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Home My WebLink About1.1 Application Part 2Storm Water Management Plan Garfield County, Colorado October 2006 �2 \\& �\ ® /\\cco ® r4 P. &eo ) 3k « }j»ey k� `4§§a / 3k / 7; c5 G,> } / ) j\ 0© \ e) w EnCana E&P TABLE OF CONTENTS ‘o ‘o ‘0 0o o\ Q\ 01 O O O O O r. r. N N N N N M M M c}' c} Vl ‘O CO '0 00 ON .- N M CO ,--i 0 0 0 N a 00 0 y" V O H CU "j V g0, C4:1 g O H C 0b- zS z o ; 0 ° U C u �• AOU/ AU U H o C.° H • 0 0 0 H v a w ° U C O 0 U N A 0 U 0 cd U q Q • U C co 0) o • u, U U EN N 0 0 r�az o U � 00 C)i ° 4i bO H O re • ° o z o a, A .0 U R, Co C C ° O U GO p � N o O U C .a , cnw V) CW o ¢, y C7 471 CCb.co ol48 zo ' Hy 0 . C N UC ' 'bA em▪ 0 CETQ„ xv°�0 • 0C:bs(a N tbb a ° U %l �� 0 ~ O WUUNOU02"on ) V) W Hz UV] s, U Y A U .4 aJ GO r�H - md oqmw N Z C 0 0 P. 4 b ani -o Iii a2zH s m o o b ao o 'o N° -4-i oO Ems -(U d fYip45- 1fz4a4UV]>v)v)d.C7aSv]HHP.. V]Q' }.., 0UE.�� a5 0y az¢� V] O .� N M V l-- 00 0\ V] O 'V7] ° 7 W O ti M 7 V1 to N . 00 d\ .-+ .-I 1--i 1--, '--i �--, �--� .-+ Z M M cit % w U ,--•r N ,--c ti .--, .--1 e--1 - Il i --i i --i ,--I 1-4 1-1.-y ,--i .--i 1-1 ,--i - d' 'V 7 V V 7 7 n V V 4 V V 4 V V V V iy M V 7 r., 7 4 O O O O CC 11:1 l0 r” CO Cr) .� N M d' ,n O N N N N N N O O 4 ✓ N cn V EnCana E&P LIST OF FIGURES \ LIST OF APPENDICES ® /7 * mu \ _rr� 1-0 )) \kkk ° ee crl ...P. E E m==e R* * For Water Treatment Facilities refer to alternate SWMP as labled. 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W T z ° U S 8y4 .oA,ww N ed y 'S b w 9 Us°E° w °3-• °o ba' H ",°° °) bp 'n ° sG �W ° Tv °bq ,. n ° P. W N W PWy C.d0 w °. 6 6 co co o • Ur�yO " ° ° ^F�C! ch U Id SyV0° d°E ti �. O 2 004 ,c O' aN .2 �3 Z 1. L 20 cfa. 0 Q c° ° •< 0 .N HjE y U , ° H ° m Pi N EnCana E&P \j7,31 o at an p y \ 7:$ •G occt a 0 ix 0 U) 3\© [G/ \ � \) p-0 )§ '{ Gm §r \ \ " \A\) §0 /\� -- � ` 00 §\% wco ) 2= x HCJ en EnCana E&P CONSTRUCTION SITE DESCRIPTION O FI 0 O o N o~ N10g0.g0O,200C e❑OP e g 0 0N• f'g �d...N P. G cd td ad E2 s., 0OUWyy h. Wy V N 0•~O+.OUw A .�P, .N .b 4 ° 0 11Z) 0o ✓ '°'°Np W b � • t.b O73,1 Aai ^-iffri E o .>' .• .4ja °•w • ob 0.2 L., cd ° th '0o 0 G1ip• 0 o 0 Gb '7 U a) La-, V w i ,U p p o �o Ua ,, vs .a a• U6d 00nCD o Po o ogow• .00>>a ,4v• boli — 0 CIO • `�U N 0n U UU'N o°VCC. 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O "ti ^.d• 2 wbN-a w N�U0 ^~RN am —N N U U _ O.aO $aU>fl 'd U Pd Oan U acd -0 N °c 7rbcdH U3 0 ad H .0. 4° w ¢< yH 2 E3.4 cn a ww V EnCana E&P v C) v H U p O. 01)0= pU p V r: w p .b N Vo n ' OA 3 . U b b• O 0 0 Y cd 0 n' a" b o ,ca p b cd - . a r 3m O U T Yci CL CL 4-' 0 Y o O w WNU p'3 sat N'd,° • O p N p. 0 .0cdy 0 Fr0 7O xJ UO P .Gbqo '° tb • d Vk G /J b y HLi, °o a¢ '- 0 o b x WO Q 0cd �o 0o� m m 0 ' 0.4_1 IF; ' �O 0 n°° 3 i.rU0 P cii w oU) ,, o ro o 3 o b o v inH' :VCT ' VOy a ro G � Oi a� _iv) o bo pu) 0 rd y b ch ?pi o a c. Qacd°b p P. Ok°to ° 0 2 I a,O W N U N O t cd Y N 'J A °) p G by U. Y p. w '-' p U ca .0 0 0 'L*N cti ° UO O.roO vi CaW .1-,. •°,b .�¢. N W o F p b ca Y p 'd o V q -o Y V O wpY°k O 8 N cd Cd .F�". °� +-' .d O 'cd A ,� is.) ON •¢' N z N p. = p ai 3° 3 E t.� y c°a `a p '3 k dm /t ° 0°° 0 0 A y`% bA .. n Ucn , 0 4-i YO N 0. V ' p. 0 cd N T H cd 9 b°nowb bno �w o o a 70 ai w ' pH -Ga 3 cd N cfd ° Y •= ° N ,"'. ccdd •gid .0 t N ;>0 CD o t5 tib .N p, ° p. O p..b .� cd p. a� s. wo _q `a p on 4' 8 ani °° 0 v� d o ro— a cn o d o g ez:3 4 p ' 3 pry w ° o an c w , ° 3 0 o b o o °an 0 °' E. b b ro p O v y w 3 N o b .o to N N F. :� ti .L U O V N .-. ti W O w b vi ... b vi ° �. N Y ro i • ° .0 g; a m .d c•oa o 0 g N b o `a ro .� `a C) co Z a i t3 p. Ar(14 _ib) tnN 0. t" 2 s 2w 2 o Schedule of Construction Activities 1;ivi % b 0 W U tp p' cd N 'rn f.' O p T N w p cd N C M O 'r+ 0 p3 'U �. U � p k p .. 0 b• �, T ° 3 o a, c 3 N a N °' •Y Ua 2 0-0,40 Pc4 cdY Yj 'd V °J 0 p p p y O ° • 4°. o p x °d 5••T g -b ¢' 0 o Y o F.' U a0i cwd Y Yw b p •3 U G „2 °U ° P. ti 0 3 w °' A a �, � � Y cd YH °) ti V U •g V] 'b V p p �-+ �•to y ° H a"i " O on it i°i -es H U ' • ° ~• ct to > H aU>0a(ao N F� O Y V W i'. q NCc ti a o ��•" O c� bn to °pC° c C, a • d p W o N N a .8 > N "' U 0cu cS Z 3 w ° *EA a 0 a 0 len EnCana E&P O ° p on U qOYO h ro Hoo U p p yY Y UH x �IU W H ° b7 , G oF; ° Yy y° Y bT,, ijww °C r. W d0P0UOU ti U HU m H .x pai Uro min onoo ° � cc) 'C UwbNHw 0 �° � P. FG Rv °z°❑on °> g 0 U z 0 z o 4 Kt or,a est H roo .71: 6, Y 0NN0yU° 11 ° a H cn RTd Fcal on U0 nU n^@'PUHoU d O •,-1. U ULo a+ v OD 1:3 o n° Y p°° ° H G g°° W x ro a d Y ti b o ro Y Cay O H O w P. iiiti S4 �" .b b > H U .17-.' ,n W • m ro .U' O D U g CD W s o cd •U .' ti 0 .0 >0 0 H0 U b U U > ti o E. 44 0 an cn v3� Wo H '9'c"i-❑❑:C�',� •3 Q>0v:" Hz, UP > rola. .a al '7 Wo'�ia� 0a o o P V w co0 cc ' •y 0.o° 4 ' �` id b+@,i T 0 P [ 'm k . , ro c°.D w U CO 'b U O O CCN vi N co ro UU.pUkcd O 01 w U P. . 2 H oro Ca. U Y ° P• .9-1 °i b y Y°° (1 -A >-• 0°a° m U z al °b N OU O° iW rooY' U cf. NY co Up¢ w 0bN ° C ° ° • v a Hmi U P. Q -P., ,0 0 CIS?) '7 U • 0 obq (O :" U U cdA ° o ggbpa -- H U Ed k , O b N du) 0P' < 9 1 YUN GU GO Y ° .2 413 Pw H taO0 _bU > 08 Nb U '' U 5 O U ... • pW0U"NU U aiiU q� '0cn row H ro U �d c kb FO .^ U U >,. . w N w d N w 4J N n rot 't otok < w W".wU o i . i v ' °n Pg • .°z w s GHb b p U • N >(U0, wU o 0 U U UY U0 .• C° ro 44 UU0° f ro Cl IS oo o U o v ,4 ro U ob .0 - w 0 t ,o N x ch c.W 0U u, RU N H 'Y P, . a V a N H P. U U 'L7 N -, 1 W PN. P. •- O' I EnCana E&P o 3 •¢, a 0 Pel U !i. cd to 'Ci 0U0 - O Ts 0 E b $ O O L1 'd U Un%'b 0 0 N p4 ro 0 yU O P+ • O 0 T P o • O 0 Co T U U 0 P.4 a 0 m U OH y b CD N C 2 O EnCana E&P POTENTIAL POLLUTION SOURCES 0.sb 1. T 'O '0 -9, 14 18 'U w0 aM 0" N '0 zs 0 ^ o U > o ti a T.)4°'+�oom3a bo s.o'b Ta bmi ird ° V1�U° vi P. i m o OAN . V °WO 4-9) 3 00 o o te a 0 ° ro NLyGi O O. 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'4c O ' N • n N ob N U U .rn � ' a. ° o2 0 ° i b a y.- '° d O .—N oC o.y 0 o ro o Co � ° 'o'N❑.U ° U Noer w+°'bW tg Lb -AO N 01) i — ° �UN 'y 05 a o " o �• r' 0 o 0Uowi : O •y U .tio 'bAocn L : bD 0 0cct ° roU .o g ti :q8 o009bo ti -0 ro •• 0 O ro 0 0 0 w p ° o.n row 0Um0 dHA3 W U y'ti 0 0 0 b Npb o .P o•E 'd — tit N o p ro Tj °a° rob b ° p C°Co • rid See Appendix C (Table 1) for potential pollutants associated with specific sites. ob EnCana E&P DESCRIPTION OF CONTROL MEASURES 0" 3 n' ai o o ° •" O b atn a° 0ro 0 0 a d o ro ai hi 0.) O .Oa 0 i . 771 0 UN �y y 0. 0 . O J, G .d .0 U �', r: 23 U 0 ,Y U o L4 Y U N � ti o'>1 0 8 o O X) :0"" s. 8 a G � Q 3 b w ad 0 o o 0 N - d o wvo' w- a 3 g 3 co a •� ti = aro o 4-0 flhi 0 : �W ° b o a)2 3-g) v o o a op oI-. . o cl a p ° O O b) n -'r ooro -oOa q (4_4d O d °tal O Y N aPI , 0 0 2y U ° .0 0 m oa) 4. 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N M d V1 v:; h 00 0 d cd 'U 0 O EnCana E&P ill be recorded and ater control measure . .-q r @{. \ƒ\ j] / \\ /j\\ � ))-® Ca 0-.— )._ , $-, c,) �)�\) ) &± ®'mwem 1=0 tad (\j {)j\\ ) 2)•;/ a)� )&qct .Ga/ ;;Go/ \), • 0 $ ) ) $\//\ \ ;�'�- ®•:a§4(/ / a\/a ». \ti° (\) 5 1-4 \} /j 'E • a,r )x 2[maG» �az�`\))m)e 4);� )k 3a \\\\ \ \\ co 2° §»°� o -- • ;os ® ocn o .; e)O\ )§5) )t \ \jj{\ 2 »ease EnCana E&P Possible exceptions F.0 H:' \) �0 o \� \ �\ o :m coz \{ ®\ \ 'Fad \ [o O /\ § G9 2 /\ Cl EnCana E&P FINAL STABILIZATION 0 N CV N° cd > 0 0ONra>+1t22 Ki -ow 'O 0 GL d°rb ° ro y Ri o0cn 3ro .y .CN9°W 0-03 cd \--\---1 Uro 'b Le--( 000 ca>io ,5 aNe r�0co o a g 3 w 4-, '° ro d ro°° i °n 0 E 0 a .0 b C'N0bp t o % , p 0 y C ro wcz °° o ro 7: (;o :: :17)0 N cd N o w °oo°°-VI c.)i 74 ro v'aro 1a wC rns.'.. Ob°°y'cd W 'd b 0 W 'N b °°El . y ro C -0 ° 1n.� Y ro > ° 3 a m ° ° bo 0�'d�"0"i � ea ti-, tL w pi ai A .° ° o'0 o .. oy°�o G'1..o N cd s- 0 0 " Cro r. 'ntr°>tial al y °• 0., cp 0 ro O-0 ' 00 p° O o> Uib y>¢' ' 'G °° m° d"cC °+ cd NN 1:0 3 y> ° bn ro b- 2 .o ° ° Si b o CD ° a' 011 cdt o" W 1n E N 0 EnCana E&P CERTIFICATIONS O Owner/Applicant Certification -'b w'°ww w o• ".0 N `n Y ro 0 3 Ci o Y P. 0 aCA C-; W °Y, 0 ° (1 a 3wo2b •0 Pa e4. w ,'0 0 v▪ ;tr. 0 C b b y up up a) N 0 i N y 0 E a s-, o o Y O N y o b T cYd F. 0 4 '� w. a� °itcu� o 0 B • G a ' >, i p U N p tif, H 0 O 01-.00 on W U b 0 Y ' C) Y � b ,Sro0 ,¢,. Y 'b ' ° P', F'' N 0 cd ❑ 1. . '+4-' ° o 0 o c,.., .° N 3 O b e W riu c�yd N °A O� ap+ p > p ad G CCi m p 05 O aw • a ° o 0 •- a d o U w o O 042 t 0 04,4›,- ° A •, ° v a'"i on 2.0 on 4,J' N 0 2, o Y .Y+ G la N Ai-iC) Y .0 H -F' O. 0 W1,C y 1 w U1 6) H z N x Owner Name: EnCana Oil & Gas (USA), Inc. N Owner Addre Si o.n b Pkcncn en N EnCana E&P EnCana E&P David Grisso, Operations Super., 970/ 625-4209 Local Contact: E d 0 p 0 o� a8 0 a Ng ,_ ph 9Q>. xu' 8 O - Ho, .ae-qb V o oW HP8 U 3Q �3 w x co \ \\ \j CDPS GENERAL PERMIT AUTHORIZATION TO DISCHARGE UNDER THE COLORADO DISCHARGE PERMIT SYSTEM /\\/ t \ u!0- .; �0 /\; /}\ fG /j/\ "r§ .: . ƒ§ / /2;/\ 4 '-, o , ° ) )2}\$ 4 0. {/j)® \ } 3!/(ƒ.\.\o2ssƒ\¥\\/\2 3Q/(\ \ is C 4- s \ taw<a y/2 \{}\\ ) §/jƒ{ » \)( {„ "�1�, 72 \\\/ \Ec Mkt» 9\!/\ j2\.0 \yƒ// \e\a \\/\j90 {s4� (®3f / ° ^ /{\\\ \\\{ night, June 30, 2007. This permit and the authorization to discharge shall expire at Issued and Signed this COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMEN M M M MMMMMMdi d, W did, d, v"N N N in in NN ko co comco CO CO O\Q\ T 01010,010000 O ri ri H H H 11 .r1 E a) a 10 to -ri H 1] 0 O E+ 0 v.r4i a w a) u sri to u H to t, Fi 0 1.4 -HH 0) 41 bio 0 > 0p •r1 - 1) H v 04 a'''� °'4i 0 a q U 0 +.ri 0 U m1•) -1 CO rOf) > 54 3 H0 U 002 a) U %4 O W 0 trl1'4 0q. y,.°.N a1 }Oj•UU1H 4)',1A+ •r0l iPLH tl .1.1N E 0,H ia Q,H off 11 00 , H Cl,N4-i y 040 EH O 04E p1-1 Z a,a) 0 0 c1,0 0 00.N 0,0 0 0 0 H -1.) 1‘4 q U4i- 04U �gtoI,4)4gHHLOa y +d A p, 40.0 Uzi 0 a la A � .t) I1 '� N w 1 4 H a 4 a H co r -i N M 'ii In O C) FC a) 04_, 4.) 0 U 5 o • -i Si •.-i 5 aas a 0 row i r -i mr0 4-i 4) •rf co ra E4 C14 11 1oNroo-i Ol 10 0 Aa�i 0 0 4) 33g .d 04 q to 0 } 1-1 rI Uyj ry L, •ri aq 0 u 0 11 q 0 4) m x a) '0 H 0 0 0o N0 .Q, y N HN too co 0 M00 H00)ta, O�•riZ mt!)P1 m 0")a o 0) 11 X N to b .,�•'H g O -H $4 .0+) 0 0 al Za.100 -H m O 41 _ U a, O H • O w •rl N Al N -ri Sl 0 0 0 0 a AH $4 : 1 rgdO 02tO Cl),i Oa' L4 4 -ii cd • N • 0 g 0000 '0 4, 4, x 0 0 1 0) 41) 11 an d Ri 4) 010 tn > .00al 1a 0� 4) -) Z E 41 p G a vj H au u O -ri O . 0, $4 Zi: fti' 11 E S -i •r1 ri U 0 H H a•H W) O r$U.H q �E H re ,4 N 3 U 41 t/) (6 .11 04 a5 U 0 04 UIn N0N10.) 0 N C9axm N xm NCI di lfl l0 cf) ri N m d, :11 H to r ADDITIONAL DEFINITIONS q ABLE OF CONTENTS (cont.) H H N H H H H H 04 a N L Oro m 0 N N 7a a o w H o 0'H a 4444 H • ❑❑0 N 00 0144 a 0) .4 N 0 N N N M M M M d. V. d' W d'' V1 V1 4.0 l0 o r- N N r - H H H H H H H H H He -1 HHHHHHHHHHHH 0 0 H N N U 0 0 0 H O 0 0 .H I u N co 0 0 0 Ori 4 0 4-i 4.4 pu0 -H 0 N U U N N 0 O 0 co .r1 H 0 H 7 m 4a N 4i r4 r1 H 0 0 0z°00 H 40 H •H • H P. N t N a at 0 E • pm m m H 0-H 4� a ad O 0 a m E G '7d O0 ZUmz°mwoaaZP404 w W • . . . H N Incomplete W E JJ N 0 H 0 U 00NI E CI 0 H •4 rj H v H ro N N vwro � t0Cd d 4-I N 0 b 0 N t1 m Cr°] 0 • o u • ,i • 0 cal -P 00. 10 N to a) 0 w 44 • 0 0 .H y1 N 0 H °ua .0 0 N PI • 0 u° ° O N 0 .0 N 0 0 E H m x 0.Q0 H rnw d 0 L 0 # H N N N r H q0 0 0-1 4� 'CI qm OA Urdy > • ° • q rt h >i r -I Hi C N 041 Ori 011 Pi N td 0 04 ,"_ 0 Ca .01 04 CD 4_i 000 aAH N •tMi O N 4-1 N H SCI 3 'H •H OA u m t )-401 > 0 0 m b' H 4 H 0 040- 110 a UWa U 5 N 0 04 CO 0 .H to 0 ,1 F▪ i if1 W V. CO 01 r -i Ow H N M tM ui W N co al H m a w a m COVERAGE UNDER THIS PERM] Authority to Discharge C O U 0 O c_, c0 O E cA 0 J G- .-i °c Ea c . g ac' la o w � ° PN y p. On O TO N 7 �8t -. C •_ d E ° 0ro> 'f.'s cd N 3 tc U c- 0 ( 0 .0 ° y .O o O 3 .N°. Ny F'Cr; c0o c 3 .- aw -La° aE °1. 6n c 8 'v 8 tb N C N C Y N L „F., G g > ena r to u T c c y.5 E o. ;E' .2 a c o o E E an ei .t.• ° a _ to a E U 1 j.c3 y a w O0. aa-� .N 7 m c c 2 ° o im. d fi n m .0 on m m u 3 F o E. 8 n 8 o 0 E. U .5, -8 9 Q a 3 7 0 N F Industries Covered Under this Pe ?UT. Stormwater: Stormwater is precipitation -induced surface runoff. _C N mF 0 . p s N 6 F 'r'r. y y O C C ° a. s O '> s i. O U F c O ctl N o O .N U F. d-6 E $.'.c E o 0 2 V L'yL w F g " c a.� 0 Env EO .7 C to v C U g FO r^ N Ed .'N. F 3' 0 O CA OO N N .2 ` L O ..+ Q 2 u .'. tC 0 v a. - o E N a u° rd 0. u _- Z. o o7.: ii:o U 'v c i 74 FA f'O 4 E C 0 y g.N m •E u ° 0 c, cA n oCSc a S L .. C '; c 9 d Q m ad' ..c c E°° a _ 'Oy',,Sa 'x -' E c i1 3c `o c o w N h U - u a 4. O 0 ° 3 9 caiCU 'C0 .6 QF a vCi_ 8$ iyQmw o ac N U N .0 a O NL m -a !a T a C c n L OG'a) >' —. n a0. .cG 0 4 ->'CNG .g 'C 3 NU a. G S N o= aa o Vul o oG N s- rodmU CFvN�' m a Ca�o'aw w H � o oT C a 3 a U o 3ly G yg to E G.0EO° 1.;) ..m' o aEN13 t .