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HomeMy WebLinkAbout1.0 Application- Part Onez H o Eizi w 0g Pi EP: C a H Ct z A BAILEY COMPRESSOR STATION TABLE OF CONTENTS Application Form Project Overview NH H Ownership Map Surface Owner Agreements Adjacent Landowners Regulatory Pe VIII. Primary Project participants Project Facilities Appendix A. Project Description Appendix B. Area Topo Map Appendix C. Site Plan & Drawings Appendix D. Legal Description Appendix F. Soil Features Appendix G. Sound Study Appendix H. Pipeline Valve Sets, Meters, Etc. SPCC Plan. k "C C a) Cr faiQ Construction Schedule Iry Sensitive Area Survey Land Grants XIII. Weed Management & Integrated Vegetation Plan XIV. Wildlife Management Plan Emergency Response Plan XVI. Traffic Study XVII. Staging Areas XVIII. Hydrotest Water XIX. Pipeline Engineering Standards Storm Water Management Plan k x N er NOV 1 6 Z007 O M co co 0 - •E -( Q) C E O «s ALL C N EQ�- O- N 0 O (N 0 >- ° 0 C° Z rj ▪ c 0) C(n Lprn O ti U� ��0 p '4 W - � o 2 coo 8 LD 0mN-0H cu a a E O 0 Q. 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W it N -- 0.°1 OO v, kr) r -- c:; O O M O n 71- • 4-1 69 69 Determined by Surveyor$ OA c 0 O b a ro GL ti 17, U I V O 49 s9 Mylar Recording Fee N bbl) ro The following guidelines shall be used for the administration of the fee structure set forth above: 1. All applications shall be submitted with a signed Agreement for Payment form set forth below. 0 cop • b o 00 g •0 •� al ro g • w o o t4_,...0 0 cg ..co) vOi Y 0 vii N •� O • " ro 0 0 .� CL " N a 0 O • 0 try "0 oo O r. ro• .4 Oo E 0 .7 -io0 Y a, _ b a0.) o ° o • ,n ron, w 3 '. oo 2 0 0 0 o q 0 0 5 .0 oCn.5, o o o 0 •E o _" 0a N • .▪ . �A � � 0 • 's p y 0 yY• O a -y 0 ? o • a,•3� t O • lo 0 ° '> o o 0 0 O .2 w C 0 a O 0 b P. a o Q w ro m • ° > 0 a) ro 0 O O 0 .y N C O g k U g 0 igA, cn O -o O 0 ,..4..4.,• O Y a ro ro E • O ob 0. .-72, 0.00 co.N o k EF" a5,c W> U O '64 goa j 0 0 0 0 Noo 0 C ..• 1.... o 8„ .fl co a 0 c o ,., O.b O O 0 • E O .0 O a0. .. 0 F. 7.10 i+ . ro te O q 0 +O+ 0 I-1 O N a 0cd 0 0 ro O 0 0 0 0 0 CceO rd ^0 CCIg ro V d 0 o ov5 ' o .0. Q - N o•° «• o N No3 o.Y4 ++ •b acn O 0 Q 0a) N 0 w Wti O0y- ti ri '. A •N > > E O U N . O > >2 0 a ro .S r. N 0 n. -5 ¢ 0 'o ▪ a -.o . U a3 a LT -4 °0 oi w 0 a n.k i N M • 'A 6. If an application involves multiple reviews, the Applicant shall be charged the highest Base Fee listed above. a 0 p 1' • 0 ro 0 po ro .-4 0 cn▪ 0 457 Ind { v 0 0 M 0 W s . .% w O t` ing Director shall establish appropriate guidelines for the collection of Additional Billings as 9. This fee structure shall be revised annually as part of the County budget hearing process. GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT O Fz• o W 2 pr 3 AcC L: Firm • ag • m W Bill Barrett Corporation z a) 7 9 4 Y bLy"O •0 a.) O C O 4. O '6 o O w 0.1 � g el 0 W O P. Oo''bp N Py H °.b 0 .0...6 a) o, oO Oy> z d y O La v I. VaJ + iv C I bA • C Ri�Y C 8 `n •2 P -p U onN aro j .D O ,0N i H Z 0 y O H. -.H.) " O ' Fla O ti °•o w U rci c0 4o N o .iy Ns'' a • TAz ro�"b co V) O ! O too offP4 p. ai ao cd U ' �y p 3 . 4-. ro .N Y 0 a 0 U° o O 0ro. o ,> o Nwo 0 3 Na' o . y O co .+ •cr 2 U .E...>.;U ba°°F co a in. o ; ° A $ x °N' c a, U° ° U o a c) cu ▪ y o o = dt o roo w b> c c obF E ° " o o k>aro a i .... � s. . 0. `1)i ro w00 y OD yroU> co •- •-o v,vy° bJ'• b 'aia ° p°g '_b °H w z g'0 p' � z o u . U .0 V▪ ° a cFa° ta b d °oi 8 W p JC wU � mai 0 cHi g.N O 'F F o D Z" Z w y ° k C.) 0' a to' — tEio ▪ U b royU yE. •C aoa0aas -pc,4_'0� 0 0 a a o wY a o ,..c ° C bA U <7:1 d 0 d.a'.� F cid. .5 Tij 01 w C o co,� ,o0,S• tN sig?M O copO i_tcp • ao 0 co 19 cd - ...i w > g ' y o d'GOdw0 cd a , c 0 P' APPLICANT ro c 0 0 ✓ ° C 0 O U) 00 O 00) U r' cu oD ro P. Bill Barrett Corp. Project Overview N c+-. 'd G) "0 !-, 0 0 ,.. 0 73 bA ^ cd •- • cn 0d r -i � + r + Vi 0 tocci cid LYi U �+ '0 bpi • . �" TJ 'd a• a) , O-, •0 3 ..- ci.,.2 r/i 0 +, y,,, "G 0 0 0 0, g a cd 0 'T3 0 V h. VD cu • cd omVy -�PN N 0 fiI. v) 0" o �g " O UN 0 y .fl •� bA ?DA 'b 05sP. *� O 0 '0 U 'd bA Q, O' oo O 3 ,..7, o'N �N — ttSo p �'cd p ° 0 t _ cd )0 O ...O° A 0 v) •=-', : ' 7_, :4)(9 v'o.,+ +,-+ O ¢0 0 � �W 0 j a) OnO • Oi U U 0 Q. i/] ••�, cd U cd •.0 ••0 cd y ,s~ U ,.0 0 P 4 0 O 0 0 X4 0 cd t2, 3.g g 5 3 � ' iIs•il pri °0 o bi) 0 ' 0 0 �, O 3 +0- N r0ii U o > ° N qp 0 >• .1 4.' i o .4 o o g 'd +- 0 (� Q, p cd �, 1, cd p a. b .4 4~ Ov v, 4U, V «1 Et 0,� �°0�0 30 V'0.^ 0 O:dbA� 'c; 0° o ,5oo•� o o a)p•, Q, 6(O Ct. 0 a A O �. o 'd V '..0 'd ,R+4) ; O u. 0 , O O N .-4 0 t•; O p,� 0 tl, C) 4, ob 4 r 0 0v) OQ.,0 o,.. 0 ,a.o c 2 �' 0 0 0 •3 0 0.0 bAbbA .R . .. 5 00 b , 0 ¢, 4. 04 cd .0 o, �, t � .d -o .5•f)"0 � ; = E 0 0 bA 0 v. O U '' o o O o Q, O 0 R, cn p oU N • +�, 'd Q, V cd y bA 0 0 ,.p .0 'd " 0 en O+ -d�+ N N p SZ, 'd p — U 3 cd C) 0 r..0. •a s.. 0 •2 0 cd U O .$,2-,, y �\ �-4:3> N it'� L" O .0 g 0 vii T} O �' N v O 0 r, J _.,... A 0 .� k U O ^d 0 .0 cd ›, ''.'' s0-' ' O •t3 2 'd 0 to O U' fa, 00 K� - 7-1.;, 0 0, 0 0 o 0 bO ,¢, O .bA ani ' 0 '� a l 0 0 Q, y DS a0i 0 0 be 50 foot wide of which 30 feet will be maintained as a a) �• 3 • :• a4 C '0 GHQ CA 0 0 ›, •v O— 1.) • '4-4 ai 0 �-0 0 N a) ▪ v) 0 p • 0 s-, V, • U.� 2 cz. to"0 00 0) 0.1 .0 V :~ $., v a) aril ) ¢, a) a) cTs �4 ,E0 o 0 • " 0 -d :0 N ¢.''7-1 ai) N v' ▪ ,__, P, , a) �, 7-, •., 0 'P.,4 .0 0 O 0 • 0 O .7-i (1) ,43 0 r,, fl, c�i) ,s," ¢,d 0 0 bA s~ v�"0,4 cf)Qr v 6) ,A) . V '--i < a) -0 H y. • -, — - ca c N Y .., V) 4-, S, O A, a) v,0 y p, s0-+ p •_O, O O N cd 'd 0 Z s. aS C O � a) Z O 0., U 0(„„ O �� 14 Pip cn o _ O •• t, H Q, 0 v� 0 , g W ,.g co 0 .0 ,-� ;. °3 H H ACKNOWLEDGEMENT \ \ \\ 151. 0,4) .§ \ 2 / j o t /§b& e 0a\ . o 0 \$80 \.83_ :& Property Owner(s): N ) \ Printed Name ACKNOWLEDGEMENT 2 \ \C ( /\ ` ](q \` §� W b.0 55 2 co '5 >-• e8° a >4) 2[/ &0 02 )�)/ o 0 /�(\ ]\ƒ \j// 0 8 »a°2 �til,.., 5 i 2. 0 \j\ ff)( • ;\ t oem CU \ 0)§7 ict �%/\ \�) {»%d .E o 2 / /o \\\ 0�\\ &B2/ /a�^ gQb& ).§f\ 9[ \(E/f§ \ E®t tig )�E) ƒ / J \§\cv :/r / ' �K- v _/ F. J.) \ \ Printed Name BBC Representative: ACKNOWLEDGEMENT rd o COctt P. cn o cri )\)&t(\ §« cn 2 t o' j Property Owner(s): \ \ Printed Name BBC Representative: ACKNOWLEDGEMENT 0 \ C\ {\ \ ` ](\ @ `{• §ƒ (m $ C) \0-- « - g/,§:e \tot w± -o )§// {}\ \(\\j j/ 4.7i 715 = /2° gi ®®® _/!} 22§ \)g® ƒ\/ fƒ)( \]\ Qr 0 ƒe° t m \/� \\\ \\\ to §»2 ., a % e \ tt \\\ƒ\)3\tƒ§f\G Te\ \.fj.§%/ $ / ®®\K • / : 6) 6.\Q=.2§\/\p-00 O. O Printed Name ACKNOWLEDGEMENT 0 !/\ \\� \ \ (u/ Ov „, e .2. a) j\ / &\/ ' tad c7 • cd ng t 0 cd o c.5 cid d /\2 / \ ) • \/G ƒ35\ S \ /./ 7) 'at\§ \\/m _`0 Printed Name ACKNOWLEDGEMENT \ /\\ 2) »§� (®\ �(:5))i o/}ty )\ U\ n O c /\(\ tg,& G\/� / aa /a@( ®0 s~mƒ $©m «)/± \j/ ff$( •;{j §J §® ell e ao 0 23 °\§\\/\\o \ /\\/j \�oa\\ k o `0) §2 Q• ]b& amu}m)\f/.\\ .L,j / § § „ w cu \\\a)�\/Ja) "5 /R\ 1-- \a±co Property Owner(s): N Printed Name BBC Representative: ACKNOWLEDGEMENT 0 \ C\ ®\ /\ \ ]0@ /.Ex §(}d /e§ .e=g o:= ye/m to ®32\ °° ti' 3.) \\\ \\(\ )m% d\(\ (�® )E,@/ ® 0 -5 0 et 0Th \]// \. %- \2\ §.0jy u)§� 2:\ 2�bp <3 [ / -0 a c a 858 0 )\ /\2 \\/` ._- &ee\ ]7§ m)/# ©§// `'�]\ \\)2 k.§ƒ/ =K \\©_ \\y§ \�)) T\\§ §\2E= \\\\ //}\\ BBC Representative: d \ a J Eiarre h ©o rporatio September 26, 2007 Y O N V "t— on W U N G') a) Y C) 0 en vt (- 4-. a) O N (, OC. O 0 0 O rd j 'O u N "a n. 4 a= 3: o F ct a C r. m Vl CO vi ro a) U Ci Cd en tr) 03 cYY °tiyL o0 W W c a�ry p a cd a..0 0 Eta 00O N op �') cai a rno =;.c CA„ m o a. Y U oo ., G o oA O=i�o 0 O. bp GQcol el P \J L. N i �. L G a) 0-i�)'J' y a) ii T .3..3 3 = o� N a • .O . W W'oCO .? "iy eq aC)3'v O,..0 o mca m<O8s a3 l_ tiOn o ro3Y t v33 m o ro n io° T O T _ .. . bA 0A R C O,y M ( OJ % C �. a. O 'i C a N T yo .0° 3 E id s 3 00. ° a)-o'a w.a a) N G N N;to r) yj ... O o. O O 3a. << W N O .rOy �4, YO L 4...9 \ bAO 0 ..CJO o ^ •3 N • — U �O m e co co CO V) Q 120 NORTH RAILROAD O O N C) co co co O co — CV U o CV 0 m o CO LO U' O CO CO N N X O O 0 0 0 W m U r r Q rn m 5 O an if. a o u_ AR 0 \ C\ )\ 2\\ f0d §cn � 1/44 ()/& 0i EEEE \/ }/0° e ] \\ \@\\ 0\o\- o- ®�«\ \_\ )[ LT -1(. (\[ 0�® // ”Ag ci {o \\{\ 2 /\ /V\/c u\j\ to / re o - /� 0 §„) 2 ®> .5.\. ///` ]a •w#u® \5=Z -w- °°5 %)/\ •\')2 0/e& )±2u 3.e/\ \\«/ /a)g f\§)/ $g§ )\e;7 /@e \k\/ ƒ/$\( Property Owner(s): Printed Name BBC Representative: Printed Name 6 ?\ t\ /\/ ](: »§5 E) t/\ \ \\ @ u '- 02- )a2] e\q% \j/ 7_0, H )7•( \\}\ is cri ( °�0: \ -off e©§� c ©©° \Ct - \\\ T. f (\\ )/• §§ at / �\� \\/� \e) g %] \\2 �j,2 -J� /e�/ 4j -m% o 2/)2 C) C) ).(em u .§\ \\#) \99) ®�S)/ csi �Ri )0 $HI /e \\)\ Property Owner(s): N BBC Representative: ) \ / co-( O N cd T TSPS - Track & Confirm Search Results O UO U 0) w a CD Z Z d a y o. W ❑ ❑ O ❑ N Z CO Z W M j 0 Cl O (7 a) CI n o 0. 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Confirm Search Results 3 w z 0 O N n N o O 0 0 C) M N CO w I) (0 30 N J 0) TU ei 0 C' 0 0 O Track & Confirm by email Get current event information or updates for your item sent to you or others by email �.Qye1-W-a0Se92e1 --._. ydleoey wniey opsewo0 9E99 E2SE ¶000 OTTE E002. toga Aleruged ' L L8£ wl0d Sd SSA 0 (eed egr3) tkeNIea PeloPIseH 'b esipuegawyy )O1 id learafb Ilan Pelnsul 0 p8leys6d 0 IIeW •9. I < PEWW9° it 1 GO •e ON ❑ i`N\P y9'.Celue'SAAseA it //se LEl 13 04/ alp - : Pee'FoAllep el 'O �1 e1W9/ (eWVNPe3UPJJAq P2n1e0ey -e 0�1(-✓Y Alen1 e0 Io •O BBeeeIPPV walk X emyeuOis V AH3A1730 NO NO1103S SIH1 3137d1NO0 No FEAR Act EEO Data right© 1999-2007 USPS. All Rights Reserved. (1242/ GOIAJOs woylelsuely )egwnN 8p11N '3 //g ,a//C,_ 777'O'4 SWI :01 pesseIPPy e10I1N ' l *wined eoeds 1l 3uo4 e4y uo !ewe )o I I 4310 )peg e4y o3 p)eo s!43 4oe34V ■ 'noA o3 P120 e43 wnlel ueo em 4243 os esiene) 843 uo scallop? pue eweu 1noA lu!d ■ • •Pegsep sl Nenpe0 Pepp3sea 3! q well e$eldwoO os!y •S Pie 'a ' L sway eie!dwo0 • NO/1035 S/HI 3137dt/1100 :u30N3S w 0 Q O q fa LLP ci CC g s 3 d j .p .c.);O a) - 0 L L yLLf Ujo 9E99 E2SE 3 If SI 1; TI $o a T000 OTTE E 002. h O 0 http://trkcnfrm l . smi.usps. com/PTSlnternetWeb/InterLabellnquiry.do ACKNOWLEDGEMENT \\ »;j o to tot (1 / «• a \) 5 E •� [aE E8 o V / 'a\/ 00 .73 to/ 0 ctl 32 / \ 0 \\w \3G\ .e § u.n Ct t \\(2 _ 3 2 t \ f(@ (\»} (g f$\ op e((% \n 0 18 cc; far j\E� =e!® •R 8 L \\)% //a\ tt t 1.0 £/C12 t>0) \\\\ 71; \ \ \% ©i \§C( )• 3' (L5 • >\e ƒa2\( Property Owner(s): iNk \ EAST LATERAL PIPELINE ADJACENT LANDOWNERS a 0 C N N c� C m ri CD N ‘,0LY O O c O N00 co 7 Cil b QO\ O\0 C;4 ' 0 C1 o 0 N N G •- Cl c0-2 N N i-> . 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L w O O p u L aR6 • .°13 y di)5• L.+ t A o w U 8 Y 5 o C C Ca (gid x.•111)etl O C C x' L w "'O O L C3• L. R C -' C O L O, C C 0 O h• y .w L U 6 • L V GT 'C+ O Cs bA C 0:1R w U L .0 L 10 0 to � ,cisC u.. u 3 164 O C s. tz A C.:d U G L 0 L .0 �q E CI) Ca c 0 0 0.1 V P, Garfield Coun �•n a N'k 3 C. {U C ci +o+•'p„G „u�U !IQ.0 O L) a U 0. L Q, o .fl CG o 6 C y 01 w Cle CO • n U L GU• o r d �▪ d�v° z agot� �°Oo=ad L L pa O w C0.) Awl - �.a aL .0 O O O O bi Ctin 10 sO U 0 a0+ L A a d O. 7 Er O O • +' Ci Cs S ar q V "'" C6 0 e L etl r �, 17 W w b L C ' 0 • 0 p • M O r C z d S ▪ .- +'• L o 0 3 °' ate^ r:4 it O C 0 Q, L•3• U 7 4 U U O „ oetA'CI l'v0 "bd�b- C•C -+ •:i, ••••• 0:1 y 0 ° AC7a�1a3 9U�V co e Z a 0 2 0 8 8 _ a N C a c O S O S -O is a > m = c an `-' m cU •y N 0 • C cm �C3 0 0 • O 0 -0 C) Em :a0 03 o CO W c0 0 0 V W N co a7 C a(70 cm FP L m C o CO ti (Z cop co `o o 1 I a-+ C/3 V) y 14. O CO aci CO m CIS O `4 m ti vG C. c+a N z E 2 z sl .0 tit a) B m E o c 4.3 v07 1-I 0 0 °. o f, 00'00 N 00 4-1 ami o ro v a`oD a1 y E r. H 0 c to ai,; E e �cocii co oaA Z w ° o E a co oQ m W ,m IX 0a Q a Lu :0 co 8 LLI �S c co Sao CO CO O co A'z -g 'a 0_ rocCl J c0 0 �, m Y o Ti, a 0 .c ED. se co C m a l0 a. to I- CO (a a, a c CO O 0, c m 0 d. D. m R. U C a c m a c to 23 �U fit c C c rn c -off to o to o -0 c C C 8 c 0 CD 71 g o 0.0 C a a. co n C 0 0 a) 0. k hi- cy ci C7 E w co 8 bco E c 73 o - 1 Il 11 n Cb L h 0 0 0 a c N m amec°c"A 0 mm .o .IJ O A U O C (0 0 Ct0 CU Iq 0 m o•- m-9. E yE�EU) c4 o a r4 oE'�m QUA { q O. -a S O I 0 In -- mS e m 30Cm ovi in: C g '? 2 a C9 - iti 3 p c 0 CO 0) .O 0 22 m m o Feria°G s m C C R ca) c 11 v� g 0 m m �zoEo .0 C 07 0 •0 03C.0 > C O) 0 N 2co_>. to 0. g$o .P3 c ui a. 8 'en 2 d a 0 o 8a a wooa -0, �I r+sw m c Cb t fig ca w 15 w Q 0 m c a) C a m E ca z o a J 0 2 re O t' }zEpp Epp., o va N N co o 0a� Z G a Z aW a a oz u. O 0 a e 12 1 • IIJdIH'ii o l M (o�&3 ° o n�za 25 9 N Qr ° N O (jf 1 C E-_•_� o a i V j.4Q•0=Uo d•8 IL�s P1aN •A Nr11I'W' 1 A 4.,_--it0gy°oa W • O tie 1 O %41.111 pA^< or pl" 4Pki82fi.I!,,- r. „ in9 ale alirAEIBqz tet_ aU o u u 411"q -0;2 Ao. t�iU oam -� � ,,,,0 >z "'baa �'�Y. ti . .9F55' - 4,0 at Tahuuqh iFn 1 4"erd;:aira r grail ,e, WQc 3z .o a1 U Ogiii2nitiiHN .CUtT�ittt as ur 4 W I • s TgAn tdAlt 0 T>Lip S� o $ ° d Dilgp Ivstag ' o lig nvavi 0.0.0 m fl o gas Atilgt b? p A d 2 pH on �+ w p. X '"HI' f l V y v fit OO os,t0.8a OUIJA ; U d � u �� U d U + U 4' $l CERTIFICATE 2179-224-01-028 z Job Address: SE 1/4 SE 1/4, Section 22, Township 6 South, Range 92 West 1 Lot No: Block No: Subd. / Exemption: 028 01 Sierra Vista a Lie. No. 38572 Woar wk: The"newbe paill be utilized as a compressor site for Bill Barrett Corporation. The pad will include but not limited to Compressors, Tanks, Dehy Skids, Slug Bottles, Pipeline valve sets, Office Buildings, and Compressor buildings. BBC is in the process of acquiring all additional permits required for this project. Fee: Dated Permit Issued: Conditions to Permit: Rh: 303-293-9100 d 0. Ph: 970-625-1330 w H 110d9d9r19th street, Suite 2300 Denver . CO 80202 Address: Address: 136 East 3rd Street Rifle, CO 81650 Cu.Yd. of Grading See Drawing for Det THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER W ORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LA W GOVERNING THIS TYPE OF WORE WILL BE COMPLETED WITHINWHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OFA PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PEERRFFORMANCE OF CONSTRUCTION. SIGNA " OF OWNER BUILDING AND PLANNING APPROVAL/DATE Owner: Bill Barrett Corporation Contractor: To Be Determined Engineer: Bookcliff Survey Services, Inc. Sq. Ft. Grading 324,921.06 Sq. Ft. N en Q V) `O tairn Men 5.Z0 6Md .001 a`.a1.1 00Mz SU w MA Og alZOOj0O£a�0W, 4gAZ Zr.raomm ozz^' o a ZJ a oy oa< doz a ,�mZw m ^ i`r*d ex[ W0ijli zwo WWo F 0 uz hoz Ht £wZ< yo< .gNW p 0:a,,�u 21 Zoo a0. h FU�F a�O wiQ< W IP yF2 0004/7:1 m tfp OpF fripWa el Cal N Oa3Fa F'l7O {W.O_'Fz w^6c.z mPc% zs a0 z m M48 3 8 zo bP p W PREP z WW a"Hc°z zwW soz0 a OW�wy O Wwya z 04U PM uwE Oa a a2 Uz Usk zuZ �a WO...t'„ 0.w r� O�O"'C % jzz S -C 1Z 0.00 ZF 00 z4z U a woo y4ag N �'���`'''1+1+ [SactzFem�g+.WM . geog azm z t OOP U wG0 Wzp F4FomzQ r o�" aa4o n"az:32 wa o$oa o o ) cnca� mo z❑ z bqo-a- hwM Ft�gtPa aqWP Z�< ?Wtax o1 Ili S A (! Permit application and submittal requirements: (» \) \ g/.§ 4@ \\ / '( Ea � ± \ §ud \ \H ® 22 ) . )k 0 k j . \\ g = / Th » �®2 (\ \ ƒg2 �k O00 N } ]\\ /\ON ) 00 • w® \ ® 55 e¥ ° 2 e (\\( \ #e \ •)A]') �� K/ �° g// // \ t y }\ \/S \g( \ \\� ct \ \44 __ ] B{3 \ƒ\� �/ ) )au J// / /±%) ; .\q ° ea) _ 'wG3 ± /2 ) awre; STATE OF COLORADO hi p y X O O;A'Qq o 3 o o 0 0 O N 0 m N N ) C o C o co 0 O Q C o_ O Z > p o N V O O y ro0 L o;UN rn Y m°� ° 0 0 > m 0 O > co O- O0 CI 5 U 0 c0 F,.; N ON > C o 0 0 .O. co co (O O O 0 o� c Ooo^U 443 �O 0 y ��Nmm C o wo a C O d V m C L 0 C p N W E a Uo(Domd ao O CD o V (nO -. 0 `vUC m • >- U vm m L - Ev co N a Na) > @ 0 mocO o .Z j u5 co 61 -o O VJa-F-J L ' arO Re: 07GA0569 Dear Applicant: 28 C -8 JO p O T .mC C >. 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U a) U a E 0a) C in < 0 0 Bill Barrett Corporation .5 ��p+ r pCdp Y SWba' g vU gP' 7% (II utg >o 4 "5 Ur .8o $��.y Z U C93 C° 0.� ro o `�yy 0 0 ei aS '? ou a 8 (>, a;n 2 [211 pPo yo . 0 NN N-1o ca te a��acd 44 :tzi g p w .- gg o s o▪ a T og0 ia 4 o 1 v a? A if In 0 tiff , 8 cn 4 0 04 .O 14 it U .2 V ri 'C 1 Y W -0 2 0 °' • O Pq r'.R a. b fl .0- . • H O p L] O yCo o to 11111!: U • chCir j eta-5 O N aj 2 +1 N 'S p O is x PI }�❑a N E ^j y •ti �'Hi • N Ql 0 U¢v LAY 1 '0:10E v gA•Ba go w 18TH STREET p 0 C) r 0 m m C) N N N � J m W W O O m F Z m n> O 0 W - fn o a LL Submitted To 4 pco EO •Pi O >U •PH wg • HC c (13 PH N 5 0 = o a C o0 U C N r i o_ o O oC) •r+ o O o - U /�0 wl• N June 20, 2007 eti . -i .. N ti N N N N N M M M C1 .. 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E '+ O 3 1 V) 0o v ..' v v o 0 U w o v Ei 0 G v (� O 0 0J ci a'' .� U -0 O a p, o 'U COG v aa) aa)i s. a, u '2 to o) 1 ^!�' CZ 04 0 a ° a d o G� .x'9 G LaSE i -al w v Wya n o Iii -0 o o 1-1 3 (ca co o o co b C G w G a) S Ov (n N � .� r 0 N l,v F. „9 i., m G.�.o .y CC o3 { w° u o m0 ao 'it ai a) A o Oa, O z0 Og aC o u N 0 WE v.m o Ts.O GQ. cn 0 W 3 m tig � po wov0 5 ,� ^NND N ` N =ah› O .NrrU ti w G 0 73 014 .41 c8 O WQ 1 co CS .10 w� • aro va, 0'3 co 0 E> o H (a "(7') w eo 3 3� � a ° m: .G < ri v�� c v G o d on w 1044 Y >> v no G O p 0-i W %I' w .G a1 U <' ,(,� I-0 y O a (] V 0 ,5 'O a) co aw 4 < O 0 < .p < E o ff 3 o o 0 '� a a, 0 v o f G < < < 0 W •5, ill b Q o4.5a G o u .� o. .,, m ' • • • v N 'o •• •• •• •• v v b fV ,•+. N. 4ia N v b '0 N in < > k or U uS HG Hv coo"0 fe 5.3 Receptor Network N — Ct O re • 03 an C-' w 40 a 0 Gi ors pp 3 u(� V, y 0 J R r in wo ,c R Gw i aCtu o w .1. 0OHa), v uG •O NG Hwu v O a g g u Oo cn su. 'r o o W ca w .5 0 o 0 77,s 30 M . rd to u o v Co v.ro w H o °o 0 F. a , o a, U o i-, •E v> —1 Q., 0'0 o E 8 _G4.E v v . G O woG . ^0 a) U N a 0 0 m o o wo o ' w ,5 G .`� tr.m 6p v x .X R3 ""' GO N V V x N 0 0 4)1 0 N Y OGA v ,na,G .4G 4-G v u.l o _ L Q. ehi n +i°+ E .Go O on a o o ro CU t a•6s O •�co 6 N U aa) a v in a a a CIA > CC v.3 6 co E o" s o `" o 0 o o a co y 0 u O 4N a) ,7 M v V • • • •ai N orl c0 a0i LOH .0 H LC) H t F 5.4 Meteorology C �' ro . O O O 0 0 ti 0 a) o o - ti ti O 0 o .� e ▪ • c, .6 N p.,,< p N W 0 ) - C -r77 'C w y cd ca 0 '00 —y •q MI R W W al .� U F' E Oct a- +�.' 0 0' `SW7 E as b o ci 03 E U u• s. Li 05 b.° theOP. N O Q 5 0 �d 0 i N= m vi N W a5 na O N(n C o U `1.) co b t id w .1, O cyd IS COI >-. V w • p 1-, to 0 ro 0 �' , a �i. Cu IVO. V O p cd O o PSa) ,-, 1-8 .... 1_4 2 o a aai o o 3 i roma x y Oc • N N `n OHgala, Q. rL 7o R.0 0 003Q = O rn O ON o c A '. N N O MI 'id 0 _ G rob x o o C U W 7 C m a� ti aCl/ `r1"-, 0 Ci ) O .I P..O 6 ,45,b cV q ,,-, O .RI 0 09 'a >. O "rt ro 1A W CV U 2.! ww a. 117 1U 5.5 Emission Source Characterization K 0 0 q 0 a) 0 Q aJ O .y El 40 l, a O w444 �G t),5 o0 a '� rocd G cU y • II. V. N �% V 5 0. a O o U Z 05 G 3 a) p. 0 b O N U o CZ • t C a,a) 0 a- O V a 0 rn k" FV v O a y 0 el VO ami U C>,.1 a) .X. c p O b N cn o 0 rn V a tr 0 p. O ,O .d 0 ac.- 0 a2i r: �-• q ca ro ,o c o r � • oa,C ' w .0 a - ro ro o o °' o ca N7 O O 0 • ro en UV 4 U 0 a o • F. 0 U an 3 w Q.20 Modeling Results Co TABLE 5-2 I AERMOD Dispersion Modeling Results CAAQS (µg/m') o o 40,000 0 0 o ri Maximum Estimated Ambient Concentration (µg/m') From All Sources rn N niM r. ,,,n From Bailey Sources 0. crj 00' '. m t". N Averaging Period Annual..._._ 00la 0 Z Pollutant X zz 0 FIGURE 24: BAILEY CS PLOT PLAN —......aretz1 '(add Aqe13 aaelj .Alllloe; eql;o lelu! ag; o; Noeq sase6 ssaadwoo IUM n 4A eql (eup pegsep aes) pasn eq Him a eI;'uoseaa Aue ao; uMop sl nw\ [>b� o; pe;noa sl sNue; ebeaols woa; se6 flo pue sseooad uogwpAgap eq; woa; se6-440 pen ins aql E -Z aan6id aas) slue; eq; 01 pe;noa eq pIM se6-go Ian; ie iogeJ eq; 01 pa;na eq l,ueo se6-14o Num gseg aq; legl qons aae suonlpuoa ll aull se6 Ian; aallogaa am 01 pa;noi sl 9e6-410 Nuel gseg aqi eu! edict se6 sales eql of palm sl se6 paleapAgep eql 'eps-yo mom 6uleq 01 aolad pawls eq 01 s1uel o; pedid ale aaleM pue 110 aql Ienowaa aa;CM ao; uolleapAgap g6naq; padid sl weaals se6 eql as;eM pue 'Ho 'se6 :seseqd eeiq; eq; ow! weeiis aql smds uoneaedes;alul •aoleaedes lalul ue o; pedld sl;eg;;onpoad aseqd eaaq; e aonpoad sl1GM se6-J4o slues se6 \ uolleJedag;alul SIIaM sot!! uolssaadwoo add A11113Vd 3ISVS :Z -Z 321f10Id se6 UOUBTS Jossaidwoo /cam 6thinoei se s go Nue! tiseu uonemato3 pain° I 8 Jew% aield/111A (DI siodeA po.quop see land Jolson -ad sod oL Jolein6aa ainssaid see land mold 601 oe iceein6a8 emssaid see land upeN thid DNIIII1011NNIVI HSV1J AHall 6isd op Jo1ein6a ainssaid )pe g see Lisaid s>fuei ENG01, 3665 hp Caterpillar G3612TALE v v - o .o Di a) • K CC• rE 3 CO g 0. o O N O O O ✓ r 2 2 O O ENG02, 3665 hp Caterpillar G3612TALE ENG03, 1680 hp Waukesha 7044631 DHY03, 0.50 MMBtu/hr Reboiler , 1680 hp Waukesha 7044631 DHY04, 0.50 MMBtu/hr Reboiler FLARE, Facility Flare GEN01, 1340 hp Caterpillar 3516TALE W W W J J N N N OO O m co co co (. 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M O N co 0 O vi of N• M R to O) r n 0 o 0 o LO (0 (0 O N m N o 1- N (D V co- '- (0 M N N c m a C 0 0 C 0 ca 0T O cN di o C O D E -) O m =Erov-- o Gli m y • O H C o J d 03 L . t W v U> o 2 a o m ' mo U C7 5 d - o o v o a_ a. w • O y it 6 2 • W LL Q LL M 2 2 LL Bailey Compressor Station - Permit Application O O N 0 N T it N W of CO (0 O Ci M ,_ 0 O.t .- N .- ID V o CO N G N 0 Ci 0 0 6 N 0 0 O 0 O 0 N N rim o ((00 CO o (0 CO 0 (0 CO 0 CO M 0 ((00 CO 0 ((0 CO 0 CO0 0 0 ((00 CO 0 ((00 CO 0 (00 CO 0 (0 CO 8760 8760 Emissions (Ib/hr) CO (0 N O 0N co O M O v-0000 O 0 O 17.0 o 0 0 0.01 0.00 0.00 Emission Factor L12 rn rn 0 m a I o 0 m .9 tz 1 mann 0 'CO 0 m 222222 0 tri 0 mffimm a 0 0 0 a n :15 C C 0.70 N (V yy W 000) p0 YJ 03.0...m. rn 0 0 0 O) y • 0 co0000000 W (D M M no N W V sY W n 0 6 W W op o) V( O (O CO '0 N .- 7 C. C c.v QEF Source Manufacture Manufacture AP -42, Table 3.2-2 1Manufacture AP -42, Table 3.2-2 Manufacture AP -42, Table 3.2-2 AP -42, Table 3.2-21 AP -42, Table 3.2-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 Pollutant `NO, O O IVOC a c 14 4 Benzene � 'Ethylbenzene C C Ez. - a x 'Total HAPs l Mnt . acer irnmdd. t; - Bailey Compressor Station - Permit Application O O N 0 N 0 e, Its 0 0Z O ))S§) , D. r a . \�§Gd 7 c ° -Ja Manufacturer Emission Factors (controlled) .:00 ,//!} Note: PM10 emission factor includes condensible and filterable tz— E54 E (}// -C -o \ co /-0ag 02 \\\\\\\\\ Bailey Compressor Station - Permit Application cn )\o 24.33 24.33 COOr OCOCO 0.05 ONO 1- 03 ti. 0 8760 CO 0, 8760 CO CO 8760 8760 8760 8760 00 8760 CO (Emissions (Ib/hr) 0.04 0.02 0.02 Emission Factor \\2k ",± ! Ib/MMBtu `§,,,i \2!!l222 m!£!!!! EF Source Manufacture Manufacture AP -42, Table 3.2-3 Manufacture AP -42, Table 3.2-3 Manufacture AP -42, Table 3.2-3 AP -42, Table 3.2-3 AP -42, Table 3.2-3 AP -42, Table 3.2-3 AP -42, Table 3.2-3 AP -42, Table 3.2-3 AP -42, Table 3.2-3 'Pollutant B }\ Acetaldehyde C_}J! !Benzene CDC N _ Xylene Total HAPS Bailey Compressor Station - Permit Application cn )\o O N O 0 () O A LL 0 N N 8 W d U w a c fb 2 L202 LL a h 6 2 a 2 a L L L L Ernw�mam 0 0 oa - W0W0 mr:O 2 O g O N m 0 O0 00 2 d V O O1 N O O ▪ N N Ol i0 O • V O O N or—F.0) N v vc 3 a, -7.I., J 1 i i u 2 2 L 2 a L OU • O He z 53 c�.