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HomeMy WebLinkAbout1.0 ApplicationAPPLICA'T'ION SPECIAL/CONDITIONAL, USE PERMIT Date: August 9, 1995 Applicant: Snyder Oil Corporation Address of Applicant: 400 7th Street South, Suite 1200, Rifle, Colorado 81650 Special/Conditional Use- Compressor Station Legal Description- See the attached Exhibit "A" Practical Descriptio (location with respect to highways. county road and residences): North of Highway 6, East o the in ersectio o Highway 6 and 1-70, near the location of the existing Questar, Williams Field Services, and Public Service Company of Colorado facilities. Requirements: I. Plans and specifications for proposed use (hours of operation, number ofvehicles/clay. location and size of structures, etc.). 2. Existing or proposed method of sewage, source of disposal and water. Road access and other information deemed necessary to explain proposed use. 3. A vicinity map drawn to scale depicting the subject property, location, and use of building and structures on adjacent lots. 4- An impact statement on the proposed use where required by Sections 5.03-5.03.12 of Zoning Regulations. 5. A copy of Assessor's map showing property; and a listing of all adjoining property owners of said property. 6. A base fee of $ 425:00 shall be charged for each application and shall be submitted with the application, additional charges may be imposed if county review costs exceed the base fee. 7- Attach a copy of proof of ownership for your property (deed, title insurance). If public notice is required, notice provided by the Planning Department shall be sent out at least fifteen (15) days prior to hearing by return -receipt mail to all the above noted adjoining property owners. Mailing is the applicant's responsibility and proof of mailing must be presented at the hearing- Additionally. the same notice shall bepublished one (1) time in the official County newspaper at least fifteen (15) days prior to such hearing date. Applicant shall bear the cost of publication and be responsible for presenting the "Proof of Publication" at the hearing. The above information is correct to the best of my knowledge. Applicant 8-9-95 Date EXHIBIT "A" PROPERTY DESCRIPTION OF RIFLE COMPRESSOR SITE Beginning at a point in the NE/4 of Section 13, T6S, R94W, 6th P.M. which bears S09101'22"W 1491.82' from the northeast corner of said section (being a set marked stone), thence S01'06'45"W 616.13', thence S73'00'E 31.56', thence N88'53'15"W 238.71', thence NO1'06145"E 626.13', thence S88'S3'15"E 268.71 to the point of beginning. Basis of bearings is the east line of the SE/4 of Section 21, T6S, R93W, 6th P.M., which is assumed from G.L.O. Information to bear north. Containing 3.859 acres, more or less. EXHIBIT "B" ADJOINING PROPERTY OWNERS OF THE RIFLE COMPRESSOR SITE I. W.F. Clough (Pasture Land) P.O. Box 686 Rifle, CO 81650 970-625-1625 2. Colorado Department of Transportation (Highway 6 & 24) 222 So. 6th Street, Room 317 Grand Junction, CO 81501-2769 970-248-7208 ADDITIONAL PROPERTY OWNERS IN THE VICINITY PROVIDED WITH NOTICE OF APPLICATION OF SPECIAL USE PERMIT 3. Public Service Company of Colorado (Rifle Compression Station) 1225 17th Street, Suite 400 Denver, Colorado 80202-5504 303-623-1234 4. Questar Pipeline Company (Rifle Field Yard with Storage Facilities) 79 S. State Street Salt Lake City, Utah 84111-1517 801-530-2400 5. UMETCO Minerals Corporation (Vacant Land - No Buildings) Section G-3 Old Ridgeway Road Danbury, Connecticut 06817-0001 203-794-3600 6. Northwest Pipeline Company (Gas Processing and Transportation Facilities) P.O. Box 58900 Salt Lake City, Utah 84158-0900 801-583-8800 7. United States Department of the Interior (Vacant Land - No Buildings) Bureau of Land Management Glenwood Springs Resource Area P.O. Box 1009 Glenwood Springs, Colorado 81602 970-945-2341 Snyder Oil Corporation August 9, 1995 Mr. Mark