°n_Ni°NTF.udaNtiEaCEEv.a o wiQ u a c .o o ce. c aw,a 8ys -F °A°E m.O 1. ti mil c F a E Ei- '% o FsC ° o a voVy ro .0 &v'C v ° 3 bK b 0 ca 'rU v F am. ' -, v 6 to 0 m" r° 8pN JT 3 ti y y T 4a< 2'0 Fv o c.'>mO°a mca eEm :r, •. u o •E > r C m mO c' s y _N �, v„ -T oybF °m o 3 4 U g « a a o m ,` Ne -E G 01 aU ¢° 0 V]'p Omoo co C- F Q� uEo3a `-0;QN�.� '$ a'c4>. o S 4v N M Cr” n L .a a 0. C'°Q ]- .7 C .' U O N aD a d r N v 2 c C W S O e0 U 2 U O« ,0 p ° ° sy M U t 0 S> Q ° 0 Ld o N 3 b'E : 0 .. c ° o U .t.L G o O- 4 , m .0 y. o 2 .0 �? �° a „ ..f 0 0. .iii± tB . > 0 2 0. E ?_ "0o C = s U _ ~ U > HWU ..c _j =a -0Gt?:O U. NNS v Fm L3�o EY o 03 fl 0 A E c m "o" 3 �' E c roa "' -c . O '5 0 c, ° :>a a a to Zo... > 12 LNat Yo' oo�a o 0m c_ c9a<na Ut` o m NL `L4 0Os t O to 4 U 0.p C F O T 0 ° O °P.° C O g p U .. L ... O u N C n C N F. '� 'Etu:o v: E 0 m rb. c .. .O 0> cj co O T,= n Oat E P. c 0 >, 3 m E v E '< y 0 o0 � m c u 5 U E 8 E y 0- G V 9 N Lw C4 v `p .0 0.Y '�'-A W y � c c u A ¢'3 0 50.4 m° E ,"F gi a A. COVERAGE UNDER THIS PERMIT (cont.) '- 0 r n L U td P, 4 y � E E ,. E o. n 3 v, 0. G eO Ob 0nLU N-.._ 3 ° a'0 E O rI �"c 0 2 P .-. LonL -0 ° E G^ `> O a« O c ^^ N G ;55, ct E° o v 113 .3 .: ¢ v N t o 0 .^., .0 o0 0.- 0 a v` > E F .E d C U U e O L 0 E (,`. Q fJ p U M U- �y 0 t C. 3 U r.1 o$ N w 0 C p OtE V�O a..+N^¢a3'Yi.L Q ii .0 @ 0CI 0et «.1 F •.o m;%a as 6 „,E Ci C J c 3 a°e 08,E --,0103.50.0... -et ISrn O -° One original completed discharge permit application shall be submitted, by mail or hand delivc Summary of Application: The application requires, at a minimum, the following: a gal G O ll ' ,n O '.l __i il U o en T U 0 9i 0E>>'�L :0: rn."' 4P. • ,c c .°c .G .y 3-51 .�cid o a 0p:°22 0 b 000 .D o 'O -0L°O2G0 O c U. 0 �' �2 0 0 0 o sN oF o s P . vEa0 17 ) 00 o 8,° _co 2 C N G 'd " L d O' y °°.o C_o W y- 6 y L c 0`0yOcU)o` pi, T,..,80 .p° st G �O h .4020 o U ,� p) �0 Y .0+ o ° m 0 c, o C o o- 3 ' .0 C 0 N N o U 0 o v. y%G .0. N O V,7 — orc� _z 7 N op td y' 1 0 0 0 - 0. V NJ. N O A U 0 Q O $ is o- to W .d� Q o 0g c3O GCL . 0 E O586 ° LI N� "v E 'U "I hc y E H g.p U °° E 0 F GZ ,QIF' J cUE- n1 on a 0-+ Permit Certification Procedr 0 a, 0 0 V 0 O U C U U O Y d'rz O ° 0 a, 0 n L m `o U 9 G Y U 3 P o li 4'5 n.0 F o 1-) e on 0 °L S — 3 o d U 0 o c en U 0 GI C r O O L' ''L" N 5 O Gc« F o. N V 0 O cy U N c N y z O O N c a S H LO 4J fl'f c ° oc a a a c v v c� 9 o >„ R a O O £O .O bO 9 c C c a c 9 25 4 0 3 . '9c tO 0 U F - N U D 4 U U T o' 9 7 .0 9 U '00 UO. C W. a. 0 Q C >ti. " .U+ Fa L 'a N N OFu ; 9 Wy Cu0Zu R N _ U on N 9 JD U > v U C u N_o 0 , U U. y P. _ N °N in O 0 .ti a "7 j 'nn m _4..., >,o SO c •5 C'F.O c F CN ,-N d 9 9 O '« v 9 C G C ,'J`tl o c 0 :c o 4i 9 O C J CC.I •�,y c.3L c >_ m .. F 9 .', O O 0 E _ 0' 9 O. 9 3 C O V U Y 70'0 0 N y. F O y O O G4.= N Lg. iFs 49 o n O "C '- C.@L9 > U 0 Q C i .G L y al I. _ '• 0 9 0 u fi c C 5 ", O J iy O 0 O 0- 0 o E'.o .0.c 0 0.0 C O y C C U GL0 .E a a ¢ c 'v A. COVERAGE UNDER TffiS PERMIT (cont.) 0 2 O co 9 T r' 4 r O O 4._ Y L . a E N c o 0 u v v c h c = L2 0 9 G 'm U >_ O U L L 9 .„ E `AC a5 C C a 0'h0 .o 5 . > Fb Z G C N O G 'U N Oti. N W 2 N z-.`3 51 , N vCvi x 9 E0 a4. a a O c Gv .._tiFNU y yUuW U O P€ CC9 0roOv U,y.-C N su O Fj 0.000 o ,� n>9 > 0 0 z E Fa on F : C b o 3 Y 0 C 0 N C O U N O F r 0 • o ao @ o' U A c0io bn N '0 0 C 9 ' 0 d v > v, O U y O 09) 4. 0 0 O O 0 o C 0 r U U 0 o Ci U•O o 9 ` N atT )C.9 0 0 o N oo O T 0 0 E 3 c ro o EF- 0 0 N 'E0 ”0 6 O Y N N O c U N F m y N 0 O > 0 F.s C C M o P a O O 0 O W 0- G2 ) O 3 .fi O 0- 0 R O ¢ T H N D -c E 3 cu a a O F O O u0 a<10 To j 'U OO '> U O F .. = E t.t ces 0 w 'E v Ia sa .33 9 U 0 7 y 8 yo i N O 'a a t N C y 3 00 0 C 0 � 3 m t- 0 F. ) 0 0 O 2 0 h n ti O e aS 0. c o 0 2 9 3 00 o. N N 0 a E- 9, V 0 N b aO T C 0 0 0 0 A u C- Inactivation Notice O ;90 'o Jo 9 H" en:3 c 0 N 0 o y 0 O. C C o O 0. �._ H tro 3 1* 9 O 0 0 N 012.'.1-4' a C E'2.0 C U 5 T C .0 0 c 0 0 sC N d ti >' 900:= 'CC u C E O Y O N a N o 0 c 8 €= 3 0 0 W 0 F Z 0 w L O q'y COO g U,� co 3 .E c 0 > to 0 O F .0 O V O yJ ryto a •" m c .V « 0 0 0- 2 N E 9 m ' 5 c '��, E 3 a - 9 o V0 3 N N C v!- U 0 O 9 - N ci N N C W a 9 1 U _i « > L Q 1 . 6 v s - 0 c 0.S O 0 Ti .c c ?.,,E-, iY Q -0 ti, O G m to 6 u 6 V O = ^i J o o_V C w N M Y C g 9 E c O'� `.. N 0.9 . °,O EG'0 C0 L.C 0 o a '1 vvi C p 9 O 0 C K T t • FrI F 0 E CsY C.O, Y y =2-2. :ri v a E w c0 03 o 0w Eu P. 4m C e U nO 0>o c ,0 L. oc : ay^L FF.G.oS 0 IO U C' . 9 0 0 N 0 V F o 0 v a O L .a N 0 O 0 O N C o 0o 0 0 y 3 o O v 0 v v C C4 .76v O a p O « C.) a 0. E ^O N N U L O Y>co > d o U 2 L. Sc. 0. o w F+. H W U ti U) a C� a teE N IN2 15 b H c0 °0 CO ro w a a a _,La .UN PC o b Ua N c « 0 o. ti V v n CO ti 0m =E E a N N8. - U N U) N N i! N L « a u c -C '70 0 .c0 0 o 0 c c o L K N E 3 a L o` E N >' c o w E E „ u U C c « U 0 w « y CO O v g V v F .2 y t _p Le o N Y K b > c 0No v 0g N a Q F -ro''-c' d p o a C tib E Vc « c c 0 3 , = 3 0 _ U 0. 3 0 o G9 w r .'E S ELopv c cC U « b .8 a.c. N F a o.w aQ' 0 C C .c v O U.0 a' 0Pa' ,0 n, •E r 0 a E N ,....4:;,2 L&.5 a 9>oU E"C 31ZapI vUT�C>L...2 t EC € •«- O C a a3m z a 80 0 E N D U "O N C .-. 0 O A. COVERAGE UNDER THIS PERMIT (cont.) Permit Expiration Date v a NCl 44 G 0 Hca eco z L 0 N V N N c0 E o 4- a ° ; Ear F E j v C cle ' C o m v N L GL' C a ?nova 6 , C co Lco 0 C 5 V t r 6v C c A b 0 N d M.0 0 .N c .-2" c 0. 0 ti ti 0 0 N o a a a E c E.E U Xo C T, d C G .^. F « C y � GT >•'5" N U 2 m c s o 0. to-tw L° ZC Cp 5 m m C = a 60 Uc J 2 c T9 v O q _ a U) 0 ¢ 3 m d c .2ECc a 0 E a Q a 4 a n r 'O -• L C 8 m E 4 p GO o 4Jco p, ?� N « N co ,O 0 y y L !; ¢ 2 $ a a 4 Ca C a,0 Vi cd - a W E G 0. 1,1 0:2p m �'O > C 0 O c15 co 153 s 3 c O m =to U OD 5...c j U 0 0 c w E 0 m u o 0Ev UI U,t o U = E o c c n'E N E c 0 CO L ^ E N '. N -2 Qa F cc, F ,a E m y o j e > U CQ 0 v v 4'U T S 0 v0 U <.c 2 wnstream drinking water intakes or a high quality -o 0 a oOo0 C O N U) ro L `o ti N C `N N !' L TaN c c o "a' U H = > a a S E« 3 UU U - N U, E. a O a> ' N - 3 c o «> mro Z:...., -Q• ac2 > N n L y d .c U -0 Q 'r-. N G y K i c'. a an c c 8 c E s c c 0 c ;c a N U 0 e E v °� G V .V, F! a v C E J ,v O w « F > M U b bh T O O 00 0 E v T N C y @ L 0 C 4 a C U -at . v -c WATER MANAGEMENT PLAN N R Y «' i m V m .' m .ro 14-1j u0 v v '0 O C TJ CU, U a aC L. ,E o C U d b C a U 0 N c 3 4 E L T m= o O v _ O U) Cej U U H 0 ,C « N CO, 3 c g c 04 u o_c E s v :S 8y 00 U) O c v E 76 .0 ev = ° E H 9.01 c v E F n N =C q 3 3 — 0 re o C L O O a 0 3 0 O 0 N L C E 0 y O C N o 03E>y '0 0 E 9 c Ns`@_C os':? v C 9 c c 0 U N p O s a o O' 0 U R The SWMP shall include the following items, at a minimum: N a O N 0 O O T O 0 N C 0 O N 0 V t.. .01 5 a «a O cl X a of J 5 N 0 C) J U ti a N .G ch Ug C 0 c0) E LgyomO.c co 6.6 oft N , n .4 a w 5 oa ` E :ao as>E ma ' a " N°'v • w 3 a'>omaaa g > oaa ; • o f N0 NU04-O io> o w1:1• O A tri qL C • O Y CONTENTS OF THE STORMW ATER MANAGEMENT PLAN (cont.) O Site Deseri y U 0, U N 2 >.4+ 0 24...G S. ,Gy e x J c' o 0 E o. a' G 0 U O G N U at o ee k J U O Q O v0 • m y • « v . a L0 C y t .roog= 5E sF 3-48 U O L U ti.g a 0 4 Y J 43.) N 'ocoC -a- O r o '3• y r_8. It..) • s `E� v 10 o 01- 3 ,LFvO 4 JoF `° .=`C at G T'y a q L a) O0. N C ' w V>.� m o O OL YG _ m � U J .0- 44° 5' 0 z.0 21C—.. y 'C`yO�4G O CO m G'?EL y>O o0y3 dd yJBiroO N 8 J .D J cp O co c C�§ ac'Oo y of u)`.�c m om 0 la v ifi v o. = E EG v c p — m p m y vE. W o >,F is 0 o a v3 o U c . -8 9 .0 2« 00 N U '^ (CaO'O GC'a, - 8 -0 fel el .0 imaN 0 . 0 oaC r�',Q OOuo-V t .> v.0gL� •C^A 4- G N O9GNy > a 23 m o m.O o`o E o 0try, 8.0 4 7 '` o y N 6 .6O =W ' oEa c« mmv 2ooc 0 8F « bb,... E 0 4 av ^_ .L5N ea .F yv45C-vG,U000y00 °c ' 5 0 . -8 •E n ) U V a 73 ,L, 5 m C'%ar O,,CC.2J.= pO m m m ° 22'2 4 Q LCOQ JQr O 0 r E 5 r (‚‚‚((II z d 'm LI] m 3 a v C c➢ L 57 W RMPs for Stormwater Pollution Prevention ra an a",C CI C C g 3 W O a)d 2 O a c VU N y af�` pGo G J ✓ • O o O y E ▪ :? s v o 0. O al N o O E,E 0 4`' 0 1. E 2. , a G° 3tv. a C C c A aC O O 3 E.5 n • G U .- N 0C -a.c y T ,E o O • 2 J E �? c 4n a aC m o3 -o_ w o ,' « on o 0 o v E O. FFF A o .Lv: 4 0, c N .0 J 0 ,O L 0. c 2 U ,J00 4 c m v a v . kr L a d ,c O 6 x C O u J C .a � co o".o o J U N 0, yn U• yy ` i 11 C0 a J U S v a G D -.5 tN .tli N J C 00! G E . m 0 en N O Cat N y :) 2 a c T C.O C v o ami u ., a G '0^_)4_ 2 • 2 = c Te 0 c to H G H a U G o at 4., m N O O p c 0 Wl 2 Ti m « .E y .. o .c '`-d oo . 0 - a H E.. o E The description of controls shall address the following minimum components: Erosion and Sediment Controls N E .0 N O • G « y p 00 '" O m a) CO o 00 Y 4 CCL > .E i N -5 .. C o Ca .-C uc .... .N C y NGN y tri .3 ..-- 0 O 3Xo . U 0 �v 8.-0 8.-0. ▪ =m an ✓ 4G 7N 3/43 � 0 y c° a 2 tpN7 u• v CJ ,%! j G Y I::ic: dzcd N O• v Ov'S .J ,TN Qo• a N • 4.. E O C cJ O aJNCFC C4G GC m aO Qa.rot4a5J• -di 4, s 4 t. Lm + 4E1 G to 5 U ai .2+ 6 Q .§ a y 0 • sF 42 �E >, ua' oEtiC OS d u a 0 ` coo 0 uJ yGy vE `.Gd 3 v 2 3aF«^ u a .• N S rN J N £' J ,P. m v ''Egg 3.`c b 'o O n o a G' .`'�. co a >0 Z .N m ? N « ti) n £ c_ I � « a O G O O N y N - C.0o N z Q o v H CO JJ y O V C -0 c O H N E ro ti rn� a o mo Pc a a `d X E" c 0 0 m0 L O C - V a o E A o N O Co 0 N 0 E N «G0.y o E 0 E= 55E 0.o, J = 0 C C > O C 5 y V : ^N N j 0 F ^ N O F VU a c Y� C 0 2 3 o O O :E . N 131 r. .2' ro F o N O O C a y « o 2 6 c (C � N v C t s 4 Oo to v 3 .,r a ,, a N it c S o •5 E 0. B. CONTENTS OF THE STORMWATER MANAGEMENT PLAN (cont.) Materials Handling and Snill Prevention. CCS E V C term Stormwa 0 C R C a C 0 a 0 00 E N N E Uro m a o E N U N_ d y V �y A N b G c O u m 0- o O '0 O 0 O 2 a c V Ca o 2- E E 2 a c 4- V O F 0 O O p w U 0 -5 a N o a n ? v oeLb- Te H E a -o 0 H .E 0a 0 7 $ c C V F C y O O N > 0/- .- 0 PF V 0 0 F G L 3 2 Co a an.H tai 0 O c0 m 0 0 0 E 0 O Co _ c Q 0 J = N O a > H H N 1.1 a g C O p Q.) n > a 0. 4 V E ._ E V J C E 8 V O.. VV78 5 5 E 0 N V N $ y o F a N W C. O E N a Co 0 C O U 0 0:sv° EN a o8- a 7 C O S P. 'CC :_ a 0 o a Q o La on Other Controls 0 m m 9 C U P.° N 0 9 0 E E E U d ` aa. O _ 0 O O c « P. U O -93 O C E a_ c C Co o a Co n« 3 ection and Maintenance TERMS AND CO U General Limitations The following limitations shall apply to all discharges covered by this permit: 0 0 CC C p O C 0 0 U Co 0 v N C) F Co 0 C 00a N C C 0 .o G Ca N O ,N 0 a cl O m a ro 00 V a O U F P. O E V -" on Co o 5 o- v C 0 D. 0 $ E 0 CY 3 V a v t g N m 0 E 0 i o 0�. o N 0 5- O d C G 2 O o O o V v J CO E n d g0 c a F U O .. y • a 'O « _U NC 5 C U 0 'C 0 O N E 0 c O on_a 0 .a 4 :C 0 F Q C 0 U E « D y y 0 0 4. N O w 0 .[ 0 'c .g v O 6'Q u N •? T tad ta C F d()CO a s c 0 > jg O 00 2 U ttt.G .o.a 4N D N N 02 42 2> V N 0 x 59-, 0- p mCo 0. C o m Co zN s o o Y y O Y N O 0'E O ° a — r' _ 0 _v O N t.0�'U0 U 0. O u 6 a CL"U U 0 O o 0 .. . d c O o •° NZU> UU 8G Er z8 4 2 H OJ - a a i 20 y ° 3 avE+ a)F b .v = c'$ rro 0 ^ aaa . c o m za 0`OmE .ro yo4. ° 5" 02 a N E 3 _N nE . c a o _ 3 0 N U9`UO V E E o 0 N 0➢ ° .27a -2 O N t o c $ o.� 3 0.0 E 0 E d n E 3 - o ` y tn v E SE.E .0 0 °_ o U N u a (2,0E5 m o U 3° y •E 8 0 y°• a SI 2 Jo �Q ani c y N Y N N Z V E L N C p03 c « ,�, a, m E" 'a 3 :o a G o . 1 T T -0 is O ql 0.'0 O` E m - to°_ ea o to C U c c0 o„8- 00 0 c o J: L C d... E L.E ? ,, L O w _ [ J • o z .c 690.02 ...-1.--._ d' , > 03•- 0 3 ..le.: 'y v c a.5 IT" w 2°n .tn E on Qw"m O QB.� e o` ITTONS (cont.) TERMS AND CO. C a v Prohibition of Non-Stormwater Dischar N '. o O .c T 8 L 0 G E d E E O OU a a •s `c W 3 0 c.0, 9 EQ N Q U L° N J U W - 2 0 c com o L 9 N G i q 000 C ° E. s E 0 y 0 00 0 0. 0 v i. y $ �° C 4,c3 >, a 3 .0 N g '0 •° ti LuLi' 7 c o > E c v 0 0 r -a v .. ec c Ya Cu E f+ E $3v" a L N R v (tl P. JOS S �Y ° til .s NO n z O m E 5 ^ w aa bR °O m - c '0 O 2 9 �3 v'- .2 .aa v: ❑ E 0 > y O L L .„ E cl ;15 OEa 3 n K .. t; nco0- N._.c ti 0 W y to O ro ,v_ m .0 - landscape irrigation return flow J Do nooI Releases in Excess of Reportable co; U .0 H M C o N o a' ti 0 c _ O x U O o ° dz O O 0, ,> o 0 v c c 3 N o '5 b v o 0 00 c c ° o 0._ X 'c `"a O g, c Pre. To. t 'c m 0 vi O O I' .ac 0, cn w° 00 r o0 w v eCn o • E .c rI U u Q. d'v >' h E 0. Stormwater Managment Plans a 1`o CD U > 'U u O N C O 000 w v f N L. o C F 0 N N U C b0 5 01.E. d O W' 4 5 .0 'c c �4 as—tl'S P 3 v RI t L i'' ' N W ,v. 0 u C'a C a) 04 u O c0 > o o 0 •-• 3 c o o c. 3v-8 p c b a o E 8 0- , 3 u . c > a 0 no 0 c v o. E U E d c `° p' O c 0 �z3 ti —LI3 C y .L3 0 w E L C 0 3 v 0 0 yv 0 'E Ed h",:' o 'v L o ti g'1":° a« A •(I 0 F '0 u I-. a' n ° S 3 0 s a en o c r 6 0.o"« ° v w U g 4 a 3 `S a E> $ 0,.