` E—a c o N▪ O s C J mmO 0.22.6 2 W 1 8> e 2 ao m m0 2 d U �K 'c 7 3 5 2 W mU W0 c 2 U v W f9 dW O Z xo LLQ LL m 2 2 LL Bailey Compressor Station - Permit Application N 0 0 N 0 N Co g r v N 0 O r r r 0 a r' 0 r 0 0 0 0 0 0 0 0 0 o 0 O 0 Op. Hrs 8760 8760 8760 8760 8760 00 00 N W 8760 8760 8760 8760 8760 r M Emissions (Ib/hr) M (O N. O W 0.04 0)00000 V W O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Emission Factor 0 0 lb/MMBtu I 0 0 o o m L L 2 L 2 L m 2 2 2 2 2 2 a,mpmama aaaaa a OO o O 0 0 0 0 0 0 0 Liar W O W O W W W W W W W 1 6268)6$1853g N O) N N V M V N QEF Source Manufacture Manufacture AP -42, Table 3.2-2 Manufacture AP -42, Table 3.2-2 Manufacture AP -42, Table 3.2-2 P-42, Table 3.2-2 1AP-42, Table 3.2-2. �AP-42, Table 3.2-2 AP -42, Table 32-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 ITotal HAPS Nntes' Assumes nvidnflnn ntoluct romnvod sn< 'Pollutant OOA zOS Acetaldehyde c 'Benzene lEthylbenzene w 0y c m m c ZOO Z O a M 6 F°- a X Bailey Compressor Station - Permit Application N 0 0 N 0 N Co a) No r N N• O) O y O o N o r M co C,) M r (O U N C CC 8 T j U y > C 2 J CL L G co 7 O m a o t E m a t a+ o .N O N C J m L dg O ryO O a N " 0N C 3 anToiciS ow O % T) Z W LL QLL00ISLL N Z z O O (73c p woo LU a (r)0 N C o N 7 t0 O N O FEv w O N Q O CE J m Q _ o o, m. w J CID N m O U c O U C I- 0 U A LL C 0 N E W L -. U C C 2 � o Co L L L O. .c L m o o m a O V Co O O 0) N N W m W't 4 O N W O W O N O 0 0 0 0 2 U Z00> d a U O U Bailey Compressor Station - Permit Application 0 N N co N CI- C a N 9 a co r O "y N 0) W 0 a a 2 g CO O riv- m 0 ,_.VOMOo O O CI N r N r O O o CO a G (0 C o o o T IV Op. Mrs 8760 8760 8760 8760 n cow co 8760 co co ea co co m co wm 8760 8760 Emissions (lb/hr) 7.55 2.70 N M O N o o M COV 6 M 6 c d o> 0 d 0 o 01,00 0 d 0 0 0 0 0 0 Emission Factor && D7 Or Ib/MMBtu g/hp-hr 2 a a Orn Ib/MMBtu = ic 2 a Ib/tvlMBtu_ 3 co 2 a c to" 2 s lb/MMBtu lb/MMBtu u I ( C 0.70 2.50 O m °i 20 O N CO m Si Oi 0.40 CO (0 Ch cd CO v N pp O o V V O� n t C'l W O 4 O O O W O of N. C. 7 C c C QEF Source Manufacture I Manufacture AP -42, Table 3.2-2 Manufacture AP -42, Table 3.2-2 Manufacture AP -42, Table 3.2-2-1 AP -42, Table 3.2-2 IAP -42, Table 3.2-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 AP -42, Table 3.2-2 !Pollutant ZUN> U Up O S a2 !Acetaldehyde d o Q Benzene lEthylbenzene C N 3S `) F°-aX !Total HAPs tdntac- Accirma nvitintinr a U O U Bailey Compressor Station - Permit Application 0 N N co N CI- C a N 9 a co r O "y N 0) W 0 a a 2 BURNER EMISSIONS BILL BARRETT CORPORATION Bailey Compressor Station Garfield County, CO Emission Factors N0. CO'. VOC. PM10 SOx I01mmscl 84 Ib/mmscl 8-5 INmmscf 7.6 INmmscl 0.6 Ib/mmscf Emission Factors provided by AP -42 1.4-1 8 1.4-2 (7 1996) Fuel Heating Value 105, MM6TU/MMSCF Unit Type Fuel Rate Op Firs 140x NOx CO CO VOC VOC PM10 PM10 Sox SOx HAPS 66E-08 MMBTU/nr hrs Ila/hr Ipy INhr Ipy lb/hr toy INN Ipy INhr d Ipy Ipy (1) Oehy'Rebouer 1000 8760 009 041 0.08 0.35 0.01 0.02 0.01 0.03 0.00 0.00 0.01 (3) OensReboilers 0500 8760 0.14 0.62 0.12 0.52 0.01 0.03 0.01 0.05 0.00 0.00 0.01 (6) Tank Heaters 0.500 8760 0.28 1.24 0.24 1.04 0.02 0.07 0.02 0.09 0.00 0.01 0.02 Operating Hours Fuel Rate (MMBTU/hr) 87/10 10 8760 0.s Pollutant Emission Factor (Ib/MMSCF) Emissions (Ipy) Emissions (Ipy) 2 -Methylnaphthalene 2.4E-05 9.9E-08 50E-08 3-Melhylchtoranthrene 1.8E-06 7.4E-09 3.7E-09 7.12Dimelhylbenz(a)an 16E-05 66E-08 3.3E-08 Acenaphthene 1.8E-06 7.4E-09 3.7E-09 Acenaphthylene 1.6E-06 7.4E-09 37E-09 Anthracene 2.4E-06 9.9E-09 5.0E-09 Bea:to bracene 1 8E-06 7.4E-09 3.7E-09 Benzene 2.1E-03 876-06 4.3E-08 Ren>nla 1pwene I 2E-06 50E-09 2 5E-09 Benzu(Uyluoranmene 1.8E-06 7 4E-09 3.7E-09 Benzol&h.Operylene 1.2E-05 50E-09 25E-09 Benzo(k)Iluoranlhene 186-06 7 4E-09 3.7E-09 Chrysene 1.8E-06 7.4E-09 3.7E-09 Dibenzo(a.h)anthracene 1.2E-06 50E-09 2.5E-09 Dichlorobenzene 1.2E-03 5.0E-06 2.5E-06 Fluoranlhene 3.0E-06 1.2E-08 6.2E-09 Fluorene 28E-06 1.2E-08 6.8E-09 Formaldehyde 7.5E-02 3.1E-04 1.6E-04 Hexane 18E+00 7.4E-03 3.7E-03 Indeno(1.2.3-c.n)pyrene 1 8E-06 74E-09 3.7E-09 Napnmalene 6.1E-04 2 5E-06 1.3E-00 Phenanalhrene 1.7E-05 7.0E-05 3.5E-08 Pyrene 5.0E-06 2.1E-08 1.0E-08 TOWene 3.4E-03 14E-05 7.0E-06 Total 0.01 0.00 Enussion Factors provided by AP -42 1.4-3 (7/2000 6/20/2007 Bailey Compressor Station - Permit Application uogeagddy llwJad - uogelg JossaJdwo3lapse LOOZ/OZ/9 - - euo0- ' SE'9; - - 00'01. 00'03 00'31. 00'03 leo!UaA O0b ,alesuepuo0 90-1.0-NNl (u) snipe On 146101-1 adAj /PeleeH Huel sl (.1A/1e6) lndt6nwyl laN slanownl (u)1461eH p!nbl l '6ny (u) l46ieq p!nb!1 (u) lalawe!O (u) 1146!9H Ilan adAj (Iqq) AUoede3 ualdposea cm eainog sogsIe awego loon suolsuewl0 Nuel 'Aoua!au}a uoporulsep %96 e set go!4m'dnHoeq ale0 pue NMA 41Vn pandeo we suo!sslwe all .OZA NNV1 d23 Ouisn palelnoleo suoissiw3 L9'0 , : - ' SE'9; lelol L9'0 O41.'1 E 1.'0 9£'91. 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ZL3'00L69 306'0 Z9'Z 94411 9H90 auezuaq euexagopAaiALnew seuelday sauexau iaylo auexagoiaAo 169'L9349 Z6l 686'0 L6L81 693'66129 96'1 LZ9'0 L6L91. 41.HLO 934£9Z9 93'3 6LP'0 09261 91.29319 937 60170 09361 91HLO VH -190 9'609917 217 81.E'0 00361 $7917917 Cl? 63'0 00361 99400696 32'1 851.0 9P991 93'96596 £Z'1. 9179'0 917891 31H90 91717 6Z96 £'1 932'0 16561. 42.6'19563 LE'L 1703'0 16661 171H90 auexaq-u L099'29617 SLL'O LS80'0 10061 179Z 9Z917 9LL'O 910'0 10061 OLHSD aueluadopAu 914'912617 93'2 1793'0 661761 6424684 1.22 P3'0 6646E ZLHSO auelued-u 93941699 497 982'0 19176E 1.1.E'91999 992 11.3'0 191761 31.1-190 aueluados! 935'130331 99'9 939'0 99961. 36'090221 9'9 909'0 99961. OFH40 auelnq-u 174£DL61.01 LLD 934'0 171961. 4917'011301 61'4 9117'0 171961 01140 eueingos! 999'09099Z 9'61 699'0 63661. 909'188993 941 948'0 63661. BHEO auedoid 914170Z9Z4 Z'0Z 9/.9'0 911702 9E'616L24 5'03 99'0 9140Z 9HZO eueyle 617'90539L1 L'08 961'0 30913 8L4'L36391.1 3.19 6910 30912 4HO aueylaw 0 814'0 11600'0 0 0 25'0 8060040 0 ZN 1i06011N 0 1'14 80'1 0 0 114 LO'1 0 ZOO ammo uogJe3 0 996'0 56'1 0 0 1174'0 19'1 0 OZH JeleM G41u191 lueluop yeeH [NMI- ' 612113801 Noel .45814 , • 1341g11 , ." Bulpeo-l` Jasuepuop i[g1/11193 `.''';'111-019i,--Gw911 'uo11snquw3` 104BaH • ;iueiu00.1P-e116ulpeo1 ''; ` Aual gseld, ,, kayg13 .601p80, iasuapu00 -: [gllnlel uollsngwop JO 190H elnwiog ivauodwop Pun A4e0 cupsv II SZ pun Aga° alosnW SP 00 `A1uno0 pialie0 uolle3S iosseadwo0 Xai!eg N0I1V210d2100 1132121V8 1118 1NaW3"Idd[1S SNOISSINI3 321V1d FUEL SYSTEM: M Qw N oa W 000 m�3r, 0..rO> 0 . 01 01Ea co CO r0 M ?rg10)N nN1-WCDO NN aMa ppN�n0 ro (p (O �-WNOV 1-0 MO Net c y' U L(Zrn�^i E� Sxf0 Z� mc` .N... M a.N..." , N a tri0. d NTote a 2o� Z_ 0r/)� Du.2F-4.5 !JPb lOi?�=� o - N N N OO N M M O° pp 0 OfV tC ��-ON OO NCD0NO)0 O N oroov rNWtONQON ONN.004•- 0 NCO 00f- O (V 1[j"OOO�r' ttttllte CD (O (0(O(O 0009 NDN W (00) - cu of - c."/ NOr (Or VV N CO EEEE mmmm M MvN 00 win ce iyouitu � a3a 0000 =Celt WWWW xxxx Nitg( C mm H 0 0 0 CO W J 3g na 00 ww CYCC Q4( x 1IWWWWt 2 a 0 o gp� d C m.1 Ny am Sad H ! 10 521 $-E]E..a Ilif fo N ? c3 Btki jai a Jas; pWaI Wgs° wig E 211 N '- p .�I EeOE m wggi ym E E 8 toS a 44ry4 b b toa o$ nC, s� r sit Bg 0 coo -80 L ` 05 > n c E Bg PAGE 1 OF 4 AMU MOM 0 Q U ZC I O U LL O. F- U U `O +-' W u3 `O y m E W = 0 I-- CO 12.' W A IZ m cn N M CD GAS COMPRESSION APPLICATION Engine Power vs. Inlet Air Temperature 0 0 0 0 03 CO ea CO 0 co 0 CO 0 0 v 0 0 0 0 CON M CO O 0 0 O 0 0 • 0 0) Cl CO N dyq JaMod aui6u3 0 a N N N 8 P N "'o Ev 2° J 6 v 0 N ll a o ma m �' 3 38 p °' O 7 .° J 702 a 0 «N N C N v N O L 8- -UN Jp ¢_ foq ■ O N 0 o m co n n 0 a Air Temperature, °F Engine Power vs. Engine Speed N 0 O 0 0 m 0 m n co o co n ^ Engine Speed (rpm) Engine Torque vs. Engine Speed O 0 0 m C) LO0 00 0 m LC0 ^ 0 0 0 0 0 0 0 0 0 0 0 0 0^ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 00 0 0 0 0 0 0 0 0 0 0 0 o 0 0 a0 M O N O N O N N O CO l0 a N O N 00 V N CO N dyq 'aavod aui&u3 gFll 'anwol eui6u3 Engine Speed (rpm) Note: At site conditions of 4900 ft and 100°F inlet air temp., constant torque can be maintained down to 800 rpm PAGE 2 OF 4 Q 0 U N y +I h m E 0 F' CO U N N T o W @ Z m a E Z a W l to ca3 0 N 2. Fuel consumption tolerance is ± 2.5% of full load data. 3. Inlet manifold pressure is a nominal value with a tolerance of ± 5 %. 4. Exhaust stack temperature is a nominal value with a tolerance of (+)63°F, (-)54°F. = m O 0 0 v N C 0 @ N 3 O NN L J 11 p U N N N@ jNON N(D DVN @ N G @ t N 5.W v« W.0 N O 8 Q N 0 V Y N N `o R D 3 E m c Lo N lyri V co N rO X N d 0> 0 W H N N '2 VJ o IM 0 `OEv+v`g a o t v N Id) L N v @'O p c" N {yl E° t c 5"v T V @ t h O N N 0 L O .,z, O n0 s. O E f r,5 5'''- yooE@-d> 0s3cNNn �oa . V ` 0 U C@ NC L ti@ J vNNN�@ c @E C wE> c bo Y OsoC C -5 La c 00vv='-vL N a) Vc J2• H N v E E a N 3 L_ j r 5 c So N N 0 N N m@ 76_.-LNa SWC 'y o '0 3 ca N C, Y C Y c N E cHCL'Oa OO\0N _N ow v° o0 N 11 O C' V W._° L u DC _' 3 ica @ W SC N N _N0N 0 v N C E ' Z E D L co o 0 Cu D - v Nm OU 0 NN'C0N N=C N U_3NN@o C H N N L C 0 0 0 °>..E2 .-F. To C L v O L @ '� @ N 9 O m 3 3 o m @ w C v O C r>""' > O N D C O O 9 N G co O✓ 0 U, O 'C C co C vi vcv0o 0vi.- aN .N cE 222.0n„ N° C w 3 a w o N W D c N v L N o o@ Lei .-2 U 3t.. U 6 U = 7. Exhaust Oxygen level is the result of adjusting the engine to operate at the specified NOx level. Tolerance is ± 0.5. 0 0 N N +I C D O 0 C E N 01 0 d z N O �y Lc) 6 OI +I E a =' u y •- X Ip V 7.5 y 5 V C L N 3 10 c o U O @ CO - D j D 0 NO o NC O .V. @ a +1 N N V .c s @ r2 15 N O Q D 3 u w >, 0 C E co O o N N O o 'w 0 N 0 @ L .0 =o N 0v r' L. U @ c'- ND c @ N V @ O H 0 @ N N a c o 0 2 N C 0. C N $ o 2. `m /� o U O v +1 N +I E N > c V. O N L N 0 'j 0 L N o O m U 8 w _ o @ O N 3 2 n Q oo? WQ 10. Heat exchanger sizing criteria are maximum heat rejection for the site, with applied tolerances. PAGE 3 OF 4 0 0 LriN 0 no T N mcn N O C 2O N N W N D > LL E°CNI o d o a' v . C a n gQ CLWo W co 0-D CO M � 4 N O 76 N w Qc m N co a m0 w co CC aoC GAS COMPRESSION APPLICATION E O Z 0) 0 v a Q C v N C 0 U N 0 N IO N- ro ° rn 0 0 W 0) �`O1 N �� r O m �0(ON (Sc O r r O r Q W cu N 0 y co 2 L m = - = m m a O Z m m N O` N = 3 3 1 > j m `i N.L. 6a X a0 Wm c oo to05 o Yo ) 00 N N mC 2 22 f6 m c=a) 3 6)0 iD 0To 0 _I23 RPC (%) (To 905 Btu/scf Fuel): 0 r l O I- r C) I. CO 0 C O 1- 0 0 0 0 0 0 0 0 0 0 O N T Or r U) 0) v) 0 0) °J 0 0 0 0 0 0 0 0 0 0 O C O C O r I I N r 1- 0 r I 0 0 0 0 0 0 0 0 0 0 0 COO CO CO O O O O O O O r 0 0 0 0 0 0 0 0 0 O 0 CO V f— r 7 C) N- CO 0 N I"- 0 0 0 0 0 0 0 0 0 0 001-(Drr0CD0OC0000000000000 O co co r r N. N y 0 r b 0 0 0 0 0 0. 0. 0 0 0 0 MO CO C+) 0000000 r 0000000000 O O N N N =111 I CO COUUU 0 a(O Or°N Tr co oV22 22 (NI Cn0 2222 N i N M 6 `O 6 `O to N. 01 O N O N N W 0D C) N (0) 1000 N C N C O O 2 0 1 U 2 O 2 C U O 0 U 0) 0) 0) 0) 0) C) 0) 0 o N -O v CV ow 57 o E Ic3 a> X C N Si I) C C C o C CO - C o C N OC O) C 0) C C CU O C N J O L @ a,p -20 C. a X O. O d 'OO d ,Q >0)) 8 (6 C >. db TU L O O O O O N N z co >. C9 >. >C o y U O w 2 O >�waz Sz22zoIU202zozWai- z 4 0 LL 0 Q a 0 0 0 a V W W E co F a 0 0 only when they are de RPC always applies to naturally aspirated (NA) engines, and turbocharged (TA or LE) engin Fuel properties for Btu/scf calculations are at 60F and 14.696 psia. Caterpillar shall have no liability in law or equity, for damages, consequently or otherwise, arising from use of program and related material or any pan thereof. v w m Ar O m w Coo . aPe. 1p 43m >a5 y N N aog -U $u m Oa� cP 73 s d'. caw o _ c (0 0 nim m ° a 2~c c E w co mh=cu L a) Io u w1 r 0) C . N .Fr O VNU v d o 8'1, a s(pp 2 (I C a&C "' c'O w ° „ ° E I'fp °o 'c m CQ ° ., ww 5 mLn v 2 2'r3 «w$ O 21 N co aE E 8 iiaw in the fuel to 80% at the minimum fuel operating temperature. To avoid water condensation in the engine or fuel lines, limit the relative humidity of wat 0 0 a rea PAGE 4 OF 4 m U Zo O tt) to 0 mcg w og Cw al > LL a N o m a) o �dr°d W w a mc 0 0 C CC WO W w V co co DO- Wa� CO NO a" WCC C N° Q N t0 C1 m 0 Wit3 a0Cr a LL kw 0 T c U O a o N LL rn m 2- "0 a C U N N a� o- co N. 0 c J- co GI W ma' om c E '4' E m m rn� 0 CO u, D E 0 -' �� �� F 5 c m m 'r - 8 x CL) co 'i' c aVEi '! 1 .. _ �L awa .2 00 0� t,.:. co c c Z. o c' $' c co in a a d "' d .`2 CD 0 0) `= LL N 3$ 'a aaa 0i L- n >. 0 0 _ac -8 o a d V _ `a3 is o m m o d . c ai8n 8-0 co = o ac 8 0E 8 a.a- I aU CL = c co E `0 C -0 c o t)$ 02 2i 8 =O `0. 8' E 'o v E .O n c w `m o c 3=o to tim J^ -'o.a b4 mE c `aio n 0tm8 o8 a0i e o d .� v 'o 2 E s c o m E ii m' _m co 3 `" _ U c E ✓i `q c a a '; 0 m n n= E E o y W ac = o e a c 0 = g 'c ` `Q{ = v, c w m= E= a m Oi t03 i c a CO c 8 �' f.7 0"� o N m > 0 n m d O y f2 m E E m c= = w 0' p $= O E o E z a E Q E '° E r`4 d oc cam. LL o 5 22552 g a_ c - c°� . m �{ $ `o r Cp gm 'O�_'3 Q`m ii E in 8 d v E 'a O N O N (J' 0 9 N O 7 o C N g O a^Gj O 0 Oc) U a p N O Zj NOF -Na ,, co O d (O 6 NaE. E?ON O N N = • c YO 0d5. UJco w Ul (0 C cNZ d .0 Na, > " c O n 0 0= a u, . E L>$., - m 0 Q m a J.- �cco w E c8 O- O o 0 a 0 a m c 0 a`3 n c .�0.. E 5. a5 B i0 .2 ¢ o I=C m i0 m O N E> �, ai VL° N ci m c �o o 3 z E p_ =-332°o d 0 m0 8 0 >5 0-�' mE8 mm$ooy � p3 'a 8 om U �z�.00 n n •=O. 0 - v m I E a 0 0 fa O1 a a. o _ Ta_ o L m a°y O o a 0 0 t 0 0' 0 00 a y 0 m -8 c 8 8' _o 'n �.'" U E p m c `o on= o f c a O > m LL d ._ a_ v m= m a 0 o d CL o O` �� LL t m .a o o d d �¢ E� _ d . E m o. U ri o Lc m m m a) - m a _ o c 2 o `O m .0 c n ti O '0o B' c a m a. a dF. c 3 LIJ E r E .� .E E m 8 p N `° c o E p d t F-' w 0n 0 'm -o 00o E 8 d c c ca aE` 00ci c o Con -0 p N 0 E c' 0�qn' m — ca O jQ�Qj{{ � U ._ o °; Etc W (D N '9 C o a u! C U (0 'K E 7 U) H N N> -Ls egg IV W �.� L j O .T. V J O•J C_ T .0 d N U 0� Q O �_. m �i - 8 > E> t E - E 0 8 153 cd 8 o N v D p 3 m` �i o. 8 v n U U) `3 g 1O d c U `o 8 o m .� = a o 8- m 8. m b'i in c o c o n Y 8_ rn m w 3 O_ w • a 3 °00' o m a = (.0 m in ! c> E o 'n c E `o o `i E m CO o rn n c0 c E 3 O c 3 z °' o `O '' t73 O w n y^ E __ 4 M W t NL > m �' c i0 O• O N> c 3 o'3 m 0_Ei o v a_0i 3> o U V E ,P o �' II ca3 n Z m H `03 pa m w v 3 .$ E 22 a L y Y m $. o z L' a o 2, c s. w p ¢ 0 = O 0 N co O K 0, = g = -� H y t � > N c y > .o �° y ¢ o c o y -0 n 3 S m C$ uE U ¢ s ''9 %a O m 3 2 y `6 0 ..: -o a c-,.. LL U' _ a w m w o o W cc US m ._ o O F v w 3 ai O O _ o d '� d m El". N d m o vaN P>•m 0m 1ur "Pu g 3.P 9a E rn 0 0K 2O 0>> w i'on==�oo�fnm go�dz ma, N� o -.•'-'co 8- 8E y w~'mater aav�n F U O O O F- <0 c c L.L. N o N O m N =0— q¢. > N= r o 25 ygj f K LL c txx .c d A c N W t° `c J U w fn c N �° d. W= U U' Y W 6 F w 3 0 Z O N .y(� as Q¢ a- G = i rn 3 w JO N Z 8 W h= O a= O_ O m c<2 0 0 u 30 O U .>' CO W U Q re z 0 coK Z w a.0 N O •Q cocci 2> a ,a o O. W E 0_' N Y a J ao w O— a fN ix( 0 c0 U) R' 0 O c E U O D a 0 O S U -I 0 U O t W W 8$ 2-n E 8 c__ ce W o. o v al Y ri;E 2 'v. Z p O Z W Q¢ �' J Z' m O N O U _O U m N :1=-5.= rn .O a U K K Q Z P c E Z d Z Z 2 x 'c Z c E� � 2 _z I g F i= J '�-- W m v Re W z a c o O O ap a f O d O t „4—° W� = ,n2 u9= -p w �+ a 9 qq c> 8. 8 I� Q w Z o O 8 .2 ur a' r r 0 m Z 8 d c 2 E Z m �'G = N >4_, L z N F W_ m m E 2 LL z y a K m m a Q w> o a .S V °� tO Q m m m o o U U U U W W LL LL lL U' z J J J O O a a N r �i CONTINUOUS POWER RATINGS: L7044GSI VHP SERIES FOUR rake Horsepower kWb Out • ut Q N E 2 O O E 0. 0 r E 0. n Co -o V V O _ N _ 0 O O _ T o n_ ID I?) 00, a u : v m 3 LL . coU m 2 O ; N V A U 0 d _ a N > E gm a a `g: _ %. > N N Lc: NS a _ n - LA a a 8 1 11 yp m U `'v 2 N m v 75 p a N O cr.- o a o- E Tm m'x 0 -o E ac.`0 3 E g` a0' z ° ° o A E o' E d> c m 7-, 3 >p 2 m N - 8 E of ia, o E- 3_n aE E W '7O, W A N co ToN._,. m N O N co C.9 '- m C U ? .n ,n a rnal ) m W Q o N NInoOHv m c, o.c v w e o n 2'K v 0 £ co cc ;' CC V c d 1 3 - U '7. a 2' o a o s co N C _ 0 N d LL 'c O O O2L S E , CO � U ry N `� o Q N d N ; c N E F 's asao5` Ec o <amE 'o�,mE .a E ` , o yr > m2 L o - :o O c J.. c m O3 L> c l!J K N .0. LL O. s6uipag uogtlwnsuo3 land Mo] m o.0 m Ta c.0 co 135 3 2 9 5 0 2 m o Y ▪ N M N `d a • 0 N LL O N o 2 • 8 E o am e ▪ o 0 co • C • > Eo N CO E m 4 ci S00d: d Wv N d'. N - - a v 2 `a N 0 0 Z N M nE vCoo 5 QD ( U a/ o rr Waukesha m ol o..), U _ L d o o c K Z LL Q. y EL a ▪ L o E o h M av' Z U v N W 0 T N Q ? ce Q W W ? CO 0G y o W E 0 c ILO.4 r, Inc. Copyrght 2002 Dresser, Inc re trademarks/registered trademarks of Waukesha Engine. D Waukesha. VHP, Series Four, Microspin, and HEAT REJECTION k( k i } • HEAT REJECTION AND OPERATING DATA MODEL 7044GSI 8:1 COMPRESSION RATIO — 22° BTDC 130° F (54.5° C) INTERCOOLER WATER TEMPERATURE 180° F (82° C) JACKET WATER TEMPERATURE ENGINE SPEED - RPM 1200 m uoNi N rn $' S Si bi a� �j r ytj 8 1' F' r^ �D " ci ci v. 4 v " - cv ' ' v 6 6r N 6 v 6 0 0 0 0 0 0 OOLL $i n§ g to N N N A f`v § g g§ � .- o§ Qi w 4 N N .- .- N m '8 8 1 8 $�„ O A fa 2j N m N o� -. N N N C/ N 'v V' o �n N, o1 m m r .- N N N N m a Un 0 00 0 0 0 1000 N N N N R o. 0 0 0 0 N W F N M O 1 W W m. 8 N W m N N 6 t7 l7 C r r N of M '' •- N M d' H N 0 0 0 0 0 0 V, N N t• r. .- O O O O O CO 1� N M co co r, N mm to V 7 O N N N II 0) 01 O- r r N N� N N CI V N (O 000006 N YD N M O O O O j m N f^�1 N O 2 F n 4 a N n N N te'N c4 O O N n N N O O O O O O 700 N'rv' r r N N N O r m a n 00000 L 0a. CO v P N O N S$' N V N S m h N V N 0$ r N V N O N n N Y N 0$ 2 V N O$ r 2 Y N O N TOTAL ENERGY IN EXHAUST (BTU/HR x 1000) EXHAUST TEMP AFTER TURBINE (+/- 50 °F) O ZR EXHAUST GAS FLOW (LBS/HR) NO, EMISSIONS (g/bhp-hr) CO EMISSIONS (g/bhp-hr) • NMHC EMISSIONS (g/bhp-hr) 0 04 a R y ID to LO N� W W M HEAT REJECTION HEAT REJECTION AND OPERATING DATA MODEL 704.1 ;SI 8:1 COMPRESSION RATIO- 22° BTDC 130° F (54.50 C) INTERCOOLER WATER TEMPERATURE 180° F (82° C) JACKET WATER TEMPERATURE ENGINE SPEED - RPM oa n n 8 8 o d d o d o O I- n W I'- as d O O d d - o n m$ Q, m 8 o d O d 0 am r W 0 8$ o o d o r r 800 88 6188 0 0 0 o O od n 8 gO O T d - .- .- BMEP (PSI) n8?a8$ THC EMISSIONS (g/bhp-hr) q -. c U tits. s£�i °o 2E ov ,m R Ls 4i m IVkvl 0.cv C \ C O11 li y '54 t2 a.4 Q $ y b�W • N a ei �F C m1 -L [ ,,��aa ttl t� N i th d Rod y (0-- 08 a v mE a k rz. aq CS `J y� :cif.' R C UO. o O. >b'' CC S s. oS� qEd m ea Co Cral •E g 41 t 76 111 ?do tin ag 8s 8 m $ ) o H gr 01 g mRg. DNS - a a ` Ph a N �„ppp$1' l [LyW� Lg. }B ���t �l"� E y C [ A hig, 1 111 '...: V S N 0 �) LL�1 ,1 W C C ryN L \ N o EL- vi 11-11 y 1111 q ai p $ 0 C N a 'c 4i b l< vi ai 2 (I COCD 4 e Nm ttNWO W W o Pc Wa F 22 wo•rc o I- Oj33 DOQY 107 a LL LL S mo m CATERPILLAR® ENGINE SPECIFICATIONS N 00 FEATURES >' C O U .0 0 U U j JD L .5) a 0 z p NUO . U 0 O 9 pN .= O NONC N 0) d co N OO.Cj O 0N C 9DNaO C0C N N ).4 ro0 cOOAwwNUN O OJO D . a 00 a Ny c0 0 NcaE_ N'c d apu a mro a?- orop° 0 C R. aw c0 To- -.- p.O+ IJ p 0 C U 0 a o c} -5-§ 3 m E pap LW. EC°n5 oNWaaNN ¢LL J w p -0,_ --Lu Q 0` "N O a T04 -Q - w0 y '0N U O D �;65 W ?a WO ac C7aN 0Eo Rp roj 0,- 0-000 E act N8 0 0 0 N NE . w- o> 9'«o o) 5 mro m d2 TD vaa NN O C C CaO1c0i°?asca ro .p c 0 U I) 0 O Nw ::) - WO0N N a C d> 0QNN ro a O)C O m NUN0 2, ao0 a) 0 La�" w='O0.-0 d0 O Ja=0 LL LL o ¢ o o .S E 05 m I- « U a o 3 5 8 .c d .3 3 a) is N > E a ro m ar 0 o ro 0 c 0 m s .oc 0 C o ' p' 00 m a D O"O (/ a N0 0 o d a -p c 0 a c o2w8-E00 a)a) 00> 0Pcs N co co J w w d �, >] Ota d N C w1 0 0 N a N Cid % 8O ct Oct OC)y2E a 0 NOc as c e 0 D O `p. d" E 0 d c0 0 C 0) - co 0 0 C 0 0 m=)o Eao3mal) p tioGI3 -coon aao -pmu))N W O N '00 -0 N C E 0 a d is O C c .c. N N O ° a 0 0 a1 _ c_ 92 0 0 C 0 ._ :. C w cd of «« a a L C O 0 wa0 0C- O" O)t a^YO 5:13 O t0)._ 0)0)a- <0-2 w?it OWmrn00200J[000 WE a �O BENEFITS ru a) 0)c 0� E c co c 's m a s Ti> o P a w 0 0 0 a) > W n a w 0)t 0o C Q w03 , a C8 2 C L co N5 E a .0 0 CD 0 o- c E C a N O C a5 0 o) co 0 0 a0C' moaDC m mEa mama 0 N ~O N N a6 >. 0'5 w a C a co aQ> m',56)a 0 0 0 C C co C 0 Cr. --o a o W o c o t o c a) EoEaa)) inoD E' OU w Ol 0 0 m a) a) N -" O c a cmc o- „,>-• go §)E OaO°1 WWW m • co Co c a) E d 0• a' 0 O a E o U CT!. is o c m i c o 0 Tco N _ w cu 3 .0 0 ° a c roC O m C.� p m o > a0-0 O] O -o d awl o E y d d c.�j N o as '5 E CO o D 0 c a o 6 S s 3 co C cr. t c 0 co o T2 a) -% C7 y`� -oo m o _ =a� ro =w = D ro O > 3 o C s o C E a'rn m 3 3 a 0 o 0 U c c a 0 0 c0 > W c 0 N wa.j 0 R o O Fp 3 Q c`i 0 0 w0 a w O v`cl �_ m "W Dcp awim o)p) N3 0o O.p OC73- 0N,0 oowoc OW EED moU coDo a a'0 E. Yo C 0 E� O t % � e oEait-o.1 Ewaow ac o I) a0i ad w NU'a EEu. i GAS PETROLEUM ENGINE 809-1000 bkW (1085-1340 bhp) CATERPILLAR® STANDARD EQUIPMENT e\ en Eo -cs \ /, Po \\ « - ) { \j\ ) �_ 76 {a a e: �G) E}(\� \\ /\t /) \i !/\ >,-ea m; -a&; §§/ cii 01- to _®;) $2.33 \! ${{\ Wwo - — 71[-62§§ G) {uww {f) <C 0« G/\§§f LU :3±3 zCz OPTIONAL EQUIPMENT a) cc ra c c co o `( ( E CD> s 8E co ca \ is { ; r!� ! : '{f= !`®`:} - ®�a:{ #—r {P� ®- _ !\/{{\ $ : !:{: §`2(t 0w. :! 1E2 E _ lt;C«¢stem{)(\\}}±)j}f\ 7:9 /r(§2 §2] ;\<\a m\i \f(f)«$\ r%§f\t :Qwc j 22;a.aa2z;a ««;a:a:= ±=ee:: O ej 2r) •0/) 222: \\ : () k)ee@-- COz { !§Pn : kg\ \ / {7171\\\\ CXOCCC) }\\\ a!= o:o G§/aa:f wz±e:22 l::: cc LEH W6046-00 GAS PETROLEUM ENGINE (0 / 0 809-1000 bkW (1085-1340 bhp) C -1 1 0 cti TECHNICAL DATA G3516 Gas Petroleum Engine — 1400 rpm DM8543-00 DM8542-00 DM8541-00 DM8540-00 LL CO 0 o # ;H mc \\ co 0 0 k Engine Speed SCAC Temperature Compression Ratio co co \ OD 0) CV CO co co cn Total Hydrocarbons S OD CO 0 CO CO am co LO N 0) a CO \ \co oo CO LO 0 01 75% Load }\ \gIC toa co Gf g! CO CO \a co( co 01 S CO co co }} CD CD N N LO CO N CO S CO III LO N 00 CO umi co o N DD • D \ = CO \\ }\ \ \ k CD N LO S S CO CO 4I,D 4C0O to \} Ri imC up co oo co co LO r ID ID CO Is 0 V 01 LO CD 0 S CO CO CO 03 CO 0 0 $ 2 /�/� EEEE \j \ \ \ imo to (rj co x . UJ fa 75% Load CO V CV CO (21 V CO N CO CO 00 N LO CO CO 0) 1.0 CN CC 4 4 an CO LO N CO CO LO C© 75% Load Gas Pressure 'at 100% load and speed L EHW6046-00 d:O,,077,2022 f §Cl 0, Vt [2§!§22/ antate CD CD CD IP tD )B E! !! ( \ ■ kd §� 0 etre etre \¢ �\ !| 1| u k !g[|o 2.89 t! k,|. $ | 803 E |!{0 !! )90 / ba ,ma /d i 8 k } PAGE 1 OF 4 COo go MEcci LEE§ �� } \cpo -a —aL \ GAS ENGINE SIT GAS COMPRESSION APPLICATION Engine Power vs. Inlet Air Temperature 0 co m'Jam a aui6t.G 0) OD CD 0 LO 0 CO Air Temperature, °F Engine Power vs. Engine Speed to 2 x its 0 ,. \ cc cc \ m� a OLIPU3 8 LI) OD 0 Engine Speed (rpm) Engine Torque vs. Engine Speed 0 ■ | LO 0 __matmoe 0 0 CO 0 Engine Speed (rpm) tant torque can be maintained down to 800 rp Note: At site conditions of 4900 ft and 100°F inlet air temp. PAGE 2 OF 4 L O) Ci L« O W 03 N IO 100) ai «t L J c-@ m35 1n @• o a) 0 = ma)c @«`d ° x 5 oa in y m is. � Y «O ° y N N O N .k p C Q �oSga3E mom« N m V x N a N CO 0 C> N N a) m w v) N O fn M - * a C o n« y a « 0 .: N a o «E%nd� o0B c .� u +I u)tu 0 E. -C c$ c @ 6 @ 0 ° ma).)o w m2> F°- m N a „-,aor°L CL F c d38 0N« c EF- N 3 a 0 @ n C o d c _@ co tD om5'��do>@9 @ C d @ 0 Q N @ L c o 3ami�maa 00d a) ro _ p g w �mr0A2 0n -a, a0i 0 0a U CO V' T3-5 'EF of 0i uai +1 a)0° W 3 m_ Ca d N _d E > c b 0) 2 £ c i - 15 O o a L03.5� @m O w y M 0) Q m 0 c O.= 0 N- 10 Y O C y f C O O 5'032 +1 a) o L.'z^'d @a)aci m 3 Toil Wmd 'p ) o ao£m~am 2EV w a 42 d u 3 O 5 j" a) C oa ,$ a c WmU a p mcg -8. 0 �� O d �O F- >. O 8 N m o O ° �'• S > w C C N c N r O •C«@ N C Y) CC) .� p N L Z m a O O CC ~ X C N Q N a) (Na L b. Z a o $ o haw 0 c 3 a •-• o S a ° d p o $ C O O_ C CO O W - oac oa= oz .N �= �@ Cl) h5 10 3 0 ' LLCD c o a9i .c _ CO 0 c 'o d m o d E o F- d @ 'O (V C a L N C a E CO O o 3 A° a) a c y) p N a) •C N a) 0 j N U' E w co a) m 'm mo 303E ma° . cm c O N r C$ 4) NSC N N p N 2 O 0> �' d :' L° °>,=E�2 Os Ta a) ca COON o0 3 c y E Sys >.3o N_p� a ?+ II to ° n 'm33�Om N�� c >C m� �— COW" @ N N 1"2°119 U O C O N c ca C N 'a ° N a m u E> >mca_6 acE c 6 80 CDE co C @ @ ti O y N O O @ Cr) O1 °) x x 3 '5C c d E c x to r^ w a w W o cp t N No w p c R W 2 a < V (9 2 .- N M V 10 E 8 3 Y U f° U.L. IC N m Q m 10. Heat exchanger sizing criteria are maximum heat rejection for the site, with applied tolerances. PAGE 3 OF 4 N 0 V opo 0 o `ry a d m o U°o a OC Ti" c mea me 00 �W5 CO 1:0> M g TLO m0— 0E03 <c( am@ a aoit ® N L 0 w+ N r W 0 o o m rn 6 e" VW) 0,--NrO mr(O (-1:1 0! o O C O r O r e Q =...IQW El) 0 0 CL N 0 N = m rn I— 11.1 a v 2 v Q v E CC 0 1.2" '6 c m a :1,1%) V 0 iD ��m v O) N \ C N O .. 0 5 v E • -a- t &a _v z �� N C • mm �` N 0 y w U to c C C O N O C • (0 ? m - N paac[N LL« 2 Eli. a L 7> m O LL O O O m a ;--15 Ta J c N 11 0 x 0) f0 f0 = 0 If `m v D. N LL. C .0 2 T'x 2 E N a N r 0 �� D 2SW �aaow L� d O U N NL co O"U U U U 30m ;. 9 3110 E'oo(1)o vn E c UD UU • 32U(/)(n (/)f/) 00 o N m •0.0 a n as c 2 32 v n E O 1 I f) r tt M N - M O N I- 0 0 0 O O O O O O 0 N a W O r 7 (O N m N O m W 0 0 0 0 0 0 0 0 0 m ) `0 O W (Or r I�Nrd}OrN000000000 m "'m 0 E z o mo 06 pi o o o o o o o r o o o o o 0000 C) 4' a 0 • c@ L a C T my0 N w m o o m v o r n m r m o N r o 0 0 0 0 0 0 0 o m 2 0 = • 10 'E O m 7(O Nm N Om W 000000000 W a m G IOW (O r r (� N r t 0 r I-_ 0 0 0 0 O O O O O m oomo3oi0000000r000000000 of a • .e E W m c0 Q 2 m N U He C 2 V V t -, T O0 N_N_ N ou' i> a = ca G • 2 O o V 2=UUVU=2 NO U WrN't D mx 2'.000 v 4' .a N 2Nm O p b `O W NNONON N W Oa20ONm m Q I O O O !2 C.N C U U Z U S U 2 O 2 c U U o U °' t N N N n2 a O L ^ = m 2 0 73 2 N �m 0, a0 -Ow x E z.2 cN X C J tut to u ▪ 4 C 0 O O Om O C ''O Y v n 2 0 r rc '� .0..— C d C 0) �C m 4' C C O • N C Q) J c N (ct u 'NI CD c°2maDan�xa°�vaa >m�Ta‹ e€ t0 Ce) ° omozO0000Na=mTOTdNoowap "'a u .9,m 0 U�2w0_,J)Z'2Zx2ZUi0IO2zOZWa_ 09 ce a3 GAS ENGINE SIT Fuel properties for Bturscf calculations are at 60F and 14.696 psia. 0 2 _ e n m To •m E 2 c 2 to E 2 2' to 0 0 0 0 W 8 0m d m L _ v m n E v a 0 2 E E s" To m 0 a v c 0 3 L 0 E 0 2 0 condensation in the e Ecp 0 E m 0 O 2o F PAGE 4 OF 4 C14 u W x U) N AGGREGATE CALCULATIONS REPORT GRI-GLYCa1c VERSION 4.0 H L o L U 0 N H V mi W CO H •rl H iJ -H m 00 Ci) t0 O N H ▪ >1 10 Ul H tO 0 H x 0 w0 0 0 N 0 0 LO N t0 N CO • •r - 0 Ul z a H W In O OH O W u N E >r W W CO H a H 0 04 10 CO -H E N V 01 U1 (W0 N ill N2 AjJ0 O x N H•H 2H 0 W W •H b N 0 W OH • W 4A NHS to .H 01 E 16 N X W 0 >1 O NhwX z V O a -H (00)-C) H H E E le a) a O ro ro r0 H UJ 2 2 0 0 �W DES Annual Hours of Operation: EMISSIONS REPORTS: CONTROLLED REGENERATOR EMISSIONS ll C W 0 0 u H 0 0 M 01 yI CO N M tO N d1 OD OI M H H H O H 00000 to 01 0001 to N N W 01 H W Ofl H t 0 0 0 0 H 0 0 0 0 0 N 0 N 01 H Ol NMH dI tOOHNLO O H N N N 00000 H CO H 0 10 N M t O O O H 000 cMH LEIO MMMtO Ntnmri N N CO N NHNHN d'HON CO W NNMM tOOH 01 W O N !