L. Bean Planning Department Garfield County, Colorado 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 Re: Special Use Permit - Rifle Compression Site Dear Mr. Bean, 400 7th St. South Suite 1200 Rifle, Colorado 81650 970/625-4209 970/625-4636 Fax Snyder Oil Corporation (SOCO) is applying for a Special Use Permit to install a Natural Gas Compressor in Garfield County, Colorado. The facility will be installed on property that SOCO has a Surface Facility Easement Grant with Bill Clough of Rifle, Colorado. This property is located west of Rifle near the facilities owned by Questar, Public Service Company of Colorado and Williams Field Services. This property is near the end of our 12" natural gas pipeline that terminates at the Gas Plant and Conditioning Facility operated by Public Service Company of Colorado. The following documentation is enclosed herewith for your review: Application Form Exhibit "A" - (property description) Exhibit "B" - (names and addresses of property owners) Air Pollution Emission Permit - Colorado Department of Health Assessors Map Map of the site Drawings of the facility Noise Assessment for the facility Surface Facility Easement Grant Quit Claim Deed to W.F. Clough Map of W.F. Clough tract Letter of Authorization from W.F. Clough Right -of -Way Grant (Roadway) Fire Control Measures Check in the amount of $425.00 for application fee EXHIBIT "A" PROPERTY DESCRIPTION OF RIFLE COMPRESSOR SITE Beginning at a point in the NE/4 of Section 13, T6S, R94W, 6th P.M. which bears 509'01'22"W 1491.82' from the northeast corner of said section (being a set marked stone), thence SO1'06'45"W 616.13', thence 873'00'E 31.56', thence N88'53'15"W 238.71', thence NO1'06'45"E 626.13', thence S88'53'15"E 268.71 to the point of beginning. Basis of bearings is the east line of the SE/4 of Section 21, T6S, R93W, 6th P.M., which is assumed from G.L.O. Information to bear north. Containing 3.859 acres, more or less. EXHIBIT 'B" ADJOINING PROPERTY OWNERS OF THE RIFLE COMPRESSOR SITE 1. W.F. Clough (Pasture Land) P.O. Box 686 Rifle, CO 81650 970-625-1625 2. Colorado Department of Transportation (Highway 6 & 24) 222 So. 6th Street, Room 317 Grand Junction, CO 81501-2769 970-248-7208 ADDITIONAL PROPERTY OWNERS IN THE VICINITY PROVIDED WITH NOTICE OF APPLICATION OF SPECIAL USE PERMIT 3. Public Service Company of Colorado (Rifle Compression Station) 1225 17th Street, Suite 400 Denver, Colorado 80202-5504 303-623-1234 4. Questar Pipeline Company (Rifle Field Yard with Storage Facilities) 79 S. State Street Salt Lake City, Utah 84111-1517 801-530-2400 5. UMETCO Minerals Corporation (Vacant Land - No Buildings) Section G-3 Old Ridgeway Road Danbury, Connecticut 06817-0001 203-794-3600 6. Northwest Pipeline Company (Gas Processing and Transportation Facilities) P.O. Box 58900 Salt Lake City, Utah 84158-0900 801-583-8800 7. United States Department of the Interior (Vacant Land - No Buildings) Bureau of Land Management Glenwood Springs Resource Area P.O. Box 1009 Glenwood Springs, Colorado 81602 970-945-2341 481787 B-949 P-841 08/, 95 10:29A PG 1 OF 3 MILDRED ALSEORF GARF D COUNTY CLERK AND RECORDER RIGHT-OF-WAY GRANT (ROADWAY) KNOW ALL MEN BY THESE PRESENTS: p, 00 DOC NOT That the undersigned, W.F. Clough, P.O. Box 686, Rifle, CO 81650, hereinafter called Grantor, the owner of the real estate hereinafter' described, for Ten Dollars and other valuable consideration received, does hereby grant, bargain, sell, convey and warrant unto Snyder Oil Corporation, hereinafter called Grantee, its successors and assigns, a non-exclusive right-of-way and easement in and across the following described real estate in Garfield County, Colorado, to wit: Township 6 South, Range 94 West, 6th P.M. Section 13: Part of the NE/4 together with full rights of ingress and egress to and from same. For a more particular description of the right-of-way and easement, see the attached