$ o 8 o D ' o 0. E c a ` Pa o ° Sc=t 8•., an 3 F 3 c oc ✓O0 0 o'' c 0. Co0 m .0 0 C n o 0 O iG E . Y c F ti o d G F U o o c '0 v a o a o f o$ 8'a O z —w :9- +;.) c. 3 3 a'' wm c cg O O F $` >, F °. a G d cF .w ° L O L d c ' P -0 N O O mao -co E U.O d > dC .ocd U y G N cN 2O G F U d a^E0F5 c it -8 0 :4.7.1 0. U _ C6 N 3 E .0 cv N c o .« iO 00 Oa " Od SEA5 6. N2, O 2 Y 0. . "O ON d O HHa scs "— G° "reN d 0 q dc RodNE"�Xmc m>F. 0 F >a w a > - 0rus 0 ° a�S0 4. r.. d >F U dg °O E N iwo y OE L.°r w _Rc .c- '0 c O ' a y G c Cd>dJLU U OpCDN GE _ U e CO ° i- O •N F as C N c g 0 y 0' aa) c, " o o o s 3 :0 E d %J o ta U w ^_ E E` b U C_ p op d O. U1 G R b G C U 0 * EF 5 00 p U �^ o CrE"d0. 0, 'L E 2C C ° T C RC oL 'C LO c . c) 2 0m C0N�CC dE U 'O e0 0° - U 'L�Q eE 00 o G' ppda c 9 0.) -0'0 •O0oG- 2 R -^0 oa 8 N FN -U'O O Q o 0. G. a,c ci E L.' o -e,,, E 0 c• c o z c� Of 3. t- UE_OE W'— N'E 0 C3 0 b . 9'° O0d Rs A Ep `c oEOtCU N u 13 3 GnE °ESL9 tit d04 d E 300c°nE ti n '6 ECo .NF c as O G d•^ -' p 0 O V E cJ 0 c 'y m w L d a o .Y d .o C1 'g� N N 6 C > _y G .. t v F dFaC OE d C *F N'GcG « 6y Cr 0 C O.0rn ., F.o va, EJ 0 d ° O p.� E .n R.v. ti m 0 c N•v c z ro c._ p a r d U" 9 O d O CD.. a 0 d O 0 O F C .0 j N d •O L �n yRi 0 G F d v v H d 0 v« 0 3 7 t v m c `.J > .a v :51- mA o."2'a P 30`00 _iii P. tyaE R. n F E= d Ue3 0 o c y o T 0 O a Cd z TERMS AND CONDITIONS (cont.) b ny local agency in charge of W 0 0 d CZ' O r. 0 p a v vs U. FE — 0 c 'c c 0 C y •"• O � o E 0 y d o 0 0 . 0 G a x o a cc ° 0 D G `• .' a• y--0; v o a W e 0 y Y o C 3.) 0 0 u '> ro 0Dy F F ro v 0 9 0 E m L L o `d v°, 4' 0 y F y'O C N o P V 3 c F N ._ 83py' t C " v a O y ll v C wro b... c' O 0R v0. co G 0OVY 0• v E VF v. COF2 E 0'` 0 'd o O a aS_ E 0 F ° 0 t a'0 d O 1.. a 0 0 a 0 a 1.....0 a 0 ° o C 4. F 'O F d c m E v d a c E— a ._ d L d 0 -:`g E F 0 a F B E 0•c 2C d v > 33�� c 2 co 0.`—tl'E Q, a — v F FE. ,j ro ¢ .-9) F a D. ADDITIONAL DEFINITIONS 3. CO d . G F ` d .c 4, 0 3 O c F 0 v A c y '0 '0 a. 0 ,%) 'C O 0- " nd.. E.-0 v C '0 d — G 0 0 .U. 0. C F L d 0 N F N 5 r, w o ,5-^ 3 r O _ G G n1.o d 8 = dO U 2 7 t. i F. E. O U a aV d 00 O w d a U V O O 5 G 9 Ut. o ' o Y w g• G toc o C 7-1 0 3 E a y S.:8 e F O L O2 o'' R T c c `0 c Z 2. •E y O y c .0 ti m m 0.0 C ers W 0 Os .. °0 R o 0 o 8 .8 0 G 0 R OOK ti _ 0.SU `R cU v. 0 0 y a U OC d d tr v' o 0LF' N N �' E. U U c m U. tj d o 75 0F o• 2 ¢ U L A G Ftio a O x c RaE u d U R 9_ 74 G 'O y ELM 9 ,F A o 0 t d c c v v 'c o F 0 F z E E 2 E d° E9 U R C y i L O. 0 v: p L m e ^a' o E. w C m IC — N C Cc{F._ O L d O O e, - 0 0 N oA co .2. ` a 0 Ce 8 --EO vo 3 Y > d C N V .y FUF C Fo CC UC cox o '0 y 'O LI)0VA y L E j Y'O ct, CTU 0 O. 9 - en .s 0 ••- C ` 8 J0 va v4i > E L - o 0 N A 3U7 gE4, E-0 m °E=o o D,CU°z .+ N o �0ryto2 .n E ' y 0 F O E g cO-7 O .� L0 0 `ma)o9 eo Ony o NcO Yy C r_' a a w ,a ro .5t2 0 co •5 d a '3 .- 'O5 TU 3 E O .a = C FY2"r> p - a' c en E to c g E d 4 c RYOYF Op 1N c _ Y.. > 'O y '7 U 0 Q t L V L O yw4'2"NSa3 f0.'OcV o o to SN 8" o g v K-8 w 2 o 0 ro3Y c •FN.00NyCNVO t. 0 0 B+cn + LE m t ` OaY o o f 33 C•oCYwF V t.v.F9. O pp -CN ZO C C V = (' .Y.vi.0 49 Y U O 0 E v Y y N t E� •= U .0.O F Y C. A o o 2 V o 0 0 .o, � . v .E o 3 c ' v F 'c06 0 �irYy Y Y . i. $b•c?�y rro aiN 6 6.2 v cG e c C r ILJT a..mTp«y 0E A 6 N 'L a) 0 a E m F Cp'- YT oF 'Oo cl 0 O. U p Y ` O U3 wy> «O- °,492 o0o L W C • c 5 �. w Ec•. - F - en 00 ci'C ` fag .V. mE R FP ' c 0 0 Eai Y ro .a.o0 3 0. ..° cy el -0 ::v E wT - E E+ - 3 -am 71°- 3 2 g s 3 a u s y y 0 c =" y V 082 .>iOS 1v g. bYw g S v c E N a^ c > >, h ,R •O 0 O • 0 ll «� C •0 .0 C V 0 .0 F ,e.“ .� y c Q y 0 3 o« a a d w g iii 0 0 IC" i L o 0 O co 74 O Y N F « V °o c C c. « 5 E o .. 3 ,..i a �a N' 'O .E o V a5 �' Y C.« - F e a) Y C C '> c .c °' a d a ._ 5 ` y t N c ',', :L .00 2 a 2 E 00 .F O u n o Co a le oo a o 0 ADDITIONAL DEFINITIONS (cont.) 0_ L ''E G CN Oa w a 0 a 3 Y � 3 i o Ea 2. a E U n C F O 4 O no R s H y O C mw C 0 0 L Q. co . E aE a 0 . t -5. 3 o Ei 3 3 a C .E CT q N «c• -• E O a 0 3) O A. O..E 0 IL Receiving Water: any water of the State of Colorado into which storm water related to constru 12. Runoff coefficient: the fraction of total rainfall that will appear as runoff. 0 0 0 k 0 0 E c, O CO c o d .9 N ro F E0 2' -2 V 2 U •N .F Tie N r N YN Ew co E Y O 0 '0 '0 & a U Y V T N E v 3 a 'a -0 m` ' e • E 0 0 0 '' y b L C_Y-J t 3 3 O u F L H O Y `v a z c o 3 . - 0 SN N 0 « F cm .on ,00 0 .0 M o V C n _ % 0 c in 5.8 E a Stormwater: precipitation -induced surface runoff. a 4 L T w 0'-= O _N o Y 61 U t 'A b o y 0 80 -0 L 0 b F Cu ° v 3 c' F n j, u a ? o O C O O. 0 °> 5. Y = Y i 0 .0 w GT o) 40 L 0 O O c Y - C T 0 .c m m w o O 0 O N 6 F 0 0 4 N N 9r. O Y N_ ^ Y `N ‘,.•T_ 0 u Y �� N w 00 0 3 > v y Nv O lei ,9a o 0 v E v vm w v a c w v a a,3'm U .0 ' 0 Ca V F U N 0 a) 9 ll t- 0 L ¢4._. 2 E '0 c,-). o N 0 T Y 5 L > v T- Y • «v a F F O P -0 y p N N Y t v 1'' E ` H L° -o o a C• C.: E o .v. 'e n U Y V 0 0 at 7c19.2 4.! w H c e 0 0 oo-E Z E 9'� Y o o m v rv, m '1.--- ,,, _ o 7 3 o 0da 9 a a "E t 5 s`', T E$ 5- 0 O -o�'.'.� t- 0 _q t o F O - C = O N U "gca « o S 3v0 n1 it 0 o 50 en o X o U GENERAL. REQUIREMENTS (cont.) [i] c a r M '3• an s mG o .p 0 • y .p. 4,9 ' 0 LO O 3 0 C C 0 .42 Nc O 'V ri y U o 2 .- a po va Vi, O y R c h ;Y .o 'E W N a0 X O m c v m L _ L C a y« O T 00> EL E O G G V O V a C N F y' 4' an L 4ts 0 p O N C .0 aPU _tl k an W � N C L . .44 C O p C c o C O. N G N p y L o 't .5 C C $ -o ac -.• a'C c 2.t is .2 'y $ Qs w 0 E op 4 O h Y Cc z a 00 2ti-r, 0452m o w T N 0? a'>2 v E G d G c C V R ,=.U a o o • .c �” c R = a L y .5°Y E a— 3 ro c ❑ .o Y w LC y o 0< N C a o E 0 Y Go 0. v E o 'U V 9 O C .L.r °' Ro O ,-,:g rr d C0. ame. U• 'a P0.V O E 'o3 U ry a' R Ca N R +, k c E G 04 O El • `w R _ o G - 4' 00 ct O E .0 R C Y m « N G O•E L ra 3T 00 a E 5 ' 'o b .V"E.ac c C o .G v a o vwn YY .a EE ' a) W 4 N �Y e'vc u -O L -g. • -5 F U C R c0 3 L 'E a a "' c y 3 L U F . O • c 4r: 4P ca TCT 6'UEC y U U V a... C. a 0c R v 4 G Y 0� T pc 03 s O a U • o ? > '.'.u` . U O E L X Y CJ U Retention of Records N o > 0 Y a ma '0 at U 0 E 7,3 • a G L p " a rA a) G O U in• .o at L F a NT REQUTREMENTS A. MANAGE e in Discharee C r v N 0. = Y y, E4/1 L v O ua H R G f n > a Y p .t y YO . a R M 0 O a C z • v 2 9 ' • a T CTO a C $ 1U C _C ', pc N 0R • t __ ,0 'O 00 0• M 9 T C U Y ✓ t 'ty 'O ti• Y E p C V • N T ,N re ,103,,:b! a v • C 4 N a p R U c0 0 Y.n p a G _ Y •C R O V y C 03 U i E c 3 a • 0 co o 0 aC U • O b w F m y o G.` E t o EN L g 4-4 O —c a3 0 C C O O a U O.2 y V 2 ..b., 'u; 'A 00 U .. V; • as 6'E w i Fw2,y ll a 0 4 E0an a .. V?roo R E= G 3 an 0 L, w E • 1 L L _y • 5 d > .O b V' gt .; 64a) EcLG1 zci o > ti C Kr:, "1 a Y H V a V .coE 4 .0 i.. aC p H 'c,P- H o Q a r/i l4 e of solid or liquid material which may cause pollution of state wa Spill: An unintentiona F C • U u5 V aa N 7 a C C L G 3 0.= 0 c v ci a.. C c E n v o 5.5F O G va. C Q « p aC " « 00 C a E y a - v v 9 E V a T 0 N a Nati O y • O a o o -E C • O O O G U J • y C Y Y U w N R R C • .e C Y c C o E L • "a.. c .0C O V C a > G O R j 2 U a O V a O cyp 0 8 0 as -0 C U m ,� Q ? E N E • V a E C22 0 N M O C F O M O g •g- -5 O = U ..,v L °o H m T E H y N H a W a 3'c _T ab U ro O 0 O 0 ro € C a0p t o ryy � e^o 3 H 3 0. O 6 .2 E '0 U V, - O .c G 0 ole Q 0 0 U E F.2 V.2 C. P .9 o2 Ao- 2 O 2 LO T O U ro L c ca w c ya MANAGEMENT REQUIREMENTS (cont.) Noncompliance Notification A description of the dischargeand cause of noncompliance; to U v F 0 3 2 U 0 a- -C O D C c N 0 a U ro 0 C cs C 0 C m a O U G C 0 G O o C 0 ` v0 — r 3 00 c 0 0 r C 2 V G 8 a'v c C C+ g w0 _T C C C E. v O O T E C > .O C L a 0 3 « .3 C OO. w E' J 00 °s c N ' V 0y L t C. O E ro A O N C G ti C 0 c 0 ''- > c., CCI V P. O a ro U E c c ,0j O. tt 0 E C O v C LO L O C C OO 8 N " Ue 75 O � U N b O t U ro v 0 0 2 E cd —y V 0 ° U C -: .0 .0 5 V 0 x n P. € O ro 0. 0 0 t E N in F 'L n Any instance of noncompliance which may endanger health or the environment; Any spill or discharge of oil or other substance which may cause pollution of the waters of the state. 0 Submission of Incorrect or Incomplete Information The bypass of treatment facilities is generally prohibited. Effect of an Unset CIS ecessary ibra Demonstration of Upset C J .n b v C 00U 0 n. M 0 C C c n n Oh .. 0 v8 C 0 0 > V � C 7 ro v v u s u O D 00 0 0 m O G IJ 0 y C 0 3 O 0 s" c U < An upset occurred and that the permittee can identify the specific cause(s) of the ups The permitted facility was at the time being properly operated; The permittee submitted notice of the upset as required in Part I1.A.3. of this permit (24-hour notice); and N Cr) O 0 O 0 M 0 H HH z H _La H W E 01 N wwa MANAGEMENT REQUIREMENTS (cont.) C J ra w O r cai C a, N 'CJ d 2 0 2 E T K 3 a 8 r E O e J .J rg ° Burden of Proof w C C J L F .0 C0 C ro 0 a, 0 0 0 J L cnF d 0 CD F N N Y_ E c d 0 g gala, O a c E 0 4S c J R 8 Removed Substances T d N 0. s UN .0 = 0 c Y 3 Er E F y Si O E EL 0 o 04 O ct 0 N p F _T 0 0 0 sd y o o a 72.-t F 5 O E . R c 4 = G w L v -G 6 ;o 'v Minimization of Adverse Impact LO G 0 E o o E C-0 R 0 9 E R i nog L N 4o . 130 0 `J 3 " m • « C It' 9o 0. R d T O A � c E E 'E J ac O '1.73 oo o J R m .E J 0 7 d 0 c Y —w6 , J J T pc e E Re 3 a J O C 2 J E a O'° d J c F F c a Reduction, Loss, or Failure of Treatment Facility c CPI .0 w 8 u C M 'Lj 8L> G Tom. C ` al E U L Ny 2 . v y E 0 O oc�2 U �« .�dy T5 N roE�tC c 6 6 •. to 8. G y i-. G'V JO m Oiv•E ° p dNu 40 J>u0 J _ F °u.aON iNN°a -2 J = N F 'O 0ODd C CC . J .2 0 < ° C N -o ,4...2 7 w- N c .co N v o C >. T 0 c y . 0yY o C J 0 0 •E ' G L., an pu 0= E•a B a o nJm FC m ° J Lc E E c d ?, s° . F wc .eG t — 0 ° Q 3cEo .n y 'v a.^y L T.-. CJ .>c d F J m tr. a O 8 Q RE 08 0.o . da 2 p V �3 J •�.=Jri, ' - u• ` T ¢ ro9.> .• ° = R m mE 0 .= JOo r. T L N G U O 0) , ._ u: ° "'0w: ofO 3UN4R9 G '=E.E Z d o o i.o oNE or, , • o 2 ^ co s Uf 'm>E'= a F `c E'_y do 'oypro3RNa ,, p O C c.$ J y E LW ca54 _ en J� 4 G Tor,e E >1 art- Uy w U .O >' J O .� J y d o ci9J ON ^ o a A c 0 := 3 J 0) E—fO COo: > 1 W N9bn;R ayO 'O,9 CO J? O •p J d "3,8 dd 6€ L F°NrOOy Y.0 F w a �$ o Co E E oav c Ei J Um m ol Z• '6 a; .�oo ; F J 0 C 0, 0yco v t d 'CGd y p y N J _an 2 • .e C O w w a R O CoJd 0 - T cz0a Et 0 E '0 GE 0T>. J mil 2' g 5 y Ju`aL 'o FGO^yN p 'F flei OdEdc a c °3 oo ` o >, 3 J 4= c 4) ` S NJJ.NJ`YErJTC cE co c J « — ppJ4. -7 O -_O rR 4LN; g GJ • EN E a � CJpFOd,Qaz``v3 J g'_' ,QwcY =?-rJ r ua. 1) -•-• ° d yd_7.✓J G'LN� y dE. dNO . .2 y6 E . c Y c `1 .` o m o= E- : 4 •2 3 F .° a _M 24. OC 74 TA C J N E 9 0 E ,Z J b ,G cn E- E 'rg = a F rag a I O Y E v v O d 10. RES'.] an th Duty to Provide Information N o C O ` S T ~ O `v E E 0. 0 o u > a Q ' UN G ° 00- a R O 0 0- > > 3 u c ctO G o ❑ v m m C '> is 42 N o E E o c o N tb v cE •Ea - N ,a+ O a L.0, C C C A N 2 c z v a C u O •> E E u 4.. o .ni % 4 N N N • Ey3r v c .n .0 L V N ° s ye E v ., 3 0 D .E [ _ 0 6 N a 2 G. 9 0 i Transfer of Ownership or Control o co C '= N O T C O O V ,-. -Jyy N U t N C IC -Er V J' °a Uv YaG U a G 4 .y TtO Oc vEts ` G a c oEm 0 `£ 6. vmro EN b s_ 3 2Ln o 0 CS m °Jr; s .. a v .c 'o a '5 E •c 10 N' R 4 O i V 4 E x.. c C03 C g '• r ro O 0 C ... G O 'yd! w 4 G J y. j .� •y O 9 G C < O Og'o . an •E v.v i o .° v)` a.- a..v .n v 8t 0 rv° a. aO .0 iN o"y c aa c y N 0 y0 0 0' E'r N s0.0 V C•E c Vv A cc N O vcn 'i .° N N NW: ° yC ticH C o° .n a vo o._ y a'og a 2v _ V am ) E c v 3 E =0 40 Y NF O .° .j E ° ,c3 'x d£ )Nv E on E ^ 8 ro :er uen G y Ln F . ro E . E ! m p Eaa 3 v c 'h ooc° o o N E ' v c °., .6 .cp:4 73 'c 0m roc am rt. °g au ° a « a E v A 0. i0e if) n l ° U' B° D - u '� N 0wja - 4 a..TAoCv0 .42 � o aO 'O NVN nc c 4N " c.'oy O,` C 2 a.y°F N 'V'=mo. c N 2Ea7 0 6. 5 '- 2 a d qoE.°roa c 12 os;T2. 1a 2 5 Vo a7,'C c m > 7 E e v O_N O V<a 0 OY b 1. ° 'K—da T o a y 4-1 N O `O N vE oa Eb o ti ? 0 Wa c m c. , .2 a ^O O O O n G = ONT W K` C 4' ~ a a _o =° `� c. 'E 2 E° '° Ey E° .2 m 00E o w m cw EaE O•o 'oa 4 W QN ' 0910 acH_ 0mN a V' o y LC F F L fi r 10 E 6, N M a r 0 N en 'p a 0 C1 N 0 S i] G < Q O N 2 Certification under this permit may be transferred to a new pe The current permittee notifies the Divisio O o C o 7 O O 0 J C ✓ • J ,„ N t c w tt O • Y N N H ri a H ri ri J CC N H O EE E o❑ tnN o.5 040104 X i N o•y 3 0 0 O ro J = 3 o 0 .9.,0: 0. 