` M MHN W M 1(1 H H H 1° L O 00,--100 00000 O OHM C. 000 W CO CONM MNMCh OI O1OH10N 01 CO 111 OI MNHH dIon lO tn'I01ON 10 N.0 M M C N M H H O H M H N CW M N O N O 00000 00000 0 0 0 H H 000 00000 00000 00000 000 WWWWW 01@a)030 N N W W W Wow 0 0 0 0 0 00000 0300G0 COO) 16 W 16 rt N b m N N 16 C C r6W W W C -r{ 00Pi04) @ @ @ X X 016XN0 NW> 01000 G CCCOO) XVI) CH GHW @ 01 0 A (0 W W W X A W a.0 W O W> W x a oIE a 0 C 0 x@ O W H A X x H W C H 0 H 0 >1 + H 0 >1 W >1 .0 CO 0 O L H W u 0 i) W CO 01NNO Cl M H H H 0 O CO N N 0 O LD t.0 to M M N H H 01 01 dI N M In NOl HM C 'a t0 t0 0 1/40 V' co OJ H H H W CO M N M M N W N W CO H Ill LO 1010 MM 0 0 0 0 0 Total Emissions N N N U) 00 0 0 0 10 • • W UI N N N W N CO UI E EE wwGil w G u a x O 0 W A >X Ea 16 H H O CO (OH O -.,ro H 0 0.0 rd,H H 0 x H ro 0 H REGENERATOR EMISSIONS 0 w Ia a 0 a H 0 u C W 0 E 0 u Ol M O H IP (9 CO W 01 W C W CO Ol H N 01 d 01 00 0 0 N M N M N M H N M C 1/40 N 1/40 H IO l0 M N M r -I r't M 0 in r- • tOH HtO m LO CO N CO in O tO H O Ol O P 00 W 01 01 Cr) 10 N 1/40 CO V t0 I'1 0 0 0 0 0 0 O 00W 0.) C C C C C W CO ro H C.0 a1Ji u u 0 0 0 W W 0004 • a 0 U) C H Isopentane N H N co M N N M N lO l!) M CO Cd W 0) •c10 0 CO 01 N N C Ifl M N V) CO r P' 01 CF) LO M M .. l0 Ifl l9 M O N C N H M l0 W w . . . . 0 H O r1 IO N if) N LIFL lO W d1 N H N IO M H Pi If) O W O N O lW O Ol WHO W M W O N N IO N th O H Ol o cI H Ol BMW H CO N co N H Ol N Ol C H H W W H H O M H M IDM lf) M H W H M N IO H W N 01 N M CO in CO M N CO NN C InN OLf) r OHH N N CO W N H C N W N N M H M C C M CO N IO C W 01 000H O H N LI1 C H W M H O 000 aiai000 GWv • ><>< ro ro K N P NW > a) 01 H 00140 0 N>8N P,p1C O xW0CF A>CZ C H U 31 U >1 + Li 0 4 co >. 0 .0 0 0 0 U 4.) H W 0 A U w 196.6636 1077.609 IO C M ID M CO C O W l0 W IDH H 1001D d1 O1 01 M M H H H H 01 CO lO CO O N 0 H IO H H Ol P N IO IO N C C M OONN H H C C 0 CO 01 O O N N C O O N CO O Ol 01 C O N C C M H O C C C M Total Emissions Co Co Ul Co O 00 0 O 0 0 0 H.H .H.H N w N N N w N Ul N .E 55 A>xC H m roHH ✓ rt N H k m 0k 0 O >1 El El H H w 0 O H FLASH GAS EMISSIONS >9 Co 0 0 11 ro 0 Co A H O w 0 O 0 0 U NONNO MLI) MCCM MIf1NNl0 MN01 IS N V) C M co If) W w LO u1 M 0l u1 v NUI � lO MCC N N OI M CO IO IO O1 H N 01 H N 1` IDC MON NCONN CC[MHN 00H . C-• C N H H 0 0 0 0 0 O O O O O O O O H N W HNH Ol LI) OCO OICOOC «INN O W CNO lD HHIDID d'OOID H 01Hl11 CO NHL !` Ht`N W C LI) 1".M O)10 000I lO C IO N IO M N O H H NN NO H 0 0 0 O N H IO W Lf1 C N O H N N CO N N CO O M O M O) MHN CO 0) N M CO W 0 IO N N O N C N Ol M H N M N M H O ID IO 0 H Ol C IO O H O O IO N N H H 0 0 0 H H 0 0 0 000 H 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 00000 00000 NN000 0WW mmrororo mrororom OOroww m0•H .00000 0 0 0 0 0 XUN0H OH id w W 14 Am w m m x H w R,.0 W O w >9 0 X 11100 0n CI omi P C 0H Z W OOCF A>CX H H O V >. w >, A co >, U A U U U 0 O >. W .0 U O z N N 0) N W N N N CO N 01 01 01 d LO 0 O O1 W Ln H H W 0 0 M M CO CO lord' IO IO P C co M M N IO O O O 01 P M N C H H H N N N IO LSI CO O M M CO O) 01 V) 0) N 0 OOH H Total Emissions N N O O N N U1 Ul O 0 0 0 O 000 IQ 0 Ul N N N Ul CO CO H.r1 ri .r1 E EEE NOHOW A > x Co H m roHH u roroH 9 0 0 .0 O O O 0 H m of 0 F FLASH TANK OFF GAS C w C 0 0 v r1 10 O LO N P C O C M 01 VD w C H CO LSI LW M l0 0l CO cM 1f1 M CO CO 0 P H N W If) N N H M N N cO H M Ol M OHM N N H N CO C 0 M IO IP N C C M M CO N H M IO O .cr. M H H N'r NmN ro N N O r P O N Nl «1 IO CO P I0 N P l' u1 IO O O M C ill N CO N H C 000 0 C a5 rd rd al U 0 0 O O w W N A m w E P. O01 C 0 H N Cl Ol U) N N 01 U) N Co O LO 0 N 0)0100) u) ro C14 U)N Co N M U 01 d1MN 0LD 01001 Cl CO M 1() CO 01 01 CO M 1f) LO CO N VD CO d HO) M o • H Cl H Ln N CO 01 CO 0) LO N Ol Lf) H 0 0) N 01 CO N O) 01 CO 01 01 N M HN H 0100)HN CONH ellal 0d'LI) O)N H CO 0) U) M N N U) CO O LO Ln N LO CO M H LO W N Cr M N C1 M LO N N 0) N W LO N O H N U) H 0) 41 r d1 0) N H M N H N 0) N M 0 M N N O H H N N H O H 000 N O7 O) O) 0 0 O) O) N 0 0 m rO rt m C C m N 0 0 O N a1UX X NNXN C N0> aivx.0 @P'Am0 0>1Q ao, 0 X(1)0P1H .0 I H C HO C U N U >1 + co >. U A U rJ U U 0 H W u 0) 621.8434 3407.361 141.9734 Total Emissions Co N O Cl W M 10 d' LI) LO UI W CO Ol N • • H 0)Lo H N r H H D H H N 01 N O Nd'N M U) 01 L0 n N N H 0 CO 01 LO C 01 M d1 L00) 01 M M N 01 N LD r- 01 0) 0 CO al H H M N w m H 0 0 0 CCC (0 O 000 .r1 .rl •rl ..{ O 0 0 N 0 U) E.E.E.E WWW W 0U wr�X >x 41 HW N H U CO t0 H O L+) rt S) 00+-) '0HH 0 > ▪ F H ro , ) 0 TOR VENT/FLASH GAS EMISSIONS COMBINED REGENE N 0 0 0 'U N A H A 0 A H a) C v C O a E U dl 0 N U) Co H 0 N N 0) d' W M M U) Co U) H ri M NC M H H H 01 d' 0 M 0 O CO N U CO • LO Ul M N 0 U)0M 00000 0) d' 0 0 N d' CO Ul N Co Cl O) Cl (U' C N U D N 0 0 0 0 H d' Ln 0 r H c d'C- O N H 0 0 0 H LO U)M H N NMNU) H W 01 MLO OM O L0 Ol LO M U) H M H M d' M r r O) d• l0 N HORN d' UIOM W M O)N('ON NMO) N U l N L O N M MOH N N M M d' LI) O H O 0) N H d'n NN U) MMONN HLOOW d' CO HC Cr) LI) LI) 0)0 LOW MLor NLO to0CI) 0LI) 0 N U)H d'NN O) NMCNM HLI) d' O O N N M H r-1000 H H H H N 000 4,1-1000 00000 00000 000 0 0 O) 0 0 0 0 0 0 0 U10000 (VOW COMOMM mrorororo CCm0a.) gala) ,C .0 0. .) 1) 1) J .0 X X Ea N X N N O) !).0 O7 C CC000 XAO(ri CHro 01 H A CO O) O) a) x x N L4 .0 O) 0 0 >. 0 Z al0I pin, fa, xo0(4H .HHoax H H C U >, 0 >1 A co >1 U A U )) U U 0 >1 W F a) 0 0 0 LD 01 10 U W d'01 d' W 01 r H CO O O LO d' d d'HNN Cl M H n n H O M N NN LDN CO CO 01 N LD LO M M H CO CO LO H H H 1n 1n a' LI) 0) d d' Ln N U1 Co CO LD Ul r n n D N 0 r n N O O Total Emissions N 0 0 (0(0(0(0 O 000 •H .rl r1 nrl O N N 0 N N N E E E E 14141441 C 0 a X > m H H U rt) ro r. O L Y N $4 0 O i' OFF 0 > E H m „ 0 H COMBINED REGENERATOR VENT/FLASH GAS EMISSION CONTROL REPORT: Reduction W ▪ Sa H>. H 0 N Sa C L 0 0 0 U 0 O 1. • T O G i 0 C O U C C N C 0 0 E 0 U 0 0 H M 0 0 0 0 L111 v1 ul in N W 0) Ol d10NU1 H O N N 0 W M M W U H H N d' M ri H o CO 0)N M LD N r 0 W LG CO CO U H N N N 0) LO N M N M N H l0 C O r W H 0 al O N O H N lO C M M H O1 C Ifl (NO C In In N In N oi Irl 10 l0 r CO 01 a1 O1 m 01 01 01 al 01 01 01 01 01 m 01 M 01 co 01 v O rl 0 01 c o o r d' In o 01 O M r N CO C W 1I1 r W r H i— n) C NLI/ MN M01 MCC CCN M 10 W O M C N Irl i0 r 0 O N H H 00C>00 0 0 0 0 H 000 W 01 O N O° 0 01 N C 01 H H M m o W o C CO O Ol In H H 01 H r'1 CO l0 N 0 W Ol 01 M M 0 01 01 If) M C rH N M rl 1D M W CO CO O W H H r !`l H H r H H In O W O WOW N H H H H H N N r H a) 0 W 0 W W W co) W 0 a) O Vi 1N C CO m m 16 G G N v a w G rl ♦r a, i i X X r6 r6 X N 7 Nal CCCWW X+-)WCH Crim I WWaaxo xvo1H Aasx C W -C O Nx U >1 + H U >1 W >. .0 Co > 0 A 0 it U U ✓ H W 0 .0 L M M W N W W W C 1.11 N N W CO CO O 1 01 01 01 01 O 000110 l0 10 C 01 C 01 T r H W 0 O l0 C O C C H N N • H 818.5070 Total Emissions OH IO CO N N N rl 0 C N C N 0 H r CO 0 M I n H r N C W M H H CO Vi CO CO CCC C O 0 0 0 N U CO 10 N W N N •ri H .H -H E E E E W W W W 00FC W Aix Ecn ro H r i U 16 DS H O L u IC Si 00-0) tkE0 H 0 O E EQUIPMENT REPORTS: W U W Q O H co E O U Cl W CD z qW O U k >1 >1 A V W d '0 '0 W P >, E---.----- H 0 ro w !n N P7 SI NEa E.0.Aa) E w '0 WEA AV=w Olo E W 10 O O N H N O O O N O In O N 10 0 0 0 0 0• . 0 ON I NH V101 I N H W N 01 W H C C '0 M W • L IO In It W >, >+ Si a1 C >. ar Nk+)k W Si a)UC ca b N Q 0 S ro X .H N U WSoO SIOUH W 3-1 W W '0 W •H Pc LL COFL' a) WNW N N N C 7 N N W N ENA OW EXC ii 0O SI SI.O k1 OH ' • U C) W N 4 HHN ♦r C 0 H NW C 7 0 H .0 7 W O U E A 0 W U C E N W 0 C E U W W 'U H G W U co ow owowow ow momoowowow owewowdip ow owowow H' O N N N H 01 N 10 W W r C M M r OI 0ONMC 0 I COC 1DHNN W 10(001 N In In In ul CO ka r t lO CO CO r W 01 01 01 01 m 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 01 ew * ew ow do ao e\o do .0 ow Ol N o M !"1 M 01 H W C 01 01 W 10 10 O1 IC In o1 In C C C C d1 r•1 M rl N N ow ow ow ow ew. C N M 10 r M W r N ri r11 H H N . 1 ow ow abo r rv1 H r:I1 0 0 0 0 O W W W W 0 W 0 0 0 11) VI W W W 0 VI co 77777 77777 00777 C W a) ro ca m m ro m ro ro CO m C C (II 0 W O C -H .4 .Ti W Ju 4I 1.1 U ll X X ro ro X N 7 L\10) ar ar O 7 7 C C C 0 W X ♦r W C H C rH 16 WW HAP4 000X.7 a.)04.700 W> a) E aOC Oa 1000 xx071H A>CX H CO C ri U it U >r + H 0 >1 W >1 A W >+ U A 0 U U U arH [1) 0 x W E ABSORBER w w o u z in X £ £ X0 ▪ >r N o O 0 x H N r00 ON •d 0 X w W 31 x HH A T 01 ,G • . SI H 10 010r10•mH 00 AbaXA Aof ,0• 0 FC ri 10 W 000 r1'd 0 CO N CO • •ON 0lNCn 1000100 N Ho 10000 (OION mm (� 3iNH 00 in N O U 0 > 10 .1 1I U1 (0 0 E UI 1J 0 0 N 10 41 0 • a .r-1 O 0 3i )I U 0 0 C -H 01.,-I 0 0 rt 000U .0 as Oma >30010 3 Ca 0 N 0 0 0 U • 00 Ea W.G S-1 l30i O • N N 104)4)4)0 AAE 0 0• ra 0' 3 3 3 FC >+cn >,0 N NH U 11 0 N rt N 0 0 al CD 10 ocvc7>1 0 H ID F 1 U U H 0 44 n00 H33U E U n) 0 0 0 0 H 0 r0 (0 U (f)• U H U 1.] H 0 m (0 H r0 U 0 0 u „ H (0 (0 H O 0 0 H m u OW * * ow ow ow ow ow ow (CO o\o oW o\ o\= o\ ow o\0 oW o\0 ow ow CO N el el O\ VO(nN 01 Ifl HOl NO1 W Hl0 10 to 311 000 H Nrl(n 01 ON t0NN N C O1N10 10 300000 00000 N O r n o H d 1 Ori N N N 01 el a il\o oro o\O o\o o\o o\O o\o ow ow o\o ow o\O o\O ow mo mo ow w Ow ow o9 ow N N h N H d1 N W 1.0 In Ol H U1 H N O1 N N lD 011 1 4)1 10 01 01 01 CO x10 10 If) 0\ N el 011 r- 1./1 N rO 01 l 1^101010101 0101010101 r \o01 OJ 01 CON r O\ r 01 0101 01 01 01 O\ O1 01 01 O1 01 Ol O1 10 In C M Cl 110000 00000 0001010 000011 0.0000 0 0 0 0 0 CCC 0 0 0 0 0 0 0 U .N 01 (0 N 4)10(04)4) oat04)00 (0000(0 (0 i< 0 ,C ,C 01.04.-).00 U X x 4) 16 X N O N 0 300NW 30+AW 00 0XAva .0000>1 q -.X a 0 1 as Pal Ox 0 001E -1,0X • Z N O O I OCH x H H O H H C U >1 0 >. ,G A >1 0 r0 U U N U 0 >1 W U .0 U 0 z C8+ Heavies C 0•ri U.4 rd b0 > • 01 0 O OFR > b ro a E N 0 0 0 a W p1 mo U O O CO 0 If) Ill 0C1 O H H EN 'Ci UU O0 >1 O U H w07 0 H>.00 a O 0 Y-1 si 3i C 0 7 U 0 U N 0.i (6 10 O U 3i0 U rl 0 i! vi Ra EWFa Pi 041H 10 w OO w u 0 .0 0 N a 0 E H 0 w U o\� ow aw oW e\0 0" o\a oW oW as oW 00\MN C 0100 H 11 0 0 0 1 N N O \O Pl (0 OH 0101\0 MH 01 r` LO W a 01 01 01 CI 01 CO CO W U1 o\o o\^ a\^ o\a o\a o\o d.^ a\o o\W oW a\^ O H (' CO \O H O 0 al CO in 1000 0\ N N W O rt \0 01 Ol W O O ei lD co H N a H O r -I H d. 3i 0 0 0 0 0 0 0 0 0 O r(S O C 0 0 0 0 0 0 U rl 01 (6 0 (0 (0 (0 (0 N % 0 .G .G R U U U U S O O 1J 0 04 A 0) N N q -HE a01 as 4) z H C CO 0 H .0 ll Cyclopentane 0 rnC a o\= ow ow o\o ow ow oW o\o oW oW W r CO N N W ifl d' 01 N 0 0 CO N In r ID N H l0 d• H N CO ri r v M r r v W l0 M H ri o\� o\o pp oW o\o oW oW o\o oW oW NMN W Ind'LO l0ri CO O W 01 H N C N M N W M 1f1 W N ri CO N N l0 N CO N r-. m \0 CO CO 01 01 CO C N C C N N W N 0 N XN X mu W CH CH x'CWOXox NEA C0X }, 0 >i ?. W >1 ,C 0 C 0 1) 4-) H N 0 .0 4-) a) E C8+ Heavies a 0 E N w N w u w a No Stripping Gas used in regenerator. Wro H .H .0 H 0 0 01.-1 C U >1 • H HH N E 0 0 C C O a 0 0 u o\o AO AO o\o AO oW oto oW AO oW o\o ow AO o\o w o\o oW oW oW oW oW 0 0 000 0 0 0 M N O l D I n N o N co N M 0 O l co 0 0 0 0 0 O O d" 10 O l N LE) I O CO N M ' H r M CO 0 0 0 0 0 0 0 01 01 CO WW M W ri 00 1D N O O O O O O O OCO01 CO O1 O1 COO1 Ol 01 O1 01 CO O1 W W W ri HHH ri HH om oW ow wow 01. mo 0\0 OW 0\0 o\0 ow o\o oW oto oW o\o ow o\0 mo ow O O O O O 000N'0 0 y I I n CO 0 I n N M r O H N 0000 000 Ill M Hr d' O1N N lDl(1 CO M co H0000 000NN r-I.i Lfl Mri cO L0 CO 0M M r H H H }+ N 0 0 U) N 0 0 0 0 0 0 01 0 0 0 0 0 N 0 N'0 W C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a) 1) 'rl 01 N C m m m C C m m 1 0 0 (6 0 0 0 0 (6X 0,0.0 4241)1)4-.14.-) wXXmm XNCN W 0WqW W NO01JW A CPI X.CWa C ?. 0-H£ NO I Ci a i OZ 0 OWH QN Cz HC O0 HN CUx 0 >1 A ?. 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H W 01 W a W Li ✓ a Co Co a 01-- 0 1^G H C ro.p 0 H O H 0 o\o O 3 U— M H O N W W N CO CO M M M M N N N H H O H OH O O H H H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O ++ I I I 1 I I 1 I V I I I 1 I I+ 1 + I v v v v v v v v v v v v v v v v v v v v v v of M N l0 O H o II) 1.11 01 dl W al CO N o O1 all r- r N 1/40 H M M H N H l0 N l0 t(1 N M r- M al lO CO dl M N M N C l0 CO Cr M M N N 01 Ol al H l0 CO H H H M H H H ill H O H d1 W W 0l Ol Ol W 1 If1 dI M 1, C M M N M NEN O O H H H 00000 00000 co O o o 0 O co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ++ I I I I I I 1 1 1 1 1 I I I I I I I O) 01 a) 0 O) O) v a) O N v v v v v N N v v 01 a1 a1 i 0 co N 0 co N M 01 N 01 N H 01 W Ol Ol l0 11 0 H Ill Wino1 W l0 MHONN HN10011/40 N C1HNN NN O1HHO1h t-\ONNN NMHH01 MdI CO in 01 MH U' S1 v G 01 01 v O 0) 01 0 N 01 01 N N v v v v N N W a)'OWG GGGGG GGGGN NGGG G NN E to X O .0 ,G P4 J.) 4) 1J 4-)4-)X>4(6 (6 X N N o> 3 9-1 0.0 a) W O}I A 01 O N a) 3 .G N Pl C 0 0 0 >, 0) P Z E a 0 C 04 0i O GrOX 0 ORJEA XX OH H al G 0 >i C) >+ A co q U V� H W U U 0 f. v 4.22e+003 0 O 0 H Total Components �— G s+ 'N 4 -a m.p O H a - O ow a) O 3 N U ro IC a W G O IC O1 rl E G t 04 btC L 1) 000 0 }1i G • . l- W E 0 10 0 •0 U N G v 0) ! •• a •• OJ ll JC 01 (0 1-4 CO CO'H s,aa v W 3[il E N E 110E v 4Ho Eawz M H H H H H H 0 0 0 O H 0 0 0 0 0 0 H O H O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co to 0 0 0 0 0 co O co 0 0 to O O co 0 O + + + I + + + + + + + I + + + + + + + + + + N a) O v a) v v v v v v v v v v 0 a) a) N N 0) W NNNNO) NMMf-H of CO 01InN 01 NN 4H or- HOlNN H 0 dINNO W W W N l0 Ifl OI01 N r Ol0 C N H CO CO N H Ifl LID M N N H N N M 1, lO H H H d' H O H M O H H H H N N M N N N N H H H N HH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O + + + I1111 00000 01 01 al a1 01 O) v N O1 N W v v v v 01 v dl H OI 11 M H M O] H 01 N H H o O co H lO H C r in M O r- N W h N H C r- Ol f W N 01 O H Ifl Ol CO M O . . . . . . . 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WM C H H WI -INC -0 MMML00, d' NMHW 341)000 @0)0)0)0) 0)0)0)100 @0)0)0)10 N CO 0'0WCC CCCCC CCC W W CCGG W W 0 1J -ri O) r6 10 WWMWM N 16 NCC W W W W C '.I 0 16 X 0 ,0 ,P 040000 .0 X X Itl 16 X N C N W > W 0}4114.1 OCC C W WX11 (DOH CH rt C -.4 .0 ow s-AmaW ®X 0)P4 .CWOW>1 W o 0,--1Z a O 1 04a pl I OZ W OWFAX Z 04 Z U/001 OCH X H H o H 0 H H O }i U >I + 0 A >, >., .0 >1 i W U H rt U 11 V 0 >1 w H 0 1-1 X F 3.99e-002 6.69e+002 9. C REGENERATOR OVERHEADS STREAM 0)— C Si "iF 164 O H ew 0 rl 0 > U �- w • roc 0).H +4 VWin 410 11 o O N C O N O W Nsilo C HH N 0 p. N w E 1n 0 U N W 0 W 11 W 11 16 }4 rt 0.) W 001 E W O W P H F a Cc 00000 000 00000 000 W W W W W W W W l0 W M N O O .i u) o ri M m W 01100) N H M N l0 0)4110) rl O M O O O H H 00000 000 00000 000 + + I + + + W W W W W W W W N • H O H N W W H H N W ✓1 ri 00)0) N H N N H H M Ifl kW000 WWW W'O W C C CC +J '•i 0l 0 N MMO mxo.cs a ,: 3 O 1. i1 s4 O 0 . . 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C O (0 L m CO Ha v 043 E o O Fw 01^ C H _0 G roA OH O H U * 0 3 0 •- Component N CO N 0 0 0 0 0 0 O N O CO LD 03 N 0 H HLOH N N N 0 0 0 O O O i 1 1 O O O lfl T M M 01 CO LD H M H 0 0 O 'O O rJ O) 0 X 0 3 0 3 ,u 0 0 A H CO 0 M M N N N N H NHHHH 00H00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 } + + + + W W W W W W W W W W W W W W W W W N W M N C N C C W W CO CO lO W N H lO M o l0 M If) CO H W W H lfl M W ri rl M Ho M M lO N H M H r H W rl M H H W 3.33e+000 3.12e+001 MN rl rl rl ri ri -i,-10H0 O ri ri O ri H 0 00 00000 00000 00000 0 0 00 00000 00000 00000 1 1 1 1 + 1 + + + + + + + o W W W W W W W 00000 00000 W o N C IO N O H N N N O W M W H N H m N H NM rl O Hlfl l0 HMMOW NOW N W 0,H H H N N M HI C N W N N H M C N W W 00000 W W W W N 000)(1) (/) N Co O 0 0 0 0 0 0 C C C W W C C C C W W ✓ O 01 00000 00000 Iu W W W C ri C W ,C .0 p41.1 .LJ +) !J JJ X X N 10 X N C N W W Li) OC C 0 CWWX+J WCHCry W C •WA W W ?-0.0M00.1 W X .0 W a V000>, W 0 C10 -1W E W O i Q 01 al O x W O W H O M x a W UI U W C O 1 O CH N H H E 'b a ii N C ri U N U >. + 0 4-) H1 U >1 W >r .0 W U O O N C >-. U ,C U iJ U O If) O W 0 0 >1 W W ON o+ 0 0 H to E W H M 0 X W U N H H CO W 1 01 --• NA Ori • ow H C O O , U— H Si z •• v N W N C a W' W N vIII Ea) z W it ri qW HWW 0 0 OOMHH Hrl HHH NHHHH HOOrlrl 00000 00000 00000 00000 00000 00000 00000 00000 + + I I 1 1 1 1 1 1++ I I (DOM 00)0)0)0 0)0)0)00) 0)0)00)0) M c0 H W l0 C (OW l0 C N W W W Oi M ri fl N N O ri N t` M N N W l0 W N M ri t` W l0 C M W rlr ONW mClONN W Nf MC MNM.c.[- HO N ri O 00000 H MOOD 00.-i HO 00000 00000 00000 00000 00000 00000 00000 00000 + + 1 + + + + + + + I I + + + + + + 1 + 1)00100 00000 01) 0) 0)00) 00000 W H N W W N,ti MON 0(0 CMM M00.0 CO M W O M N M o M r l o 0,010,001 N M O O N Nl0Mryl0 W NNHH MhNHH NNHMH • )C(1)0 0000)0) 00)00W 0000w WrO WCC 00000 0000)0) 00000) JJ rl Ol N N 0000M 00000 1)00)0)0 IOXO.C.0 aO+)+)+J UXXroW XN0N0 3OOUOW °AwO W WN NSP. ,COO W~>T QzX 00 100. 0P0X0 OWHAX 0001 O C ri X Hi H C - W C ri U ?+ U > A H >1 U A U i) ii U a) H G) 0 0 A U W z 1.67e+001 O 0 0 0 0 Total Components W 00 M o M U 0 0 H 0 COMBUSTION DEVICE OFF M H v LH0 0 4.32e+000 Flow Rat . OH 0> U I) W 0 a 0 U U N N N N N N N M N N N N N H H M N d' H 00000 OOOOO 00000 OOO 0 00000 OOOOO 00000 000 0 iilli iiiii iii O W O W O O W W W W W W W W W W W O W W W h M M M N W C Ol O O H H N N co ow O M N H H dI M N H W Ifl I OI M N 00(--00 OJ M M C N M H H C H M H N dl H H Wm d1 (O H0000 00H00 O O O H H HON 0 00000 OOOOO 00000 OOO 0 00000 00000 00000 OOO • + + + + + + + I + + + + + + + 1 + 1 0 0)0)0)0)0) 0)0)0)0)0) 0)00)0)0) WWW 0 W W H N M +1 Hl- W O) NOON+P OM W H H W O N C N W M H W O H M lO H dl N O CO M T H H LID H M H N C H H LID M N @ 0)000) @0000 00000 000 CO C CCC C C CCC C W W C C C C W W N N O Itl N m COMMOSIO OOMOW W C _N C .o 4) O C C C C C W W X O W C H C tib C W W 11 R W W W W M ,C W S1 4 W O W >r W 0 • a.0 C 0 1 O 10 CH x trO fAH RSC x E im H WH U i+ U >. + 0 H U >. W >1 .G co U U U 4) H W U H o al m .0 of 4-) 0 W E X Q W U CO z 4) •H H M P7 W H C 0 0 M H a M15 4 '0x 4) to Q 0 O • H U M H +J 0 L 0 4)H 4 N U W 0 H ri H JJ W JJ W CALCULATIONS REPORT AGGREGATE GRI-GLYCa1c VERSION 4.0 - H 0 O U W Co >. W H E WI 0 W U N ❑ O W 4) U U H Ol Z • m N i >1 W •• M rn h w E b N 0) W H 0 M.Ho O w N DESCRIPTION: 0 N 4 to • � N 4 10 H 0 10 C 0 W 10 0 0 N O 0 lO N 10 r W • rl 0 NZ, LL W O H u NE 0 4) M r1 11 CO Q W 10 L 4 u w M 14 M U 0 W 4 NCOPO of0 al Pl H H E W 0 H• H H l J H M In C 0 W W W 1 H 0 0 •0 � zz PA H H Si M U 10 W 10 W 10 Q EMISSIONS REPORTS: TOR EMISSIONS CONTROLLED REGENE a) C W 10 0 P40 u N IOHNH M10H10M NMHH W d' 0110 Nd'Lf1HM 01Nrd'r1 M W HHM 010r1 N d' W 01 M In Ifl H(0 d' Lo W CO In M M N 0 H H H O H 0000,-I 0 0 H In N 0 H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lomd'o101 In CO wd' a CO di01001 N 0 d'O)HCN N CO O - CN d' CO O1NH 10100 ONN0 mNONN MC 0100 H 010 001-100 0 0 0 0 0 00001d, 0 0 0 W 0M CO d' L0001NM HI N W CO d' 01 dld' 0)MN00 M NMO N d' OHlON 1000 M m d 1 N M H H O H M H N V 1 N 10 0 11 0 00000 00000 000,1H 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 4) 000 0 4) 4) 0) 01 100010)01 0)1010 10 10 10 10 10 10 10 10 10 10 @01101010 101001 10 10 10 10 M 1010101010 10 10 10 4) u1 4)10-H i..0 Pi IJ 11 U .0 JJ X X Itl M X N a Na) U 4Jo0a 1010104)0 X+JW10H 10HM N W $4 A 0.l W O) W x .0 4) P..0 4) 0 0 7. 01 of0a 0 1 Egr001 x W OOl4F AXZ H CO H C V >1 W >1 ,C W >I 0 .A U ♦) u U 0 �1 W R .0 4) F. H Hln W CO CO 0 10 10 In M m W W In N N N N H H 10 W W 01 d4 H H r H r r 0 d H Ul LSI M CO CO H H co co M co (0 d' ,t4 N 0 0 In In CO N ID 10 In M M 0 0 0 0 Total Emissions 10101010 ❑ 101010 O 0 0 0 W W W W W W W W H •H •H •H E EE E W W CO 101 • U 04 X <04 A704 (O CO MHH U It 40 H O J M 0 0 1-) S H 0H � E H M IJ 0 H UNCONTROLLED REGENERATOR EMISSIONS C 4) 0 0 04 0 0 0 d H M O N N Ifl 0 d' 01 CO 10 N 0 0 0 CO C 01 01 0 0 Ifl M N M N M H 0 0) 0 M M N N CO 01 0) • CM 01 P l0 CO 10 d' 01 d' 10 N H O N O r r N 01 10 01 1n CO 10 r 1.0 COd 10 m 0 0 0 0 0 0 Ti) O) 0) 01 01 10 10 10 10 10 16 10 M M JJ JJ +J O 7a W W 4 R DI' E a H C Isopentane N H 0 d r Nd1d1N N tel t0 tD Ifl LO N 0) H O H t0 "1 a O W N to tD r W der dI Lin LO N COl O LO N H W N W N CO W H N N M t O r dtM CO N M t0 m LO •411 r H C to H CO H N 1/40 H H O M r H N OlrtO H rtO tin N CO CO CP W O n N O H N N C M N W N Ol C H H r C C M N Ol M H M t0 Ifl H nl CO r H C N Ol UD r W tO CO Cit V o N H 44.1 WI 01 N Ol Ol M r to Ol OI tD N• H N N t0 Ol O1 N N O to M H M C C N r C N CO N M 000H OHNtON HHen H H W W W W N W W W W W N W C C C C 00c C W W mmmm CCmIll W W0.H 4J4 -XX 1 m X N C NO> W W WLLA O a», W as 0 XWOWH AXX i O 0 H x H H C U > 0) >1 x co0) >1 U .0 U ♦i U U ♦J H W 0 .0 JJ 0) E 224.6206 1230.798 0 N W H O M W N N M if)O tO N W N C W C M N H to tO N N H H W Ol M W 01 01 N N r r en N 1.11 [II C en O1 0 CO N H O1 W H H M en 01 Ifl r M M C co o CO CO N M tO N N CO tO H H Ol r N W C M M Total Emissions Co CO W CO CCC 0 O O O O CO Mtn W W W W N E EEE w www GULL X R 0 x F H W m to U m m H O i k 0 O 00 27HH O > H m a 0 H FLASH GAS EMISSIONS N 0 O tf ro V N H H .0 N A H C G 0 E 0 U CO d' W O1H MLII Lel OH MNO1tON HLOOI der01NN O W CO NO ototNM NNCO ✓ cN CO Olen CO r t0O1N01N NON r COLON N WONN 411•41 WHIG Orifi r W N H H 00000 OOOOO 000 H W 01 CO N C O H H r O CO to OI M IO H N O O<OHCN CO NHtOC VIHM W M Nto CO M M N N N H r N N C Ul r M O CO H Ul O1 N Ct0Nt0 MNOHH NNNHH 000 01 N H N C CO M N IO C CO M r N N Ifl H tD O C CO CO N N 01 O N en CO N H l0 M r N O N en O N HNM CO M HOtot0 O HOIC CO ONC O O t0 N N Hr -WOO H H O O O 000 H 0 0 0 O O O O O O O O O O O O O O 0000 00000 1.003000 OWN 0 0 0 0 00 0 0 0 0 W W C C C 000 m m m Writ m m m m m C C m W W 00•H .0.0CL)u 0)JJ4JXX (0(0N C NO> JJ+JOCC 00000 r<000H CHm W W HAW 00.)0M.0 024,000 W >. W X °iGa o°'og0 XWOWH AXx H N C H U H x U >1 + H U >1 W >r .0 CO >1 U .0 U IJ U U O r>14 Cl] 4) W co W l0 M W H H N H r N o r M M H o lO H H Ol O o M M 0 O If1 W 0 OM tOO Cit O H N H H O W M r rtn H .4 N W O In N N N 0) 0) C 0 t0 CO H If H H O N r r N O O Total Emissions W WNW CCC 0 O 000 W WWW W W W W E EEE w [4.1 CO UO r[ W >x fix to s-1 ri H f U m m H 0 O N J ro HOOL Li4 'O F H O w • H 0 m a0 H 0 H x W 0. y O NON LD LO r t001N t0 H M d'01NC 0 >, GI Ol HO1N t0 • . . . . N ICO O1 O H if/ CO N LI) N N H 0 O M If1 H tf) C H CO N CO LO O' W 01 >, Ol rn rn co y' to co 'O r r O' d' V M w W N H M 4.0 CO O c M H .+ tO Ul N N O' Ol M N LP Ul en Ol Ci t0 O H CO O nr ,G HMN rt0 tO . . N H O M O W N A CO N H H C C O PI E 0 U Isopentane Md10M0 O CO NOM (COON 0 0 0 N tO M W N M H N C- M r N O N H M U1 O OWN •• 0) r r Vl M O1 If1 01 0 C 001 0101 0 11 01 01 0l W M r 0 N M ld MOl NV HN CO LPL en ON NI dl H H •140 0(101100 H C O C N M t0 H M r t0 r C N l9 HI C H CII H C t0 H co N H O1 U1 M N U1 U) HI N M H H N CO O M N dl U) M t0 W Li) W r Nt0 M 0\MOIN N O W W t0 r O M N tO C O H OLD H N H M N H N OI Ol W H 4, CO N O H H N N H O H 000 W W W W N O W W W WOO rt N N H0 H 0 W q 0 0 0.) .0aJ X X H H X N C N W> C C W W.4 X 0 W 0 H 0 H N v Wm4 W a.CW o 0>.v a O C 0 X O M E A X C H 0 N 0 >1 + >. U C U 1J 0 U 0 H W 0 F IJ 627.4360 3438.005 143.2502 0 W W N 01 CO M 01 N 0 C 01 Cl in r Cl 01 M N W H H W H 0101 NH 0 01 W N O tO 010 co Cl 01 0 M 0 0 r d I 0 H M H N H N N O 01 0 C U r 01 W N r M O MHdICr) C 11 H Ul CO ID LO O • 0 0 0 0 N 0)0(0(0 N O O -H Ul O W W W W W H CU 04 X Imo 0>>XE O Sl 01 F C0 H U H N H O 10 0 CO • 00,-) '0€F0 >. H H 1J 0 H VENT/FLASH GAS EMISSIONS 0 z W [N W x W z mqH H b N .Cr H }i C co R H C W C O 0 U U1 00 H r N W Ol0 d' 01001 tO • N H H M N HI Cr) H H H rH W tO HI 0 01 U1 0 H M dl In f'1 H ID Ill OM 0 0 0 0 0 CO OHrtO 01 V' co W t0 N CO 0 C CO UlU )0 r- o 0 0 0 0 H �UiLI/ N OI 0 U r 0) O N H 0 0 0 01(1(0(101 100110(1 1 M ONN d' 0-101 V1 t0 M C U1 0 0 0,1 U) O O M O UI CO 0 CO MHNNNL 1110M W N O1NMH01 NU)OI CO 1n r tO r M MOH N N M co Hi ✓1 O H O O N H t0 CO H tO N 0000 01 HI HtO H 0 0 N N M • H O 0 O 0 41 N 0101 p U N U1 M d N H N 01 Hi -1000 0 0 0 0 0 0 01 CO 01 H H 01 CO 0 CO N M M r d l H H H H N 0 0 0 0 0 0 CO N N M H H to C 0 0 0 O O O W W W 0.1 W 000110 010000 004 O 0 0 0 0 00000 W v C C CWW 44000 0 111 H N 00400 00-H N0 Nal J.3.000 0 4-3 4-, 0W 0 >a0 00H OH H WWNRW WWWx,C 1004CW0 W>.W £ a m C O 1 0 C H x x H W F0 X x H CO H C U >1 0 >i .0 co >1 U C U 0 0 U 0 > W . .0 v 01 OI MOI M 01 Ol O r M M 0 01 W N N r H H d Vl HNN M M H O 10 C- )0 H H H W C- O t0 W H tO W r r o t'1 H W CO W H H H H M M M M cc) ✓ r H o H H N N O1 co co to 1n al r r N 0 0 Total Emissions N O N (f) 00 0 0 0 0000 N N 01 UI H H H H E EE E W W W W C U a X O 0 W > FW ItlH -I U CO N H O L L N 5- 0 O a0 'OEH 0 >. 