 0 C= 071 d b �o O o OO E E bri a. o- coO.NC. ,. y0 9 0 cil O o ,CH r.,4F �a h C W. ac L.. Toa ‘-.Z W? v o aW LaC>ca v , "E):: o. ra„o�o 2m U (��Ga NW - :1- :2-- 1... CC _ CJ L t Q N t, 'O ,a*y o 0 d a) U 'O ':/) _. til. (1 O O N ACKNOWLEDGMENTS o s C V O Y E o t ._1 E 0 • c ti V co"F3 ca •_ i d b f` C i, co c U N u` e C. N U E o 5 u N N OO r eiO) 0 J � OJ 0 D T Lgo N. N rf' F'.22 u co State of. Colorado Ulf City and County of Denver 0 "E- C a 0 W g 0 C N C CD >, tn 0.1 C N y o d ir A EXHIBIT "A' .W. 2527 25' : - •1 • .4 • iT4Cc 7 2 . /1 ./ : - "•"--. "?... 1,11..1 :•.:.:q ..... ..., • • ••. ,.‘ - \•.•., ".., ,, , . , \.}..., . • , .,1:,,,,„,;:„•••••_, •,,. . .,EL.: . ,„...:IL '''' ,• , ,... .•7 PX: 0 o. -.. • \ " i•E Uot E. • r .,., r I .., . :',: ...Yf. 1:. V:LIAP '' '' ) • „ — fr V.? Ill 1,11. t: . { i':(1..) ; :I!..4 1.12,31:yi i iCRIlrbr I I i 2 \'!P. • el • 11 T,.• 1,011 I ir 41 • r I • II, !...7fi.itl-.: - i MANI, INET PLAN • .•. ? 11,1 51 o• . . • 2:el 1 1::;; 1 RiN • 0( ;";', 'i/f.57/Pit !..fA Y.) 5. Inf PHOFIL.55 3,1 HOR1Z SCALE.; 5'. 300' V1,111. :4 I"- 130 - Map ShirAII/I t:5;11V (.;as (USA) Rose Ranch \Ay1) :j Pipeline SURFACE LEASE >caa� C� co z a., z o Wrn a) N o ° N ocnwcuc c-0 C (0 c0 o N - N C s N r U 0 Q t0 .NC •C U a N 'C N N W N cn M N N L', co co D N o) C N y> r 7 N• N N C_ C N N C O(0 i O y C 0 .'C (0 3 V) _' N co N '� N 0a) u) C E C J 3 N y J N U y c' @ N n.° E1 y0 C O' C N O N N L y C C c N C w — C ° c0 o C y y y C- E �, (CJ at N N N ° 1 O �' U N N C N J N n 'D N p) 0 o ac N" E C1 a)) N° 'Z, C N .Ni' o ((6 N n. := N in C :n .p C N N c C 't90 o a �, , 15 N w N` N C C) a N > N @ C -0 co O N N coN U .N O N T: 4) (9 J 'n CO C o y ` !V C _' ry C Q. 3 C o N N N� N C N tll V U co 0 o m N— m m c o N to al 0 yy W N . O C N N :Et 21 a C C _�tJ ON N L NN 'V n 3 C N N.- O Y N N O 9: L M «1 C_L. N N :b 1 C 7 ) U N n c_ i `L O o it 2° E (C0 c > .N--' d7 C -i 0: U y L O U a y N ., i0 N N N O— 6 W L) O O O N O « '0 I� t D Nrn'NE O U "Cay ONNN L -N N p W .0 N N N N O c` N-4 = °i t 0 N CT No= O 0 C or_ 4.2 N CE 0.5NCN Y . o C l OL c - LN C O Co 96 @NJmC'1N N N 'Et LCA CV0 o E N �IADE n al 0u� -c a L O CO N N O .a m O U — c' N O N 'U O E S N i- N m C — U 10 0 ;O N.. N o C) X O N J N N C �" Nco n U ill �" O w. > co •_C >. co°c z J y N b Q) _E O° 0 a) r0 > E 3, c O . O � O L . U.N- N a N U a O) -p .2 -.... Y '@ 0) c 7n w e 0 c L J N Q N ,�n C y f0 c S- .2) - ccl L (0 o in '- °a 46 � N i C ca O o E N U7 3 c �n C coE m V Nin N m O N F-^ m 0 E 3"s N m n E .N N Co N@ _. Cl r E o u D w2Th c o Hc,c a.SJu�o 2 z_ 2a r: - N M V )n <Ci r 13 O O CU1 w N C0 V) p 0 O 0 N CO N o E N o N u) V o co of 2 U E N W o E O > D Oc.) c C 7 N N 'O tO C C N CD ' N m 7 '3' ca = opp N N(tiN L.. n .c N t) 0 =7.., m c>0 E ui 4 L Cs n) c U J N To -o .-- (0 C p N N N ) -C 2), N ) c o m . N 0 J C p-•a•N EJ a TZ. C c W N Na '0CDc EN • >.o U 0 S_ w— °N O N CJ 10 J y .. CO V) C N ° N .a) f9 `n u o (n N o c`] E of LL + E o o 7\ ƒ /\ {».in al \ \ 211 CO\ \ \ 0 m :CV 2; o! a 03 ) to \ \ \ 0 oi (12 \\\ irri % \\ /- {!± \\ ƒ \f < in !-_- c )\ 01 CO !! _ 0 to If }° }\)\ \ )\ -f\ ;�G f0) C __ 0o (p \ƒ \7y «\\ 66/) §\ /// \ _ %30 2 — )) a {( {\} /$2 j/)) %\ «rI K3< ee \ _c . iv �� )� \\ _ ,r , /: = j z \ ea E : « j yy \\ \2 ` \ \\ \ ): { j : 2 % ! [ ® 7-3 ) D �� ® 0 ; « E )�� : §< > k a&2 k\\ 7D §!Q / \/ u) \ a6 f 9 §g j \3 EnCana Oil & Gas (USA) Inc. 0 ACKNOWLEDGMENT PAGE u o C T mQ N I m ,o C Y m W N -o V) m J O o J C � y o m a) c m03 O CL a) Il o t Z )ca un o D N t o to U 0 STATE OF COUNTY OF ai N -C O J C N E N 2 L) N c 0)o 03 O �rn m o c o O o L o3a) 73 fp (ON ^� co C C s D JN. . 3a) o a) C L �O O N 'tO a a) E Notary Public: STATE OF COLORADO CITY & COUNTY OF DENVER -D v C C o C m � N N L o 1/1 00a O C U N a) 0 a !U ca O.L N p .0 . 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