3 tt C 0 t N • E E • E > a o J m 4 EF a 3 0 c V o r 6 Y = O • J N JO Y E O G C ' o E N 5 0.c U1._ N •- •- C ,O = C J O YJ ry • •0 ^J J E ro 5 c c C 0 o 0 ammo E 0 a B. RESPONSIBILITIES (cont.) C• J C 0 1.1 U J J CC F 0 E 34.E Q .0 J E O U • v• O <a- 0 0 0 0 0 COO 2 K Y 3 0 w v O . v ` " Y ro >,• J m m 0/ O F L V •0 C 0t -0E o c o o !-F..: 9 em W J J eu ro 3 N CN 'c. m V a a C Y 0 P ro> n > 3 .c • N is `• 4. m y E 3 o d E O 0 o u C 0 -C y > c c 0y� 3 - c co 0 O (. — c ° LY `° Y ro v J tl m = ro 00 WO ` H 7 • 40' U C .` c N O .. i0 0 •o '0 0 'E 5o r4 5, o g O >4= Y 2 a O ,� O N C 0 •S 0 0 a. E . O C ° ^�' FJF0 c 2 C =o• 0 y 'y,N Oo a 0 $ t= •7- • n L = LI a >-• • 0 0 <1 ti yST pT t C. - C J 'O 2 Y C r1 Y= ti t�a 0 L 0 '2O0." -0 > C J D i s i c m G h - v con > 0 > 0 i G W '� at c3 h S' 0 ro O ro 2 w'Y F 7-0 cE Wy oCmCc 0 O o 2 Fa J r, J> > ✓+ C H O mp C E 'S J 0 71 a 8 c$ .c V 0 0 E o J E F LI.o 2 N Crl O' ▪ V1 C Permit Violati •ri s and/or conditions of this permit shall be a violation of this permit. Failure to comply with any y 2 CO w U 4'3 . C > u O - N OC d t C . F .' b 0 ro j. 0 O O N i v a ' .E a 0 'E 0. o 0 m U y a o f ❑ • y p'M c > Ya O N O ,C F G J 3 0 0 0 3 o U C Y a m 0 0 3m• �o¢a 41 ea c F Y • O J O 0C - N C N^ C a't-• a i 0— N_ N Y b _ — N > 0 ro O a� 0 a � O 0 0.i 0 O 'o 0 0 0 0 t .T• o n 05 .L' o f R i .E A 0 To `' • -6 . `v a -i O C' Q o •0 C N 6.8 T EG C o _ E — m m m 'i 2 ^_' O V3 N ,4 O O y 3 J 0. O 'O O Hic, O m C yO ti L GT C C' 4- 3 r,dN �a 0 > c a,y F c <.0 `0 = c E os'yi_ O O- E • $ v E • 3 0 a W E O o C O v 'go � �C ai��aO0w, N o0 [- C roG so• Na0V;am1 c''— t-toQ- o.0 a o c e o o o 9 O w0 o � C o 0 o 0 0. O • E 9 . c 3 c 0 i C N H .61 V 0 t`d• 6'O H g E y O U E b� N p si. rt E c waa at .0 0 0 _ .0 'v I 90 0 C O 0 U GL 0.=- °•3u N 3 I C d 2 C N O ci t d 0 0 m a N ti V - .0 C9 - o F O '- 0 0 0 T E o n s 4 O C 2 4 0v -r i L_ « N•-• '> O of U. 0 .i N U o N .9 d F .. i -v, $c? EN N L G B. RESPONSIBILITIES (cont) Renewal A Confidentiality D` O 0 — T O F N U .„ s3 °� `.c c 0 0 a 0 0 o v d N o s E i a E 3 E 0 n yi, Cv G 9 n O T - 2 E ) G O d N 2)5' o` o 618'0. 5 y G N U o a `o o t< 0 2 0 � � v O T q^ E Viz Q H 0 a4 e0LN00 O = ,cOv V LK w u N G Y N E. O „..025 - 0 L 0 3 0 7y - c. L .Q N m E o E 9 Er: I .0 M , G €'�4`f'v, O 0. 0 . 0. N 4 _v- � 0 N 0 ' T Y N T i 9 F. 0 L m O c E' .50 WO U E a c E c E .c 'ro O - d ll z U O L. ft,,G 0 0 7 W 0 ". € U F O.. 9 . U ` CGE C U in o' i o y TL E a$ o <.0 ci E o to ndividual COPS Perm o . s 5 't 'v .o A E U . g > T v 0 k 00 0 a9 o ,o i .1 o. 0 o •� id N « c p o a O O 9 ^ 0 O C g C t 40. 0 N 9 52 O 0 0 0' ,2 0 0 00 .0 N `v p9 O 0 3 'F c v i 3 v 0 3 O 0.0 0 U E O O C N d p N G 5. U « «v o c E > o OU . € T E b U L- 4 N O . g'Y A 2 c .E E E d;: 0-N tC O 4 M€ ..4 O 0 E 0. i s U N ts E V O `� O p C 4 y o Q 0 9 b N 3 U 2-0 .iG O C L a Q , E� U O 0v-9 O € FF0 .- a v 0. m z v r m .a4 c EnCana E&P APPENDIX B Typical Storm Water BMP Details NVN311IO$O) NMOHS SV :31v35 ZVZG003 H 133POdd via Aa 03A0ad& ad A9 NM a Poo Y381YNN Ag6V3a so/t1/s _ t31Y0 N05V3a '3N1 (VS(1) SVD 38 110 VNV3N3 NVId IN3IN3OVNVN i131VM 012101S S10211NO3 2131VM W2:101S 111M 1110.1V1 Old 113M 1V3Id.l1 2 36001.4 6.p'pod-IP•\qo-alnooicd\M/a3n0a0a\swap \: y '(slice eAsola) edp Ins pue suopipuoo "enol uo 6ulpuedep'uiseq u041.1018l of peol luawlpas ;o uoponpw pue soda's eql uo uopuelw luawlpas lo; pagouaq in paoeual aq 6ew socials pu pue 1n0'p 'peen >"aol aq pinogs spJo; pue slapno Vanin3.suoplPuoo pool uo 6ulpuadep spin; io spanina laLpw aq 6ew s6wssa30 £ -suolllpuoo wool uo 6wpuedap'saleq beg Jo>10o3;o pal0ngsuo0 aq 6ew swep No0110'mou palequOOuoo;o sews ill pallelsui eq o1 swep>loago (OO) _t lopuoo Ieuop!Ppe lo; adois flu pa dol ayl le pappe aq Xew wiag lalawpad *COSMOS) 6lalewlxoJdde) lid amaSa3 plemol Vol ]e pape6 (,OOVx.002 6lalewixadde) aaeyns ped L :Salop) -MS 1110 dd0 Nf12i ONV NISV9 NOI1N313211N3WI03S V0:138913NNVH3 NO11031100 dd0 Wi139 813NMVH3 NO11091100 dd0 Nf18 OVOH — 5S300V (£ 31ON 336) ONISS02f3 / 311dN301S 1"08811$ (geoid&l A vgl) edolS II!d W2138 2J313W1213d 1 311610013 m / \ li0Sd01 // 1 \ 1!d an3asaa / \ 1412:130S 13NNVHO J 1\ / \ NOIS2i3A10 NO N1121/ L \ W2138'913NNVH3 / 1 , NOIS213AI0 NO NI1 ( (Ie0idkl n VW L) 1 \ \ adojS 1110 / (2 310N 33S) NV213111011(0 NMOHS SV :31VOS ILSS003 B 103tONd na :AS RNOddd1 ACI !AO NMreO too ,nennN N0$l N so/oe/s am: NOSIA311 ON! (VS11) SVO 78 110 VNVON3 NVId IN314130VNVIN 2331VM VIdOIS S10W N0O 831VM V1 OIS 1-I11M 1n0AVl OVd TUM 31VN21311V £ 3411014 6mpalomallo-pod-ham`vin-alnvamod\araarnou0a\swap \: •(silos anlsma) adµ (los pue suoglpuoa leool uo 6mpuedap'ulseq uogualat of pmol luawlpas ;O uollonpa pue sado(s eql uo uo0uatw luawlpas tot pagauaq io paoelial eq Aew sodols p} pue y10 .paug Now aq pings splot pue slallao Pew° .suolllpuoo'eool uo 6ulpuadap swot to sianlna Jeglla aq kew s6u!ssm0 ,£ 'suolllpuoo 1e001 do 6ulpuadap'sa$eq Req 0o Nom p palomisuoo aq Xew swep Noato •mol; paleltueouo0 p seam ul pallelsw aq of swep Noa to O0 'Z tlmluoa leuoylppe lot °dols op wopoq iolpue dot eql le pappe aq 6ew waq Jatewpad '609Zx,09 6lalewlxmdde) Ed amass., pemol % l le papa6 (,004x00Z Rlalew!xmdde) aoeyns ped .l :Sa;oN N SSSOOV (£ 31ON 33S) ONISSONOJ HUSS 8l3NNVHO NOIS23i110 NO Nna n CE) (Z 31ON 33S) 31IdNOOIS llosans 3lld)1001S IIOSd01 Th ess (leoldXs A :L l) ado's 'lid /Opoe' I4Rf39 8J3131NR13d id amasaa (leald6l nl:41.) °dols tno II ■ Mai S 13NNVH0 NOISIJEA10 NO Nina CE) BMP SELECTION GUIDELINES W O a Greater than 20 percent S 0. rtO N yHy €8. i -I 9 U 0 na 0 3 0, 3 0 0E 0 0 d 0 U C u f^ 3419 cfO y E N S 4 y C E C m N C 9 � .CE Greater than 12 months 6 to 12 months kl V 0 0 PROXIMITY TO DRAINAGES Greater than 200 feet o o` C o N O W0 9 G 5•`41: § V U U 0 0 O _ o' E=v c 0 Ta 5 qyo 0 E g H O O 0 N 0 0 0 w 47-g C 0 O o 6 ' 8 Less than 100 feet o g a U o y 0 b v. 9 w • 0 C 2 G .3 0 00m y p V-aj o H 0 .24 O •O • o UW :c q ka 3 A V -a .0 0 • 3 m .1.2 cs W X > 0 o 00 O oc /1 Cg U W J a C D 0 o�� .00 0 1 CCz-2° p 0o2� `V b E o K .8 N 0�-w � .10 o y3FF nmW�=OmvrowNV 'a PN �. OuaNC � 40 aQ &M ttz F0S� 0 W c. 0 a V,„ ,o v>w ¢r�a-.g06 vi isvU ..or oo �¢4zo04 A'm C C O a ¢ cy dri d C4 EE(e ". y a- o w V m. W Q= a 0 s ti co O O. C 0 0 0 c ,m. !1-402¢ 'OgEC0 -(T411-51 c ai W T3 00c, ¢ VC AvwgN a0 a'' W�n v�'wv o ONu'y.—m t,D A U TU.v ."52p N c0 0.9 O 4OUU?wO ANa OC 4Ny E " O EM .O 'O 0O a .y gvm 0 r2 m O 0 .a 0o tin,mP. oyC O.3- 0 0v0- tj 0 U U .0 o Ha . Ao Uyw O bmbOy* C V9 I m m' D..A o 00.0y. 40-0”.0 O... F. C, E d0008 JO O r. G 2a N 0 N N 00 N Cr. O 'N mO yamA"MEi. C N oma EaNNn 'U •8 2 :a U •'am - ap v 0 ANCE OF D M:\clients\CORDILLERAN\EN— CANA\BMP—Selectian.dwc Nd11311IGHO) w1y�1 NMOHS SV 31V0S Z>Ze003 # 103#0Cd rvc ra u;roedd> AN w NMVtlC Im co/e/s z:enne Nosmav _:FC NCISN3tl 'ONI (VS(1) SVO '8 11O VNVON3 NV1d 1N31^130VNVIN d31VM 1^1HO1S 1N2J38 ONV 13NNVH0 1VOId,l 3HnOld ExManuoyo\vIDa�nuaDiedpyy#7108e9\sNap`: ry 'pwje}wd we sedois AI qC "wnwlxew (NI sl edols nvgt V 'C .epw6 /Z wnwiuiw e le peprulsueo eq of jauuegO 'z 'Iuewdin0e Meat] elgePns Lwm 6wylem Howl 10 64poJ laaum Aq paioedwoo eq of wiag sa)ON SnOlHVA (Z# 31ON 939)13NNVHO Q# 31ON 33s) lAkI39 I snoIaVn I ceins1.ixtems 2 C 0 0 r C C O C 0 0 ca .. E O O h U lo O O g U V C a. F o_. 0 cO O O0 tt 4 $ Ocew y o CONSTRUCTION BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) E lC m 3 E n to t m c m v m m e v kij L N C O N m o E :K 3 O N m C Q E tt-iC1 m 11 mt O lac o G O c N _IC U -- _ N m E n 0) a o -o a C E E 15 4n N m m m o o n. E 42.; Q r N To decrease the velocity of sheet flows from hillstope areas From: Virginia Soil and Water Conservation Commission, 1985 FIGURE C-12 Stew Bale Barriers U 7 Q 0 O U co CONSTRUCTION BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) From: Virginia Soil and Water Conservation Commission, 1985 FIGURE C -12A Staw Bale Barrier Installation .M{ 0 0 0 0 0 0 U- F A 0) rn0 rn F, a 0 D CONSTRUCTION BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) 4 CHECK DAM 01 0 U U U CC cc 0 tb 4 i :1 1 lf,� +s�1; 4,4 �, N T •,4.ii ? 11,141.1•I ez.:•••••••.: insitesoroi skopolt W.... Iwo 'I U- u is Soil and Water Conservation Commission, 1985 > 0 LL FIGURE C-21 Check Dam 0 W U yy . a 2 Z . -t o L -pO Q N E. > O 5, N i o O 2 01 e i N n O O a> O U a3 e m a) cti0. •• a) N a) N a). ` N T 03 NA L W -OO Y 0 1$S.m 7 1 21 3 i. '4U m2 .ca)oa>,>o. Ow nmLmQEn Li Cf — a j Ls y O! O m F— mEm�aa)roc 0z -gyp 05- .&) a°) m C) m U2 a)T-->‘.(5 .-9L C L a N J . a 2 r N-2 N 30 '00 M CCQin 1- 2sol-20YONm 0 ( K 2 m 2 O 8r g 2 00 _ O U ` . J CL - d 43 N`6 .8 .c N =A O'" N N - cc a o �x 7 s 30 . C O L 'O V a) N L N C 2 . a) c . o n O A N . L C LC1O> v U O -L . . G V t/d� — >_ o N U. N c ^i. ,^Z^'' Q Vi N C c c. a cF- L,,, WW E ..0 C u) N p 0 FJ N t% N E U t °' d ro a D aE3t QWUWN 1)E C E O E N a) C„ N asN o - c a L O L - ,U 01 xN N ' 3 — = Oa 4 d a) o`"io p Y o.o$ aa)) 0 oa0EDYr a U>,O N N> .n a) O N L > > c >.Q c -p0 a Y O -C ECo y Ts O U) a) a] N -c7:1 '8 $ as r m O . =w c a C O O N 0-'0 en c a - _. d N U L C 75 U 'd E 2 >O C)23E. a N O Y N t c U N w N 01.11 O -Y N E C yN N N a) a) _c E L x 0 E E Y. y• -•p CU u) w O N OCO -C a) O y. w a o a Oa O a U - C Co CO y m w c 0 a p) T c 22 N •Ci0 a) aU N os 1 O CL O oa)Ua)cy'a ✓ a) O N > y O caw a Y°)>�E"c = C) 2e- (3 Rcu C Ort N C C OS N 0 O 4-0(0000-0 ..N. E "511-; a)p_w .b C 5 8 °m 2 N 2= G .L) ca E 2 N C) .a oo O N d a) co 0u) u)a �r .L... a 010) N a r 2200 o °) > w Y al N N N 3 O 7 a c as 0 LLV N m m a y = — ° m 1 y m r C0L L 0)c 0) x . c c m >, a).3c�w m� m - �L ,5 „pp U~r=°y,m� O mC) CU $ C,.... 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V ai U r :aid: 0 ai .oa `o L OIL 2, w O NW O O x y N C O. O TOIZX a'OLX LL — 0 'Co ¢ YN a o W 0 Proud Participant iNTPEP & Proud M F U 0 E 09 rT. W Low Flow Channel 0 VI A A U VI VIV 0, VI VI o. = Staple Placement 0 —0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q i m in 2,3-2.9 Staples/yd2 Z n co O N z- 0 ;0 NI 6 0 0 0 0 O 0 0 0 0 W 0 ® e O 0 0 0 0 0 0 0 O 0 N 0 0 . O N 0 N 32-4.1 Staples/y WO 105120305 CONSTRUCTION BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) SILT FENCE INSTALLATION /)LLI Zceop 0u. }N� e ;: m/ co x )[ ` 111 co o ,z ce 00 j/\\$ ) Details provided to District by the City of Broomrreld, Colorado FIGURE C-13 Silt Fence Erosion Barrier 03 w 0 4) to CO O. attles.com/erosiondraw/STRWROLEGIF TYPICAL CULVERT PROFILE 0 - TOO HIGH NO - TOO DEEP TYPICAL CULVERT OUTI BUM and USES. anagement Practices Field Gui From `low -Volume Roads Engineering, Be: CONSTRUCTION BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL (V. 3) �v ent-laden runoff from distributed areas to allow the majority of the sediment to C. n d @ N` H Ctrz C) From: Virginia Soil and Water Conservation Commission, 1985 FIGURE C-15 Teporary Sediment Basin n v U CONSTRUCTION BEST MANAGEMENT PRACTICES DRAINAGE CRITERIA MANUAL FIGURE C -15A Temporary Sediment Basin Outlet Detail 3 N EnCana Oil & Gas (USA) Inc. 0 August 13, 2007 C) C C C co i CO 0 °).CIA - coo L O O c '� • orcin c - d C +-% a v a) V) -o a a `n) (co V v) O - —s o ;�:E�c O Re: Pipeline Development Plan for the Rose Ranch Water Pipeline Dear Dave: ,- •,-• c N a) �' N O 0 N U '0 C .1 ° cn �'000, Eaoo E°- CO v4 ( c L fa O V ;... 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V c c� U Y o m o W Co ca , o 2 cn so a ,, U _c 00 Z ›.,CL., E > O a=i �•� " n a� a� 0 nUo s a) O a) `t °' a 8 , (0 0 U _ CC co'a Co o -0 ao o a�-QU 0 c o �� °� i!.1 c a) w a) Q a) a) a OQ ca � U cOH!r- a) m a o0 nj z a) L' caN ~O °' a �'�a 0-0 0 Q. v a� 4::, m o �� N m C o Q. -4-.. o�U 4-. 