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W U u C8+ Heavies STREAM REPORTS WET GAS STRE w • m 01-H W b aW 0 0 O C r 0 o C O C 10 rl CU + O o .i v E04 r co E co O U a) U G v .0 v L rt H N H 01 a v CO P a)3 W O E w ri MNC 0 0 0 0 0 0 0 0 + + + + v N v v N 0 CO N co Ln N 0 Tri M N t0 N O 0 0 0 0 O 0 0 0 C) 01 W T N 4.0 J1 v to wrl lfl 01-1 H to H v C alit NC L H 01 It roX00 3 0 H a) q•rZ z C 0 A N U N v a as MMMMN H N N N N N H H O H 00000 00000 00000 00000 00000 00000 + + + + + + + + + + +++++ 4)0)4)4)0) 4)4)0)4)4) N N N 4) N M M M H W M N IP LO N d' W M N N M N H O M C0 N O) LO MCO CON OO . . . . . ••••• . . . . . . . . NNNHN N M H N M H M W M N 2.61e+002 9.87e+004 O H H H H rON N N N N N N M M N 0 00000 00000 00000 0 0 00000 00000 00000 O 4)4)0)4)0,) N 4) N 41 4) N 0 U) 1) N 4) O LO N M M N 00000 00000 0 H M iO W W O ONO dr M 001000 M N N N N NNNHN C H H H 1P 3 O 1) 0) 0 1) 0 1) W W W N N N 0 N W N CCCCC 0000@ C C C C N N 4) rd Id0)1150 rd rd NCC rd NNNC -.i C QI4) 4) 4) l) v X X Id Id X N O N N > N O 7 7 C C C 1) W X i) N C H C H Id C -1..0[12 0)0 0x,4 0)0. .0000>, 1) 0 a01 ¢.p, p,I OXN OmcA>C x P. IW - C m C � C O ri 11 x H > -I I + 0 H U >, N >, .0 W U >, 0.4 0 )) 0 a) H W H 0 .0 aro) L O N E E C DRY GAS STR w • rd .0 01-,1 4-4 '0 fa 0 010 O N O O 101 + WHO NW H 1) Si • •• N rd J ro ro N • W P, W 3 4) N O 1) N E ww U— C 11 roA rd H OH a -- C C O 0> 0—" a) C 1) 0 0 O U O M N C dr M M M M N H N N N N N H H O H 00000 00000 00000 00000 00000 00000 00000 00000 + + + + + + + + + + + + + + + + + + + + 4)00)4)4) 00)0)0)0) a) 0 0) 03 11 00)4)0)0 N Ol W N N N Ol OI H N O LO N If) W O MIP Or 0 W C W W MM H H O M CI O N Ol If) Ol H O\ M d" ..... ..... ..... ..... HM NL H NNNHN N MHN M H M dr M H 2.57e+002 9.85e+004 010-4-10 O H H H H M N N rl N N O1 N Cr rn N O 00000 00000 00000 00000 0 o 00000 00000 00000 00000 I + I + + + O r r I r r O 0000 N N N N 1) @0)0)0)4) N N N N N N O OH WWNM M W WHNMNM W W W 0 Mr—OJOO H M OJ N H N o N W �O r+ • l0 W M RI • �O l0 W • O• • O• d• • 01 • • • M l • • N H H W W M N N N N CD N N N N M W H .p N N N C N N N N N 0 N N N N N W N N N 0 W W W v'U O C C COCCC OCCWW CCCCW N ♦) .IOM mmrtroro Cf00000 MCC ri C Id X O .0 .0 1:44J0.0.0 .0 X X Id Id XNONW > 1) • O1NW $4_p 00 WZ.GWCJ .NC WOW>1 N 0 W-r+Z CLO I P4W a1 0x1) 0 P EAX Z O. Z WCO1 OOre Z H H E C H W C H U SA U >, + 0 AH >, U A 0 i4) • co U H U ♦) H W H rd U 0 .0 a) 4) 0 N H 3 LEAN GLYCOL. STREAM w ME 'O M 00 00 •N O+ LOW 01 N v 0 m 00 m rt v P 3 E O v H E OO 0 3 U – J-) C W C 0 a 0 U M H O N O \0 r CO CO M M M M N N N H H O rl O H O O H H H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ++ I i I 1 1 1 1 1 !MI I I+ I + I 004)00 00000 00000 00000 0® tri M N N O 01 0 C If) 01 N N r in N al O) M H H H C H M M r1 N O lO L() LD W) N M h M al 1.11 CO CO 10 N CO N IL LD CO C M M N CO O) O) 01 r -I LLD CO H H H M H N H Ifl H OHC W CO 01 01 01 C d1 Lf) C M C C M M N M N N 0 0 H H H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ++ I 1 1 I IIII I I 1 II/II I I 0 0 0 0 0 0 0 0 0 0 00000 0 0 0 0 0 04) 41 0 co l0 D) C 0-- 01 r Ol H H co co N co O co O) O) C co N 01 CO lfl M H O N N H N t0 O1 10 I' -- St, H CO N N N 01 H H Ol N r L.0 N N N N M H H C M C 01 M N C H U' H W C W 4)0000 0000(0 0 0 0 Wm 410'00g CCCCC CCCCO QPCCCC 00 HU-H01W roWWldro iWiOC CWOWW CH (d X O .G C P4-04-1-1-1 4J L X X ro 0 X N O N W> Z OH1J UO7CC CCOOX of WCHC H ✓ W W H A P1 0 00410 PISJ W O W ›-.0 q•• -1E a 0 1 At a 441 Ox W OWHA XM Z W C 0 L O C ri x H H C H H C 0 >. W >r .0 co A0 UUU H W U 0 0 >1 U 4) 0 100.00 4.21e+003 N C W C O O U N 0 0 H w F tn a 6 2 a 0 u N u 0 u H 01— S-• 'H A NA O H a - W C 0 0)-H EC 'a aux U U OO O CI O• - O ki C Ha) 0 0 m 0 rox a ro 0./ m 4-/ 1.1 ro H N H 0 a E CO P CO 3 W E W O H W H H 0 H a G M M N r f H H l l r l 0 0 0 Or -1000 0 0 0 r -1 O r l O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + L + + + + + + + I + + + + + + + + + + W W O W 0 0 0 0 0 0 0 0 0 0 0 00000 00 If)ONMO OCC01 N l()N0)1f)N N C H 0)M 0 C H H N N N H C N N O (D0)WNW M N r O H C )O CHHMCO NHNwO M NNHNN MCr-NN H C H OHM O H H H H N N M N N N N H H H N H H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 00000 00000 00000 00000 0 O ++ I I + I I I II 1 0 0 0 0 0 0 0 0 0 0 00000 0.10Q)WO CO Lf) M C M Ol N r H l0 M 01 Co in lD O O M co r C' C NChN O) \ONHCIL N 0)LOH CO Ort r ulr HO M N N r H C M H H l0 lf1 LLD M LO Lfl CO H H C C rn H O H W C O 00000 0000(0 (004)00 N N 11113•01.)g C C C C C 00000 00000 WO H nIXOO.CC APlUUUU UUXXro MX N7 N W> S OUK W k4W 0 00M40 04 ..0 000 >,N 121, -IX a 0 G 0 a • p OM 0 0 W F A XX O H H C 0 >. 0 >. .0 0 AU U U ro-I GU 1 Ld 0 >, U L W 0) 4.47e+003 O O 0 0 H CO Cf W O E 0 U H+ 0 Fi FLASH TANK OFF GAS STREAM 0)-- 0 1.1C •r1 ro MA O r+ a�- • 010 U H+ 0 0 0 > w • M A m•ri 4-I TIa w N O O M C o r O W 0 C o I + 0 tnw W a H In E Lia 0 N W 1-1 0 W M W M N O W CO a m 3 C) O H a w H HHHH H0000 H0000 OHOHH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + I + + + + + + + 1 + + + + + 1 + 1 1 014)014101 010101010) 010)41010) 0101010101 H HONM lfl Ol o Ill (1-• tcH 111NHH W .01 HN Hi O Mr tOtONr- MN r -1N 01otOOlO ••••• ••••• ..... HM W N HC11f)NN HHHNN Hi O1H H01 H O Hi H H 0 0 0 rl r1 N H H Hi H+ ri rt Hi N N 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1+1++ +++/ I !MI I I 1 I I I I 01010010) 01010)010 @010)0141 4100)0101 If1t00MH tO M 311 CO (j) ID W W ?JD tON HHr Co r tic If)N d1 d1 t0 (1-N r11/40M O1r N d1 If) MM Hir ri Crl riLC) C MNNMM NHi N NtO $401C010) 0101010)0) W W W W N 010)11111)C0 0) It W C C CCCCC C C C W W C C C C W 4.1 .N m M M N M id M M 1C MMC C 16 W W W C M X O A A a 4.1 0 .0 y U X X M M X N N W 3a0Ow HA�W0 0x4Wa .444)O0>, Q0r+E at I as a1 OW Om[A>< Z W C O 1 0 C rI x H H O H H ID C U >1 W >, .0 A U U ar 1-1 0i 0 1.1 -I W M 0 >1 o .a a1 W E C8+ Heavies 1.55e+002 O O O 0 N C W C 0 E 0 U r+ M f1 0 K GLYCOL STREAM H a w U o\o 0 O V" w me W p b b 0 0 C 0 o W • 0 + o + 0 1 W a • CPI 0 m 0 • U F- 01 N•• 7 W L M M S) a W E O Wr1 H W M N O M H H H R H ri Hr -11-10H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + I I I I + O 00104) 010104101 00100 If) Ol W 01 0 W 0 CO r N C H •11 H O1 Hi 0 0 0 0ll0 01 1f1 W N CO N CO If) .... ..... ••••• • Hi Hi M r lO W C w M M H M r1 V1 Hi O N 1f1 N N N N N M M M M N N O O O o O 0 0 0 0 0 0 to O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + I 1 I W W W W W W W 0 0 W W W W W H M Ol r M Ul 1O 1.0 01 N rl r I N 10 N C1 H W N O O 1f) t0 01 CO O) O) H . . . . . 01 N N r rl HI N ti H1 W WI N W M Hi U' SI W C W W W W W W W W W W W W W10 W C C C C C C C C C C W H 3-1 M.0 X lOO.0 cd UJ 0rt 30.0N W HAW 0 001 ICi x.C0 a•H00 1 a 0. a l Ox Z COC0 0[r, C H CO C r -i 0 SI o H U x A >, 04 U IJ M 0 U 000 H O HO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + 0 0 0 0 0 0 H O H Ol M w M M co W co O M CO H N lO H N H M 4.31e+003 N N H H N HN O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 rl W W H I(1 r H o Ol I11 M r H co M lD H d' cN rn CO O 0 0 0 0 W W W O C C C 0 0 0 u O • X N a N W> Cl .0 0 0 H 0 H 16 0 W 04,0 01 FA X 0. M 04 U >1 + 0 >1 •C co 0 H W U H >1 N a 0 W H E FLASH GAS EMISSIONS it -HA roR ri • w Hi 01 0 0 > W U U ,H 0 Q A 0 • 0 W .H - O JJ III W W O M 0 0 0 + U •• 0 o 0 E N 01 0 • 0 U O 10 O O A .r1 u I44 •. WI„ O EW IJ N r O 00 N SJ 3 a a O 01 H O 0 O W U U N N H O O H H H H H M N H H H N N N M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 }+ I++ I I I I I I I I I I 11 1 I I 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 H0 W N w W 0NM 01 VI 1.0 141H1,141C W O NOo NM CO MH NLOHOH r II/0001 N d 1 M W H l O N N H H W kw LOH H 01 d 1 CO Ill l N HHNOH NNNMM d1MMMM MMMd1d1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00000 00000 00000 + + I+ 1 I I I I I IIIII 11111 O 010100) 0 0 0 0 0 00000 0 0 0 0 0 HLI/ N d101 NOOI0 CO NNNOI W 01 CO H100 HrrOM MrOILO d' H HOOw 0M1001H 10 Md1 H H W Hr w Ol MM If1 11 11 NMHOl N O G 0 0 0 0 0 0 0 0 0 0 110 W 0 0 0 0 0 0)1100101 CCCCC 010101001 444010 .JrHtIC)ro mmNm01 ro 0r00101 (000001 0X04.4 11411 a a u JJ X X N (0 X N 7 N W 304JNW 4A a011NN 0 010x40 AI A NOW>1 O ZE a 00i 10ia1 O C1 OZx (4HA X O H >. U0 C U 00 u .01 41 0 C8+ Heavies 100.00 6.75e+002 W a C 0 0 O E 0 U N J 0 H REGENERATOR OVERHEADS STRE H UH O O O > U G. N .0 O •H W 11 SL W a O O M (: O r OO C N d1 + 0 H H W a N H N 0 H W H O M H H 0 0 0 0 0 0 0 0 0 0 } } 1 1 I 010010101 0 CO 01 0 CO VD 0 0 01 W d H M r 10 H H H 0 0 0 0 0 0 v 01 01 0WN 01 LI) CO W d110 H H M O H H H H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ▪ 11+ I I I W 0 W W W 0 0) 0 H N r IO N TY. N H O w d' to W M d N co N r'1 H W w N rl Sr W C W O 0 11 0.O 0 C +-1 . ,H 0l N N N N N N X O -C-C0u • 0 S. u O 0 01 -0co0 W NA PO H W q z E a 0 1 2 W [ H 0 A N V HH H H O H O O O H O rl 0 0 0 0 0 0 0 0 0 0 0 0 00 00000 00000 l l I + l + + + + + WOE) 4)4)04)4) 4)4)00W N U] O co M O m O m m rV co for NIS dI h N NdI 0- CO H mm HMrl W H NHHHH HH N H H H H H O O H O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + l + W N 0 W W W U) W U) N N N Mm Mo)mHN M OCM CO m l0 m m m N o m In co m C H H Ul H m H C co N M m m W W W W W CO W W W W W U1 G C G C G a) W 0 0 0 0 Q4) @@@ 0 0 (44)00)0 tea) +-1XX0@ XNQNW 0 0 0 W W X W 0 H G H W W W x.0 W a .0 W O (11 J. o°' Cl'0 a) OroEl.0 Hri G U ?W i. .0 U A 0 a) u AO > W x l -i 0 100.00 9.83e+001 )J C W G 0 E 0 U @ 1) 0 H CONDENSER PRODUCED WATER STREAM E a a •0 G 0 I 0 N W a H N E CO 0 U w W G W (I J4 @ @ 0)a W a3 E o W H H w N 0 0 N N l0 C H m m m ..... ..... N H H O O H0•1100 N N N H N O m H[0 m M HMIS NN W LO LO NN to LD d'NIf L0 NN MM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + I I i I I I I i I i i i l l l l l 00000 031.)000 04)04)4) 4)4)4)0)0) H I --M ON MD Ill lONN HNNMN CO mm W M I N LO 1.0 N O N HID dI O CO 01 H O M d' I0 IO \D 'HHl0 HNHMHHO\ dNNH mrl HH<fIM H MIS VI dI aIN W NN NN dILI) Lf) dI NNMM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + l i l a i I l I I l I I i l II I I I 4)4)4)0)4) 00.10)00 0 0 U) W W 4)0)4)00) m HmOM OMhMm NOW t� N M OON10m m O 10 h N .11 N H tit N CO H t D Ill M H M Li, O N m .01 M H H N l D H M M l0 NMN N N M m H CO P1)000 4)4)4)4)4) 04)00W 4)0000 W'0a)00 0 0 0 0 0 0004)0 00000 J -.1 p) @ @ It @ CO @ @ 4(4(000 (00)4)00 N X O 4. A P444-4-14- .tJ X X@@ X N 'M N W 0 NWN N NN a) W 0) A re x .4 a .0 0 T Q"xZ a O I o a O G Oxy O) FA 'C O H H G 0 >, W >, .0 A U U ASA 4-) H 0) 0 U> U .0 i) W E 0 0 0 0 0 H 100.00 4.41e+001 Components m a.) 0 H CONDENSER RECOVERED OIL STREAM IL O E W a t O N O 0• 0 0 l N W H CO OD W 0 .) ? W +l @ 0 @ 0 a W 3 E W + (-w 0]— G '0 F Ind A O H U - 0 L O 3 U Component N N U] O o O O O O l l l WlID 10 W m H H N N H N N Ifl 0 0 0 0 0 0 W 0 W N m N in Ol N Li a) C W 'V y @ X G 0 0 rl 2 C 0 A ro U N W c 16 M M N N N N H N H H H H O O H O H 0 0 00000 00000 00000 00 00000 00000 00000 1 1 1 1 1 1 +++++ W 4) W Q) N W W W W W W W W W W W W M C I al M M N N l D c 1 n O H t- o m t 0 \D M d' H Ol H M H t- CO CO Cl Ol Ol M 'O H Ht` V arO n1 c r.N ri OD Hmn1Hr+ M N H H H H H H H O H O O H H O H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 + 1 + + + + + + W W W W W W W W W W W W W W W W W 30 N CO CO m Ol M 01 l0 1I) 0 CO l0 N dl t r NG) H O O M in O 1fl o l� M H O \0 M m IH HHNNM HdINT1IN tf1HOIVN W W W W W W W W W W W CO W W W W CO C C C CCC C C C C W W C CCC W ro N ro m W rcl rd M ro M C C 16 W W W C 11)1AJ 04 .0 CNNX✓ G)CrN7N-ICH Ew w Qwl Q.PII p41 0Z W OwEAX H F W C H F O p 0 >. H U >1 W T .0 T U.0 0 U 0 AO >, W 4 1) W 3.82e+001 co 0 0 0 Total Components .H U o O U — 1J O O N F O MO W 0 F O N + 0 H H N E M 0 FV •U H N N W N LI z ❑ •• v p 1)WU 44 W CLW 3 O) E W O Z W H rl W F P4 W a z 0 U O O M H H .-I H H H H N H nI H H rl O O rl H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ++ 1 1 l 1 1 1 1 1 1 1 1 1 1 I++ I I W W W W C) W W W W W W W W W W W W W W W N N CO Ol O If) N CO H 0 o d1 1I1 o M I"- N 1f1 01 CO CO O 0 m 30 ‘11 H O t C co O ..ii O l O N 311 M M O HH Mt -10 mClONN t-- Nl)N dl mNMH CO H O N H O 0000H H O O H O O O H H O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + 1 + + + + + + I 1 1 + 1 + + + + I + W W W W W W W W W W W W W W W W W N W N m t- l0 N N N N H CO t O O H CT 30 N l- 1 f) 1-- 03 01 01 H 3:31 01 U l 0 0 0 N N CO N LO H C' N 0 N H Nl0 MHl0 1I)N MH OI MION OIH NOIHMN N W C W O W W WWW WWW W W WWWWW W'O W C C CCCCC C C C W W C C C C W X 4J X X K N 7 wI O.0 4 (trawl,0 0 :,) roro N 3 H 4J W W A 0.71 W W W M A WW W P .0 W O W T O Z'I£ w N I OP04 a O C 0X WW 0041' AX C H U) F H U H 0 >. O U U .F U 4-) A U U r1 W N 0 o U W z 1.60e+001 0 0 0 0 Components 0 F COMBUSTION DEVICE OFF GAS w • ro W W 0 0 0 N 0 vl oH H W p 'v ro s, O • 7 W W p W E W W F. 4.16e+000 scfh Flow Rate: CI C N b NA O ri a .theH U H O V=' Component N N N N N N NMN N N N N H H M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I I I N N N N N (1)00)00) N N N N N O N CO MfI IOON M ifI N CN C lO .0 OI Ol O'1 N 0 O 0 O Olt -1010N C O R N \O Ol O l0 . . . . . . M MCN M H H M H M H NCH H lO C M 1-1,1000 OOHOO 000,1H H O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + 1 + + + + + + + I + I (11011)00 00000 00000 000 0 M l0 N H N r- co Ol M M 11 N W NNNNN h Lf) 00 C NN CO 1,l0 01 C01 N H CO M C H H 111 H M H H M H H N M H 00000 00000 UI N O O O O tO N 00000 00000 N N C C C 000 N rt 10 rt N rt rt O N O C C 10 0 O O C N 4,a1:144-11-1 4J 1J 11 X X ftl O X N N0)? Lf >J O 7 7 CCCOW X .1J N CH C 1H rt O N }l A W V O O t .0 O 04 .0 O O N >. O X ClO I 0404041 0 X OOGgH .0>SX H UJ C C U li x U >r + H U >+ N >. .0 CO U U 1-+ fi W 0 >+ O H O 0 l0 0 0 O O H Total Components U z CID H F.. o 00 o E- a a O C7 z� m U EXTENDED NATURAL GAS ANALYSIS (*DHA) H N N F 4 N rr %1 Ci e in H W O a Q H. O -Q a >-i a d 6 V Nm 2 x a LL Q t o U 14 ual WW a L U 2 H NNa O cian4 a 4 <o •.. Hr(A.. ozza �A[°cc:71 F H6ZUZQC:) Ei 0 0 Q E�Wi.,1 W. aa, UU<a. z* v, cni, 00 m a 1/40 at 4 N 0 COMPONENT co m %0 7 O O N N 7 t O N N m co N N O O O O 0 0 7 0 N 0 N o0 7 EliA°4?-e:ittQ M O\ N N O N 0 0 0 666 0 0 0\D V1 0o N M N N N d N O O O N Vt M a N N O r O O O O M N M N N N — O -� V1 O N `O O+ u) N -- N m m N 7 0 O O oo O N N \O `D 'O oo 0 N O O O `D V') oq m N N N N 7 0 0 0 O ee oo m 0 0 0 0 0 00 z 0 `� a Ww4 114 z W 7 H < 2vi S dz,asOxHH xowWW Wwa°'a =xoz°a.zz. x a'cn utu"7c Ncc Lc cc O 7 oo. O ti O0 h oo O O A A G C in m N N 0 N O O m 7 Cr, N O N 'D P O O U U V U A A - -2 C C p b kn T ON oo m N m - vi O O 2 4,o 7 r- vi O N a 2 O 7 rl 0 0— N N w R j U a O F h a. Q. Ud v IL' ti w sL, g xUaHQa3aQ>m = cc F- 't LLI Hwp3cCn Qv Fa, o z i wwaoawaao tie zZOOZO`a0 �co Lc e OhO O. 0 0 m w O C j 0 3 U x O OHLs. E., a m 0 V- a o0 7 co a a 2 0 0 o S o o `-' o f Q 0 0 0 0 O rn d H a i t --- 3 3 �? O V1 ,n - - , a 3 L S O O O O O `' x K C466666 o 0 0 0 o q ,',5 z z n x LL, u ocot a o v VC a. C5 a ¢ 2 O ¢ W L0 Z x Z 0 al � 2 n 2 O E, i tx- , Q W W W `n p� e o 4 s Lii c ,-.9", aW Q ci C Nr Q WF�Qi W'o Foo COrtil H X H = x E & P /GlyCalc Information r r O O O O N N N >4 >4 co >-i>.._J g Q Q < CU z CC Q W a. 0 UU 41 a 0o w oU Q ° oa N p s a U {1a U �o O Z Z U Q r a # w n A *Z5 U Q a p O OO U Q a0U4aW.JZ SPOT; NO PROBE O U S g S N/1 N- M V N -N O r O M-N+`OG en ^ 0 0 co 0 0 0 N 0 0 0 cn O M t-: N N .. O O O O O O O O O O O O O S o ao o 0 co N corcin r N N N o N O O O Oyy O O Vl O~ 0 M triO S O O O S O O o O� cc; O O o 0 0d 0 0 0 06 0 0d 0 0 0 r en 0 0 O o C' CO N O0 0 0 O o O 0 0 O O S 0 0 c 0 c 0 a a 0X CT N U U U A X U G N > eS) oz x7 ON L 7p pTR . O 9 L 4 P 7 75 �TJv, J 69 O L i. CO X E NT. b v.O pA O— T UZZUzw a" y cUOZ'5 ri W F w X U h 0 F U EXTENDED NATURAL GAS ANALYSIS (*DHA) r- 0 0 N a 2 Q (0.'f o 2 0 0 U H cc ..a tow o o - N GG O W z H W z d 2 0 v 0 z z 0 0 O U M 10 t— t— O In n- 0 b T in d' O tto h N )O oo oo N N —. O n O v) C N U O Vt N N 10 to .N-� CN N0 O Q\ O N O O N O V O N -- O O O h N N 7 0 0 0 N O g O N N 0 0 0 0 0 0 0 0 0 0 0 0^ O^ 0 0 M 0) N N 0 O O 0 0 0 0 0 0 0 0010 0 0 0 0 0 0 0 0 0 0 0 0 Co O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 C O O (— O r tn c0 m M m Q) vl V O oo kn N W co t` N — O Y e) tee �O 0o O N N N O. O O+ ^ O N O O — O V —— O — O C cc N 0 ONO 0 0 N N 0 0 0 0 0 O— 0 0 0 0 0 0 — _ - MNNO OOOOO OOOOOOOOOOOOOOOO C_ N066666666066O06666OO6066066Oc O O 0 o o N Vii _ M 7 N N O 0 N 0 0 O N ti t<1 Okr1 rel CO -L 0 0 0 0 N O O O O O O O O O O 0 0 0 0 tri t` m t` N ri O^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O v O N 1O 0' 'O N N M vl co N 'D N ti^^ N N N en p 0 O N V N O i M^ �n V— O—— 0 0 0 CO 0 N N �O tO `O 0 N 0 0 0 b en N O N 0 O O M 0 0 ^ 0 0 0 0 N 0 n- O O O O O^ `O tetten oo M r N O N N O O O O O O O O O O O O 0 0 0 0 Co0 0 0 0 0 O 0 0 0 0 0^ M W M 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O C O O co a�wON 0 Z N r- -10-22 ��wDZ'D''`Dn.NZ<AA(AZAZAZNZd W Z z z z Z a a a < w WW {{W�cc��t WW < F- H. H ((6-..zw 00 0 • Oa zZ 0. F Z F¢F W IdHI } Z za<< wwa upp,• p�wFF a0aY. � "a o r»C- Y.H.'L' xawro Ou30 6Z¢CF:, 2• Hz2O2F�C r��'F.,a �FFAfa�AaAx�-,,, W R.' X a, O H a A 0. W A U A W W x A H A M LU A U W A A W M M F N N F A y F 1W+ H P? C+" N H W a N W M ,Y 2 en U F' W H U "Ca N I— Z x O Z U G W M 4L Z N r: z N U N N M Z N 2 N N W M U N N^ M -: ^ M^ Z— 2 N W to 00 a W • U � COMPONENT 0 0 0000co 0 0 0 0 0 0 0 00 0 0000000000 00 000000000 00 0 2 0 0oo8888888888088888000000 66666606666666666666o06666 d d d o d d d d o 6 o d o 0 0 0 0 0 0 o 6 0 0 0 0 Un O O N 0 0000000G\ 0 0 nn 0 0 0 0 0 0 0 N O O 8 O O 8 O O O 00,0000 -y0 -0000C O 8 0 O O 0-- O O C C 00000000000000000 00000000000000000000000000 00 C 0 666666666666666666666666666666666666 0 6 0 0 0 0 0 0 0 O O O O O O b 0 0 NN 0000 -NO -.00000 0 0 0 0 0 0 0 0 0 0co 0 0 0 0 0 0 0 000-,00--, 00 0 000000000 00O0 000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 O O ,n -.0d" -000N O N 0 0 O O 0 O 0 O M 0 0 0 0 0 0 N N 0 00c> O 0 0000-.000000000000000000000000000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 00 O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 oo�zoyoQ w oyo...... 000z°�°,z°..°°ZzzZzzaz°`O.`2 °.`ZZQ�Q QrnrnrnrnrnzQ�7 iQ026 Q6 z z z W z z z [-. 6 w W W W W W W Z W ZWZZZZ z Q >"� >.. 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N. too • • L V O V 7 0 0 O HH LI N 0 0 0 0 0 0 N 01rnNnNNn VO HO aLnMWlDN 010 •rN yr Lnrc101H(.0 •0 l.1 W rn0n•1V0 01"1 HLn N n V M H H CON • LD LO •V N 0 0 LD rN 01H H CO H E&P TANK rtes LL L Ur to Q r- cd r0 ro D VI•r •r b UI V Co muga O 11 r O H O m H a rtv T alr >. M .0 riH' •LL N ++ O>•rHO I., ✓ V) 6 � 01 ro a o C N N E C L dl al C C L t6• r L7r' 70l aI CO1 r Co r U V F Lu > C N 010HN H H N N N L it Ln.00.N 3+Jvrt3> �mIL7 Oa CC al rn m a N N O V N Lfl 0 Spec. Gravity @ 100F m a) 01 ro a ( ) }. \ ;){§\ CO awl/; .. z0O§E§ q[E 66000 §)k d<0 -Fc rEVII0 (/{(#/ § )))}\! t\\) $ !\§\()\§)2!§ ° ®! §§/§§\/)2§\ )§§\§§)ƒ§)/ 28 2 0 \ EPOS§§§\\& §§§E2\§<!)'H | '1;4- cc w) ) ! 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N T W N N N(�oSmvio (584202 U1-NUFF'.a,:Z ( a N ZU2 a 1zN az N4UN 0,Z N2NNm.m UNN�M�� 0,N Z'2N N N-CSNN1-N.-N b 6 _ (7 NmmN N.- z N _ (v e-00 W NNW W in f, CO0 h 1�--0 mNr W mN mmh n 000 I, 01 mh0 �m 0Wr mR 8a8RW88 g8a8roP8,8'� §5`9§§§8`g4M8(4 F$RR8"o om Nm m. -o v o 0 0r m o 0 O o O O O O O O o O C N O G O 0 0 0 0 0 0 G O o li O C C O G G G O G r N N r 6 of N r 4 C O C O o • LO 0001 Nm O�OQ o(7O �n', �(?CD01llOO tOS O V00�00N0(�1 lO O1NN n fO NI�JNN OO O O O O O O O O O O O N O O o 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0O 0 0 G .- N 0 r 0 [h N r 0 0 0 0 0 8 O 8 m O m 0 0 pp m 0 mm 3 (0,-74 vVWryN g 0 N 0QW NN O W Nm WyCO m CO CO 0 7(Drympp N0& 0 0 :4E4,7)8O �Q 8O2888 OrqZ2808 82O881^prm0 V, 8 OOOOOOO000O6.00O6OOOO6OONO666666OOOr{hrH4HpO00000O 000capWmmm NO T P 0 C10m T Co 0) m Cl tV 01m W 0000q OOOOr r NM NN nmQ 2Z0ZOZ000<z<<00rn20mZZ<ZC¢2==Z_¢L=nCDADOOOOOOOO Z w WW w wZQ W ¢ZZ Z2 W 2 JJD(( X x = 6 x X z ww w .��_a_ O IIJJ O_ a x=zOz www iwww 0 Oww w 00 QXW wzzZ OZ ZZ >' �ZZy (ay17W W Z W W w• y y iyil UJ 0 Z 0 i X A a d FI Z Z O- WZZ W T W W 2 0 Z N Q Z= 4 w a w= (g,1 3 JJ>>>2S=SwWmm24Q=QQw>Wa' N 008WgN8 Z 0 0 WWy Wf//N rsww �xxxNE -zzwo¢w c wz0 WwU>xx(52x]=dzwzaz'y"Wcao<ca)6W �����wwwmow32m3i ¢w>3¢ ��Eaw>3�3W3aaogWowp o) 00gg Ec26 g�� Elf t-2>0gzq a2 -20°- 2 0 2 a OOO Da¢¢ chic,,_ N = d 6 ch F. o c,bdwf�w2���m�z �*a add �,a�5T z4z?z0¢ w w • Nr' NwNN C!~--, CJ ON :(4)CS%•-1-7Z 1 _ NNZMZMf)7ZJZJOF 1-a.S i Z W a 0 o .0) Q!. 3 < 0\ $ -0 � LL m ¢. z. 42 c : i C 0 2� U 0. .C: . � C t 0 a 0. = ..U) Table D-1 Bailey CS Source Descriptions Source Description 3665HP CATERPILLAR G3612TALE W/OC - -------- -- 3665HP CATERPILLAR G3612TALE W/OC 1680HP WAUKESHA 7044G5I W/CAT 1680HP WAUKESHA 7044G5I W/ CAT 3665HP CATERPILLAR G3612TALE W/OC 3665HP CATERPILLAR G3612TALE W/OC 3665HP CATERPILLAR G3612TALE W/OC 1340HP CATERPILLAR 3516TALE W/OC FACILITY FLARE 1.0 MMBTU/HR REBOILER 0.50 MMBTU/HR REBOILER 0.50 MMBTU/HR REBOILER 0.50 MMBTU/HR REBOILER 0.50 MMBTU/HR TANK HEATER 0.50 MMBTU/HR TANK HEATER 0.50 MMBTU/HR TANK HEATER 0.50 MMBTU/HR TANK HEATER 0.50 MMBTU/HR TANK HEATER 0.50 MMBTU/HR TANK HEATER Model ID r 3 zzzz N 5 CO 5 w 7C 5 w ENG05 MD 5 z ENG07 r z � w r o Q N 0 Q CO 0 r Q o Q H z h TNK02 TNK03 TNK04 TNK05 TNK06 019'0 90'£ 1S9 01'9 £0'H00'9 £0-396'9 9081 V819L£17 9LSZLZ £0>INL 019'0 90'£ 1T19 01'9 £0-300'S £0-396'9 9081 6819La PLSZLZ ZO>INI 019'0 90'£ 1'1fi9 01'9 £0-H00'9 E0-396'9 S08I 9619LEI 3L91L3 IOXN.L 019'0 I0'0 O'IIS LS'b £0-300'9 £0-396'9 9081 6119L£1t 1891ZZ 1i0AHa 019'0 10'0 0'118 LS17 £0-300'9 £0-396'9 S081 LZI9L£fi L893LZ OAHU 019'0 10'0 0'118 L9'P 20-H00'9 £0-396'9 9081 8£I9L£b 169ZLZ ZOLHQ 019'0 90'0 0'118 L917 Z0-300'1 30-361'1 9081 Lb[9L91' 869ZLZ tom-la 688'0 6VI 8'018 19'L 10-32Z'S [0-3397 9081 0£Z9L£15 3993L3 321t/13 90110 83'29 Z'0£L 39'L 30-380'L 10-369'9 9081 £609L£17 L993L3 I0N3O 19L'0 90'93 6'93L 6171 I0-3997 I0-321'L 5081 %L19L£fi ZL9ZLZ L0ON3 19t0 90'91 6'93L 6171 10-3957 10-32["L 9081 9819L217 3993L3 90ON31 19L'0 90'93 6'93L 61'11 10-3997 10-3£I'L 9081 L619L217 1993L3 90ON3 90110 8V9£ 1'968 39'L 10-310'L [0-310'L 5081 1239L91' 6193L3 h0ON3 SOh'0 81'9£ W968 19'L 10-HIO'L t0-3I0'L 9081 1TZ9La 0193L3 £0ON3 39C0 90'93 6'93L 6171 10-3997 I0-3£1'L 9081 6039L£17 IP9ZLZ 30ON3 39/0 90'93 6'93/ 6171 I0-3997 10-3E1'Z 9081 0339L217 0£93LZ L0ON3 (lu) za;atnela 41x3 isnegxg (s/`u) 6}Iaotan 41x3 }snegx3 (N) azn tiadura j 1snegx3 (Lu) uegvAa13 xae}s (s/wS) suo!sstuz3 OD (s/ux2) suorssluz3 )(ON (Lu) uopenai3 (Lu) A JALLn (U1) x yun QIIaPoPQ szaaamezed aaznos SD Lal1efl z-Q aI4e.I 019'0 S6£ ttt9 01'9 £0-HOO'S £0-dS6'S 5081 69I9L€b Z8SZLZ 90NN.L 0I9'0 SO'£ I'tt9 01'9 £0-HOO'S £0-d56'9 5091 T7LI9L£T7 08SZLZ SONN.I, 019'0 50'5 1171'9 01'9 £0-Ho0'S £0-156'S S08I 6LI9L£17 8LSZLZ IONN.I (tu) Ja;atueiu ;Ixd ;snetjxd (s/u1) kIIaoTaA ;Ixd ;snetjxd (N) azn;nadwai ;snetjxd (w) uopenajd xae;s (s/tut) suolssltud OJ (s/tut) suotssnud XON (w) uopenajd (tu) A pun (tu) X pun GIIaP°IV sia;atuexed aoinoS SJ Aap1eg Z -Q sIc L Table D-3 Cumulative Source Descriptions Source Description UNIT #2 TURBINE UNIT #3 TURBINE UNIT #4 TURBINE 3 NATURAL GAS ENGINES WAUKESHA, 7044 GSI ENGINE RATED AT 1680 HP WAUKESHA, 7044 GSI ENGINE RATED AT 1680 HP WAUKESHA, L7044 ENGINE RATED @ 1,680 HP ASPHALT PRODUCTION NATURAL GAS COMPRESSOR CATERPILLAR G3608TALE RATED @ 2,225 HP CAT, G3612TALE NAT GAS ENG RATED AT 3,235 HP CATERPILLAR, 3616 TALE, CE -05 ENG RATED @ 4705 HP CATERPILLAR, 3616TALE ENGINE RATED AT 4705 HP CATERPILLAR, G3516TALE RATED AT 3,506 HP CATERPILLAR, G3612TALE RA I ED AT 3,506 HP CATERPILLAR, G3612 TALE ENGINE RATED AT 3,506 HP CATERPILLAR G3612TA RATD AT 3,235 HP CATERPILLAR G3512TALE NAT GAS ENG RATED @ 2225 HP CATERPILLAR G3616 TALE NAT GAS ENG RATED @ 4705 HP NAT GAS FIRED CATERPILLAR ICE CATERPILLAR, 3616 TALE ENG RATED @ 4,705 HP JOHN DEERE, DCA 125 USJ GENSET RATED AT 173HP CATERILLAR, G3508 LE ENGINE RATED @ 633 HP GENERAL MOTORS CO, GENSET RATED AT 112 HP CUMMINS ENGINE RATED AT 2.06 MMBTU/HR WAUKESHA, H24GL NAT GAS ENG RATED @ 530 HP NAT GAS FIRED CATERPILLAR ICE Model ID ri N CO Lf)'.D LOOS 8005 ON 0 '-I N CO W U) '0 N W 0 0 S021 S022 S024 S025 N 0 0 0 0 0 0 0 rI t -I rI v --i r1 rt rI '-1 r-1 r -I N N N N O 0 0 O O 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 !� U) U) U) CO U) U) U) U) U) U) U) U) U) U) U) CO U) U) U) Table D-3 Cumulative Source Descriptions 1 Source Description NAT GAS FIRED CATERPILLAR ICE NAT GAS FIRED CATERPILLAR ICE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE Model ID co N O U) SrO N O U) cC O U) rP M O U) N «] O U) m M O U) v,' cn O U) in CC O U) A M O U) n M O CO cO C O U) rn cn O Cr) O o O U) d� 4 O U) C"l O Cr) m d� O CO 4 O U) 14 eN O U) 4 eM O U) N d� O U) co eM O U) rn W O U) o U) O Cr) o 5 O U) N El U) O U) m L O U) LI) O (1) Table D-3 Cumulative Source Descriptions Source Description TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE TANK OPERATION WHILE CONTROLLED BY FLARE CONDENSATE STORAGE TANK DIESEL FIRED Model ID FAaaaU(U)U)aC� L Fo'0 '0 Z9L'0 VZZ 6'11L Z9'L 10-399'9 10-316'9 0981 OIIZL£1' 9££99Z 9LOS 39L'0 1''ZZ 6IZL 39'L 10-399'9 10-316'9 0991 OILZL£1' 999993 9LOS Z9L'0 1'73 6'13L 39'1 10-392'9 10-316'9 0981 01131£1' 99£993 bLOS II1' O 19'19 1''131 1'3'91 10-391'6 IO-30£'3 9081 ££L'L£b 1'9/993 CMS IVO 19'19 1''LZL 1'3'81 10-3027 [0-39L.6 9091 ££11'1£1' 1'8/993 ZLOS Z9L'0 S1''L9 1''LZL 39'1 I0-386.8 10-319'9 9081 ££L1'L£6 1'9/993 HOS 19'0 IS' 81 1''LZL 61'31 I0-HLZ'6 10-332'1' 9091 £CL1'L£1' 1'9/993 OTOS LZ1''0 96'£1 2'11'S 39'/ 10-393'1 To-39/7 £181 9911/21' 919893 6005 91'0'1 1'3'0 3'993 99'2 00+396'8 10-396'8 9391 10/6621' 088992 8003 192'0 81'52 1'1'69 39'1 10-3101 30-361''/ 9LL/ 0111'1£1' 0/0/93 LOOS Z99'0 81'5£ 11768 39'1 LO-3L6Z LO-389'3 ELI 0111'1£1' 0/0/93 9005 /92'0 81'5£ 11768 39'6 I0-388'Z 10-3697 ELI 0111'121' OLOL93 H 9003 396 0 11'61 1''131 1''9 10-332'8 00+31'0/I 8LLI OILPL£1' 060692 1'003 1'1'1''£ 81'I£ 9'09£ 9/'91 10-396/ 00+381'1 1891 S6SLLC1' £0F993 COOS 1'1'1'2 81'19 8'099 9/'91 10-309 00+361''1 1891 96911£1' £01'993 ZOOS 1'1'1''£ 81'I£ 8'09£ 9/'91 10-398'/ 00+308'1 1891 969ZZCV £01'993 LOOS (in) xalaweiu 1.2c3 }sneilx3 (situ) 1polan mg Isnegxg (N) aznaendwai }sneuxg (w) uopenam xae;S (s /w8) suoissiuxj OD (s/Lu) suotsscucg xOI\I (w) uopenalg (m) A vun (w) X Kw QI IapoYV sxa1awefd aazno9 angeinwn 1'-Q awl 19'0 90'9 117,9 1'9 £0-388'8 90-309'2 99/1 981FL£17 L90ZLZ 3205 19'0 90'9 1'17179 1'9 £0-3887 20-321'1 F191 617991217 SFL£LZ 1805 19'0 90'£ i'b179 1'9 £0-396'9 £0-317£7 99LI LLSFL£V 6/03/3 009 h1.