Exhibit "A" which by this reference is incorporated herein. This right-of-way and easement is granted for the purpose of affording the Grantee access to said lands and to permit Grantee to occupy and utilize said real estate for roadway purposes insofar as Grantee's activities are reasonably necessary to its current or future oil and gas operations on the subject or adjacent lands. Such activities include, but are not limited to such common oil industry practices as transport of drilling rigs, workover rigs, tractor trailers, hauling drillpipe, casing and production tubing, water hauling trucks, perforation and fracture treatment trucks, oil tankers, daily access by pumpers and meter readers utilizing standard sized pickup trucks, and other equipment and vehicles necessary, in Grantee's opinion, to carry on Grantee's oil and gas operating activities. Said use of the roadway shall extend to Grantee, its employees, agents, contractors and licensees and their equipment of whatsoever kind. The right-of-way herein granted shall be eighteen feet in width, the centerline of which is described in the attached Exhibit "A." In consideration of the Right -of -Way grant, both parties agree as follows: a. Grantor, its heirs or assigns, shall without obligation of maintenance, have the right to use the roadway for any and all passage purposes, provided that Grantee shall not be liable for any injury or damage to Grantor or third parties resulting from such use. Grantor's use shall not impair or interfere with the exercise by Grantee of any of the rights herein granted. Grantor shall not create or permit any obstruction, building, water body, engineering works or other structure over or on the right-of-way and easement. b. Grantee will indemnify and hold harmless Grantor from any legal actions as a consequence of Grantee's activities on said roadway. c. Grantee does not and shall not claim at any time any interest or estate of any kind or Holum to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81650 1(i 481787 B-949 P-842 08/1.5 10:29A PG 2 OF 3 extent whatsoever in the roadway by virtue of this grant or by its use of the roadway, other than the right-of-way and easement granted hereby. d. All rights herein granted by Grantor to Grantee shall terminate upon the permanent abandonment of all oil and gas associated facilities accessed by Grantee via this right-of-way and easement. Acceptance of this grant and the payment by the Grantee of the consideration above expressed shall bind the parties hereto to all of the terms and conditions hereof, whereupon this agreement shall extend to and be binding upon the parties hereto and their respective heirs, legal representatives, successors and assigns, including any independent contractor of Grantee engaged in operations hereunder. EXECUTED THIS Pit DAY OF JULY, 1995. GRANTOR: 'gh Q ,YIR jU W.F.Cloug\/Lr ✓h v '. STATE OF COLORADO L:CQTJNTY OF GARFIELD TT The ffregoing instrument was acknowledged before me this f day of July, 1995, by W.F. _lough. . WITNESS my hand and official seal. My Commission Expires: /0-7-47 Mark-/ LVV'Notary Public . i1`a0tn. 1,490,7a 6f Soup kf 5,ire 12w Co f/650 990 -&ZS- 4zo1 Return to: SNYDER OIL CORPORATION 400 7th St. South Sulte 1200 Rifle, Colorado 81650 EXHIBIT "A" Attached hereto and made.a part hereof that certain Right -of -Way Grant (Roadway) dated the day of July, 1995, from W.F. Clough. c If M Pohl o/ I/ e.an by .1 Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado. 81650 SSSYJ'IS f - 26471' POW110 POW/ POLE 1 a ( 08 Q liquIdo Q Oalbrhv Q 4atwa Cart Natural Ca, O Scrubber, x Manifold Ofiqukta My Tank V.S. /XIIWAY e R/OII!-O/'-WAY lCNCF. Natural Cos Com mar Detail Scale: 1' - 60' S7JVO'W - 31.5e' N0e73'I51W - 1J8.71. 