4.., (7 `C W a) 13 oa o O ca o °a mo aD��(0 aa) a��a�iaUaoi cfl �L� c� 2 Na a•`,.0 c • �a j4J p'p 0 N ,-1 c 4 d a Q� 4°> E z— .Q a� a •rp- m �r o a o U c0 0 xas _c co asa o.c :� c al vi o C ami 0 cuQ 0-' 0 4C L. ¢ i s aa) �a 0 Q ca (1.) a W a) O C 'DE .pz�,Qp a)a'c7 `1 2 ti� Q Q. 0 00.0 0 (1) 0 a 0 CD Q� ca N c D 'c ca o,c> c'i U) -o ca F t- ti 4- Q .c C v) ATTACHMENT 1 BOND NO. RLB0010524 PERMIT BOND KNOW ALL BY THESE PRESENTS, That. we, EnCana Oil & Gas (USA) Inc., 370 17th Street, Suite 1700, Denver, Colorado 80202 as Principal, and the, RLI Insurance Company an Illinois corporation, as Surety; are held andfirmty bound unto Garfield County. Vegetation"Manarlement Department, P.O. Box 425, Rifle, CO 81650 as Obligee, in the sum of Eighty Three Thousand Two Hundred Fifty and Noll 00 -- -- Dollars ($83.250:00 ).. for which sum, well and trulyto be paid, we bind ourselves, our heirs; executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has been or is about to be granted a permit for construction of the Rose Ranch Water Pipeline at : 'y: Section T7S. R93W-6th P.M.: NE '/a and NE '% SE % NW Y. and NE' % NW % SE '% Sec. 15; N % NW % and NE l4 Sec. 14: NW Y. and NW'%NE'/.Sec.13:S%SE%Sec. 12:SW%SE'YSW% Sec 11:SE'%SE%Sec. 1T7S,-RG2W,6th P.M NW''hSW%and W 'A- NW '4 Sec. 7:`SW-% SW ''4 Sec. 6' NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH THAT if the Principal shall well and truly comply with applicable local ordinances,: and conduct business in conformity therewith, then this obligation to be void: otherwise to remain in full force -and effect in no event shalt the liability hereunder exceed the penal sum hereof. PROVIDED AND SUBJECT TO THE CONDITIONS PRECEDENT: 1: This obligation may be canceled by the Surety by giving thirty (30) days notice in writing of its intention to do so to the. Obligee, and the Surety shall be relieved of any further liability under this Bond thirty (30) days after receipt of said notice by the Obligee, except for defaults occurring prior thereto. 2. Any claim must be presented in writing to RLI Insurance Company to the attention of Greg E Chilson; 8 Greenway Plaza,. Suite 400, and Houston, Texas 77046. 3. Surety shall have no obligation to the Principal, the Obligee or any other person or entity forany loss suffered by the Principal, the Obligee or any other person or entity by reason of acts or omissions which are or could be covered by the Obligee's or the Principal's: general liability insurance, products liability insurance, completed operations insurance orany other insurance. 4. No right or action shall accrue under this Bond to or for the use or benefit of anyone other than the named Obligee. 5. The. Obligeewillissue a release of this Bond within a reasonable period, but in no instance longer than thirty (30) days after termination of the Permit. IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals this 5'" .. day of July. 2007, the name and corporate seal of each corporate party being hereto affixed and those presents duly signed by is undersigned representative pursuant to authority of its governing body. i EnCana Oil & Gas (USA) Inc. (} qa �,� 1 Principal By �/5�68R M. LTU�� /,CXF U. tc (,- (J00d y /11901ticy-,"-f4-5." RLI In urance Company CSurety By Greg E. Chilson, Attorney -in -Fact 7-1 o iet o w RLI Surety I a Dnasion wxum N m U a O n N j N 0 401 13 .7 A a •0 U C N + /) .0 `o a C A m r N r r, d C C Ou CQ S '„ N H it° L 0 G 0 0 a 4 O la 11) QU 4 s X o ro U W z .'^. A 0) 9 a G , Na F-• q C - CO N i uCC. a+. t05 q y p An N 4 9 4O uLFEc tCA . o .1 N 14 Q. n J,a T. v If .CrO v., CC O.:tJ YCJ '� T,0 E u C y a N 5: d 'T.' C t0 O rt�i v' i..: C O 0 .a 0° T U q O Y 9' A L N i t+ 2 ' E a 0 C 0 9 d • ° E` '3 v w N 0 IS v..-.0 a.v boy t O ° w.,O ._ s. C m = a � L .t.,-2 a u O 0' 0. p .. E,. •w u . U na A O b y ON i.V a adO 0 ACQ 'C. c Cu C C a �A r'o�°0 :,.c> u UU E" C Na u a E in n V a. F • v N E CyA yUK a, 6 A A 0 E. Ac O'ua C . 9 5 .'bU+aF^ rnN ° � 4 11 C CNVi O O E A"0 n y el • t'. a g e- y ._ b Q _..m et C • "A EAm o c01 A>y 6) vu`OG A o'aCA°` • C v n c as. q 8 rs. yd —..c%.eab '. ?. C 3 nC u to te:'0 Yd >..0Aw,A.r. ° pMp e0 •C . - U. U A C i C. ' E S.F w u r6.. a A C6 O , Pi ° n 03 73 co aZga C'A v. G C ", 4 c v n ° G ,y uG.3u o G 04 c 'CIG x.•0�U w ° M C a U A C -C N 0 ,bv,>.0 W 3 v 0. bE, ' taaaH;,v'ai'� .o jo ei e—O :at; a. O co o LNp'.i 6 0.a O b .+ A 'C..'. ba+ ... v) G. p m a V Y E Sb .V N , G i O U.U. 41m 73 {TV c; ,j °. U, ,AG a PRESIDENT .0 u 1 a .o 0 N N n ?it aeU N .0 T C' N U U 5 N a a 6) n Y N y 41 3 °a 2. d W C m 0O C' N 0 CC C 0 oto ti u E %,ok1I1 I.riillli b ,,t .8 C i V g W:ba 0z .0. W• Z= g,q.. 2 • d SIl J oyc. 0'� • t om` ` 2 a T t O C A //(/ do,00 a 7. 0 q d > L 2a° t it 0 WC1 LN C State of Illinois County of Peoria. SPA926 (I1/05) ATTACHMENT 2 IGHT-OF-WAY DESCRIPTION A PIPELINE RIGHT-OF-WAY LOCATED IN THE SE1/4 5E1/4 OF SECTION 1, THE SE1/4 SWI/4 OF SECTION 11, THE 5E1/4 OF SECTION 12, THE NI/2 OF SECTION 13,•THE N1/2 OF SECTION 14, AND THE NI/2 AND 5E1/4 OF SECTION 15, T7S, R93W, AND THE W1/2 OF SECTION 7, AND THE SWI/4 OF SECTION 6, T75, R92W, 6TH P.M. GARFIELD COUNTY, COLORADO, THE CENTERLINE OF SAIO RIGHT-OF-WAY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: MAINLINE DESCRIPTION COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 15 AND RUNNING THENCE S 622829" W, 3092.64 FEET TO THE POINT OF BEGINNING SAID POINT BEING AN EXISTING PIPELINE RISER: THENCE 5 865717" E, 124.19 FEET; THENCE N 63'0625" E, 73.60 FEET; THENCE N 46'30'59" E, 34.07 FEET; THENCE N 3019'11" E. 88.03 FEET; THENCE N 62'35'01" E, 227.68 FEET; THENCE N 4121'03" E, 135.80 FEET; THENCE N 8322'07" E, 259.89 FEET; THENCE 5 51'39'06" E, 80.16 FEET; THENCE S 0857'03" E, 714.62 FEET; THENCE S 1211'48" W, 121.69 FEET; THENCE S 244324- E. 22424 FEET; THENCE S 74'04'33" E. 142.98 FEET; THENCE S 4300'02" E. 167.51 FEET; THENCE S 0514'05" E, 205.57 FEET; THENCE S 045824' W 259.68 FEET; THENCE S 23'46'16" E, 118.33 FEET; THENCE 5 4337'19" E, 94.02 FEET; THENCE S 53'5528" E, 158.38 FEET TO A POINT TO BE KNOWN AS "POINT A"; THENCE N 53'0825" E, 573.65 FEET; THENCE N 3117'58" E, 121.44 FEET; THENCE N 372476" E, 877.76 FEET; THENCE N 57'53'45" E, 205.59 FEET; THENCE N 5674136" E, 70.15 FEET TO A POINT LYING ON THE EAST LINE OF SAID SECTION 15, S 00'0452" E, 1152.73 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE CONTINUING N 5624'36" E. 234.92 FEET; THENCE N 2328'18" E. 194.55 FEET; THENCE N 142122" E. 111.21 FEET; THENCE N 2821'36" E, 88.88 FEET TO A POINT TO BE KNOWN AS "POINT 6"; THENCE N 2951'04" E, 135.29 FEET; THENCE N 22'4952" E, 110.83 FEET; THENCE N 495353" E, 97.07 FEET; THENCE N 88100'48"E, 152.78 FEET; THENCE 5 8115'47" E, 128.94 FEET; THENCE S 6559'32" E. 151.16 FEET; THENCE S 52.54'00" E, 153.31 FEET; THENCE S 41'4225" E. 152.79; THENCE S 54'38'52" E, 129.37 FEET; THENCE S 811323" E, 114.97 FEET THENCE N 281277" E. 29.45 FEET; THENCE N 4716'38" E, 6931 FEET; THENCE N 491055" E, 115.70 FEET; THENCE N 37'39'07" E, 106.50; THENCE N 345829" E. 133.12 FEET; THENCE N 43'56'09'E, 92.44 FEET; THENCE N 570252" E, 41.57 FEET; THENCE N 811624" E, 213.50 FEET TO A POINT TO BE KNOWN AS "POINT C"; THENCE S 36'4829" E, 118.98 FEET: THENCE 5 3715'29" E. 181.59 FEET; THENCE S 1756'16" E. 102.11 FEET; THENCE 5 27'36'13" E. 110.76 FEET; THENCE S 1620'48" E, 78.99 FEET; THENCE S 025819" W, 82.24 FEET; THENCE S 02'08'35" W, 88.12 FEET; THENCE S 04'5026" E, 167.95 FEET; THENCE S 32'16'56" E. 57.38 FEET; THENCE S 59'36'38" E, 72.75 FEET; THENCE S 7386'35" E. 138.98 FEET; THENCE S 6421'43" E, 131.15 FEET; THENCE N 89"28'24" E, 553.89 FEET POINT TO BE KNOWN AS "POINT 0"; THENCE N 8919'36" E, 135.58 FEET: THENCE N 885926" E. 112.45 FEET; THENCE N 89'03'34" E. 515.60 FEET; THENCE N 002928" W, 19.86 FEET TO A POINT ON THE SOUTH LINE OF THE NE1/4 NEI/4 OF SAID SECTION 14, SAID POINT LYING N 89'400" E, 25.74 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE CONTINUING N 00'29'38" W, 17.98 FEET; THENCE N 8910'22" E. 1178.58 FEET; THENCE N 5319'41' E, 72.25 FEET; THENCE 5 8928'34" E, 38.57 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 14, SAID POINT LYING S 0053'57" E, 1256.29 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE CONTINUING S 89'0834" E. 65.15 FEET TO A POINT TO BE KNOWN AS "POINT E"; THENCE N 00'4653" W, 392.78 FEET; THENCE N 00'0522" E. 514.66 FEET; THENCE N 00'4833" E, 287.84 FEET; THENCE N 881956" E, 439.69 FEET; THENCE N 88'49'34" E, 355.79 FEET; THENCE N 88'3I'34" E, 83.53 FEET TO A POINT TO BE KNOWN AS 'POINT F"; THENCE CONTINUING N 881124" E, 278.89 FEET; THENCE 5 761683" E, 100.00 FEET; THENCE N 86'4122" E, 410.04 FEET; THENCE N 8813'39" E, 436.61 FEET; THENCE N 88'13'54" E, 475.23 FEET TO A POINT ON THE EAST LINE OF THE NWI/4 OF SAID SECTION 13, SAID POINT LYING S 000400" E, 81,01 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE CONTINUING N 88'1354" E, 101.43 FEET; THENCE N 83109'38" E. 202.17 FEET; THENCE N 022171" W, 65.17 FEET TO A POINT ON THE NORTH LINE OF SAID SECTION 13, SAID POINT LYING 5 8750'10" W, 2276.11 FEET FROM THE NORTHEAST CORNER THEREOF; THENCE CONTINUING N 0221'31" W, 52.40 FEET TO A POINT TO BE KNOWN AS "POINT G"; THENCE N 8738'29" E. 533.01 FEET ; THENCE N 875726" E, 656.49 FEET; THENCE N 8756'78" E, 1046.21 FEET; THENCE N 342053" E, 26.00 FEET; THENCE N 0419'26" E, 302.71 FEET; THENCE N 0054'42" W. 632.86 FEET; THENCE N 0213'17" E, 31.35 FEET TO A POINT TO BE KNOWN AS "POINT H"; THENCE CONTINUING N 02'33'17" E, 74.86 FEET; THENCE N 0224'42" W, 166.45 FEET TO A POINT ON THE SOUTH LINE OF THE N1/2 SEI/4 OF SAID SECTION 12, SAID POINT LYING S 8829'07" W, 40.33 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE CONTINUING N 0224'42" W, 113.42 FEET; THENCE N 7420'46" E. 49.35 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 12, SAID POINT LYING N 0106'30" E, 1404.66 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE CONTINUING N 7420'46"E, 29.47 FEET; THENCE N 00'36'01" W, 892.11 FEET; THENCE N 011178' E, 253.28 FEET; THENCE N 00190'29" W, 453.98 FEET; THENCE N 00'28'30" W, 100.11 FEET TO A POINT TO BE KNOWN AS "POINT I"; THENCE CONTINUING N 00'28'30" W, 718.37 FEET; THENCE N 0025'27" W 633.62 FEET; THENCE N 0015'32" E, 793.00 FEET; THENCE N 0016'25" E. 781.71 FEET THENCE S 88'43'45" W, 8785 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 1, SAID POINT LYING N 0019116" W, 75362 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE CONTINUING S 88'43'45" W, 101.98 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE, SAID POINT LYING N 07'4457" W, 758.28 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 1. RIGHT-OF-WAY DESCRIPTION (CONTINUED) HI5 LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT A" AND RUNNING THENCE S 15'37'26" W, 228.00 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. 115W LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT A" AND RUNNING THENCE S 2901'52" W, 212.21 FEET; THENCE S 04'4820" W. 65.15 FEET; THENCE S 2757'56" E, 83.91 FEET, THENCE S 0786'53" E, 164.06 FEET; THENCE S 835022- E. 53.17 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. D14W LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT 0" AND RUNNING THENCE S 25'46'02" E, 63.90 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERUNE. I1 -I4 LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT C" AND RUNNING THENCE N 36'48109" W, 71.45 FEET; THENCE N 2228"07" W, 139.89 FEET: THENCE N 0152'29" E, 105.69 FEET; THENCE N 04'44'22" W, 18.26 FEET TO A POINT LYING ON THE NORTH LINE OF SAID SECTION 14, SAID POINT LYING 5 8916'29" W, 715.98 FEET FROM THE NORTH ONE-QUARTER CORNER THEREOF; THENCE CONTINUING N 04'44'22" W, 141.47 FEET THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. G14W LATERAL DESCRIPTION ALSO. BEGINNING AT SAID "POINT 0" AND RUNNING THENCE S 2115'42 " W, 250.54 FEET; THENCE S 21'38'54" W. 379.79 FEET; THENCE S 335851" W, 118.57 FEET: THENCE S 261620" W. 90.55 FEET; THENCE S 1718'24" W, 115.66 FEET; THENCE S 022528" W. 66.17 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. E73 LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT E" AND RUNNING THENCE S 00'4653" E, 191.87 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. 