£'0 V9.917 3'02L 617'9 10-3617 10-332'1 6291 £9/08£17 OISV9Z 6305 902'0 179'917 3'02/ 617'9 10-3617 I0-332'I 6£91 £9108£V O19V93 8ZOS 909'0 17S'917 3'026 617'9 10-361'3 10-332'1 6891 £9/08£V OISV93 LZOS 1712'0 L1'S17 3'02/ 39'1 10-396'1 30-39/'/ 9291 917008217 3/6/93 9305 101'0 16'8/ 1'1768 99'£ 30-3/1'/ 30-3LI'L Z6L1 17IIt/£17 91/9/3 SZOS 101'0 16'8/ 2£8 99'8 I0-308'9 10-32/7 6913 39/69217 588/ZZ FZOS /KO 60'S 8'93L 8I'S 10-3/3'9 10-3/3'9 6913 39/69£17 988LL3 £309 160'0 99'/9 £28 17L'Z 30-3LS8 10-3937 8961 63899£17 1319/3 3309 ILV'0 1919 ITE 39'1 00+319'1 10-391'6 1681 L1791L£V S176393 1309 LS17'O 19'19 ££L 39'1 00+312'1 10-391'6 1681 /1791/£17 5176393 OZOS 39/'0 91'0 17'LZL 1L'9 10-3ZL'8 10-301'9 1681 /1791/£17 S176393 6I09 39/'0 17'ZZ 17'LZL VIZ 10-3£1'17 10-3/67 1681. 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N 1 '.W V n bq_oN ° .Eo r 'OX 7 aN " a NAb•C um O C oyO �yy CwVTC,¢O CO o .«� O p(4-(4--, [ pp ..� 7 0 a.'°° 0.5 y-� 0 0 0O. N 0 ° 2° eTua 4Iow p,E N a) N N vi t N c x P,— f� . O O p g p y p O � • C . a)7 •c i Vo. Vyq3 5 0 'O y) N N 3 U 69 ;12 7y, X .� q W y'a'". >� W C 3 q :�.o0 W ° .° o00T ..y •'42 ... d V y-5 o8O p o v vi g q .04ei W N N 5 pa•G Gyy o U3T o p qp .a q q- N O 61 Vw Vfl 4HYowN•yV vGo, to ,. V V °.>Mqq°w ..1 X V ) ° 6 ti bA U'G O V �+.f•5 Q,vd N CEpCNOV w O Q ..^8 too o° .h) � �,�U O p E C y Q Ni PZ �vO°NO •y 'b :° . �N V>yy •a — ^UW 4 2 GW~tiUNb , N N "a+V •1 ° N pw• ro 0a2 OC qNa) O 41511`18aCq OUoqis y 0 0 1R p ygCy0�,.'°Oq �v° XtVY�atj a' p ^qaVio 'is' 4 yCppy7 p x.4b0 pqq .y 20T1 - •C U G cl) QC .. aUV q N•+CO N N 202. ,+ mo>tCa,, Hp O. 69 Gq l 3 •.--.... C(.41-44° CrHill A 0 wq ,'7qy MI N ' °T�a a) a ..--iC ° al 0 -0 oi N'P,3. y y 4 RO °w oN :° •6) ° q p, P. 'C VQ.3•Cj ° q �0 0 'L 'p GG NF pp V a 0 o y.a O g qwq q bqoD V o to N N "wp T w a N ' ) w v bir.'°°' a5O i)y.,',.z 0. =q b o ti °is F ° T. v n ..ry waC 81.-4,"14.11N 8 $va2 8 8.o '8 sr. 2 sr; .5 aw �a �Q 8 :dobv p'0 s--: aoQ Kt' Ny W k p ao 0 0 rn W§1' E O C °' N a) g.2 ° o 5 a0iaQ " co4/3 o NU 8 m 8 m cg a°.. LL 4 •° y V " C 0' U no V "g a)A v o N a. 7. '° of C 00 8i„ 2 °v a, bO O N V'5 2 0 q,c o o G. w 1,2 2O M •° 0 ° 0 ° ° c a3 °°oa ° '° N $ U o.• p w O j t)p C b C � YO 0 W g N So' a U 0 y q av °. „ o p 00 4 o U .. m U 0E WITNESS WHEREOF, the parties have set their hands on the day and year first written on T. Walker Name: 1-luntin Title: Vice President— Land H z z 0CD U d My Commission Expires: yC ,-"i C ^C to Y t id .O — O N ° C ° W ° yyN 0o cobra°3�o°Q ' -0 NU Tai .=3 a"h ° t• iIl w OO.0 g 3 -. F 12: ti ° •vgtii-: o12�w C vc ti Vi •o 05 C .0 �„ W .d -c) 'b " '0 t :'° Gy:°h U w o"..v3 g C „2 .d •0 •- A 0 .i. o. vi O .:oO Og 0 ot to W. a aG O a .Npi Upa�a2d �.aP NO 0 . 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NH 00 a) co4N 2b' „R 0114 OOW•t,' H 00 O 0 Ww 0 p O •H 20 0 +12 14 2 V 0) 2 01 Z HL H ...I U/ NHI0 WW Cow W>1 C0 C a+1 OC 41.14 V 4-4 -44 V 41.14 0 C2V 000 4101 • H 00 7 U •0100£ W 00 OH fa 41 • q •H•H 004102 d0LOq gay d•H0 dtD•H CH Oto Uill >.0 >.0PP L m> • 0 N 0001 E" 0 4141 > 4Vr1 > 0V•H > 0 2 01 Al 00143 0 d x14 HNL•H 0)�UN ^' oNWHt0 W HW41'-1 p1E a0 44140140 44440440 14440•H 014114 Ha 014 01." 0 Cu-' ECCcoL+1L0 • 7HOLCWL WHN01 W W 00 009014 W 0002 WOV ECO V 0 00 O N A 7 14 E 7 W N k W L H U b'o 7 W C N C9 1T N U N 0 w 0 A >1 O 0 01 4 >. 0 0 m .q H 14 1 O 0. 0 01 41 U0 14400 00._NW00HN cN04440 OA we 'K'0 XW OL 004 041 00.0 044 214 000 04,0 00 401 <00a UULNZ Z'HcN 000 NLH 0 E4240m 140 Wd x001441 1:4001 144) I40.140 FAN C4NC4 WH EXHIBIT "A" im0 uo OD 0 La I15841m C* tNHroHH0 '0u`o CEJ $ 0 $ 0 g—i Ts ca 5 4 9 N ••-I Z N O 4.1 N 'U 0 A0Jwv v4 1J 44 • .1)i -10 i V m N O .. A. .-1 E O C0 a 0Ngrro A 0NroZoA a • E 7o. wC0C J C W J N Y 0. J 0 C O - 0 C .0 I C N b+ U In 00 dCI Hit NcoXNN~0C H H •N ydd NS.°U•al ON O .0RN a w N H '.i N I al •,-.1 O H N •+ H • 0 < J VI C A Z H Li.0uM03 C • '(AP A CJ Cov 0 m >,J 11N z+.-C>,44a4'"m°a i E 34-1 0ya V C 0 O H 40 40 'H b HC113}ooto N -0v 0JW - 4-I W .Crl J'el N CJg8 > a 03 w s C+ edfiU O.3 N) 1. kr N kO'el W 04 -N 3 0'N 0 '.4 N� '� H w •.1 C a• N A A 4 U N N H -.0 U N Z '.1 10 (t1 .>? N J C NMJ ti 03 .0H >40 U 2roJ4JNA awd >EQ . 4) w.OA111 •.i JA fel rowaU�ro�aSi C i a0 i'0s a 7 •4147 -14 k ?C Nw+ rco hi HVN O3HJ14JUO T 37-2 vtNa Y�0k ••r NAW 0isc akNv € 3 C a..N IC 'O N N .4 = 0 La 4-1 y 'y U 'M H T 4 A.o C H C N NIA J i 7 d I o S = a s a N x 0 •° 0 0 1i 0 VyQ tuCOCC .=. }=� N1 y4O'O H..1 JOE t0k 7•C 71tl O� L� F N 'S 2. -19 O.N-IUN WNwZ • 4 IAO C 9i jU yyn C �+'UUNU) N u1 RC WWa.b NSNi2agv H/Nr0N a• =0UN CI a U 01 1 0 X 9 '7 .044.1,• ?. H 00 m .�Q w NN J3W OHO SHyl •p $ 3 w Y . O H w.JC.X• J 0 0 1340 a i o 0.g 4. EaaoEnwkr) JJHz ~ 3 ° H 4)o Ow J 0 J 0 00 J N .1 J r0 31 H r14 C 3 0 9 s� 00 g 2 0 I S El g 014 141 s i a. 101 N . 1S- - a .15 a u A a5 a •- 3 w j Y c N Int m y o ,7 Zs gI•sp 2.273 wG e ?C 9 gj • ref • a EXHIBIT A 0' >.11 0'34 4401W 00 114144010 0>. ro - GHi H 0 CO 044 mil (7 y a.04 u.0 •.r w >. Cl r1 11 .. w 4 4-1C 14 4x14) N N I 4 4-3nI 1/1 0 0 o,,G,' y C3w• >. 0c 1OW4c 010 my in c ro• 4A 14-4 0 °N Cl,f '0 ,..1 '4 N>, X11 CO N co NN "( �0 c ro A o .0 4-1 C Y 4) 0 _ti 1a •-1 N ° . >+ y ° Cl N N G C O 4tn 11 11 N y.1 N +iw G)a tri > rrt 54 H ,yVI w ay NHOO. 40 ro'1'N�p 10i Nw 'r'3 • N 1 C� N� Cb > .--1 c2.10 Uo NW"•'N'1N �G �4 y 0 0 $4 o H 3 ro 1 N >. rt1 C °i 14 2 �i ° „°,i 3 y°j ..a y C1 ro O' >1 4 Uw°, Cr- 3100 409-1g > ,.g vUGWAN NO WN Nw Nb °OG y°H OC )4 04)441) w° 00 p° ro °>' A 4-1 NO0 Uri vAro !1 '0 W N'00 0 vN broN .0 4c F+NNp4C CN N; K^+ 44 >I 0); c>. in we N.OG ro°�t1° NC C'••( C G :� 0 .d '''i I/ ° C1 en co ° W C 'Oro $'0 .tr'� `tl y 0 0 0 O N 10i N C O. 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H 0 0 a 44l H 10 A H H H 0 0 0 0 A 14 •N N A 0 0 H 0f 0 W 01 H 0 t W N O N 0 1 CO a 0. a N W 44) 0 A - >. • rn 01 N e W .,C.1 H 0 a ° a V - a\ .0 W .1 b' H 'O 0 41 H •.1 4) vi CO V a . a" a0i H v 4+ U H 0 0) N 0) 0 In 4) C 0 'O 0+ G • 0) 4 4) a - H W n V' Ia 01 H H >. 1n 0) 0) 0 O 0 > 0 •C 4• co C N 0 0 al H N 0 0' H c 2 •.1 W N C 01 M11 - 44 N 0, 0 au 0' N 01 141 0 10 14 0) O 4.) •.1 4) 0 C 0 H . 4) 4)) 0 H 0 0 0 H - H r1 en i0 4/ .0 0 A 44 V ri 0) H 0 ri 0 a) m N H 0 0 0 0 C CO K 44 0 N en 0 k to N 0 W {q N z 0 0 V Garfield County, records of N rt N H N p: a .c a' zz a .•+ w .0 m U 4 41 44 H Z x"0 c;ft, aa C .4 Apri VJ 0 :P W a Laa f (71 El 0 g� • / /< OZ !] n0 §)§ ]d en ° ]/§ 0o tn NI 3-1111 .L i.I UC,bLai -ILI;] 4 y o I • 2 4. 405 0 9* HIYx % No WARRANTY DEED '47€-ithRN TO: Mail to: I orvonn 4.4 e 1( t o 1 3 r .0 H ? OL T . a F, y0 u 0 0 y d '0 J Wen u .ui u _ n 2 _ C c ^Fdu 0 000 00 _to _ G I': 0' u u a r .� 0 ,.T. N U O u 7 , Ou ( u S • . _ 0.' 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CI F r t t o v, a vF t oo s 3 t 0 u 000 O) P 5 C 3Cc IC s c.f C P L F O C O(0 1 C Z Y �n J N d E o 0 E0 1 L> F C F- O LF o >LO coo g. E E -. J.ui (0 p F£C k 0 CI µ. . t N 44 d WO v�L0p'r¢ ~pal E` 0 Ykt t61,'-'Zr" ; M 0 CC an P 6 j : w v C- 47, - W rt C v • 0 3 w70 Fe = - 37 O 3 H ( C0. V W R j vi: mL F y 9 if p LVa. uO0 4 0 C Va CO Jc zv. CJ_ /3 _..n . a ,.. - u O C 0 r H z • 1 SUBSURFACE STUDY FOR FOUNDATION DESIGN PROPOSED BAILEY COMPRESSOR STATION 2'/: MILES SOUTH OF SILT, 1 MILE EAST OF DRY HOLLOW ROAD GARFIELD COUNTY, COLORADO JOB NO. 107 0687 OCTOBER 31, 2007 PREPARED FOR: WAGON WHEEL CONSULTING, INC. ATTN: JIMMY SMITH 111 EAST 3RD STREET, SUITE 213 RIFLE, COLORADO 81650 PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION - 1 - SITE CONDITIONS - 2 - FIELD EXPLORATION - 2 - SUBSURFACE CONDITIONS - 2 - FOUNDATION BEARING CONDITIONS - 3 - DESIGN RECOMMENDATIONS - 3 - MAT SLAB FOUNDATION - 3 _ NON-STRUCTURAL FLOOR SLABS - 4 - SURFACE DRAINAGE - 5 - LIMITATIONS - 5 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE IA — VICINITY MAP FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 through 6 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS This report presents the results of a subsurface study for the proposed Bailey compressor station to be located about 21/2 miles south of Silt and 1 mile east of Dry Hollow Road in Garfield County, Colorado. The project site is shown on Figures 1 and IA. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Wagon Wheel Consulting, Inc. dated September 6, 2007. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils and bedrock obtained during the field exploration were tested in the laboratory to determine theft classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed compressor station is proposed to consist of six compressors for natural gas production. We understand that two units will be constructed initially with four units planned in the future. The six compressors will be supported on a single slab foundation. The station will be located in a single story, manufactured metal building. We understand that grading for construction ofthe pad and building will involve cuts up to about 12 feet and fills up to about 6 feet depth. Foundation loading conditions are unknown to us but are expected to include shallow footing and mat foundations. When foundation conditions and grading design are available, we should be notified to re- evaluate the recommendations presented in this report. The site was vacant at the time of our field exploration. There is an existing drainage through the central portion of the site. There are drainage ditches along the edges of the property. The ground surface generally slopes moderately down to the north at a grade of about 6%. There is about 14 feet of elevation difference across the proposed development area. Vegetation consists of sagebrush, cactus and scattered grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on September 11, 2007. Five exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a track -mounted CME 55LC/300 drill rig. The borings were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with 1'/8 inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils and hardness of the bedrock. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils below less than about 1/2 foot of topsoil, consist of between about 1 and 4 feet of medium stiff to stiff, slightly clayey to clayey sandy silt overlying weathered and medium hard to hard siltstone/claystone bedrock. Drilling in the bedrock materials with v...Jv uuw. vu ua tan, w.tyvall Lll LJVI133KS 1 411U L. Laboratory testing performed on samples obtained from the borings included natural moisture content, density, Atterberg limits and finer than sand size gradation analyses. Results of swell -consolidation testing performed on relatively undisturbed drive samples of the clay, silt and claystone bedrock are presented on Figures 4 through 6. The clay and claystone samples showed a low to high expansion potential when wetted under a constant light surcharge with swelling pressures between about 3,000 psf and 11,000 psf. The higher expansion potential occurred in the sample of weathered claystone. The silt samples showed low to moderate compressibility under conditions of loading and wetting. The sample from Boring 2 at 2 feet showed a minor collapse potential (settlement under constant load) when wetted. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling and the subsoils and bedrock materials were slightly moist. FOUNDATION BEARING CONDITIONS The subsurface materials encountered at the site possess variable settlement/heave potential when wetted. Surface runoff and pipe leakage are possible sources of water which could cause wetting. The subsurface materials encountered below the silt soils consist of weathered and medium hard to hard siltstone/claystone bedrock. A relatively low risk foundation system with regard to potential movements consists of supporting the lightly loaded building on a mat foundation placed on the undisturbed bedrock or compacted structural fill. DESIGN RECOMMENDATIONS MAT SLAB FOUNDATION Considering the subsurface conditions encountered in the exploratory borings and the vv.labalvv Lt./ 11/4,010L v111411illlldl JUJU IllUVelllellMS. The mat slab foundation should have adequate section and reinforcement to support the building loads and to resist potential movement of the claystone materials. The mat slab can be either conventionally reinforced or post -tensioned to resist movement, depending on the design method or construction procedures selected. When the design method has been selected, we can provide the appropriate subsoil values as needed. The bearing capacity should not exceed about 4,000 psf. The mat slab should be designed to resist differential heave/settlement up to 3 inches. Pipe lines connected to the compressors should be designed to not leak with 3 inches of differential movement. The perimeter edge of the slab should be turned down as needed to provide frost cover of 36 inches or should be protected from frost penetration by rigid foam insulation. The excavation should be graded to the design bearing level, removing the topsoil, any existing fill and loose disturbed soils. The exposed subgrade should be evaluated for settlement/heave potential at the time of construction. Imported structural fill should consist of a relatively well graded granular material, such as 3/ inch road base. The fill should be compacted to at least 100% of the maximum standard Proctor density (ASTM 13698) at a moisture content near optimum. The fill should extend laterally beyond the edge of the slab at least 3 feet. Prior to fill placement the subgrade should be carefully prepared by removing the topsoil and any existing fill, scarifying to a depth of 8 inches, adjusting the moisture content to within 2% of optimum and compacting to 95% of standard Proctor density. An open graded material, such as crushed rock, which could allow water into the subsoils, should not be used as the fill. The structural fill should be tested by a representative of the geotechnical engineer during placement. NON-STRUCTURAL FLOOR SLABS The on-site materials possess a variable settlement/heave potential and there could be some long term slab movement, mainly if the subgrade materials were to become wet. Nonstructural slab -on -grade construction may be used provided precautions are taken to separated from all structural mat/slabs bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Slab reinforcement and control joints should be established by the designer based on experience and the intended slab use. Required fill beneath slabs should consist of an imported relatively well graded granular material. The fill should be spread in thin horizontal lifts, adjusted to at or above optimum moisture content, and compacted to at least 95% of the maximum standard Proctor density. All vegetation, topsoil and loose or disturbed soil should be removed prior to fill placement. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the compressor station has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical mseu upon me Gala ootameu from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECL. INC. Jordy Z. Adamson, Jr., P.E Reviewed by: Daniel E. Hardin, P.E. 5900 N N 5890 N N N N N / 5890 5900 / BORING 1 Y S/5/C =ORI 4 BORING 5920 5930 N i i / lV 5920 / 1. EXISTING DRAINAGE 1 5930 5910 • b! � 7 m SITE a) LL C 0 w - 5920 5915 - 5910 5905 5900 ELEV.= 5904' ELEV.= 5910' ELEV.= 5911' ELEV.= 5915' ELEV.= 5917' / 15/12 /WC=9.8 1 DD=98 / 200-84 29/12 WC=8.6 DD=117 / - 5895 / 50/9 / 5890 /� 50/5 5885 T /� 11/12 WC=9.7 DD=88 2.i 29/12 50/12 WC=3.6 DD=113 50/5 50/2 % 17/12 WC=4.9 DD -106 - 25/6,25/3 50/6,50/5 f$ WC -6.4 , LL=30 P1=15 i /.• 50/1 5920 49/12 5915 27/12 WC=11.6 DD -107 50/3 5910 5905 5900 5895 5890 5885 Elevation - Feet 7 h SILT (ML); sandy, slightly clayey to clayey, scattered gravel, medium stiff to stiff, slightly moist, light brown. SILTSTONE/CLAYSTONE BEDROCK; weathered and medium hard to hard, slightly moist, light brown. Wasatch Formation Relatively undisturbed drive sample; 2 -inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. 15/12 Drive sample blow count; indicates that 15 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. T Practical drilling refusal. NOTES: 1. Exploratory borings were drilled on September 11, 2007 with 4 -inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided and checked by instrument level. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve LL = Liquid Limit (%) PI = Plasticity Index (%) Compression - Expansion % 2 1 0 1 2 3 C 0 2 C (6 a1 a 0 1 2 Dry Density = 98 Sample of: Sandy Silty Clay From: Boring 1 at 2 Y Feet E%[131150� Expansion upon wetting pcf 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 8.6 percent Dry Density = 117 pcf Sample of: Weathered Claystone From: Boring 1 at 4 Feet Expansion upon wetting 0.1 1.0 10 inn Compression Compression °% 0 1 2 3 4 0 1 2 3 4 Dry Density = 88 Sample of: Sandy Clayey Silt From: Boring 2 at 2 Feet pcf p Compression upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 4.9 percent Dry Density = 106 pcf Sample of: Sandy Silt From: Boring 4 at 2 Feet No movement upon wetting n1 n Compression - Expansion % 4 3 2 1 0 1 2 3 4 Dry Density = 107 Sample of: Weathered Claystone From: Boring 5 at 4 Feet pcf Expansion upon wetting n1 0 6 z a 0 U z J _U z 2 W Ow O C7 Q gw0 J m g 0_ LL + 0 0e ce o• a W z 2 U) SOIL OF BEDROCK l Sandy Silty Cla} Weathered Clay, Sandy Clayey Si Weathered Clay: Sandy Silt Claystone Bedro Weathered Clay: UNCONFINED COMPRESSIVE STRENGTH (PS F) ATTERBERG UNITS I EOx w o a 0- V1 ,y E o 30 PERCENT PASSING NO. 200 SIEVE V oo z 0 0 0 0 0 0 _ a o cn GRAVEL (%) I NATURAL DRY DENSITY (P ?)) °ON 0,—- 88 113 o 107 NATURAL MOISTURE CONTENT (%) 00 OR VO o0 N OR VD en rn <t <t 16 `O •.-4 C x w N N N N 0, 71- BAILEY COMPRESSOR STATION (GARFIELD COUNTY, COLORADO) RESULTS OF AN AMBIENT SITE SOUND SURVEY AND ACOUSTICAL ANALYSIS OF A NEW NATURAL GAS GATHERING COMPRESSOR STATION H&K Report No. 2137 H&K Job No. 3954 Date of Report: October 23, 2007 Prepared for: Submitted by: Bill Barrett Corporation 1099 18th Street, Suite 2300 Denver, CO 80202 Paul D. Kiteck, P.E. (primary author) Hoover & Keith Inc. 11391 Meadowglen, Suite D Houston, Texas 77082 Hoover & Keith Inc. Consultants in Acoustics and Noise Control Engineering 11391 Meadowglen, Suite D, Houston, TX 77082 Phone: (281) 496-9876 I SGJUI o vl nlI ...Jul IU JUl vay tx rU,UUJLIt.cII MI IGIyJIJ VI LI IC OCGUUII REPORT SUMMARY flail\ nepui ( IVU. L 101 t I V/LJ1 V / ) This report includes the results of an acoustical analysis of the Bailey Compressor Station, a new natural gas gathering compressor station to be located in Garfield County, Colorado. In addition, the results of an ambient sound survey at the proposed site of the Station (i.e., referred to as "Station" in the report) are included. The purpose of the site ambient sound survey was to locate the noise - sensitive areas (NSAs) and to quantify the existing acoustical environment. The primary purpose of the acoustical analysis is to project the sound contribution of the Station and determine noise control measures to meet applicable sound level requirements. The following table summarizes the measured ambient noise environment around the site of the Station and estimated sound contribution of the Station at the nearby NSAs during operation. Nearby NSAs Distance & Direction of NSA to Site Center Meas'd Ambient Ld Meas'd or Est'd Ambient Ln Est'd A -Wt. Sound Level of Station Station Noise plus Ambient Noise Potential Noise Increase above Ambient Ln NSA #1 1,500 feet (NNW) 40.2 dBA 40.0 dBA 36.6 dBA 41.6 dBA 1.6 dB NSA #2 1,800 feet (SSE) 37.7 dBA 39.8 dBA 34.8 dBA 41.0 dBA 1.2 dB NSA #3 2,100 feet (NE) 33.4 dBA 33.4 dBA* 33.2 dBA 36.3 dBA 2.9 dB *Nighttime ambient sound level at NSA #3 assumed to be similar to the meas'd daytime level at NSA #3. The following table summarizes the estimated sound contribution of the Station at 350 feet from the site center (i.e., area of the Compressor Building, which is the primary area of Station equipment noise) during full load operation of six (6) CAT engine -driven reciprocating compressor units. Location Est'd A -Wt. Level of Station 350 feet north of the Station site center (i.e., anticipated location of Compressor Building) 49.5 dBA 350 feet east of the Station site center (i.e., anticipated location of Compressor Building) 49.3 dBA In summary, the results of the acoustical analysis indicates that if the recommended noise control measures are successfully employed and the equipment meet the recommended noise requirements, the noise attributable to the Bailey Station is estimated to be lower than 55 dBA (daytime) and 50 dBA (nighttime) at 350 feet from the site center, which are the maximum permissible levels specified in the COGCC Rules and Regulations for this type of facility. In addition, the analysis indicates that the noise level at 25 feet from the exterior wall of existing residences nearest to the Station should not exceed 65 dBC. The acoustical assessment also indicates that the "potential noise increase" of the ambient noise level at the nearby NSAs during Station operation should be less than 3 dB. As a result, the noise of the Station may be slightly perceivable by the human ear at the nearby NSAs but should have minimum noise impact on the nearby residences surrounding the Station. r TABLE OF CONTENTS Paae 1.0 INTRODUCTION 1 2.0 DESCRIPTION OF THE SITE AND STATION 1 3.0 SOUND CRITERIA, TYPICAL METRICS AND TERMINOLOGY 2 4.0 MEASUREMENT LOCATIONS AND METHODOLOGY 3 4.1 Sound Measurement Locations 3 4.2 Measurement Equipment and Data Acquisition 3 5.0 MEASUREMENT RESULTS AND OBSERVATIONS 3 6.0 ACOUSTICAL ANALYSIS (COMPRESSOR STATION) 4 6.1 Station Sound Contribution at Nearby NSAs with 6 Permanent Units Operating 5 6.2 Station Sound Contribution at 350 Feet with 6 Permanent Units Operating 5 6.3 Station Sound Contribution if 2 Temporary Units and 4 Permanent Units Operating 6 7.0 NOISE CONTROL MEASURES AND EQUIPMENT NOISE REQUIREMENTS 7 7.1 Building Enclosing the Engines/Compressors 7 7.2 Engine Exhaust System 7-8 7.3 Engine Air Intake System 9 7.4 Aboveground Gas Piping and associated Components 9 7.5 JW/Utility Cooler 9 7.6 Gas Aftercooler 10 7.7 Noise Mitigation for Temporary Compressor Units 10 8.0 SUMMARY AND FINAL COMMENT 10 AIPPENDIX: FIGURES, SOUND DATA, RESULTS OF ANALYSIS, DESCRIPTION OF ANALYSIS METHODOLOGY, SOURCE OF SOUND DATA, COGCC REGULATIONS, TERMINOLOGY 11-31 Figure 1: Area Layout showing the Nearby NSAs and Sound Measurement Positions 12 Figure 2: Conceptual Layout of the Building(s), Equipment and Gas Piping 13 Table A: Measured and Averaged Ambient Daytime Led and Calculated Ldn 14 Table B: Meteorological Conditions during the Ambient Sound Survey Tests 14 Table C: Meas'd Daytime Ambient Sound Levels and O.B. SPLs morning of July 17-18 15 Table D: Meas'd Daytime Ambient Sound Levels and O.B. SPLs afternoon of July 17 15 Table E: Meas'd Daytime Ambient Sound Levels and O.B. SPLs nighttime of July 17 15 Description of the Analysis Methodology and Source of Data 16-17 Table F: Est'd Sound Contribution of the Station at the Closest NSA (i.e., NSA #1) 18 Table G: Est'd Sound Contribution of the Station at NSA #2 19 Table H: Est'd Sound Contribution of the Station at NSA #3 19 Table I: Est'd Sound Contribution of the Station at 350 Ft. North of Site Center 20 Table J: Est'd Sound Contribution of the Station at 350 Ft. East of Site Center 21 Table K: Est'd Sound Contribution of 2 Temporary Units with Added Noise Mitigation 22 Table L: Est'd Sound Contribution of 4 Permanent Units and 2 Temporary Units 23 Figure 3: Sketch of NC Features for Engine Exhaust System and Air Intake System 24 1.0 INTRODUCTION In this report, we present the results of an acoustical analysis for the Bailey Compressor Station, a new natural gas gathering compressor station in the Pict'ance Basin of Colorado. In addition, the results of an ambient sound survey around the planned site of Bailey Compressor Station (i.e., referred to as "Station" in the report) are included. The following describes the purpose of the ambient sound survey and the acoustical analysis: (1) Document the existing acoustic environment and locate noise -sensitive areas (NSAs), such as residences, hospitals or schools, around the planned site of the Station. (2) Estimate the sound contribution of the Station at the nearby NSAs surrounding the site and at 350 feet from the site center assuming operation of Station equipment. (3) Determine noise mitigation measures and equipment noise requirements to insure that applicable sound criteria/requirements are not exceeded during operation of the Station. 