6 y7 r 1W. a p., Paw.a Pd. FIRE CONTROL MEASURES RIFLE COMPRESSION SITE General • All project personnel are instructed as to: _ Fire danger for the day Location of fire control equipment Proper operation of fire control equipment Emergency procedures and how to call for additional resources Welding Operations • A minimum of one person is dedicated to act as a fire watch during welding operations with a fire extinguisher at hand. Welding shields are used during grinding operations to prevent sparks from leaving the work areas and igniting vegetation. Water trucks are used to wet down ground and nearby vegetation, as conditions dictate. At the close of each day, welding personnel inspect the area of welding activities for any smoldering debris and any conditions conducive to fires. Communications • All SOCO vehicles are equipped with cellular communications on board In the event of a fire In the event of a fire, all personnel and appropriate equipment on site will be committed to its containment and control The BLM and appropriate fire authorities will be notified immediately. Direction of fire control efforts will be transferred to appropriate fire fighting agency personnel upon their arrival on site. . -X-JCJr 7427-746/6 APPLICATION FOR AIR POLLUTION EMISSION PERMIT OR Pt6MIT MODIFICATION This application must be filled out completely except for #14 and #15: otherwise, application will be considered incomplete - SEE INSTRUCTIONS ON REVERSE SIDE. Mail completed application APENs and filing fee to: Colorado Department of Health APCD-SS-B1 4300 Cherry Creek Drive. South Denver, -Colorado 80222-1530 Telephone: (303)692-3150 1. Permit to be issued to: 7 bEbi)A7F12 L "rope 6.-6 kht.) 2. Mailing Address: - State: C 6 1660 6 £p4 0e 414-D 43�bC-1-1IEwOOe Zp cade:.So(/Z 3a. Agent for Service (See No. 3 on reverse): -.V (A n 3b. Federal Tax Identification Number: 74— / 2 8 2 6eyl 4a General Nur of Business: �r(i9/e 9thail(c6 11rnn)o2E5G/at) CE,dsi4y' 4b. SIC Code: ` l3l1 5a.1�Air Poll ion Source Description: n z 1idESM o12 'L /A4)EL f -.k 4645 (At770@ESso2 V(?E 5b. Days per year source will operate: 3 (a S 6a. Source Location Address (include Location Map): G y3- Tj/2 u6/ e'P 9 fttA) b PM Oh.ing Ts ad R. W (maks d dere av>rs w s Wineeim) County: 6b. UTM Coordinates (in km) _ _ _ _R ____ _fir 7. ESTIMATED COSTS: 7a. Source, Process Equipment or Project: Cap. Cost S Air Pollution Control Procedures or Equipment . 7b. Capital Cost: S 7c. Operating Cost: 5 ,S,a,j STATUS pi New Air Pollution Source ❑ Modification to Permitted Source (Control Equipment added, process change, cc.): ❑ Transfer of Ownership — Transferred from: ❑ Existing Source- not permitted (Include Dare of Source Stan -up): ❑ Other: Projected Dates for Construction to:_ 8b. Begin: g -/%j - gs 8c. End: g-/5-1;- Projected Source Startup Date: 8d. 9-2,6-_95 9. Enclose check to cover APEN FILING FEES. One APEN should be filed for each emission point NOTE: Additional processing fees must also be paid prior to permOdssuance / APEN ®$100.00 r APEN =S /90 10. SIGNATURE OF LE Y i O: mug PERSON ((' Vendor or Equipment Manufacturer) 4b/j / s, f l Ila. Date Signed: 6-0-96- 11b. Telephone No.: _ ( ') t'M /Q9/ 12. Type or Print name and official tide of person signing item 10. lr - i4 ( ill ricin 'Z15772) 07" Mtyme 14. DATE Agency Use Only ' RECEIVED:..__ -- .... 13. Check appropriate box if you want. a. 0 Copy of preliminary analysis conducted by Division b. 0 To review a draft of the permit prior to issuance? in hinged kw ed/., then. Sat Rsc -- 15. PERMIT NUMBER Nor Oscan tide koas aYd KERS pearl. 3N pa� g o g.(-0 $ �g 4- < ae Kn� — hR — �y> 1111 (Yp'z S 1 g 7. X o po vuum warn IV 11 AZAR US AlPOLL ANT EMISSIONS OR O LL r N�T USUDpOVR. . n ' < R z r`-7 = 2 A a } Ir. POLLUTION CONTROL EQI " Z 'c a i N a m IFescdPtion of Ploeeasng Unit 5 S Et ; ?Mcg C \" � " zap -3 J r -1 •- °a € Q Z B II _. a &Zoo � f n A '°e n v C E. N= d A. GENERAL INFORMATION Nomnl Operation of Plant q a Z Z y a" �- #� C y z . ^ T 4 = a Pr a s ^ 3 g 3 a' - $ a Design Ran (I0 BTU/HR) I ReW Materials Used Description $t^ 0 N Raw Materials -Annual Comumption t t'' Data year level 3 0- > R . 