03 LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT F" AND RUNNING THENCE S 01'28'26" E, 390.86 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. Q12 LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT G" AND RUNNING THENCE S 87'38'29' W, 209.91 FEET; THENCE N 022121" W, 80.77 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. P12W LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT H" AND RUNNING THENCE S 842623" W. 38.44 FEET; THENCE 5 6610'25" W, 154.91 FEET: THENCE S 62'46'43" W. 114.12 FEET; THENCE S 51'0524" W, 88.14 FEET; THENCE S 39'16'50" W, 113.96 FEET; THENCE S 4731'38" W, 104.11 FEET; THENCE S 641122" W, 101.20 FEET THENCE N 3614'47" W. 61.90 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. K7 LATERAL DESCRIPTION ALSO, BEGINNING AT SAID "POINT I" ANO RUNNING THENCE S 3529'43 " E, 297.78 FEET; THENCE S 2356'51" E, 867.45 FEET; THENCE S 03'01'39" W, 221.59 FEET TO THE POINT OF ENDING OF THIS PART OF SAID CENTERLINE. THE BASIS OF BEARING FOR THIS SURVEY BEING N 8916'29" E. 2615.98 FEET BETWEEN FOUND MONUMENTS AT THE NORTHWEST CORNER AND THE NORTH ONE-QUARTER CORNER OF SAID SECTION 14, T7S, R93W PIPE BENDS MAIN LINE ANGLE POINT STATION PIPE BEND BEGIN PIPE 0+00 TOTAL P.I. 1+24.2 29.9' LEFT P.I. 1+97.8 16.6' LEFT P.I. 2+31.9 15.9' LEFT P.I. 3+19.9 31.9' RIGHT P.I. 5+47.6 21.2' LEFT P.I. 6+83.4 42.0' RIGHT P.I, 9+53.3 45.0' RIGHT P.I. 10+33.4 42.7' RIGHT P.I. 11+48.0 21.5' RIGHT P.I. 12+69.7 37.3' LEFT P.I. 14+94.0 49.4' LEFT P.I. 16+37.0 31.1' RIGHT P.I. 18+04.5 37.8' RIGHT P.I. 20+10.0 110.2' RIGHT P.I. 22+69.7 28.7' LEFT P.I. 23+88.1 19.9' LEFT P.I. 24+82.1 110.3' LEFT P.I. 26+40.5 1 72.9' LEFT P.I. 32+14.1 21.5' LEFT P.I. 33+35.5 5.8' RIGHT P.I. 42+13.3 20.5' RIGHT P.I. 44+18.9 1.5' LEFT P.I. 47+24.0 32.9' LEFT P.I. 49+18.5 9.5' LEFT P.I. 50+29.7 14.3' RIGHT P.I. 51+18.6 1.5' RIGHT P.I. 52+53.9 7.0' LEFT P.I. 53+64.7 27.1' RIGHT P.I. 54+61.8 38.1' RIGHT P.I. 56+14.6 10.4' RIGHT P.I. 57+43.5 15.6RIGHT RIGHT-OF-WAY LENGTHS PROPERTY OWNER PIPELINE SECTION FEET TOTAL 13.1' RIGHT 11-14 Lateral Sec. 11, T75 R93W 141.47 P.I. 62+00.8 Main Line P.I. 4489.03 26.9' LEFT P.I. 115W Lateral Sec. 16, 775 R93W 578.51 64+74.6 J. ROSE P.I. 65+43.9 H15 Lateral 228.00 66+59.7 11.5' LEFT P.I. 67+66.1 Main Line P.I. 5426.04 12283.51 P.I. 014W Lateral 13.1' RIGHT 63.90 70+33.2 24.2' RIGHT 11-14 Lateral Sec. 14, T75 R93W 335.29 P.I. 73+65.7 G14W Lateral P.I. 1021.27 19.3' RIGHT REBJAK Main Line Sec. 14, T7S R93W 1307.37 1307.37 11.3' RIGHT Main Line 78+39.1 3840.21 P.I. PITMAN TRUSTS E13 Lateral Sec. 13, T75 R93W 191.87 4422.94 P.I. 013 Lateral 27.4' LEFT 1390.86 82+34.8 SHAEFFER Main Line Sec. 13, T75 R93W 368.77 368.77 P.I, Main Line 9.6' RIGHT 3522.33 85+77.7 COOK 012 Lateral Sec. 12, T7S R93W 290.68 4589.79 92+67.2 P12W Lateral P.I. 776.78 0.1' RIGHT SHAEFFER Main Line Sec. 12, T7S R93W 162.77 162.77 90.0' RIGHT Main Line Sec. 6 8 7, T7S R92W 4743.53 KRK LTD. 6130.35 K7 Lateral Sec.7, T7S R92W 1386.82 BENZEL LAND LLLP Main Line Sec. 1, T75 R93W 101.98 101.98 Total 29368.48 ' PIPE BENDS -" - MAIN LINE ANGLE POINT STA nON PIPE BEND P.I. 58+94.7 13.1' RIGHT P.I. 60+48.0 11.2' RIGHT P.I. 62+00.8 12.9' LEFT P.I. 63+30.1 26.9' LEFT P.I. 64+45.1 70.2' LEFT P.I. 64+74.6 19.4' RIGHT P.I. 65+43.9 1.6' RIGHT P.I. 66+59.7 11.5' LEFT P.I. 67+66.1 2.7' LEFT P.I. 68+99.2 9.0' RIGHT P.I. 69+91.6 13.1' RIGHT P.I. 70+33.2 24.2' RIGHT P.I. 72+46.7 61.9' RIGHT P.I. 73+65.7 0.5' LEFT P.I. 75+47.3 19.3' RIGHT P.I. 76+49.4 9.7' LEFT P.I. 77+60.1 11.3' RIGHT P.I. 78+39.1 19.3' RIGHT P.I. 79+21.4 0.8' LEFT P.I. 80+09.5 7.0' LEFT P.I. 81+77.4 27.4' LEFT P.I. 82+34.8 27.3' LEFT P.I. 83+07.6 14.3' LEFT P.I, 84+46.5 9.6' RIGHT P.I. 85+77.7 26.2' LEFT P.I. 91+31.6 0.1' LEFT P.I, 92+67.2 0.3' LEFT P.I. 93+79.6 0.1' RIGHT P.I. 98+95.2 89.6' LEFT P.I. 99+33.0 90.0' RIGHT P.I. 111+11.6 35.8' LEFT PIPE BENDS MAIN LINE ANGLE POINT STATION PIPE BEND P.I. 111+83.9 37.2' RIGHT P.I. 112+87.6 91.6' LEFT P.I. 116+80.4 0.9' RIGHT P.I. 121+95.0 0.7' RIGHT P.I. 124+82.9 87.5' RIGHT P.I. 129+22.6 0.5' RIGHT P.I. 132+78.4 0.3' LEFT P.I. 136+40.8 15.2' RIGHT P.I. 137+40.8 17.0' LEFT P.I. 141+50.8 1.9' RIGHT P.I. 145+87.4 0.3' LEFT P.I. 151+64.1 5.1' LEFT P.I. 153+66.3 85.5' LEFT P.I. 154+83.8 90.0' RIGHT P.I. 160+16.8 0.3' RIGHT P.I. 166+73.3 0.0' P.I. 177+19.5 53.6' LEFT P.I. 177+45.5 29.7' LEFT P.I. 180+48.2 5.6' LEFT P.I. 186+81.1 3.5' RIGHT P.I. 187+87.3 5.0' LEFT P.I. 190+67.2 76.8' RIGHT P.I. 191+46.0 74.9' LEFT P.I. 200+38.1 1.8' RIGHT P.I. 202+91.4 1.2' LEFT P.I. 207+45.4 0.5' LEFT P.I. 215+63.9 0.1' RIGHT P.I. 221+97.5 0.7' RIGHT P.I. 229+90.5 0.3' RIGHT P.I. 237+72.2 91.9' LEFT END PIPE 239+62.0 BASIS OF BEARING The base bearing for this survey is N89'16"29"E, 2615.98 feet between found monuments at the Northwest Corner and the North One-Ouorter Corner of Said Section 14, T7S, R93W, 6th P.M. NOTES: 1. Underground utilities were located using a pipe locator, no lines were exposed. Therefore, true locations may vary from those shown on these drawings. Extreme caution should be used when crossing or coming close to these existing lines during construction. There is no warranty, expressed or implied, by EnCano Oil & Gas (USA) Inc. or Wasatch Surveying as to the completeness or exact location of existing utilities. CERTIFICATE OF SURVEYOR I, TED TAGGART OF FRUITA, COLORADO HEREBY CERTIFY THAT THIS MAP WAS MADE FROM NOTES TAKEN DURING AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION FOR ENCANA OIL & GAS (USA) INC. AND THAT THE RESULTS OF WHICH ARE CORRECTLY SHOWN HEREON. '4LAL L11A 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 F Right -of -Way Scale: As Shown SHEET " 1 OF 5 A Project No. 07-04-03 bate Surveyed: Jan. 2007 Date 1OrawT; 2/13/07 Latest Revision Dale: 7/23/07 Wasatch Surveying Associates 908 Main Street Evanston, Wyoming 82930 Phone No. (307) 7894545 r 8- / ;- 1\1 I BS 1 P.O.B. OF PIPELINE RIGHT-OF-WAY AT EXISTING RISER P.0.13. 0t00 CORNER TE NOTE: THE POINT OF BEGINNING BEARS S 62'2629" W 3092.64 FEET FROM THE NORTHEAST CORNER Or SEC1104 IS. TiS, 593W NORTH SEC. 15 1947 CL0 BRASS CAP N89 38'01 "W, 2577.29' ALL OF SECTION 15. 17S/393W Owner: Rose P.I. g9+53.3 L P.I. 10+33.4 L9 P.t. 11+48.0 co L10 P.I. 12+69.7 Section 10 Section 15 LINE TABLE - MAIN LINE LINE DIRECTION LENGTH LI 586'57'I7t 124.19 L2 N63736'05"E 7360 13 N46'30'59"E 34.07 L4 N30'39'11"E 88.03 15 N6735'01"E 227.68 1,6 94121'03"E 135.80 17 N83'22'O7"E 269.89 L8 551'39'06"E 80.16 L9 S08'57'03"E 114.62 LIO 512'31'48"W 12169 11 524'43'24"E 224.24 112 57410473"E 142.98 113 543100'02"E 167.51 114 505'14'05"E 205.57 115 50458'24"W 25966 196 523'4616"E 118.33 117 543'37'09t 9402 L18 55315,5'28"E 15838 NCRMEAST CORNER SEA 15 7947 CLO BRASS CAP N P.1. 54+61.8 P.I. 53+64.7 0 L29 P.I. 52+53.9 L2 P.O.B. 0.00 (DIOW Lateral) P.I. 51+18.6 'JINrB' 127 P.I. 50+29.7 L26 P.I. 49+18.5 P.O.S.L. 44+89+ P.I. 47+24. L2 P.I. 44(218.9 STA: 42+89.4 (DRAINAGE) P.I. 42+13 124 11 Centerline of Pipeline Right -of -Way PIPE BENDS 115W LATERAL .That 600.1. - SIAM. Per 1306 OEGN nor 21-17 4 20 4. RICHT 55151 END PIPE 4+94.012 PROPOYO phnlINE P.I. 16+37.0 (ONE 4" wAirMlxE) LIS 116 STA: 23+73.7 (DITC P.I. 23+88.17 P.I. 24+82. P.1. 18+04.5 STA: 19+36.4 (FENCE) P.1 20+10.0 L75 P.I. 22+69.7 LINE TABLE - 11 5W LATERAL LINE DIRECTION LENGTH L133 529'01'52"W 212.21 1134 504'4870"W 65.15 1135 527'57'56"F 8391 1136 507'36'53"E 205.59 1137 5R3'10.22E .10.,.4.8 53.17 L18 A 0ISWLate21/ L13 PI 2+12.2 1.1.34 P.I. 2+77.4 RIGHT-OF-WAY LENGTHS PROPERTY OWNER PIPELINE SECTION FEET TOTAL 57365 11-14 Lateral Sec. 11, PS R93W 141.47 121 1437'2416E Main Line L22 4489.03 205.59 J. ROSE ~ 115W Lateral Sec. 15, TTS R93W 578.51 95624'36"E H15 Lateral 228.00 N2328'18"E 194.55 L26 NI4'01'32"E Main Line 127 5426.04 1228351 128 014W Lateral 135.29 63.90 922'49'52"E 110.83 11-14 Lateral Sec. 14, US R93W 335.29 L31 N86'00'481'E G14W Lateral L32 11021.27 128.94 REEJAK Main Line Sec. 14, T75 ROW 1307.37 1307.37 15331 Main Line 5414275"E 3840.21 L36 PITMAN TRUSTS E13 Lateral Sec. 13, P5 R93W 191.87 4422.94 L38 013 Lateral 29.45 390.86 N47'36'38"E SHAEFFER Main Line Sec. 13, PS R93W 360.77 368.77 N37'3907E Main Line 3522.33 COON 012 Lateral Sec. 12, PS R93W 290.68 4589.79 P12W Lateral 776.78 SHAEFFER . Main Line Sec. 12. PS R93W 162.77 162.77 KRK LTO. Main Line Sec. 687, T7S R92W 4743.53 K7 Lateral Sec. 7, T7S R92W 1386.82 613035 BENZEL LANDLLLP Main Line Sec. 1, T7S R93W 101.98 101.98 Total 29368.48 L135 P.I. 3+61. L 3 P.I. 5+253 L19 0.E 2+28.0 HIS TANK SITE DETAIL #1 NOT TO SCALE L20 : 38+79.1 (FENCE) EXISTING PIPELINE SEE DETAIL #1 33+35.5 P.I. 32+14.1 LINE TABLE - H15 LATERAL LINE DIRECTION LENGTH 1105 515'37'26"W 228.00 115W TANK SITE E 5+78.5 EAST 1/T CORNER SEC 1 BRASSOCAP L2 1506 0.E 0+63.9 014W TANK SITE N89'76'29"E, 2615.98' n 0 0 SEE DETAIL //3 P.I. 70+33 P.I. 69+91L. P.I. 68+99. 4 6 P.1. 67+66 L4 00 LINE TABLE - 014W LATERAL LINE DIRECTION LENGTH L106 $25'46'02"F 63.90' LINE TABLE - MAIN LINE LINE DIRECTION LENGTH 119 N53198'05"E 57365 L20 N31'37'58"E 121.44 121 1437'2416E 877,76 L22 N57'53'45"E 205.59 L23 N56'24'36"E 70.15 L24 95624'36"E 234.92 125 N2328'18"E 194.55 L26 NI4'01'32"E 111.21 127 N2821'36"F 88.88 128 N29'51'04"E 135.29 L29 922'49'52"E 110.83 L30 N49'53'53"E 97.07 L31 N86'00'481'E 152.78 L32 561'35'47"E 128.94 L33 565'59'32"E 151.16 L34 85754'00"E 15331 L35 5414275"E 152.79 L36 5543852"E 129.37 137 581'33'23"E 114.97 L38 N28'1237 E 29.45 L39 N47'36'38"E 69.31 L40 N4910'55"E 115.70 L41 N37'3907E 10650 AMU SURVEYING 66+59.7 40 .1. 65+43.9 39 P.I. 64+74.6 P.18 13. 64+45.1 NW174 SECOON 14,TT8193W Owner: Rose 906 Main Street Evanston, Wyoming 82930 Phone No. (307) 789-4545 E lE3HS 33S LEGEND SECTION CORNER LOCATED P.I. POINT OF INTERSECTION P.O.B. POINT OF BEGINNING P.O.E. POINT OF ENDING P.O.S.L. POINT ON SECTION LINE P. O.P.L. POINT ON PROPERTY LINE BASIS OF BEARING The base bearing for this survey is N89'16'29"E, 2615.98 feet between found monuments at the Northwest Corner and the North One -Quarter Corner of Said Section 14, T75, R93W, 6th P.M. NOTES: I. Underground utilities were located using a pipe locator, no lines were exposed. Therefore, true locations may vary from those shown on these drawings. Extreme caution should be used when crossing or coming close to these existing lines during construction. There is no warranty, expressed or implied, by EnCana Oil & Gas (USA) Inc. or Wasatch Surveying os to the completeness or exact location of existing utilities. CERTIFICATE OF SURVEYOR I, TED TAGGART OF FRUITA, COLORADO HEREBY CERTIFY THAT THIS MAP WAS MADE FROM NOTES TAKEN DURING AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION FOR ENCANA OIL & GAS (USA) INC. AND THAT THE RESULTS OF WHICH ARE CORRECTLY SHOWN HEREON. 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 2 OF 5 Ploiect No. 07-04-03 Date surveyed: Jan. 2007 Date A Drawn: 2/13/07 Latest Revision Date: 7/23/07 LINE TABLE - 11-14 LATERAL LINE DIRECTION LENGTH L107 N36'48'09'W 71,45 L108 N2228'07"W 139.89 L109 NO152'29"E 105.69 LI10 N04'44'22'W 18.26 L111 N0433422"W 14147 SETH SWIM SECTION 11, TfSP93W Owner: Rose SEE DETAIL P.I. 70+33 P.I. 69L9 P.I. 68+99 14 67+66 L4 SEE SHEET 2 401. 66+59.7 P.I. 65+43.9 11'14 TANK SITE (WATER INJECTION WELL) P.O.E. 4+76.8 LDI P.O.S.L. 3+35.3 103+17.0 (715.98') 19 I. 2+11.4 1947 CLI ID: P.I.L' +31.5 BRASS CAP P.O.B. 041» (11-14 Lateral) P.I. 72+46.7 (Main Line) 472+ 4.1 (E EXISTING ROAD) Y.I. 73+65.7 NORM 1/4 CORMS/ MC 14 L47 P.I. 75+47.3 48 P.I. 76+49.4 0 49 .I. 77+60.1 50 P.I. 78+39.1 151 P.I. 79+21.4 152 P.1. 80+09.5 P.I. 81+77 P.I. 82+3 P.I. 834,- P 34+P 53 PIPE BENDS 11-14 LATERAL mac wr IKON PIPE 0+00>I 5 1143' PoCMP r170 [6.6' LEFT PROPOSED PIPELINE (ONE 4' WATERLINE) Section 11 Section 14 PROPOSED PIPELINE 11-14 LATERAL (ONE 4' WATER PIPELINE) DETAIL #3 NOT TO SCALE POO n1441 7 .L 724467 (Morn We) Eiarng PPN'ne.4s Owner: Cedar Springs Ranch LLC PROPOSED PIPELINE (TRU 4 WATERLINES IN SAME TRENCH) Centerline of Pipeline Right -of -Way --L58,60=roperly LIO5L61 'POINT P.I. 91+31.6 (Main Line) P.O.& 0•00 (014 W lateral) 1112 P.I. 2+50.5 c. 0 P.I. 6+30. L114 P.I. 7+48.9 Al1 (Ege of Road/ 8+12.1c uvrtr P.I. 8+39.51 P.I. 9+55. P.O.E. 10+1115 SECTION 14 NOTES: 1. Underground utilities were located using a pipe locator, no lines were exposed. Therefore, true locations may vary from those shown on these drawings. Extreme caution should be used when crossing or coming close to these existing lines during construction. There is no warranty, expressed or implied, by EnCana Oil & Gas (USA) Inc. or Wasatch Surveying os to the completeness or exact location of existing utilities. LIlT SEE DETAIL L I. 9•+33.0 • L0 62P 99+15.1 .1. 98+95.2 51214E1/4 SECTION 14.1751193W Owner: Rose LINE TABLE - G141 LATERAL LINE DIRECTION LENGTH L112 52115'42"W 250.54 L113 521'38'54"W 379.79 L114 533'58'51"W 118.57 L115 526'16'20..W 90.55 L116 517'18'24"W 115.66 1117 - SO2 '25'08"W 66.17 Existing Pipeline GI4W TANK SITE PIPE BENDS G14W LATERAL 75:7,7; STAMM 0.10 3+50.5 OA' 190+11 6+ 363 113. MOLT 7.469 7.r Lm pe WE 1+1 9 3 1/4 Section Line BASIS OF BEARING The base bearing for this survey is N89'16'29"E, 2675.98 feet between found monuments at the Northwest Corner and the North One -Quarter Corner of Said Section 14, T7S, R93W, 6th P.M. NEI/4 NEI/4 SECTION KITS R93W Owner Rebjok LLLP N88'24')6'E, 2660.80' STA' 131+619 P.0.8. 04CO (013 Labra) 17 _374_ _ (25 MF a nn w__ + +L.0 o++ o4 O.E. 3+90.9 to tr 24+82.9 Ns Existing Pipdin P.0 St 112+22.4 166 STA: 111+91.7 (OW POWER P.1. 