2.0 DESCRIPTION OF THE SITE AND STATION Figure 1 (Appendix, p. 12) shows the NSAs (i.e., residences) around the Station and reported sound measurement locations utilized for the ambient sound survey. The Station will be located in Garfield County, Colorado, 3 miles south of Silt (CO) in the area of the Piceance Basin (CO). The land immediately surrounding the site is primarily agricultural and/or rural with a few scattered residences. The closest NSA consists of a residence located 1,500 feet north- northwest of the site center (i.e., location of the Compressor Building). Other nearby NSAs consists of a residence located 1,800 feet SSW and 2,100 feet east from the site center. Figure 2 (Appendix, p. 13) shows the conceptual layout of Station buildings/equipment and Station property line. A total of six (6) permanent compressor units could be employed at the Station although initially only 2 engine -driven compressor units will be employed, and a total of four (4) additional engine -driven compressor units could be installed in the future, if necessary. The 2 initially -employed units will consist of a Caterpillar (CAT) Model G3612TLE (3550 HP) engine driving a "high-speed" Ariel JGC-6 reciprocating gas compressor. The 4 future units will consist of a CAT Model G3616 engine driving a "high-speed" reciprocating gas compressor. The engines/compressors will be installed inside a single building (i.e., Compressor Building). The following summarizes the auxiliary equipment for the permanent compressor units: ➢ Jacket water/utility water (JW/utility) coolers (1 multifan cooler will serve 2 units); D Engine exhaust system with muffler(s), catalytic converter(s), vertical exhaust stack(s); D Engine air intake filter system for each unit; D Outdoor aboveground gas piping (mostly located between building and gas coolers); There also may be a need to utilized two (2) temporary compressor packages during Station construction, and it may be necessary that these temporary units (i.e., 2 Waukesha Model L7044GSI engine -driven compressor units) are operated in conjunction with the permanent compressor units (e.g., during a time when the permanent units are being installed). The temporary units will each be designed with a skid -mounted acoustical enclosure covering the engine -compressor for each package, and each package will include an outdoor engine JW/utility cooler designed with a vertical fan that is direct -driven by the engine (i.e., via belts/sheaves). 3.0 SOUND CRITERIA. TYPICAL METRICS AND TERMINOLOGY For the reader's information, a summary of applicable acoustical terminology in this report and typical metrics used to measure and regulate environmental noise is provided at the end of the report (Appendix, pp. 28-31). The Colorado Oil and Gas Conservation Committee (COGCC) regulate the oil and gas drilling and production industry in the State of Colorado and the mission of the COGCC is to promote the responsible development of Colorado's oil and gas natural resources. The COGCC has the responsibility for regulating noise from natural gas facilities in Colorado, and Series 800 (i.e., "Aesthetic and Noise Control Regulations"; Section 801 and Section 802) of the COGCC Rules and Regulations address noise requirements (i.e., maximum allowable noise levels) for natural gas facilities. The complete noise regulations given in the COGCC Rules and Regulations are provided toward the end of the report (Appendix, pp. 25-27). The following summarizes the noise requirements of the COGCC Rules and Regulations as it applies to the Bailey Compressor Station: ➢ Based on the assumption that the property adjacent to the Station property line is considered to be zoned "agricultural & rural", the Station noise contribution at 350 feet from the site center (i.e., area of the Compressor Building and primary area of Station noise) should not exceed 55 dBA (daytime) and 50 dBA (nighttime). Since the Station can operate 24 hours/day (i.e., daytime and nighttime), then the "nighttime" maximum permissible noise level of 50 dBA at 350 feet is considered the more stringent noise requirement per the COGCC Rules and Regulations. In addition, the noise level at 25 feet from the exterior wall of an existing residence or occupied structure nearest to the Station should not exceed 65 dBC. ➢ In addition, if the intruding noise (e.g., Station noise) causes less than a 3 dB increase in the overall ambient noise at nearby NSAs (i.e., defined as "potential noise increase"), the Station noise should be barely audible/perceivable by the human ear and should have minimum noise impact on the acoustical environment. If the intruding noise causes an increase in the overall ambient noise of between 4 dB and 9 dB, the noise of the Station may be audible by the human ear but should still have minimum noise impact on the acoustical environment. 4.0 MEASUREMENT LOCATIONS AND METHODOLOGY 4.1 Sound Measurement Locations Ambient sound levels were measured at the closest NSAs surrounding the Station (i.e., NSA #1, NSA #2 & NSA #3) and along the North Side of the anticipated Station property line. The following is a description of the nearby NSAs around the Station and the selected/reported sound measurement positions during the ambient sound survey: Pos. 1: NSA #1, consisting of a single residence located approximately 1,500 feet NNW of the Station site center (i.e., location of the Compressor Building), and this residence is considered the closest NSA to the Station. Pos. 2: NSA #2, consisting of a residence located approximately 1,800 feet SSE of the Station. Pos. 3: NSA #3, consisting of a residence located approximately 2,100 feet east of the Station. Pos. 4: On the Northwest Side of the anticipated Station property line. Pos. 5: On the Northeast Side of the anticipated Station property line. 4.2 Measurement Equipment and Data Acquisition Sound measurements around the Station site were performed by Orlando Fernandez of H&K during the daytime and/or nighttime of July 17-18, 2007. At each sound measurement position, the equivalent A -wt. sound level (i.e., Leq) and unweighted octave -band (O.B.) sound pressure levels (i.e., SPLs) were measured at 5 feet above ground. Typically, several sample periods of the ambient noise were measured at each sound measurement position (e.g., 5 to 20 minutes in length). Sound measurements attempted to exclude "extraneous sound" such as cars or trucks passing immediately by the sound measurement location or other intermittent sources not typical of the ambient noise environment. The acoustical measurement system consisted of a Rion Model NA -27 Sound Level Meter (a Type 1 SLM per ANSI S1.4 & S1.11) equipped with a Rion Model UC -53A 1/2 -inch condenser microphone/preamplifier with a windscreen. The SLM was calibrated with a microphone calibrator (calibrated within 1 year of the sound test date). 5.0 MEASUREMENT RESULTS AND OBSERVATIONS Table A (Appendix, p. 14) summarizes the measured daytime Leq (i.e., Ld) and nighttime Leq (i.e., Ln) at the NSA measurement locations along with the average of the measured Ld and Ln. In addition, Table A includes the day -night average sound level (i.e., Ldn), as calculated from the measured Ld and measured Ln. Meteorological conditions during the sound survey are summarized in Table B (Appendix, p. 14). The measured ambient A -wt. sound levels and unweighted ambient O.B. SPLs at the measurement positions during the different dates and/or The following Table 1 summarizes the measured/estimated ambient Ld, the measured or estimated ambient Ln and the calculated Ldn (via the measured Ld and meas'd/est'd Ln) at the nearby NSAs. Note that the ambient Ln was assumed to be similar to or equal to the measured Ld, at NSA #3 since the ambient nighttime sound data was not measured at NSA #3. Meas. Pos. Description of Sound Measurement Location And Associated NSA Meas'd Ambient Ld Meas'd or Est'd Ambient Ln Calc'd Ldn (via Meas'd Ld and Meas'dlEst'd Ln) Pos. 1 NSA #1: approx. 1,500 feet NNW of site center 40.2 dBA 40.0 dBA 46.4 dBA Pos. 2 NSA#2: approx. 1,800 feet SSE of site center 37.7 dBA 39.8 dBA 46.0 dBA Pos. 3 NSA #3: approx. 2,100 feet east of site center 33.4 dBA 33.4 dBA 46.6 dBA Table 1: Summary of the Meas'd Ld, Meas'd/Est'd Ln and the Calc'd Ldn near the Closest NSAs During the daytime sound tests at the NSA sound measurement position (i.e., Pos. 1, Pos. 2 & Pos. 3), the noise of wind blowing in grass/trees and the sound of insects/birds and at times, the noise of distant vehicle traffic along 1-70 were the observed noise sources that influenced the measured ambient daytime levels. During the nighttime sound tests, wind -related noise, sound of insects and noise of distant vehicle traffic along 1-70 were the observed noise sources. 6.0 ACOUSTICAL ANALYSIS (COMPRESSOR STATION) The following section provides the estimated sound contribution of the Station if all six (6) permanent compressor units were operated at full load conditions. The acoustical analysis of the Station considers the noise produced by all continuous -operating equipment for the Station that could impact the sound contribution at the nearby NSAs and at 350 feet from the Station site center (i.e., primary area of Station noise sources). In addition, the estimated sound contribution of the Station at 350 feet is evaluated assuming operation of 4 permanent units and 2 temporary units. The following stationary noise sources associated with the Station were considered significant: • Noise generated by the engines/compressors that penetrates the Compressor Building; • Noise of the engine exhaust (i.e., noise source that could generate low -frequency noise); • Noise radiated from aboveground gas piping and associated components; ➢ Noise of the outdoor JW/utility coolers; > Noise generated by the air intake system for each engine; • Noise radiated from the outdoor exhaust ducting of the engine exhaust system; > Noise of the outdoor gas aftercoolers; • Noise of the 2 temporary units, if employed. A more detailed description of the methodology for the Station acoustical analysis and the source of sound data for the Station acoustical analyses are provided in the Appendix (pp. 16-17). 6.1 Station Sound Contribution at Nearby NSAs with 6 Permanent Units Operating For the Station analysis at the nearby NSAs, we have estimated the Station sound contribution at the closest NSAs (i.e., NSA #1, NSA #2 and NSA #3) along with the total Station noise at the closest NSAs (i.e., sound contribution of the Station plus the ambient noise level). Table F (Appendix, p. 18) shows the spreadsheet calculation of the estimated A -wt. sound level, unweighted O.B. SPLs and C -wt. sound level at the closest NSA (i.e., NSA #1) contributed by the Station noise sources based on standard day conditions (i.e., no wind, 60 deg. F., 70% R.H.) along with the estimated total Station noise at NSA #1 (i.e., noise of the Station plus the ambient noise). The analysis includes the effect of recommended noise control measures. Table G (Appendix, p. 19) is the spreadsheet calculation of the estimated A -wt. sound level, unweighted O.B. SPLs and C -wt. sound level at NSA #2 as extrapolated from the estimated sound contribution at NSA #1. Also, the estimated total Station noise level at NSA #2 is provided (i.e., Station noise plus ambient noise). Table H (Appendix, p. 19) is the spreadsheet calculation of the estimated A -wt. sound level, unweighted O.B. SPLs and C -wt. sound level at NSA #3 as extrapolated from the estimated sound contribution at NSA #1. Also, the estimated total Station noise level at NSA #3 is provided (i.e., Station noise plus ambient noise). The following Table 2 summarizes the calculated A -wt. and C -wt. sound level of the Station at the closest NSAs assuming operation of 6 CAT engine -driven reciprocating compressor units. Station Operating Condition and associated NSA Est'd A -Wt. Sound Level Contribution of the Station Est'd C -Wt. Sound Level Contribution of the Station Est'd sound contribution of the Station during full load operation at NSA #1 36.6 dBA 53.7 dBA Est'd sound contribution of the Station during full load operation at NSA #2 34.8 dBA 52.1 dBA Est'd sound contribution of the Station during full load operation at NSA #3 33.2 dBA 50.8 dBA Table 2: Est'd A -Wt. & C -Wt. Sound Level of the Station at Closest NSAs (i.e., NSA #1, NSA #2 & NSA #3) 6.2 Station Sound Contribution at 350 Feet with 6 Permanent Units Operating Since the Station is required to meet a sound level of 55 dBA (daytime) and 50 dBA (nighttime) at 350 feet, Table I (Appendix, p. 20) and Table J (Appendix, p. 21) provide spreadsheet analyses that show the calculation of the estimated A -wt. sound level and unweighted O.B. SPLs at 350 feet from North and East Side of the Station site center (i.e., Compressor Building). The following Table 3 shows the estimated Station sound level contribution (i.e., A -wt. sound level) at 350 feet from the North and East Side of the Compressor Building assuming full load operation of 6 units. notina that the Station noise in other directions should be eaual to or less than the Location Est'd A -Wt. Level of Station 350 feet north of the Station site center (i.e., anticipated location of Compressor Building) 49.5 dBA 350 feet east of the Station site center (i.e., anticipated location of Compressor Building) 49.3 dBA Table 3: Est'd Sound Contribution of Station at 350 Feet from Station Site Center (6 Permanent Units) Based on the acoustical assessment, the results shown in Table 3, the noise generated by the Station should not exceed an A -wt. sound level of 50 dBA (nighttime) assuming that noise control measures are successfully implemented and equipment meet the noise requirements. 6.3 Station Sound Contribution if 2 Temporary Units and 4 Permanent Units Operating Since there may be a possible need to operate two (2) temporary compressor units in conjunction with some of the permanent compressor units (e.g., during a period when permanent units are being installed), the following section provides the estimated sound contribution of the Station if four (4) of the permanent compressor units along with the two (2) temporary compressor units. Consequently, if the temporary units are operated in conjunction with some of the permanent units, it is still assumed that the COGCC noise regulation must be achieved (i.e., 50 dBA at 350 feet), and to meet the COGCC noise regulation, additional noise mitigation measures for the temporary units will be required. For reference, Table K (Appendix, p. 22) shows the calculated analysis the A -wt. sound level at 350 feet from the two (2) temporary units assuming additional noise mitigation measures are employed. Table L (Appendix, p. 23) shows the calculated analysis the A -wt. sound level at 350 feet from North Side of the Station site center (i.e., Compressor Building) assuming operation of 4 permanent units and 2 temporary units, and this operating condition is considered a condition in which the largest number of permanent units would operate in conjunction with the temporary units (i.e., so-called "worst case" condition). The following Table 4 shows the estimated Station sound level contribution (i.e., A -wt. sound level) at 350 feet from the North Side of the Compressor Building assuming operation of 4 permanent units and 2 temporary units, assuming that additional noise mitigation measures are successfully employed for the temporary units. Location and Operating Condition Est'd A -Wt. Level of Station 350 feet from the two (2) temporary units, assuming addition noise mitigation measures 45.0 dBA 350 feet north of Station site center during operation of 4 permanent units 47.5 dBA 350 feet north of Station site center (operation of 4 permanent units and 2 temporary units) 49.4 dBA Table 4: Est'd Sound Contribution of Station during Operation of 4 Permanent Units & 2 Temporary Units 7.0 NOISE CONTROL MEASURES AND EQUIPMENT NOISE REQUIREMENTS The following section provides the recommended noise control measures and equipment noise requirements associated with the Station equipment along with other assumptions that may affect the noise generated by the Station. 7.1 Building Enclosing the Engines/Compressors Noise control measures will be applied to the building (Compressor Building) enclosing the engines and compressors rather than to the equipment themselves. The following describes specific requirements and other items related to the building components. ➢ As a minimum, walls/roof should be constructed with an exterior skin of 22 -gauge metal, and building interior surfaces should be covered with a minimum of 6 -inch thick "high-density" mineral wool (i.e., 6.0-8.0 pcf density) covered with a perforated liner. "Low-density" insulation (e.g., 0.6 to 0.75 pcf density) should not be substituted for the high-density material. ➢ Personnel entry doors should be a STC -36 sound rating, even if glazing is employed, and windows should not be installed in the building walls. For the "large" access door system (i.e., "roll -up" door), it will be necessary to install a 2 -door system consisting of two (2) insulated -type roll -up doors (e.g., 18-ga. exterior facing, 24-ga. backskin door with insulation core), and both roll -up doors should seal well when closed. > Building Ventilation: Air ventilation system should be designed with air supply fans mounted in walls along with roof -mounted exhaust vents or roof ridge vent. Wall louvers should not be employed for the ventilation design. Assuming this vent design, the sound level for each wall air supply fan should not exceed 45 dBA at 50 feet, which will require that each air supply fan employ an exterior silencer (e.g., 5 -ft. length) and acoustically -lined weatherhood. Roof exhaust system will require a roof exhaust vent with a type of noise control measure such as an acoustically -lined roof ridge vent or silencer mounted between the roof and vent hood (i.e., throat of the exhaust vent) if individual rooftop exhaust vents are employed. 7.2 Engine Exhaust System The engine exhaust system should include a muffler system that provides the following dynamic sound insertion loss (DIL) values at the rated operating conditions (i.e., DIL values, even if a single muffler/converter system is employed although a 2 -stage muffler system is required): DIL Values in dB per Octave Band Center Freq. (Hz) for Exhaust Muffler System 31.5 63 125 250 500 1000 2000 4000 8000 The most effective and recommended method of achieving the above DIL values is to employ a 2 -stage (double muffler) system consisting an outdoor reactive -type muffler (i.e., "2nd stage" muffler) and an in-line "1st stage" absorptive -type muffler that is mounted in-line with engine exhaust piping. It is preferred that the 1st stage muffler be located inside the Compressor Building but due to the expected physical size of this 1st stage muffler, this muffler will have to be located immediately outside the Compressor Building. Each muffler of the 2 -stage muffler system should meet the following DIL values: (1) Required DIL values for the 2nd stage "outdoor" reactive -type exhaust muffler that should be designed, as a minimum, with a 3 -chamber reactive type of muffler or equal: DIL Values in dB per O.B. Center Frequency (Hz) for the Reactive•Tvpe Exhaust Muffler 31.5 63 125 250 500 1000 2000 4000 8000 20 30 35 40 40 40 30 30 25 (2) Required DIL values for the 1st stage in-line muffler, and it is anticipated that this muffler will include an integrated catalyst section and designed with a thermally -lined shell: DIL Values In dB per O.B. Center Frequency (Hz) for the "In -Line" Exhaust Muffler 31.5 63 125 250 500 1000 2000 4000 8000 2 5 10 15 20 20 20 15 10 The following noise control measures are also recommended, and for reference, the noise control measures and anticipated muffler design system are illustrated in Figure 3 (Appendix, p. 24). ➢ Any exhaust pipe expansion joint, if located outside the Compressor Building, should be covered with an acoustical blanket material or a permanent -type acoustical insulation. The blanket material, if employed, should consist of a core of 2.0 -in thick needled fiber mat (6.0- 8.0 pcf), a liner material of mass -loaded vinyl (surface weight of 1.0-1.25 psf) covered with a coated fiberglass cloth and inner layer of insulation covered with a stainless steel mesh instead of coated fiberglass cloth (i.e., insulation layer faces expansion joint). Si. Any exhaust piping located outside the building and body of the 1st stage muffler should be covered with a permanent -type acoustical insulation. This insulation could consist of a 3 -inch thick inner layer of high-density insulation (e.g., mineral wool or ceramic fiber, 3.0-6.0 pcf density) covered with heavy -gauge steel jacketing (e.g., 22 -gauge) or could consist of the same type of acoustical blanket material described above for the exhaust expansion joint. ➢ Cover the lower half of the 2nd stage vertical muffler with an acoustical lagging material similar to that recommended above for the exhaust piping and 1st stage muffler (refer to Figure 3), and this lagging can also provides personnel protection from the heat radiated off 7.3 Engine Air Intake System The air intake system for the engine should include an air filter/cleaner system that provides the following recommended DIL values: DIL Values In dB per Octave -Band Center Frequency (In Hz) for Air In 31.5 63 125 250 500 1000 2000 4000 8000 5dB 8dB 15 dB 20 dB 30 dB 35 dB 35 dB 30 dB 20 dB Based on field sound tests by H&K, a CAT "heavy-duty" air filter/cleaner system (i.e., air filter system with a "pre-cleaner/pre-filter") should be capable of meeting the above DIL values. In addition, it will be necessary to cover the outdoor section of air intake piping with acoustical insulation (i.e., intake piping located between building and air filters/cleaners), as illustrated in Figure 3 (Appendix, p. 24). 7.4 Aboveground Gas Piping and associated Components The analysis indicates that noise control measures, such as acoustical pipe insulation, will be required for the aboveground gas piping that extends to and from each gas aftercooler. In addition, the Station design should only include a minimum amount of outdoor aboveground gas piping (i.e., most piping should be inserted underground). The following items associated with the gas piping and/or related piping components should be addressed: Acoustical pipe insulation should be employed for any aboveground outdoor suction and discharge gas piping between each gas aftercooler and the Compressor Building. Acoustical pipe insulation should consist of a minimum 3 -inch thick fiberglass or mineral wool (e.g., minimum 6.0-8.0 pcf density) that is covered with a mass -filled vinyl jacket (e.g., composite of 1.0 psf mass -filled vinyl laminated to 0.020 -inch thick aluminum). ➢ All metal pipe support guides for the aboveground gas piping should be covered with acoustical material or a type of acoustical cover. Aboveground valves located outdoors may also have to be covered with a type of removable/reusable acoustical blanket material. 7.5 JW/Aux Cooler The JW/aux cooler associated with each engine should not exceed 56 dBA at 50 feet from the side of the cooler (i.e., sound level is equivalent to a PWL of approximately 88 dBA). To meet this noise requirement, we understand that the cooler will be designed "ultra low -noise" Howden Model SX fans that operate at relatively low fan tip speeds. 7.6 Gas Aftercooler The noise generated by the gas aftercooler for each unit should not exceed 56 dBA at 50 feet from the side of the cooler with all fans/motors operating at full speed. We understand that the gas cooler will be designed with "low -noise" Howden Model SX fans that operate at relatively low fan tip speeds. In addition, aboveground inlet pipe risers and inlet riser header (if above ground) at each aftercooler should be covered with acoustical pipe insulation, noting that the aboveground outlet pipe risers should not have to be covered with acoustical insulation. 7.7 Noise Mitigation for Temporary Compressor Units To reduce the noise of the temporary compressor units, the following noise mitigation measures are recommended, and further details of the noise mitigation measures will be provided. > Install a temporary noise barrier system around 3 sides of the compressor units (i.e., around the area of the JW coolers). For example, the barrier could be constructed of 2 layers of - in. thick 4'x8' plywood panels (e.g., barrier height should be at least 16 feet). If a plywood - type barrier is employed, it is also recommended that at least 50-60% of the inside surface of the barrier (i.e., surface facing the equipment) should be sound absorptive (e.g., attach 2 -inch thick fiberglass duct liner board to the inside plywood surface). ➢ Lower the operating speed of the fan for the JW cooler by modifying the fan hub/sheave (e.g., lower operating speed to 240-260 rpm, if feasible). • Cover the engine exhaust piping and associated exhaust expansion joint located between the engine -compressor enclosure and exhaust muffler with acoustical insulation or acoustical blanket material, similar to the acoustical insulation described in Section 7.2. 