111+83.9 L64 P.I 111+11616 P.I. 121+95.0 SEE DETAIL #5 113+45.2 re I. 112+87.6 (Main Line) P.O.B. 0.00 (673 Lateral) DETAIL #4 NOT TO SCALE R/RebaReMek LLLP - Owner. Cedar SPLPM MALL, LLLF zs 74 6Cll M.EIT fMet/ xr174 PEI/4 SEi4 2W2 ALLAAP Is 31143 FGFNf) P.I. POINT OF INTERSECTION PROPOSED P PROPOSED PIPELINE (TWO O WATERLINES IN SAME TRENCH) 99323D_ _�__ E4isIin9_Ppefee P.a.P.L 891IS1 P,Q2ertLL.ine 1Aj 40fl4 a r . Pp, .'. 984,968_ Fence in SECTION CORNER LOCATED P.O.B. POINT OF BEGINNING P.O.E. POINT OF ENDING P.O.S.L. POINT ON SECTION LINE P.O.P.. POINT ON PROPERTY LINE 013 TANK SITE LINE TABLE - 013 LATERAL LINE L119 DIRECTION 501713'26"F NW1/4 SECTION 13, T75 R93W Owner: Pitman 91.0 El3 TANK SITE ,901%ti9Z '3.,LS,£S.00S EAST 1/4 LENGTH 390 86 Section 12 Section 1,3 3. Z• + N rA LINE TABLE - E13 LATERAL LINE DIRECTION LENGTH LI16 500'46'53"F 191.87 DETAIL #5 NOT TO SCALE 8'05+1bl 'I'd PROPOSED PIPELINE (TRO 4' WATERLINES IN SAME TRENCH) P.I. 112487.6 (Hex UN) Boa wwlerewl Existing Pipeline -s-' E13 Lolerol WSZatz RVEYINGRVEYING 906 Main Street Evanston, Wyoming 82930 Phone No. (307) 789-4545 LINE TABLE - MAIN LINE LINE DIRECTION LENGTH L42 N3458139•E 13312 L43 N43'56'09"E 92.44 L44 N57'02'52"E 41.57 145 N8116'34"E 213.50 L46 5364809°F 118.98 147 S371529E 181.59 L48 517'56'16 E 102.11 L49 527'36 13 E 110.76 L50 516'20'48°F 78.99 L51 S0258 19-W 82.24 L52 502108135"W 88.12 L53 5045036°F 167.95 L54 SJ216'56"E 57.38 L55 559'36'38"E 72.75 L56 573'56'35 E 138.98 L57 564'2143E 131.15 L58 N89'28'24"E 553.89 L59 N89'1936"E 135,8.8 L60 N88'59'26"E 112.45 L61 N89'03'34"E 515.60 L62 N00'29 38 W 1986 163 NO0'2938 W 17.98 L64 N89'30'22"E 1178.58 L65 N53'39'41"E 72.25 L66 589'08'34°F 3857 L67 589'0834'E 65.15 L68 NO0'46'53"W 392.78 L69 NO0'05'22"E 514.66 L70 N00'48'33"E 28784 L7) N88'19'56 E 439.69 172 N88'4934"E 355.79 L73 N88'31'34 E 83.53 L74 N88'31 34 E 278.89 L75 5761633°F 100.00 L76 N86'41'32"E 410.04 b 133HS 33S CERTIFICATE OF SURVEYOR I, TED TAGGART OF FRUITA, COLORADO HEREBY CERTIFY THAT THIS MAP WAS MADE FROM NOTES TAKEN DURING AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION FOR ENCANA OIL & GAS (USA) INC. AND THAT THE RESULTS OF µ'HICH ARE CORRECTLY SHOWN: HEREON. 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 3 OF 5 Project No. 07-04-03 Date surveyed: Jan. 2007 Latest Revision 7/23/07 Date: Date ‘ Drawn: 2/13/07 1 SEE SHEET 3 2 S DETAIL #6 NOT TO SCALE SECTION 12 PIPE BENDS 012 LATERAL ANGLE posh ET TROT eEaN PIPE 0+00 P.I. .2+08.8 PEE EOM 2+90.7 LINE TABLE - 012 LATERAL LINE LINE DIRECTION LENGTH 020 587138'29"W L78 209.91 1121 40221'31"W 088113'54T 80 77 Don 72 m 9# 1IV13O 335 L77 P.O.E. 2+90.7 LI P.I. 2+09.9 HORST I/4 CORNER SEC. 13As DETERMINED Or REFERENCE MpWM LINE TABLE - MAIN LINE LINE DIRECTION LENGTH L77 N88133139"E 436.61 L78 1/8813154"E 47523 L79 088113'54T 191.43 L80 N83'O9'38"E 202.17 L81 N0221'31"W 65.17 .32 NO2'2I'31"W 52.40 L83 487138'29"E 535.01 L84 N87'57126'E 656.49 L85 087156118"E 104621 L86 N34120'531 26.00 L87 N04139126"E 302.71 L88 N00'54'42"W 632.86 L89 N0213317'rE 31.35 L90 NO2'33'17 E 74.86 L91 NO2'24 42"W 166.45 L92 NO2 '24'42"W 113.42 L93 N7420'46 E 49.35 L94 47420146"E 29.47 195 N00136'01114 892.11 L96 N0111138"E 25328 L97 N00'00'2914 453.98 198 N0028'30"W 10011 L99 N00128'30"W 718.37 012 Loleral DETAIL #7 NOT TO SCALE PDS. 0000(012r.rp P.I. I54+53.8 (Mole LMe) 15475.8 (Existing Pptline) '15++51A (E.netlne) oeNw J Existing Pipeline -J-1 PROPOSED PIPELINE (TWO 9 WATERLINES IN SAME MENCH) L78 0 + LBO Ewrtin0 Road) 428.7 (Edge of Etletkg 8080) 4+12.8 044413e) 74: 15414.0 (Existing P104+.) 153+04�EoiN0+8 Pipeline) P1. 153+803 SEE SHEET 5 NE1/4 SECTION 12, 178 R93W Owner: Shaeffer STA: 208+45.5 (Main Line P.0&0400 (K7 Labral) L98 Pt. 207+45. 215+63.9 NWI/4 SECTION 7, T75 1792W Owner: EPIC Ltd. DETAIL #9 NOT TO SCALE EnbOFN Pptlwe-( PROPOSED PIPELINE (Iwo 4' wATERuors IN SANE I70/04) 2+97.8 P.I. 202+91 4 SEE DETAIL 411/255114 SECTION 12.175 1393W Owner: Shoeffer PIPE BENDS P12W LATERAL OLGN Per woo 1.914 3+07 5 3+956 P 141 5.09 6 5.1' RIGHT 16.7- FaGHT 70 a' FeOpT [ nP LINE TABLE - P12W LATERAL LINE DIRECTION LENGTH 022 584'26'23"14 3844 023 56610'25"W 154 91 024 562'46'43 W 114.12 (.125 S5I'05'24"W 88.14 026 53916'50"W 113.96 L127 S47'31'38"W 10411 L128 564111'221W 101.20 1129 43614'47"W 61.90 5126E1/4 SECTION 12, PS R93W Owner: Cook P.I. 200+38.1 L94 P.O.S L. 191+16.5 L9 P.1. 190+6 EQ im PIPE BENDS K7 LATERAL H9N PIPE END PIPE o+m 2+87.8 11+55.2 13588.8 POE APO LINE TABLE - K7 LATERAL LINE DIRECTION LENGTH L130 53579143'F 297.78 L131 52.156151"E 867.45 L132 50301'39"W 22159 P.I. 11+65.2 L132 OO.E. 13+86.8 K7 TANK SITE SW1/4 SECTION 7.17511192W Owner: KRK Ltd. . 91+46.0 T 191+37.9 (EXISTING P FELINE) Property Line _ .LM2 SEE DETAIL %/8 P12W TANK SITE P.O.E.. 7+76 LI STA: 7+ 9. - (fE Existing R ad) v m m+ II O P.L. 189+53.8 (FENCE) p Centerline of Pipeline Right -of -Way 0 .08. 0+00 (012 Lateral) 2 P.I. 154+83.8 - 8 OOMTG. L83 _ --- -. ._.-._. I54+31.4 --.-. 58150'10"W, 2575.84 (2276.1') P.I. 153+66.3 SEE DETAIL //7 NWI/I NE1/4 SECTION 13, T7S R93W Owner: Shaeffer 4 187+87.3 TA: 787+33.3 (PG EXISTING ROAD) STA: 187+12 4 P.0.8. 0+00 (P 12 W Lata'89 89 P.I. 186+81.1 a a L85 .I. 180+48.2 177+45.5 177+19.5 NORTHEAST CORNER BASIS OF BEARING The base bearing for this survey is N89'16'29"E, 2615.98 feet between found monuments of the Northwest Corner and the North One-Quorter Corner of Said Section 14, T7S, R93W, 6th P.M. PROPOSED PIPELINE (TWO < WATERLINES IN SAME TRENCH) RIGHT-OF-WAY LENGTHS PROPERTY OWNER PIPELINE SECTION FEET TOTAL Latest Revision Date: 7/23/07 11-14 Lateral Sec. 11, T75 R93W 141.47 Main Line 4489.03 115W Lateral Sec. 15, 17S R93W 578.51 J. ROSE F115 Lateral 228.00 Man Line 5426.04 12283.51 014W lateral 63.90 11-14 Lateral Sec. 14, T75 R93W 335.29 014W Lateral 1021.27 REBJAK Main Line Sec. 14, T7S R93W 1307.37 1307.37 Main Line 3840.21 PITMAN TRUSTS E13 Lateral Sec. 13,175 R93W 191.87 4422.94 D13 Lateral 390.86 SHAEFFER Main Line Sec. 13, T7S R93W 368.77 368.77 Main Line 3522.33 COOK 012 Lateral Sec. 12, 17S R93W 290.68 4589.79 P12W Lateral 776.78 SHAEFFER Main Line Sec. 12. 'US R93W 162.77 162.77 Main Line Sec. 6 & 7. 175 R92W 474353 KRK LTD. 6130.35 K7 Lateral Sec. 7, PS R92W 1386.82 BENZEL LAND LLLP Main Line Sec. 1,175 R93W 101.98 101.98 Total 29368.48 DETAIL #8 NOT TO SCALE 906 Main Street Evanston, Wyoming 82930 Phone No. (307) 7894545 CERTIFICATE OF SURVEYOR I, TED TAGCART OF FRUIT A, COLORADO HEREBY CERTIFY THAT THIS MAP WAS MADE FROM NOTES TAKEN DURING AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION FOR ENCANA OIL & GAS (USA) INC. AND THAT THE RESULTS OF WHICH ARE CORRECTLY SHOWN HEREON. 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 4 OF 5 2 Project No. 07-04-03 Date Surveyed: Jan. 2007 Date A Drawn: 2/13/07 Latest Revision Date: 7/23/07 CORNER/4 SEC 1 1947 550.0 MASS CAP LEGEND DETAIL #10 NOT TO SCALE 58726"10"W 2614.85' LINE TABLE — MAIN LINE LINE DIRECTION LENGTH L100 NO0'25'27"W 633.62 LW? N0015'321 793,00 L102 NO0'36'25"E 781.71 L103 588'43 45 W 87.65 L104 588'43'45"W 101.98 SECTION CORNER LOCATED P.I. POINT OF INTERSECTION P.O.B. POINT OF BEGINNING P.O.E. POINT OF ENDING P.O.S.L. POINT ON SECTION LINE P.O.P.L. POINT ON PROPERTY LINE BASIS OF REARING The base bearing for this survey is N89'16'29"E, 2615.98 feet between found monuments at the Northwest Corner and the North One—Ouarter Corner of Sold Section 14, T7S, R93W. 6th P.M. NOTES: I. Underground utilities were located using a pipe locator, no lines were exposed. Therefore, true locations may vary from those shown on these drawings. Extreme caution should be used when crossing or coming close to these existing lines during construction. There is no warranty, expressed or implied, by EnCana Oil & Cos (USA) Inc. or Wasatch Surveying os to the completeness or exact location of existing utilities. CORNER RE NOTE: ME POINT Of ENDING BEARS N 07,44'51" W. 758.28 FEET FROM THE SWIHEAST CORNER OF SECSW 1, 175 R93w. P.O.E. OF PIPELINE RIGHT—OF—WAY AT WATER TREATMENT FACILITY P.O.E. 239462.0 5E1/4 SECTION 1, PS R.KiW Owner: Benzel Land LLLP PROPOSED PIPELINE (INV 4" WATERLINES IN SAME TRENCH) Section Section 12 NEVA SECTION 12, T78 R93W Owner: Shaeffer 5013INCAS? CCRER SEC I SEC 1 n USO.0 BRASS CAP h o P.O.S.L. 238+60.1 LI TA: 237+88.9 (Essiting Pipeline) . 237+72.2 SEE DETAIL #10 SW1/4 35035W 6,175892W Owner: KRK Ltd. TA: 231+92.4 (Powerline City) 229+90.5 221+97.5 P.I. 215+613.9 SEE SHEET 4 Centerline of Pipeline Right—of—Way NW1/4 SECTION 7, TiSR92W Owner: KRK Ltd CERTIFICATE OF SURVEYOR I, TED TAGGART OF FRUITA, COLORADO HEREBY CERTIFY THAT THIS MAP WAS MADE FROM NOTES TAKEN DURING AN ACTUAL SURVEY MADE BY ME OR UNDER MY DIRECTION FOR ENCANA OIL & GAS (USA) INC. AND THAT THE RESULTS OF WHICH ARE CORRECTLY SHOWN HEREON. ATCK SURVEYING RIGHT-OF-WAY LENGTHS PROPERTY OWNER PIPELINE SECTION FEET TOTAL 11-14 Lateral Sec. 11. T7S R93W 141.47 Main line 4489.03 115W Lateral Sec. 15, T7S R93W 578.51 J. ROSE H15 Lateral 228.00 Main Line 542604 12283.51 014W Lateral 63.90 11-14 Lateral Sec. 14, TTS R93W 335.29 G14W Lateral 1021.27 REBJAK Main Line Sec. 14, T7S R93W 1307.37 1307.37 Main Line 3840.21 PITMAN TRUSTS E13 Lateral Sec. 13, T7S R93W 191.87 4422.94 013 Lateral 390.86 SHAEFFER Main Line Sec. 13, T7S R93W 368.77 368.77 Main Line 3522.33 COOK 012 Lateral Sec. 12, T7S R93W 290.68 4589.79 P12W Lateral 776.78 SHAEFFER Main Line Sec. 12, T75 R93W 162.77 162.77 Main Line Sec. 6 & 7, T7S R92W 4743.53 KRK LTD. 6130.35 K7 Lateral Sec. 7, T75 R92W 1386.82 BENZEL LAND LLLP Main Line Sec. 1. T7S R93W 101.98 101.98 Total 29368.48 906 Main Street Evanston, Wyoming 82930 Phone No. (307) 789-4545 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 5 OF 5 , Project No. 07-04-03 Date Surveyed: Jan. 2007 Latest Revision Date: 7/23/07 Date . Drawn: 2/13/07 ATTACHMENT z Co I- - CD Q I < in ' vCL I J O i i2 c0 0 0 U , U N N co o QC r— < U z a_ ll Q CD W cr —� 0 C '— w z Z O c w fl r i o 0 O U o ho O O N 0o SHOULDER CLOSED ON IWO LANE ROAD. S$I daajNa co: Woad J o2 Z g 0 enC 0 Oz ¢ ecn z2 EE o or p3 0 to 92flj! 3 Q w J zn _ 3al 8 2-, IQ Q pz ¢= 3d Z 4.4-10 P. D 4 z ZO -c'i EVA'" Zd Nd6T:40 tam 80 '6„a COUNTY ROAD 322 P.O.S.L. 154+31.4 ght-of-Way (tm)_,_, _, .— x—x - ----`,,STA: 154+04.0 (Existing Pipeline) Existing Pipelines �I � Proposed Pipeline NN,J_----- °'r -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: 07-04-03 PREPARED BY: Professional Land Surveyors ATC$ 906 Main Street SURVEYING Evanston, Wyoming 82930 C, o U _W 2 F' in O0� ti, WQUO - W U 6 U dU oo Q aOu_ a 0o p 0F3 „U U a0U U 0, a F Q I- �' WQ Z OUQ WU�-W DEW :KNd Q WNSa �QQ rjZ J a0R Q O w CROSSING LOCATION LATITUDE: 3927'11.487" N LONGITUDE: 107'43'20.884"W UTM NORTH: 4370608 UTM EAST: 265751 V1 W Z W GOQ2 Wrt61 tiW-0QFO tic?0IG iUK azo�llss W ¢KO¢p40Q yucco^Ww ¢¢WQ., --z Z ''OZOWza z aO¢va�. n3a _ O O O CO DATE DRAWN: 7/31 /07 j 9'11£9 )0 154+50 _ SCALE: 1"= 40' J LL I 0 a CC o i L'11£9 CC 9'11£9 CLIENT: EnCana Oil and Gas (USA) Inc. DRAWN BY: SMM 'SURVEYED BY: WASATCH SURVEYING ASSOCIATES 906 MAIN STREET, EVANSTON, WY 82930 (307) 789-4545 1_N Z ro IW I Z D J o1 I z o_ o� CW 9'11£9 REVISION: zzz I J + � o I W C0 I- / y o O 1'11£9 "' T O u _ Cr d N 0 0 0£1£9 = — z, in up Li X 0_ W b'£1£9 T ,01=„ l :TWOS 1VOI183A W SCALE: 1 = 40 ( r.i. I It+ai.0 IMDIn une) II , /' ' VIEW DESCRIPTION: PROPOSED ROSE RANCH WATER PIPELINE COUNTY ROAD 319 CROSSING, GARFIELD COUNTY, COLORADO PROJECT NUMBER: 07-04-03 PREPARED BY: Professional Land Surveyors =CU 906 Main Street SURVEYING Evanston, Wyoming 82930 ,}:u; :; ! 4(r 0`t3! L ° ) ,!\ \ § r:. [8 ki {§\ > g (\ °' - » t).; \ % / b CROSSING LOCATION LATITUDE: 39'26'58.225" N LONGITUDE: 107'43'58.344"W UTM NORTH: 4370226 UTM EAST: 264843 DATE DRAWN: 7-31-07 1' MINIMUM ISTING PIPE (Typ !CLIENT: EnCana Oil and Gas (USA) Inc. DRAWN BY: SMM URVEYED BY: WASATCH SURVEYING ASSOCIATES 906 MAIN STREET, EVANSTON, WY 82930 (307) 789-4545 REVISION: SCALE: =4O �#r \ &l=„1. Ss 931183A ATTACHMENT 4 STA'LOFCO z o C' c, a c �+ M 0`A ~� 0W4 0U chFs un pq toy U U QWW 0 m Certification Number COR034840 This Certification to Discharge specifically authorizes: 144 ig b ae 0 U C I- co M 0 El Cw. �' 0 ti o 0 co I o t in no GG 00 bA rd Uri eio cc Cb W 6C 0 N N Certification Expires: 06/30/2012 STATE OF COLORAD 9 O 0 0 N 6 2 N U Sc.is, di co .it� 2," T 00 N W �Oc- o U :Jo00 t4.1 rfi 0N Nchi c‘i o N a-, b .0 0 ro' 4) 8M Oq 0 0, N t,g y b N b . t " o o, 0 o cy m U 0. .rJ-' N o °, c) .0 N w A '� s 0 3 0 o p 0 0n to vs O 2 O.i 0 ' N U N F CN N o. W 0 o 0 >❑, 8 (, N N 4� 'b N N s-tV N p N O V 0 L. C ct. u4 "w o b A m y N0 N O 4 S vO v < E" ii, 8 CO >s2, 3 v ZOUo°p Qb° o;5 FA Hit 0pv jc A AUC7 HIT wmA' o � i o ba4. U21 ° •..a N V oU d*aTOaci� co NNb id -zogoo _00 00 u 1 a vV 8 I°° U aaa .r 8.N wU .7 �s og- f 6.x 3 4°a^ a 1 49 co >, a �� ATTACHMENT 5 EnCana Oil & Gas (USA) U X 'O U cn co W 7 r0 o W co co N O O �mn V c 0 ca co co V' N aro OCDQ c N y ca > U p c WN- coO August 9, 2007 C a) E r co a a a) co C C C co a c to co ccc C O Q U 7 .- CO 7 C) y o) C C O C _ C ON U(Do 72 .OL O -(r) .6D T co N co N Re: Pipeline Development Plan for the Rose Ranch Water Pipeline a)@To E C U `o O C C a) O w O a iC N I- 3 L C.) O O a) i a) C O 7 'a N a)•C a• a)@ I -a m LL) 2 C O W co 15 c m N @ N I O Qow a) N N O y Q .N Cle C @ E E U .6 O C L o W N T C CD o N Ntq a) c E o E CL N N C 0 a N i) @ o I -c I5 .CD - >' co) — > Q O a N Y N co .N CN UO O a) L C j, O 0 H W N w a) -a . N a) N Q a) Q Ca- ° - 0 N O y O X N O C oo .O U as o w ,G aQ U CD 0 t O 0 CO L Q.) Q. 1:3 ° 'm m boa O m o ao .0 m : 3 O O @ 0 co I1— `m -0 0) LL O CO C a 0))0 a) @ @ a a .0 U C .0 a C @ C .C.O C C O a co Q - a) 1- 3 a) U L C O' a) N O N C 3 co O N m Oo N C 0o) Y a) 'w 0 mE L •.@ 0 D O N � L H N H N N - ❑- L r a t C C E N C U C C rn .E o P C N 'O O'— .N C -O U N C r- O N N C O O O N oc U C t E N L a @ @ m a 'O 00 Q L C C H co L co o a o C a) -Ed® 4 co O a Q N a) O U N Q.N C Y y N O 21 @ C P2 ,o co NU L O 4— H — o G.) — 0 L 0 N •(p CD O) N .. C CD 0 V 3 O t_-, ca 3 s In a) — L a) O a) N 0® L O N y a) YON p .4-N N Ua) a) NQ C L a) L C N •N C p) C X _ a) o @ E o o C L•C)C +• @ O o @ .L.. N � N N O.0 @ a) .Na) "O N CD — a) @ N @ L a Q o Comments Proposed pipeline does not parallel any existing pipeline Proposed pipeline parallels existing 8" natural gas pipeline. The off -set between centerlines of the proposed pipeline and the existing pipeline is 8 feet. Does not exist. Proposed pipeline parallels existing road and existing pipelines (8" natural gas and 3" water) are on opposite side of road. Proposed pipeline to cross under existing 8" natural gas pipeline. Stationing 0+00 to 32+14 32+14 to 42+13 66+59 to 72+14 a Z 72+14 to 98+95 98+95 to 99+33 Alignment Sheet I Sheet 2 Q Z co m CO Sheet 3 w Detail #1 Detail #2 Detail #3 Detail #4 Comments Proposed pipeline parallels existing 8" natural gas pipeline. The off -set between centerlines of the proposed pipeline and the existing pipeline is 10 feet. Proposed pipeline to cross under road and two existing pipelines (8" natural gas and 3" water). Proposed pipeline parallels existing pipelines (8" natural gas and 3" water). The off -set between centerlines of the proposed pipeline and the nearest existing pipeline is 8 feet. Proposed pipeline to cross under road and three existing pipelines (8" natural gas, 8" natural gas and 3" water). Proposed pipeline parallels existing 8" natural gas, 8" natural gas and 3" water pipelines (both sides of road). The off -set between centerlines of the proposed pipeline and the nearest existing pipeline is 8 feet. Proposed pipeline to cross under road and existing 8" natural gas and 16" natural gas pipelines. Proposed pipeline parallels existing 8" natural gas and 16" natural gas pipelines. The off -set between centerlines of the proposed pipeline and the existing pipeline is 8 feet. Proposed pipeline to cross under road and existing 8" natural gas and 16" natural gas pipelines. co c 0 ra0 99+33 to 111+84 111+84 to 112+87 112+87 to 153+66 153+66 to 154+84 154+84 to 190+67 190+67 to 191+46 191+46 to 237+72 237+72 to 238+99 Alignment Sheet Sheet 3 Sheet 3 to 4) 0 a a) = v 0 v 4) V) a N N Sheet 5 ) 0 Detail #4 Detail #5 Detail #5, Detail #6 Detail #7 Detail #7 Detail #8 Detail #8 Detail #10 Cn G C 4) E (6 G 4) O O ,C O "- N Co o N p N 0 0 .c a o su 'a s m °'a) �0 'O L"O C .Q o C U N h N c 0 4- N N 4 lo .-C- Nc0 aa) o w 0 •c't 0 3= 2 • -0 ' N O a to 3 U o _ a E C N 4) N C a7F- E'r'a a y )E 0 > m o O :CC '_ ® .°- 1- 4 •C G N .- U o O- •a) iv- rb 'X E N .0 _a N G .Q Q 4) t6 � tll O N N 7 a co h .O. O�j D, O N N a0-0 N O, c X 0 o OL N_ r O) 4) 0 E O t� X r M U O C N° o F Co Co (0 'O " 0 C C 0 CoQ 0 _ a O N ° o O L •C N O Cas@.C>--0 o� N o•ao 4) N C 0 N o L N c a l "O G co 9) a o 'a o 7 ° -0 m• 0 �.roo UU o 0) -o C co a).O u) •-• E of 0-°.0 C.) °- o ZS N 4 O 0 0 :E N U O �� vi N LO nC 42 O N a 03 4 G c L o c 0 c's E �„-s_ 0 O >' 0..b...-• 4) O C N°° Co a 0 L p �,f2 s L.: 7 E a C .2= (40.) W G °- Co to N �O 4) td 4) 0 • a O) N 4) N E O s N j '� 0�.c a c ca ,E o o a m aC X 4) . 15 0- 0 E 0 U a -5- CO t0 o y a U N •C .0 O h t� V 'C ' a N w h a 'a c t 2 N O N 0 C 0) „(y0 C 45 O. 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CC.a) 0...--:U C J,'. 0),W m - O Q 3 I!U CO.0 U W a w N o + N C a) C U) X W Please refer to the alignment sheets in Attachment 1 for the following discussion. Ownership CO CO W c CO U W W c CO W CO U W W CO CO En Cana CO CO C c CU C c U W Comments Proposed pipeline does not parallel any existing pipeline Proposed pipeline parallels existing 8" natural gas pipeline. Proposed pipeline parallels existing road and existing pipelines (8" natural gas and 3" water) are on opposite side of road. Proposed pipeline to cross under existing 8" natural gas pipeline. Proposed pipeline parallels existing8" natural gas pipeline. Proposed pipeline to cross under road and two existing pipelines (8" natural gas and 3" water). Proposed pipeline parallels existing pipelines (8" natural gas and 3" water). Proposed pipeline to cross under road and three existing pipelines (8" natural gas, 8" natural gas, and 3" water). Proposed pipeline parallels existing pipelines my C O m m M o o 00 32+14 to 42+13 66+59 to 72+14 72+14 to 98+95 98+95 to 99+33 99+33 to 111+84 111+84 to 112+87 112+87 to 153+66 153+66 to 154+84 154+84 to 190+67 Alignment Sheet Sheet 2 Sheet 3 Sheet 3_ Sheet 3 i 0)CO Sheet 3 Sheet 4 Sheet 4 Ownership l CO 03 C3 03 CO CO Comments (8" natural gas. 8" natural gas, and 3" water) on both sides of road. Proposed pipeline to cross under road and one existing pipelines (8" natural gas and 16" natural gas). Proposed pipeline parallels existing pipelines (8" natural gas and 16" natural gas). Proposed pipeline to cross under road and two existing pipelines (8" natural gas and 16" natural gas). Stationing I 190+67 to 191+46 191+46 to 237+72 237+72 to 238+99 Alignment Sheet Sheet 4 co Sheet 5 Contact Information o co o a CEt L O\ )! n> 3{ {° C o o {J \\ \! En ao )) ;{ }! -16 co o The following personnel are points of contacts in the event of a pipeline emergency: Cc>O0 -0 \/\} \} 3 !$e= _ J=00i co Z lo -Ed 1-4 46 § _±e CO �ca� \\§ > {\ k®/G @2 k\ \k(2 \[/ /a ®\ ;qo\ ,_ cc <0 !\«\ - CO 0 \\ \)\\ 1G) «\ /t)\ co z {{ \O oc0 0 k �f�\ \\ t0 )f|w mf _a \2 t j}/\as 0 c- o G\ \\)\ § _{ \\ - \// \? a} 3�/) 0 0° )\ { �k/11 ` +)�+ )§)« {I {$ \I )) {o \ >O \2)� ;G\ u) a) CO\ \§ \/ƒ mR \7@ « Co `sf /j{ /§\ )§} \\ §'5C \ CO m§& -- 2 , CO)\\\\ 0® \ \{\ )\( \\\ )( . u%2\\ ±10 6 ATTACHMENT 917917-691(100 'ON 013044 008Z9 6uIu10I(M 1uO9Suan3 101.46 WOW 906 &elapses/ &1(09190 Wl99eM 530 I. 13395 10/60/1 I.u3� 90m.wa 10/El/Z 2003'uer B“.a111S 60-0410 plSta pu 6+ 045 9V :01910S APM JO )4BM OQV :10100 'LLNnoo a131dave 'W'd 419 'MZ68 'S21 'L 8 9 suoiloeS 'MS6a '521 '96 8 'Y6 'Cl '2.6 '66'6 suoAOOS auiladid JaJe/ youea esoa "QW (vsn) See 10 eueQu3 6E4mo4S dept' 603031 919065 111316803 367y 01(66 30 0310039 3+1 17711 099 3N( S.) 007 10 v990143 60.1 60N 13000 1 83054 01 20 10 3099 333005 1 99 010600 57691 53100 11083 309(0 9947 4921 56 19,14136037 19393/1 00060103 '010083 30 1993901 031 1 LOA J0 31931.301033,) O0n +0010001 0 19( 0 091110395 001 (900)60.3 3 6' rp 00093 '0 '00900130 903001711:0 31+01000 841 010399013 3 10,10saw, 60'(4 zszzc 0,001 61. 09,01 zaccv 9109 q t 3 6 08 9 con9: 0967 a 31 ' 9' .0107&1610001 9515 0nit a.oa.041 6usn 0310701 0.10 .epees 711630326e0 310N VI ; 419 '47088 'SO 'PI 0011710 m' 1 Dna I 0-300 51,79 720 123 (01001)09 2/0 10 8201/00.00) p 01'10 Ill;.02 967091 '3.90609 z(. a1a:lnz 1,0 00, 90.909 vs.`,041 DNI9939 JO siSVA 1131 .s GC 19006 .0 06 113 968 8 0 1331 10 2331 .L 0 2 92 1898 .96 91I+II-, O TC+66 256066 9 60 *C6 209+26 9 I0+16 t 00+50 09+00 1331 .CVT 1331 .0 LZ 9 (0+C0 0"rC+Le 1331,602 1331 0 L 133',80 610*10 Cd 4 18918 .0 61 10310 .C' II 16f*06 ld 109+ 1131 .1 6 16o+91 18019 .0'61 f00+5L .9 380113318 .6109 17/010 .1 70 159000 9v*00 ZTC*0( 18018 ,I'CI 9 16+69 I HO1a .0 6 266+89 1131 1'2 199+09 1131 .6 II 18019 .9 I 18014 L bs*99 6 Co* 31 990+09 9+e0 5331_611 1+98 .Z 11 O 00+09 088809 ve 1760,6 .tic 016*95 31,117 NIVW SONJO 3dld 909906E 029,61Z 3111003 1331.6'16 220+!00 'Cd I008 C0 006 6(0 I d v9 8 0 0 S [ + OZ fd HOa I0 6'C9+012 SC'0009'011 131 50 09 8000 0007 01883 1337 0 I 06+202 I'd 1990 Sri 90+002 rd �Id 1131.61( 0.90161 1110107 Mild IH3 .99( 0'19++061 "Id 11 1131.05 ['10+(01 08000 11010 .5T I. re1,901 'le 1331.95 20r_O01 Id 1131 .(60, 0SIK(1 'le 1437 .9'00 1 .00+92 d .00 CL1 ST(*99*991 'I'd 1016.06 691+09'.F 01 140010.006 0 29+ 151 "Id 1131.050 199*C9 Id 1331.15 10.90.11 626001 0336 .C-0 003K'r1 I 11016.6'' 000+101 'I'd 1131 .Oz1 909+(n 'Cd 1898.252 908-901 I'd 191.00 191+101 [d 1101&.90 922+601 'Id 19010 .S't€_ 620.1021 P0921.9 (0 050+101Id 1131 thew __1,20 1H99.60 000+913 'I'd 191.916 9(0+211 -[G 18010.22[ 6 w 3:8 19393, 010 19(91 31997 3N01NIVIN SON38 3dld 1131 .s GC 19006 .0 06 113 968 8 0 1331 10 2331 .L 0 2 92 1898 .96 91I+II-, O TC+66 256066 9 60 *C6 209+26 9 I0+16 t 00+50 09+00 1331 .CVT 1331 .0 LZ 9 (0+C0 0"rC+Le 1331,602 1331 0 L 133',80 610*10 Cd 4 18918 .0 61 10310 .C' II 16f*06 ld 109+ 1131 .1 6 16o+91 18019 .0'61 f00+5L .9 380113318 .6109 17/010 .1 70 159000 9v*00 ZTC*0( 18018 ,I'CI 9 16+69 I HO1a .0 6 266+89 1131 1'2 199+09 1131 .6 II 18019 .9 I 18014 L bs*99 6 Co* 31 990+09 9+e0 5331_611 1+98 .Z 11 O 00+09 088809 ve 1760,6 .tic 016*95 31,117 NIVW SONJO 3dld 909906E 10101 Ia 96' lel 06'101 M06815t1'0'095 v1111 01M' 11110N71132N30 'Id 00'9001 0/126119/1 L '91S 1031101030 1331 01 04037 SC'0009'011 00 0707 91068 001' t 0 9'310 0007 01883 LI Lel 00291 91069101121'010 11117 00ey+ 70333391-10 Id 90900 012041 1110107 Mild 1131,0' 62'6007 00062 690695(1'21',00 1010071 210 08000 11101E 95 ft Mr -Id 8)17 N1901 Isl*2C 01096 0L'096 0406900151300 0197010W 6333137717 1 .00+92 99062 1131 .6'61 18/0187010 r- 16 Z214 09061 91668521'00980 1011007000 5150701 N70'Illd 120786 580+01 8013481.11 :898.000 LC L➢[1 626001 MLsastl'7!'» s Rug 0(800 909030 1331.E"0C 02'1201 101111.100810 009+II 'Cd 61020ML605L1 'II 'vv0 1518&11'11 18016 029 C 65+6 0609 18016 1121 1011101 fcA110 'Id 19'09221. P0921.9 1 1 1131 thew 660+C 00900 1131 .6 S1 1010101518 . 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Cr 5 3753+1 7333 62 611 '47 9,10.10 3753+1 '1333 00 050 'M „ LIZ 0 370306 0010,16 0 . 0 19104. 0(65 1 99,330 '0570 Fi00ti55S?1-9nSIV1'75T0 M! 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'0 62.0000 6 339391 '1333 82 [07 '3 8811,11.10 N 3.393111 '1333 // 260'm 0.91 10 60 9 3003 '1331 1062 '1 9/.0.00 9 99(4901003 330391 10363111 639603 I Sv3NI nos 310 HOLO0 1331 99 013 ] 0[ 90 N Nla I90 a 01'/5 '2r NO3335 0IvS 10 30111593 3111 NO 19104 9 01 1333 ST 09 '3 9001,7/ N 339391 1331 frTrl m ZvrzZO N 7901+1990.3 33939: '30303111 6356031093/0005 391 rv01i/ 133/ CT 09 062.09 S 0901 15101 0095 II 50,4330 0195 30 0/130 2/19 381 30 3911 +1105 381 NO 19104 9 01 1313 57991 'M 10.0.00 9 3393/6 '1333 9800 '3 zzi [[20 N refinNuN00 3363-6 15(04, 59 99(093 30 01 1601 V 01 133.1 SC rC 3 021.[0.10 N 33937t1 7333 90019 'M 11.05.00 9 3393+1 '1333 01100' '3 -92.60.00 N 30.930.1 '1333 0092 '3 . 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H . . . — - : .__, . . ,i• 1 • 1 . 8, 7 , : 4 0 cm CO) Cri t 117 0/ .... LI.. ej ...I til < ,..., I ch 'a- C..,ca -.. = .4 a ' D "" (-0 C,,,,C-- 2 , „er a Lt1 0/ .., , Lu tE 2, _1 co -I- Lr) < 1 tir) To m— is) _ C.3 7— .-- ce) 1 co c:, co 2 Cvl 13 " tr.) I --I— TABLE OF CONTENTS 3 - JOINING SYSTEM k k E 3.1— Flexpipe Fittings 1.1—Product Data Sheet - FP150 3.2 — Photos 1.2 - Product Data Sheet - FP300 3.3 — Engineering Diagrams TECHNICAL 4 - INSTALLATI.ON ± » < <$ 2 2� cc / cm C # « \» 2 ¥ s1'4._. t = a) \ ƒ ® ©? « \ « 2. k# � f ©f \� `^ ^� � — _ » .7 2<O # \ % \. <. . CI . o s » b« ®^^tHU #§ ƒ ƒ\»\ f\\ CO Q / V r a<¥ N Q . . w Production Testing tro \\ \ \ 2.4 —Performance 1 Pressure Rating, 5 6 Bend Radius 7 Permeation Cao• \ o cb w ooCO Or) 5 - REGULATORY 5.1 -American Petroleum Institute (API) 5.2 - Canadian Standards Association (CSA) 5.4 -Qualification and Testing 6 - APPENDIX