8.0 SUMMARY AND FINAL COMMENT In summary, the results of the acoustical analysis indicates that if the noise control measures are successfully employed and equipment meet the recommended noise requirements, the noise attributable to the Bailey Station will be lower than the maximum permissible levels specified in the COGCC Rules and Regulations. The acoustical assessment also indicates that the potential noise increase of the ambient noise level at the nearby NSAs due to the Station during operation should be less than 3 dB. As a result, the Station noise may be slightly perceivable at the nearby NSAs but should have minimum noise impact on the nearby residences around the Station. As a final comment, to insure that the Station meets the noise requirements, the noise consultant familiar with the project should review the noise -related equipment submittals and other design features (e.g., Compressor Building design) during the detailed design phase for the project. > FIGURE 1: > FIGURE 2: APPENDIX GENERAL AREA LAYOUT SHOWING THE NEARBY NSAs AROUND THE STATION AND SOUND MEASUREMENT POSITIONS NEAR THE CLOSEST NSAs CONCEPTUAL LAYOUT OF STATION BUILDINGS/EQUIPMENT AND STATION FENCELINE/PROPERTY > SUMMARY OF THE MEASURED AMBIENT SOUND DATA > ANALYSIS METHODOLOGY (NOISE ATTRIBUTABLE TO THE STATION) AND THE SOURCE OF SOUND DATA > ACOUSTICAL ANALYSIS (COMPRESSOR STATION) > FIGURE 3: SKETCH SHOWING ELEVATION VIEW OF EXHAUST SYSTEM, AIR INTAKE SYSTEM AND NOISE CONTROL (NC) FEATURES - RECOMMENDATIONS > COLORADO OIL & GAS CONSERVATION COMMISSION (COGCC) NOISE REGULATIONS (800 SERIES OF THE RULES AND REGULATIONS) > SUMMARY OF TYPICAL METRICS FOR REGULATING ENVIRONMENT NOISE AND ACOUSTICAL TERMINOLOGY N it i' ALTA MESA RD TO DRY HOLLOW RD NSA#1 POS.1 ALTA MESA RD SITE OF BAILEY COMPRESSOR STATION DIRT RD US.6. Co DRY HOLLOW RO COLORADO RIVER C D (CR -331) 7 ALTA MESA SSHEEYR RD \ / COMPRESSOR ALTAMES RD •ESR KEY MAP `RD ANTICIPATED 1500' LOCATION OF COMPRESSOR \ BUILDING PO L4 (- iT POS.5 LEGEND = - NON-RESIDENTIAL BUILDING - HOUSE OR MOBILE HOME NSA- NOISE SENSITIVE AREA - MEASUREMENT POSITION APPROXIMATE SCALE IN FEET 0 425 850 1700 POS.2 2100' 1600' DIRT RD NSA #2 NSA #3- IN P05.3 e- Th WELL 1 \PAD it � Dil `\ 1I i�� lI PRIVATE RD / ii PRIVATE RD PRIVATE RD TO LN (CR -326) ERFIELD Figure 1: Bailey Compressor Station: Area/Site Layout Showing the Location of Nearby NSAs and Chosen Sound Measurement Positions in the Vicinity of the Nearby NSAs. \ PROPOSED SITE OF BAILEY COMPRESSOR I STATION VENT STACK O GAS COOLER (TVP.) POTENTIAL /' TEMPORARY WAUK -- -- ENGINE-DRIVEN ENGINE -DRIVEN COMPR. UNITS INITIALLY -INSTALLED CAT ENGINE -DRIVEN COMPR. UNITS ANTICIPATED LOCATION OF COMPRESSOR BUILDING JW / UTILITY COOLER (rYP.) STATION PROPERTY LINE SALES GAS METER CONTACTOR DENY SKIDS u INLET PIG RECEIVERS FUEL GAS SLUG BOTTLES p APPROXIMATE SCALE IN FEET 0 50 100 BURIED PIPE CORRIDOR 200 Figure 2: Bailey Compressor Station: Conceptual Layout of the Building(s), Equipment and Gas Piping at the Planned Facility. Table A: Bailey Compressor Station: Summary of the Measured Ambient Daytime and Nighttime Sound Levels at the Closest NSAs on July 17-18, 2007 along with the Calculated Ambient Ldn. Note (1): Nighttime ambient sound levels not measured at Pos. 3 although ambient nighttime levels should be similar to the measured ambient daytime sound levels. Measurement Set Measured A -Weighted (A -Wt.) Sound Levels (dBA) NoteslObservations Meas. Position D -time Leq (Ld) Time 7/17-7/18 Avg. Ld N -time Leq (Ln) Time 7/17 Avg. Ln Calc'd Ldn Pos. 1 (NSA#1): 34.2 8:22 AM 1-3 mph 39.7 9:47 PM Pos. 1, 2 & 3 4:00 PM to 7:00 PM 7/17/07 (Afternoon Tests) During nighttime: Wind -related noise, insects, Residence NNW 35.3 8:35 AM 7-8 mph 40.3 9:53 PM 9:00 PM to 10:00 PM 7/17/07 (Nighttime Tests) 74-75 distant 1-70 traffic. of the Station 46.5 6:16 PM 40.2 Pos. 1 8:00 AM to 9:00 AM 7/18/07 (Morning Tests) 40.0 46.4 Wind from Northwest 1-2 mph 40.7 6:30 PM During daytime: Sounds of insects & birds, 44.4 6:36 PM wind in trees, dogs barking, aircraft and some distant 1-70 traffic. Pos. 2 (NSA #2) 38.9 11:13 AM 40.9 9:32 PM During nighttime: Wind -related noise, insects, Residence SSE 36.7 11:25 AM 38.8 9:38 PM distant 1-70 traffic. of the Station 37.0 6:45 PM 37.7 39.8 46.0 38.4 6:54 PM During daytime: Sounds of insects & birds, wind in trees, distant train & aircraft. Pos. 3 (NSA #3) 33.0 11:45 AM During nighttime: Similar noise sources Residence east 31.5 11:55 AM Not --- as observed during the daytime tests. of the Station 36.0 4:11 PM 33.4 Meas'd -- 33.4 39.8 33.2 4:22 PM Note (1) During daytime: Sounds of insects & birds, noise of 1-70 distant traffic, wind in trees. Table A: Bailey Compressor Station: Summary of the Measured Ambient Daytime and Nighttime Sound Levels at the Closest NSAs on July 17-18, 2007 along with the Calculated Ambient Ldn. Note (1): Nighttime ambient sound levels not measured at Pos. 3 although ambient nighttime levels should be similar to the measured ambient daytime sound levels. Measurement Set Temp. (°F) R.H. (%) Wind Direction Wind Speed Peak Wind Sky Conditions Position Date/Time of Testing Pos. 2, 3, 4 & 5 9:00 AM to 12:00 PM 7/17/07 (Morning Tests) 83-93 20-25 Wind from Southwest 1-3 mph 3-6 mph Mostly Clear with some clouds Pos. 1, 2 & 3 4:00 PM to 7:00 PM 7/17/07 (Afternoon Tests) 80-88 20-28 Wind from Southwest 2-7 mph 7-8 mph Overcast conditions Pos. 1 & 2 9:00 PM to 10:00 PM 7/17/07 (Nighttime Tests) 74-75 35-40 Wind from Northeast 4-6 mph 8-11 mph Overcast conditions Pos. 1 8:00 AM to 9:00 AM 7/18/07 (Morning Tests) 70-72 40-45 Wind from Northwest 1-2 mph 2-4 mph Mostly Clear with some clouds Table B: Bailey Compressor Station: Meteorological Conditions During the Ambient Sound Survey Measurement around the Site of the Station on July 17-18, 2007. Measurement Set Sound Pressure Level (SPL) in dB per Octave -Band (O.B.) Frequency (in Hz) A -Wt. Level Position Time/Date 31.5 63 125 250 500 1000 2000 4000 8000 Pos. 1 (NSA #1): 8:22 AM (7/18/07) 46.4 41.0 36.1 29.8 30.3 29.1 26.0 25.2 21.6 34.2 Residence NNW 8:35 AM (7/18/07) 48.3 46.8 40.6 34.3 31.3 29.3 27.0 25.3 19.5 35.3 of the Station Average SPL 47.4 43.9 38.4 32.1 30.8 29.2 26.5 25.3 20.6 34.7 Pos. 2 (NSA #2) 11:13 AM (7/17/07) 50.4 46.7 39.8 34.3 32.4 33.5 33.7 28.2 21.6 38.9 Residence SSE 11:25 AM (7/17/07) 46.9 45.5 38.3 31.3 30.8 32.2 30.7 25.4 19.7 36.7 of the Station Average SPL 48.7 46.1 39.1 32.8 31.6 32.9 32.2 26.8 20.7 37.8 Pos. 3 (NSA #3) 11:45 AM (7/17/07) 53.8 45.5 37.2 30.4 28.6 26.2 27.3 19.3 16.7 33.0 Residence east 11:55 AM (7/17/07) 52.9 43.4 36.2 30.1 28.3 25.0 22.0 21.6 17.7 31.5 of the Station Average SPL 53.4 44.5 36.7 30.3 28.5 25.6 24.7 20.5 17.2 32.1 19.8 33.2 of the Station Average SPL 45.7 41.2 36.4 29.2 29.3 30.0 Pos. 4: NW Corner 9:10 AM (7/17/07) 46.1 41.0 35.8 29.4 30.1 29.0 26.1 25.5 23.6 34.3 of Station Property 9:25 AM (7/17/07) 44.5 40.2 34.7 27.6 28.8 28.1 25.7 24.1 21.5 33.2 Average SPL 45.3 40.6 35.3 28.5 29.5 28.6 25.9 24.8 22.6 33.8 Pos. 5: NE Corner 10:11 AM (7/17/07) 56.7 49.6 41.2 31.5 30.0 31.5 33.8 26.6 20.0 38.1 of Station Properly 10:47 AM (7/17/07) 46.8 42.2 39.3 34.0 31.0 30.9 29.6 26.9 26.0 36.6 Average SPL 51.8 45.9 40.3 32.8 30.5 31.2 31.7 26.8 23.0 37.1 Table C: Bailey Compressor Station: Meas'd Ambient Daytime Unweighted 0.B SPLs and A -Wt. Sound Levels as Measured in the Morning of July 17 or July 18, 2007. Measurement Set Sound Pressure Level (SPL) in dB per Octave -Band (O.B.) Frequency in Hz) A -Wt. Position Time/Date 31.5 63 125 250 500 1000 2000 4000 8000 Level Pos. 1 (NSA #1): 6:16 PM (7/17/07) 66.8 58.0 51.3 47.9 41.9 40.5 38.4 34.3 28.1 46.5 Residence NNW 6:30 PM (7/17/07) 59.4 49.8 44.3 38.6 35.8 34.9 33.9 30.3 25.3 40.7 of the Station 6:36 PM (7/17/07) 61.9 53.8 50.0 48.2 39.5 36.9 35.1 31.9 27.0 44.4 56.9 Average SPL 62.7 53.9 48.5 44.9 39.1 37.4 35.8 32.2 26.8 43.7 Pos. 2 (NSA #2) 6:45 PM (7/17/07) 53.0 48.3 44.8 32.3 30.9 30.6 29.5 26.5 26.3 37.0 Residence SSE 6:54 PM (7/17/07) 56.6 47.8 40.1 30.5 31.8 33.3 32.5 28.6 25.2 38.4 of the Station Average SPL 54.8 48.1 42.5 31.4 31.4 32.0 31.0 27.6 25.8 37.5 _ Pos. 3 (NSA #3) 4:11 PM (7/17/07) 44.3 41.4 37.5 30.7 31.1 31.7 29.0 25.3 21.4 36.0 Residence east 4:22 PM (7/17/07) 47.1 41.0 35.3 27.6 27.4 28.3 26.5 23.7 19.8 33.2 of the Station Average SPL 45.7 41.2 36.4 29.2 29.3 30.0 27.8 24.5 20.6 34.6 Table D: Bailey Compressor Station: Meas'd Ambient Daytime Unweighted O.B SPLs and A -Wt. Sound Levels as Measured in the Afternoon of July 17, 2007. Measurement Set Sound Pressure Level (SPL) in dB per Octave -Band (O.B.) Frequency (in Hz) A -Wt. Position Time/Date 31.5 63 125 250 500 1000 2000 4000 8000 Level Pos. 1 (NSA #1): 9:47 PM (7/17/07) 64.8 54.9 45.5 40.4 35.6 31.8 31.3 27.4 21.6 39.7 Residence NNW 9:53 PM (7/17/07) 64.6 54.8 48.0 40.6 35.9 31.6 31.3 30.4 23.4 40.3 of the Station Average SPL 64.7 54.9 46.8 40.5 35.8 31.7 31.3 28.9 22.5 40.0 Pos. 2 (NSA #2) 9:32 PM (7/17/07) 56.9 51.0 44.0 38.3 37.3 36.4 32.3 28.1 27.0 40.9 Residence SSE 9:38 PM (7/17/07) 57.5 48.9 41.4 34.7 33.8 34.3 31.5 27.5 22.4 38.8 of the Station Average SPL 57.2 50.0 42.7 36.5 35.6 35.4 31.9 27.8 24.7 39.8 Table E: Bailey Compressor Station: Meas'd Ambient N ghttime Unweighted O.B. SPLs and A -Wt. Sound Levels as Measured in the Nighttime of July 17, 2007. ANALYSIS METHODOLOGY (NOISE ATTRIBUTABLE TO COMPRESSOR STATION) In general, the predicted sound level contributed by the Station equipment was calculated as a function of frequency from estimated unweighted octave -band (OB.) sound power levels (PWLs) for each significant sound source. The following summarites the acoustical analysis procedure for the Station: ➢ Initially, unweighted O.B. PWL values of the significant noise sources were determined from equipment manufacturer's sound data and/or actual sound level measurements performed by H&K at similar type of equipment/components expected for this gas compressor facility. ➢ Then, expected noise reduction (NR) or attenuation in dB per O.B. frequency due to any noise control measures, hemispherical sound propagation (discussed in more detail below*) and atmospheric sound absorption (discussed in more detail below**) were subtracted from the unweighted octave - band PWLs to obtain the unweighted O.B. SPLs of each noise source. Since sound shielding by buildings can influence the sound level contributed at the NSAs, we also included the sound shielding due to buildings, if appropriate. The sound attenuation effect due to foliage or land contour was not considered in the analysis although there probably will be some attenuation due to foliage/trees. > Finally, the resulting estimated unweighted O.B. SPLs for all noise sources associated with the Station (with noise control and other sound attenuation effects) were logarithmically summed, and the total O.B. SPLs for all noise sources were corrected for A -weighting to provide the estimated overall A -wt. sound level contributed by the Station at the closest NSA. The predicted sound contribution of the Station at the closest NSA was utilized to estimate the Station noise contribution at the other nearby NSAs that are more distant that the closest NSA. *Attenuation due to hemispherical sound propagation: Sound propagates outwards in all directions (i.e., length, width, height) from a point source, and the sound energy of a noise source decreases with increasing distance from the source. In the case of hemispherical sound propagation, the source is located on a flat continuous plane/surface (e.g., ground), and the sound radiates hemispherically (i.e., outward, over and above the surface) from the sound source. The following equation is the theoretical decrease of sound energy when determining the resulting SPL values of a noise source at a specific distance ("r") of a receiver from the estimated PWL values: Decrease in SPL ("hemispherical propagation") from a noise source = 20*log(r) — 2.3 dB where "r" is distance of the receiver from the noise source. **Attenuation due to air absorption: Air absorbs sound energy, and the amount of absorption ("attenuation") is dependent on the temperature and relative humidity (R.H.) of air and frequency of sound. For example, the attenuation due to air absorption for 1000 Hz O.B. SPL is approximately 1.5 dB per 1,000 feet for standard day conditions (i.e., no wind, 60 deg. F. and 70% R.H.). SOURCE OF SOUND DATA (COMPRESSOR STATIONI The following describes the source of sound data used for estimating the source sound levels and/or the source PWLs for the Station (e.g., engines/compressors and other equipment/components associated with the compressor installation). (1) Estimated PWL values of equipment inside the building (i.e., engines, compressors and other equipment inside the building) was calculated from sound data measured by H&K on a similar type of compressor installation. (2) Exhaust PWL values were calculated from field sound data measured by H&K on a similar type of engines to be utilized at this facility. The DIL values for the exhaust muffler are generally lower than the recommended values in order that the analysis incorporates a "margin of safety." (3) Noise radiated from aboveground piping is primarily a result the noise generated by the gas compressors. Consequently, measurement of both near field and far field sound data on gas piping is presumed to be an accurate method of quantifying the noise associated with the piping, and estimated PWL values for piping in the analysis were determined from near field and far field sound data by H&K on a similar type of compressor to that of the proposed compressor unit. (4) The estimated PWL values for coolers (e.g., JW/aux cooler and gas cooler) were designated to meet the design noise goal and the estimated PWL values for the cooler utilized in the acoustical analysis assumes some noise associated with piping associated with the coolers. The noise level for the cooler used in the acoustical analysis is generally higher than the sound level requirement in order that the noise design analysis incorporates an acoustical "margin of safety." In addition, there can be other noise associated with the cooler that is not directly related to the operation of the cooler fans. (5) The estimated PWL values for the engine air intake were calculated from measured sound data in the field tests by H&K on similar engine that will be employed. Source No. & Dist (Ft) Noise Sources and Other Conditions/Factors associated with Acoustical Analysis PWL or SPL in dB Per Octave -Band Center Frequency (Hz) 31.5 63 125 250 500 1000 2000 4000 8000 A -Wt. Level 1) 1500 1500 1500 PWL of Engines/Compressors inside Building Attenuation of the Building NR of any Additional Noise Mitigation Measures Misc. Atten. (e.g., Shielding or Land Contour) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution 112 -8 0 0 -61 0 43 115 -12 0 0 -61 0 42 120 -20 0 0 -61 0 38 118 -28 0 0 -61 -1 28 118 -35 0 0 -61 -1 21 116 -40 0 0 -61 -2 13 118 -42 0 0 -61 -5 10 118 -45 0 0 -61 -11 0 115 -45 0 0 -61 -21 0 124 26 2) 1500 1500 1500 PWL of Unsilenced Engine Exhaust (1 Unit) PWL of Unsilenced Exhaust for 6 Units (+8 dB) 122 130 128 136 135 143 128 125 128 136 133 136 128 136 115 123 102 110 133 141 Atten. of Noise Control (Muffler System w/In-Line Muff NR of any Additional Noise Mitigation Measures Misc. Atten. (e.g., Shielding or Land Contour) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution -22 0 0 -61 0 47 3) 1500 1500 1500 PWL of Exhaust Muffler Body & Piping (1 Unit) PWL of Muffler Body & Piping for 6 Units (+8 dB) 102 110 NR of Noise Control (Piping Insulation & In -Line Muff) NR of any Additional Noise Mitigation Measures Misc. Allen. (e.g., Shielding or Land Contour) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution -5 0 0 -61 0 44 4) 1500 1500 1500 PWL of Air Intakes with Filters & Piping (1 Unit) PWL of Engine Air Intakes for 6 Units (+8 dB) 78 86 NR of Noise Control (Piping Insulation or In -Line Muff) Misc. Atten. (e.g., Shielding or Land Contour) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution 0 0 -61 0 25 5) 1500 1500 1500 PWL of Aboverground Gas Piping for All Units NR of Noise Control (Acoustical Insulation) Misc. Atten. (e.g., Shielding by Compr. Bldg.) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution 108 2 0 -61 0 49 6) 1500 1500 1500 PWL of Single 4 -Fan JW/Utility Cooler (Serves 2 Units PWL of All 3 JW/Utility Coolers (+5 dB) 102 107 7) 1500 1500 1500 NR of any Additional Noise Mitigation Measures Misc. Allen. (e.g., Shielding by Compr. Bldg.) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution PWL of a Single 4 -Fan Gas Cooler (Serves 2 Units) PWL of 3 Gas Coolers (+5 dB) 0 0 -61 0 46 102 107 NR of any Additional Noise Mitigation Measures Misc. Aden. (e.g., Shielding or Land Contour) Hemispherical Radiation Atm. Absorption (70% R.H., 60 deg F) Source Sound Level Contribution 0 0 -61 0 46 -35 0 0 -61 0 40 100 108 -8 0 0 -61 0 39 80 88 0 0 -61 0 27 106 2 0 -61 0 47 96 101 0 0 -61 0 40 96 101 0 0 -61 0 40 -42 0 0 -61 0 39 98 106 -12 0 0 -61 0 32 80 88 -2 0 -61 0 24 105 -2 0 -61 0 41 92 97 0 0 -61 0 35 92 97 0 0 -61 0 35 -48 0 0 -61 -1 26 94 102 -15 0 0 -61 -1 25 82 90 -5 0 -61 -2 22 102 -6 0 -61 -1 34 89 94 0 0 -61 -1 32 89 94 0 0 -61 -1 32 -50 0 0 -61 -1 21 -50 0 0 -61 -2 23 -48 0 0 -61 -5 22 92 100 92 100 95 103 -25 0 0 -61 -1 13 85 93 -8 0 -61 -1 23 100 -12 0 -61 -1 26 86 91 0 0 -61 -1 29 86 91 0 0 -61 -1 29 -28 0 0 -61 -2 9 86 94 -12 0 -61 -2 19 95 -15 0 -61 -2 17 82 87 0 0 -61 -2 24 82 87 0 0 -61 -2 24 -30 0 0 -61 -5 7 90 98 -16 0 -61 -5 16 92 -18 0 -61 -5 8 78 83 0 0 -61 -5 17 78 83 0 0 -61 -5 17 -42 0 0 -61 -11 8 90 98 -30 0 0 -61 -11 0 98 106 -18 0 -61 -11 15 90 -20 0 -61 -11 0 75 80 0 0 -61 -11 7 75 80 0 0 -61 -11 7 -35 0 0 -61 -21 0 85 93 -30 0 0 -61 -21 0 29 99 107 92 100 21 100 108 -18 0 -61 -21 0 25 88 -20 0 -61 -21 0 70 75 0 0 -61 -21 0 102 30 88 93 70 75 30 88 93 0 0 -61 -21 0 30 C -Wt. Level Est'd Total Sound Contribution of the Station at NSA #1 54 50 46 39 34 29 25 17 0 36.6 53.7 Meas'd Ambient Nighttime Level (Ln) at NSA #1 40.0 Est'd Sound Level of Station plus Ambient Ln (dBA) 41.6 IEst'd Potential Increase (dB) 1.6 Table F: Bailey Compressor Station: Est'd Sound Contribution of the Station at NSA #1 (i.e., Residence located 1,500 Ft. NNW of the Compr. Bldg.) assuing Operation of Six (6) CAT Engine -Driven Compressor Units. NOTE: DIL, NR & PWL values on this spreadsheet analysis should not be used as the specified values. Refer to the "Noise Control & Sound Requirements" in the report or other company specifications. Source No. & Dist (Ft) Noise Sources and Other Conditions/Factors associated with Acoustical Analysis SPL in dB Per Octave -Band Center Frequency (Hz) A -Wt. Level 31.5 63 125 250 500 1000 2000 4000 8000 1800 1800 Est'd SPLs of Station at 1500 Ft. (RE: Table D) Hemisph Radiation [20*log(1800/1500) = 1.6 dB] Atm. Absorption (70% R.H., 60 deg F) 54 -1.6 0 50 -1.6 0 46 -1.6 0 39 -1.6 0 34 -1.6 0 29 -1.6 0 25 -1.6 -1 17 -1.6 -2 0 -1.6 -4 36.6 C -Wt. Level Est'd Total Sound Contribution of the Station at NSA #2 52 48 44 37 32 27 23 14 0 34.8 52.1 Meas'd Ambient Nighttime Level (Ln) at NSA #2 39.8 Est'd Sound Level of Station plus Ambient Ln (dBA) 41.0 Est'd Potential Increase (dB) 1.2 Table G: Bailey Compressor Station: Est'd Sound Contribution of the Station at NSA #2 (i.e., Residence located 1,800 Ft. SSE of the Compr. Bldg.) assuming Operation of Six (6) Engine -Driven Compressor Units. In addition, the Est'd Potential Increase in Ambient Noise as a Result of Station Operation at Full Load. Source No. & Dist (Ft) Noise Sources and Other Conditions/Factors associated with Acoustical Analysis SPL in dB Per Octave -Band Center Frequency (Hz) A -Wt. Level 31.5 63 125 250 500 1000 2000 4000 8000 Est'd SPLs of Station at 1500 Ft. (RE: Table D) 54 50 46 39 34 29 25 17 0 36.6 2100 Hemisph Radiation [20*log(210011500) = 2.9 dB] -2.9 -2.9 -2.9 -2.9 -2.9 -2.9 -2.9 -2.9 -2.9 C -Wt. 2100 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -2 -5 -8 Level Est'd Total Sound Contribution of the Station at NSA #3 51 47 43 36 30 25 21 10 0 33.2 50.8 Meas'd Ambient Nighttime Level (Ln) at NSA #3 33.4 Est'd Sound Level of Station plus Ambient Ln (dBA) 36.3 Est'd Potential Increase (dB) 2.9 Table H: Bailey Compressor Station: Est'd Sound Contribution of the Station at NSA #3 (i.e., Residence located 2,100 Ft. East of the Compr. Bldg.) assuming Operation of Six (6) Engine -Driven Compressor Units. In addition, the Est'd Potential Increase in Ambient Noise as a Result of Station Operation at Full Load. Source No. Noise Sources and Other Conditions/Factors PWL or SPL in dB Per Octave -Band Center Frequency (Hz) A -Wt. & Dist (Ft) associated with Acoustical Analysis 31.5 63 125 250 500 1000 2000 4000 8000 Level 1) PWL of Engines/Compressors inside Building 112 115 120 118 118 116 118 118 115 124 Attenuation of the Building -8 -12 -20 -28 -35 -40 -42 -45 -45 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 55 54 51 41 34 27 26 22 17 39 2) PWL of Unsilenced Engine Exhaust (1 Unit) 122 128 135 128 125 128 128 115 102 133 PWL of Unsilenced Exhaust for 6 Units (+8 dB) 130 136 143 136 133 136 136 123 110 141 Atten. of Noise Control (Muffler System w/In-Line Muff) -22 -35 -42 -48 -50 -50 -48 -42 -35 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 59 52 52 39 34 37 38 30 22 43 3) PWL of Exhaust Muffler Body & Piping (1 Unit) 102 100 98 94 92 92 95 90 85 99 PWL of Muffler Body & Piping for 6 Units (+8 dB) 110 108 106 102 100 100 103 98 93 107 NR of Noise Control (Piping Insulation & In -Line Muff) -5 -8 -12 -15 -25 -28 -30 -30 -30 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 56 51 45 37 25 20 19 12 5 34 4) PWL of Air Intakes with Filters & Piping (1 Unit) 78 80 80 82 85 86 90 98 92 100 PWL of Engine Air Intakes for 6 Units (+8 dB) 86 88 88 90 93 94 98 106 100 108 NR of Noise Control (Piping Insulation or In -Line Muff) 0 0 -2 -5 -8 -12 -16 -18 -18 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 -2 0 -1 -1 -3 -5 350 Source Sound Level Contribution 37 39 37 33 35 30 28 32 24 38 5) PWL of Aboverground Gas Piping for All Units 108 106 105 102 100 95 92 90 88 102 NR of Noise Control (Acoustical Insulation) 2 2 -2 -6 -12 -15 -18 -20 -20 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 61 59 54 46 38 28 20 14 10 43 6) PWL of Single 4 -Fan JW/Utility Cooler (Serves 2 Units 102 96 92 89 86 82 78 75 70 88 PWL of All 3 JW/Utility Coolers (+5 dB) 107 101 97 94 91 87 83 80 75 93 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 58 52 48 44 41 35 29 24 17 42 7) PWL of a Single 4 -Fan Gas Cooler (Serves 2 Units) 102 96 92 89 86 82 78 75 70 88 PWL of 3 Gas Coolers (+5 dB) 107 101 97 94 91 87 83 80 75 93 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 58 52 48 44 41 35 29 24 17 42 Est'd Total Sound Contribution at 350 Ft. North of Compr. Bldg. 66 63 59 51 46 41 40 35 27 49.5 Table I: Bailey Compressor Station: Est'd Sound Contribution of the S ation at 350 Ft. North of Compressor Building assuming Operation of Six (6) Engine -Driven Reciprocating Compressor Units (i.e., 2 CAT G3612 Engine -Driven Compressor Units and 4 CAT G3616 Engine -Driven Compressor Units). NOTE: Muffler DIL & Equipment PWL values on this spreadsheet should not be used as the specified values. Refer to "Noise Control Measures" section in report or other company specifications for actual specified values. Source No. Noise Sources and Other Conditions/Factors PWL or SPL in dB Per Octave -Band Center Frequency (Hz) A -Wt. & Dist (Ft) associated with Acoustical Analysis 31.5 63 125 250 500 1000 2000 4000 8000 Level 1) PWL of Engines/Compressors inside Building 112 115 120 118 118 116 118 118 115 124 Attenuation of the Building -8 -12 -20 -28 -35 -40 -42 -45 -45 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 55 54 51 41 34 27 26 22 17 39 2) PWL of Unsilenced Engine Exhaust (1 Unit) 122 128 135 128 125 128 128 115 102 133 PWL of Unsilenced Exhaust for 6 Units (+8 dB) 130 136 143 136 133 136 136 123 110 141 Atten. of Noise Control (Muffler System w/In-Line Muff) -22 -35 -42 -48 -50 -50 -48 -42 -35 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 59 52 52 39 34 37 38 30 22 43 3) PWL of Exhaust Muffler Body & Piping (1 Unit) 102 100 98 94 92 92 95 90 85 99 PWL of Muffler Body & Piping for 6 Units (+8 dB) 110 108 106 102 100 100 103 98 93 107 NR of Noise Control (Piping Insulation & In -Line Muff) -5 -8 -12 -15 -25 -28 -30 -30 -30 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) -2 -3 -5 -6 -7 -8 -9 -10 -10 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 54 48 40 32 19 15 14 7 0 29 4) PWL of Air Intakes with Filters & Piping (1 Unit) 78 80 80 82 85 86 90 98 92 100 PWL of Engine Air Intakes for 6 Units (+8 dB) 86 88 88 90 93 94 98 106 100 108 NR of Noise Control (Piping Insulation or In -Line Muff) 0 0 -2 -5 -8 -12 -16 -18 -18 Misc. Atten. (Shielding or Ground Effect) -2 -3 -5 -6 -7 -8 -9 -10 -10 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 -2 0 -1 -1 -3 -5 350 Source Sound Level Contribution 35 36 32 28 29 25 23 27 19 33 5) PWL of Aboverground Gas Piping for All Units 108 106 105 102 100 95 92 90 88 102 NR of Noise Control (Acoustical Insulation) 2 2 -2 -6 -12 -15 -18 -20 -20 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 61 59 54 47 39 31 24 19 15 43 6) PWL of Single 4 -Fan JW/Utility Cooler (Serves 2 Units) 102 96 92 89 86 82 78 75 70 88 PWL of All 3 JW/Utility Coolers (+5 dB) 107 101 97 94 91 87 83 80 75 93 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) -2 -3 -5 -6 -7 -8 -9 -10 -10 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 56 49 43 39 35 30 24 19 12 37 7) PWL of a Single 4 -Fan Gas Cooler (Serves 2 Units) 102 96 92 89 86 82 78 75 70 88 PWL of 3 Gas Coolers (+5 dB) 107 101 97 94 91 87 83 80 75 93 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 58 52 48 45 42 38 33 29 22 44 Est'd Total Sound Contribution at 350 Ft. East of Compr. Bldg. 66 62 58 51 45 41 40 34 27 49.3 Table J: Bailey Compressor Station: Est'd Sound Contribution of the Station at 350 Ft. East of Compressor Building assuming Operation of Six (6) Engine -Driven Reciprocating Compressor Units (i.e., 2 CAT G3612 Engine -Driven Compressor Units and 4 CAT G3616 Engine -Driven Compressor Units). NOTE: Muffler DIL & Equipment PWL values on this spreadsheet should not be used as the specified values. Refer to "Noise Control Measures" section in report or other company specifications for actual specified values. Source No. & Dist (Ft) SOURCE PWL & EST'D SOURCE SOUND CONTRIBUTIONS AT SPECIFIED DISTANCE SPL or PWL in dB Per Octave -Band Center Frequency (Hz) A -Wt. 31.5 63 125 250 500 1000 4000 8000 Level 2000 1) PWL of Engine -Compressor (1 Unit Unenclosed) 105 108 110 108 105 100 98 96 95 107 Atten. of Noise Control (Standard Skid -Mounted Bldg -6 -10 -15 -20 -25 -28 -30 -32 -32 Misc. Atten. (Shielding or Directivity Factor) 0 0 0 0 0 0 0 0 0 350 Atm. Absorption (70% R.H., 60 deg F) -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Source Sound Level Contribution 0 0 0 0 0 -1 -2 -4 -5 350 Source Sound Level Contribution 50 49 46 39 31 23 17 12 9 35 2) PWL of Vertical Engine -Driven JW Cooler (1 Unit) 115 112 108 106 97 92 90 88 84 101 Allen. of Noise Control (Barrier; Lower Fan Tip Spee -6 -8 -10 -11 -12 -13 -14 -15 -15 Misc. Atten. (Shielding or Directivity Factor) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -2 -4 -5 350 Source Sound Level Contribution 60 56 49 46 36 30 25 21 15 41 3) PWL of Engine Exhaust w/Muffler & Exh. Piping (1 I. 98 102 96 92 88 88 88 95 82 98 Atten. of Noise Control (Cover Piping & Exh. Joint) 0 0 -2 -6 -10 -12 -14 -15 -15 Misc. Atten. (Shielding or Directivity Factor) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -2 -4 -5 350 Source Sound Level Contribution 49 53 45 37 29 27 23 28 13 36 4) PWL of Outdoor Piping between Encl. & JW Cooler 92 92 90 92 90 88 90 88 80 95 Atten. of Noise Control (Effect of Barrier for Cooler) -6 -8 -10 -11 -12 -13 -14 -15 -15 Misc. Atten. (Shielding or Directivity Factor) -1 -2 -4 -5 -6 -7 -8 -10 -10 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -2 -4 -5 350 Source Sound Level Contribution 36 34 27 27 23 19 17 11 1 25 Est'd Sound Contribution of 1 Wauk. Unit @ 350 Ft. 61 58 52 47 38 32 28 29 18 42.9 Est'd Sound Contribution of 2 Wauk. Units @ 350 Ft. 64 61 54 49 40 34 30 31 19 45.0 Table K: Bailey Compressor Station: Est'd Sound Contribution of the Temporary Units at 350 Ft. from the Compressor Units (i.e., Two (2) Waukesha Engine -Driven Reciprocating Compressor Units). Following NC Measures Added: (1) Barrier around Each Cooler, (2) Lower Cooler Fan Tip Speed, (3) Cover Engine Exhaust Piping & Expansion Joint with Acoustical Insulation. Source No. Noise Sources and Other Conditions/Factors PWL or SPL in dB Per Octave -Band Center Frequency (Hz) A -Wt. & Dist (Ft) associated with Acoustical Analysis 31.5 63 125 250 500 1000 2000 4000 8000 Level 1) PWL of Engines/Compressors inside Building 110 113 118 116 116 114 116 116 113 122 Attenuation of the Building -8 -12 -20 -28 -35 -40 -42 -45 -45 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 53 52 49 39 32 25 24 20 15 37 2) PWL of Unsilenced Engine Exhaust (1 Unit) 122 128 135 128 125 128 128 115 102 133 PWL of Unsilenced Exhaust for 4 Units (+6 dB) 128 134 141 134 131 134 134 121 108 139 Atten. of Noise Control (Muffler System w/ln-Line Muff; -22 -35 -42 -48 -50 -50 -48 -42 -35 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 0 0 0 0 0 0 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 57 50 50 37 32 35 36 28 20 41 3) PWL of Exhaust Muffler Body & Piping (1 Unit) 102 100 98 94 92 92 95 90 85 99 PWL of Muffler Body & Piping for 4 Units (+6 dB) 108 106 104 100 98 98 101 96 91 105 NR of Noise Control (Piping Insulation & In -Line Muff) -5 -8 -12 -15 -25 -28 -30 -30 -30 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 54 49 43 35 23 18 17 10 3 32 4) PWL of Air Intakes with Filters & Piping (1 Unit) 78 80 80 82 85 86 90 98 92 100 PWL of Engine Air Intakes for 4 Units (+6 dB) 84 86 86 88 91 92 96 104 98 106 NR of Noise Control (Piping Insulation or In -Line Muff) 0 0 -2 -5 -8 -12 -16 -18 -18 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 -2 0 -1 -1 -3 -5 350 Source Sound Level Contribution 35 37 35 31 33 28 26 30 22 36 5) PWL of Aboverground Gas Piping for All Units 106 104 103 100 98 93 90 88 86 100 NR of Noise Control (Acoustical Insulation) 2 2 -2 -6 -12 -15 -18 -20 -20 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 49 49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 59 57 52 44 36 26 18 12 8 41 6) PWL of Single 4 -Fan JW/Utility Cooler (Serves 2 Units 102 96 92 89 86 82 78 75 70 88 PWL of All 2 JW/Utility Coolers (+3 dB) 105 99 95 92 89 85 81 78 73 91 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 56 50 46 42 39 33 27 22 15 40 7) PWL of a Single 4 -Fan Gas Cooler (Serves 2 Units) 102 96 92 89 86 82 78 75 70 88 PWL of 2 Gas Coolers (+3 dB) 105 99 95 92 89 85 81 78 73 91 NR of Additional Mitigation Measures 0 0 0 0 0 0 0 0 0 Misc. Atten. (Shielding or Ground Effect) 0 0 0 -1 -2 -3 -4 -5 -5 350 Hemispherical Radiation -49 -49 -49 -49 -49 -49 -49 -49 -49 350 Atm. Absorption (70% R.H., 60 deg F) 0 0 0 0 0 -1 -1 -3 -5 350 Source Sound Level Contribution 56 50 46 42 39 33 27 22 15 40 Est'd Total Sound Contribution at 350 Ft. North of Compr. Bldg. 64 61 57 49 44 39 38 33 25 47.5 Est'd Total Contribution of 2 Temp. Units at 350 Ft. (w/Mitigation) 64 61 54 49 40 34 30 31 19 45.0 Est'd Total Contribution of 4 Permanent Units + 2 Temp. Units 67 64 59 52 45 40 39 35 26 49.4 Table L: Bailey Compressor Station: Est'd Sound Contribution of Station at 350 Ft. North of Compressor Bldg. assuming Operation of 4 Permanent Compressor Units (i.e., 2 CAT G3616 + 2 CAT G3616 Units) and Two (2) Temporary Units (i.e., 2 Waukesha Engine -Driven Compressor Units), and includes Additional Noise Mitigation Measures for the Temporary Units. 2nd STAGE OUTDOOR VERTICAL ENGINE EXHAUST MUFFLER . COVER LOWER HALF OF MUFFLER WITH ACOUSTICAL LAGGING MATERIAL OUTLET STACK WITH AIR EMISSION SAMPLE PORTS COVER OUTDOOR EXHAUST PIPING, MUFFLER BODY, AND EXPANSION JOINT WITH ACOUSTICAL LAGGING MATERIAL COMPRESSOR BUILDING EXPANSION JOINT //////// RECOMENDED 1st STAGE IN-LINE MUFFLER WITH CATALYST / // /// "HEAVY-DUTY' CAT AIR FILTER/CLEANER ELEVATION VIEW SECTION A -A // /4 I COVER AIR INTAKE PIPING BETWEEN BUILDING AND FILTER WITH ACOUSTICAL LAGGING MATERIAL Figure 3: Sketch showing Elevation View of Anticipated Engine Exhaust Muffler System and Engine Air Intake System along with Denoted/Recommended Noise Control Features. COLORADO OIL & GAS CONSERVATION COMMISSION (COGCC) NOISE REQUIREMENTS (800 SERIES OF THE RULES AND REGULATIONS) The COGCC regulates the oil and gas drilling and production industry in the State of Colorado and the mission of the COGCC is to promote the responsible development of Colorado's oil and gas natural resources. This "responsible development" balances efficient exploration and production of oil and gas with the prevention of waste, protection of mineral owner's rights, and protection of public health, safety and welfare and the environment. In Colorado, the COGCC has the responsibility for regulating noise from oil and gas facilities. AESTHETIC AND NOISE CONTROL REGULATIONS (Rules related to Noise Regulations and Noise Abatement as of November 30, 2006) 801. INTRODUCTION The rules and regulations in this section are promulgated to control aesthetics and noise impacts during the drilling, completion and operation of oil and gas wells and production facilities. Any Colorado county, home rule or statutory city, town, territorial charter city or city and county may, by application to the Commission, seek a determination that the rules and regulations in this section, or any individual rule or regulation, shall not apply to oil and gas activities occurring within the boundaries, or any part thereof, of any Colorado county, home rule or statutory city, town, territorial charter city or city and county, such determination to be based upon a showing by any Colorado county, home rule or statutory city, town, territorial charter city or city and county that, because of conditions existing therein, the enforcement of these rules and regulations is not necessary within the boundaries of any Colorado county, home rule or statutory city, town, territorial charter city or city and county for the protection of public health, safety and welfare. 802. NOISE ABATEMENT a. The goal of this rule is to identify noise sources related to oil and gas operations that impact surrounding landowners and to implement cost-effective and technically -feasible mitigation measures to bring oil and gas facilities into compliance with the allowable noise levels identified in subsection c. Operators should be aware that noise control is most effectively addressed at the siting and design phase, especially with respect to centralized compression and other downstream "gas facilities" (see definition in the 100 Series of these rules). b. Oil and gas operations at any well site, production facility or gas facility, shall comply with the following maximum permissible noise levels. Operations involving pipeline or gas facility installation or maintenance, the use of a drilling rig, completion rig, workover rig, or stimulation is subject to the maximum permissible noise levels for industrial zones. The type of land use of the surrounding area shall be determined by the Commission in consultation with the local governmental designee taking into consideration any applicable zoning or other local land use designation. c. In the hours between 7:00 a.m. and the next 7:00 p.m. the noise levels permitted below may be increased ten (10) db(A) for a period not to exceed fifteen (15) minutes in any one (1) hour period. The allowable noise level for periodic, impulsive or shrill noises is reduced by five (5) db(A) from the levels shown. ZONE 7:00 am to next 7:00 pm 7:00 pm to next 7:00 am (Daytime) (Nighttime) Residential/Agricultural/Rural 55 db(A) 50 db(A) Commercial 60 db(A) 55 db(A) Light industrial 70 db(A) 65 db(A) Industrial 80 db(A) 75 db(A) In remote locations, where there is no reasonably proximate occupied structure or designated outside activity area, the light industrial standard may be applicable. Pursuant to Commission inspection or upon receiving a complaint from a nearby property owner or local governmental designee regarding noise related to oil and gas operations, the Commission shall conduct an onsite investigation and take sound measurements as prescribed herein. The following provide guidance for the measurement of sound levels and assignment of points of compliance for oil and gas operations: (1) Sound levels shall be measured at a distance of three hundred and fifty (350) feet from the noise source. At the request of the complainant, the sound level shall also be measured at a point beyond three hundred fifty (350) feet that the complainant believes is more representative of the noise impact. If an oil and gas well site, production facility or gas facility is installed closer than three hundred fifty (350) feet from an existing occupied structure, sound levels shall be measured at a point twenty-five (25) feet from the structure towards the noise source. Noise levels from oil and gas facilities located on surface property owned, leased or otherwise controlled by the operator shall be measured at three hundred and fifty (350) feet or at the property line, whichever is greater. In situations where measurement of noise levels at three hundred and fifty (350) feet is impractical or unrepresentative due to topography, the measurement may be taken at a lesser distance and extrapolated to a 350 -foot equivalent using the following formula: db(A)@DISTANCE 2 = db(A)@DISTANCE 1 —20 x log10(distance 2/distance 1) (2) Sound level meters shall be equipped with wind screens, and readings taken when the wind velocity at the time and place of measurement is not more than five (5) miles per hour. (3) Sound level measurements shall be taken four (4) feet above ground level. (4) Sound levels shall be determined by averaging minute -by -minute measurements made over a minimum fifteen (15) minute sample duration if practicable. The sample shall be taken under conditions that are representative of the noise experienced by the complainant (e.g., at night, morning, evening, or during special weather conditions). (5) In all sound level measurements, the existing ambient noise level from all other sources in the encompassing environment at the time and place of such sound level measurement shall be considered to determine the contribution to the sound level by the oil and gas operation(s). d. In situations where the complaint or Commission onsite inspection indicates that low frequency noise is a component of the problem, the Commission shall obtain a sound level measurement twenty-five (25) feet from the exterior wall of the residence or occupied structure nearest to the noise source, using a noise meter calibrated to the db(C) scale. If this reading exceeds 65 db(C), the Commission shall require the operator to obtain a low frequency noise impact analysis by a qualified sound expert, including identification of any reasonable control measures available to mitigate such low frequency noise impact. Such study shall be provided to the Commission for consideration and possible action. e. Exhaust from all engines, motors, coolers and other mechanized equipment shall be vented in a direction away from all occupied buildings. f. All facilities within four hundred (400) feet of occupied buildings with engines or motors which are not electrically operated shall be equipped with quiet design mufflers or equivalent. All mufflers shall be properly installed and maintained in proper working order. ➢ For reference the following is a summary of the COGCC noise requirements as it applies to the Bailey Compressor Station, per H&K interpretation: Since the property adjacent to the Station property line is considered to be zoned "agricultural & rural", the Station noise contribution at 350 feet from the site center (i.e., area of the Compressor Building and primary area of Station noise) should not exceed 55 dBA (daytime) and 50 dBA (nighttime). Since the Station can operate 24 hours/day (i.e., daytime and nighttime), then the "nighttime" maximum permissible noise level of 50 dBA at 350 feet is considered the more stringent noise requirement. In addition, the noise level at 25 feet from the exterior wall of an existing residence or occupied structure nearest to the Station should not exceed 65 dBC. SUMMARY OF TYPICAL METRICS FOR REGULATING ENVIRONMENTAL NOISE AND ACOUSTICAL TERMINOLOGY RELATED TO THE REPORT (1) Decibel (dB): A unit for expressing the relative power level difference between acoustical or electrical signals. It is ten times the common logarithm of the ratio of two related quantities that are proportional to power. When adding dB or dBA values, the values must be added logarithmically. For example, the logarithmic addition of 35 dB plus 35 dB is 38 dB. (2) A -Weighted Sound Level (dBA): The A -wt. sound level is a single -figure sound rating, expressed in decibels (Re 20 µPa), which correlates to the human perception of the loudness of sound. The dBA level is commonly used to measure industrial and environmental noise since it is easy to measure and provides a reasonable indication of the human annoyance value of the noise. The dBA measurement is not a good descriptor of a noise consisting of strong low -frequency components or for a noise with tonal components. The A -weighted curve approximates the response of the average ear at sound levels of 20 to 50 decibels. The following are the relative response of A -weighted filter per octave band frequency, and a graph/curve is provided below that shows a graphical representation of the A -wt. filter response per frequency (in Hz). 31.5 Hz 63 Hz 125 Hz 250 Hz 500 Hz 1,000 Hz 2,000 Hz 4,000 Hz 8,000 Hz 16,000 Hz -39.4 dB -26.2 dB -16.1 dB -8.6 dB -3.2 dB 0dB +1.2 dB +1.0 dB -1.1 dB -6.6 dB RELATIVE RESPONSE, I dB 10 0 -10 -20 -30 -40 50 16 31.5 63 125 250 500 1000 2000 4000 8000 16,000 FREQUENCY, Hz rAB 16 31.5 63 125 250 500 1000 2000 4000 8000 16,000 FREQUENCY, Hz (3) C -Weighted Sound Level (dBC): The C -wt. sound level is a single -figure sound rating, expressed in decibels (Re 20 µPa), which correlates to the human perception of the loudness of sound in excess of 85 decibels. The dBC level is commonly used to measure industrial and environmental noise since it is easy to measure and provides a reasonable indication of the overall sound. The difference between C and A -weighted sound levels provides and indication of the amount of lower frequency sound energy. The following are the relative response of C -weighted filter per octave band frequency, and a graph/curve is provided that shows a graphical representation of the C -wt. filter response per frequency (in Hz), and the graph/curve above in Definition (2) shows a graphical representation of the C -wt. filter response per frequency (in Hz). 31.5 Hz 63 Hz 125 Hz 250 Hz 500 Hz 1,000 Hz 2,000 Hz 4,000 Hz 8,000 Hz 16,000 Hz -3.2 dB -1.0 dB -0.2 dB 0dB 0dB 0dB -0.2 dB -0.8 dB -3.0 dB -8.5 dB (4) Background or Ambient Noise: The total noise produced by all other sources of a given environment in the vicinity of a specific source of interest, and includes any Residual Noise. (5) Human Perception of Change in Sound Level > A 3 dB change of sound level is barely perceivable by the human ear > A 5 or 6 dB change of sound level is noticeable > If sound level increases by 10 dB, it appears as if the sound intensity has doubled. (6) Sound Pressure Level (LP or SPL): Ten times the common logarithm to the base 10 of the ratio of the mean square sound pressure to the square of a reference pressure. Therefore, the sound pressure level is equal to 20 times the common logarithm of the ratio of the sound pressure to a reference pressure (20 micropascals or 0.0002 microbar). (7) (8) Octave Band Sound Pressure Level (SPL): Sound is typically measured in frequency ranges (e.g., high-pitched sound, low-pitched sound, etc.) that provides more meaningful sound data regarding the sound character of the noise. When measuring two noise sources for comparison, it is better to measure the spectrum of each noise, such as in octave band SPL frequency ranges. Then, the relative loudness of two sounds can be compared frequency range by frequency range. As an illustration, 2 noise sources can have the same dBA rating and yet sound completely different. For example, a high-pitched sound at a frequency of 2000 Hz could have the same dBA rating as a much louder low -frequency sound at 50 Hz. Daytime Sound Level (Ld) & Nighttime Sound Level (Ln): Ld is the equivalent A -weighted sound level, in decibels, for a 15 hour time period, between 07:00 to 22:00 Hours (7:00 a.m. to 10:00 p.m.). L is the equivalent A -weighted sound level, in decibels, for a 9 hour time period, between 22:00 to 07:00 Hours (10:00 p.m. to 7:00 a.m.). (9) Equivalent Sound Level (Leg): The equivalent sound level (Leg) can be considered an average sound level measured during a period of time, including any fluctuating sound levels during that period. In this report, the Leg is equal to the level of a steady (in time) A -weighted sound level that would be equivalent to the sampled A -weighted sound level on an energy basis for a specified measurement interval. The concept of the measuring Leg has been used broadly to relate individual and community reaction to aircraft and other environmental noises. (10) Day -Night Average Sound Level (Ldn): The Ldn is an energy average of the measured daytime Leg (Ld) and the measured nighttime Leg (Ln) plus 10 dB. The 10 -dB adjustment to the L, is intended to compensate for nighttime sensitivity. As such, the Ldn is not a true measure of the sound level but represents a skewed average that correlates generally with past sound surveys which attempted to relate environmental sound levels with physiological reaction and physiological effects. For a steady sound source that operates continuously over a 24-hour period and controls the environmental sound level, a Ldn is approximately 6.4 dB above the measured Leg. Consequently, a Ldn of 55 dBA corresponds to an Leg of 48.6 dBA. If both the Ld and Ln are measured, then the Ldn is calculated using the following formula: Lde=10logio[15104no+ 24 �10(r„+1o)no) (11) L -Percent Sound Levels: The L percent levels (e.g., L50, L90 & LW) refer to the A -weighted sound levels that are exceeded for 90, 50 and 10 percent of the time, respectively, during a sound measurement period. For example, the 50 -percentile exceeded sound level is designated to as L50 and is sometimes described as the median sound level. The range between the L10 and Leo values usually provides a good indication of the variability of the sound levels during the period of measurement. (12) Sound Level Meter (SLM): An instrument used to measure sound pressure level, sound level, octave -band SPL, or peak sound pressure level, separately or in any combinations thereof. The measured weighted SPL (i.e., A -Wt. Sound Level or dBA) is obtained by the use of a SLM having a standard frequency -filter for attenuating part of the sound spectrum. (13) Sound Power Level (Lw or PWL): Ten times the common logarithm of the ratio of the total acoustic power radiated by a sound source to a reference power. A reference power of a picowatt or 10'12 watt is conventionally used. (14) Tone: A tone is a sound sensation -having pitch, which is a listener's perception of the frequency (for example, the higher the frequency, the higher the pitch). For a measured sound spectrum, a tone is represented as a "peak" in the spectrum curve. Noise that contains significant tones is considered a tonal type of noise. (15) Relevant Standards, associated Standards Institute(s) and References American National Standards Institute (ANSI): ANSI is the national coordinator of voluntary standards development and the clearinghouse in the U.S.A. for information on national and international standards. American National Standards Institute (ANSI) 81.4: Specification for SLM: Type I SLM: Sound level meters (SLM) that meet this specification have a tolerance of +/- 0.5 dB from 22.4 to 11,200 Hz. Type II SLM: Sound level meters that meet this specification have a tolerance of +/- 0.5 dB from 63 to 2,000 Hz and +/-1.0 dB from 22.4 to 11,200 Hz. ANSI 51.11-1971 (R-1976): Specifications for Octave, Half -Octave and Third -Octave Filter Sets. Includes a method to convert SPLs in the "old octave bands" to SPLs in the "new octave bands". ASTM Standard E1014-84: Standard Guide for the Measurement of Outdoor A -Weighted Sound Level. This guide covers the measurement of A -weighted sound levels outdoors at specified locations or along particular site boundaries, using a general-purpose sound level meter. End of Report