111�RR'a Process Seasonal Throughput (% of Annual) . 8 —1 LA 5100 FILING FEE LS REQUIRED R EACH NOTICE FILED. For Information, can (303)692-3150. IOWAWMA WWI Ca I' g I 9 S Z 3v p .\ 08 a i ii Design Rate (Specify Units/Hour) ItDIu,Ia, nl .BTU/S Cg a O ` 9 3 ADDITIONAL INFORMATION OR REMARKS: Mail to: COLORADO DEPARTMENT OF HEALTH APCDSS-B1 4300 Cherry Creek Drive South Denver, Colorado 80222-1530 O c � r Per Cent by Weight z u m C it `1 11 U Finished Product Description 6 g1/1 F a u 1 i �j @ a gga R V1 : = g tiuwarri 7777,1i 'VS U' !Fuel Use (% of Annual Use) v`, 1:! N 1I;. q JUN 27 '95 15:28 FR TIDEIIRTER COMPREs6ION713 744 8676 TO D 1'&ER CO P.03Ad5 __ATTACHMENT * O�LTASIE £1M fr CompfPmnce Plan fora Waukesha 7042GL Engine Purpose This plan is incited to satisfy the requirements ofthe Colorado Air QualityRegulations. The goal of this plan is to keep the actual engine emission levels below the levels listed in the attached Air Pollution Emission Notice. The Plan The engine/compressor unit will be inspected once a month as part of the preventative maintenance program. This inspection will cover the current operating conditions and all major Components. An emissions test will be performed alter installation and on an quarterly basis, during scheduled preventative maintenaceinspection calls. The following items wilt be measured and recorded, using a portable analyzer. NO (ppm) NO2 (ppm) CO (ppm) Exhaust Temperature Operating Speed Intake Manifold Pressure Engine power output will be estimated using a compmssorperfonnance calculation program. Test results and proof of monthly maintenance/inspections will be kept on file in the field office. These records will be available for inspection by the Air Quality Bureau, upon request. These records will be available as long as the equipment is on location. JUN 27 '95 1529 FR TIDEbfTER COMPR6SION713 744 8676 TO ^C-NUER CO ATTACHMENT Emission Rate Calculations P. 04/05 Proposed Source 4 PoR.TAbtE UNIT The manufacturer rates the Waukesha 7042GL natural gas fired, internal combustion engine with a td� rating of 1330 brake horsepower (bhp) at 1200 rpm, 6500 ft elevation, and 100 it ambient temperature. Waukesha limits the engine speed to a maxim= speed of 1200 rpm. The maximum horsepower available from this engine is 1478 brake horsepower. Operation flexibility is desired: therefore, site derarion is not considered in the calculations. Nitrogen oxide (NOx) and Carbon Monoxide emissions calculations are based on the emissions levels of 3.0 g,bhp-hr. This level is above the levels fisted on the attached emissions data from Waukesha-Pearcc, Inc. Proposed emission levels provide akdgh degree of confidence that this Waukesha 70426L engine will COmply with the permitted levels. The fallowing calculations are assumed the source will operate continuously throughout the year for365 days and 24 hours per day (8,760 hours per year): Emission Rates N0x (3.0) a/bhn-hr x (13301 by = (8.8) lb/hr 453.6 grams/lb f8.8) lb/hr x 24 hr/dao x 365 day/yr = (38.6) tons/yr 2,000 lbs/ton CO (3.0) a/bhn-hr x (1330) ho = (9.8) lb/lir 453.6 grams/lb (8.8) 1b/hr x 24 br/dao x 365 deo/vs = (38.6) tons/yr 2,000 lbs/ton NNHC (2.0) a/bh»- x 1330) ha _ (5.9) lb/hr 453.6 grams/].b (5.91 lb/hr x 24 hr/dao x 365 day/vr = (25.7) tons/yr 2,000 lbs/ton JUN 30 '95 15:20 FR TIDEWATER COIPRE59ION713 744 0676 TO DENVER CL Y.nenne ATTACHMENT EMISSIONS CALCULATIONS (continued) Velocity Calculations Stack Area = 3.1416 x (1.0) Eta = (0.79) fta 4 Ave Velocity = Flow / Area = (8776 £ta/mi.n)/(0.79) Eta _ (11,173) ft/min or (186) ft/sec Fuel Consumption Calaulattons The fuel consumption rate is approximately 7,300 Btu/bhp-hr. The Calculation given below assumes continuous operation year round and that the fuel gas contains 1,000 Btu/ft'. 'gel Cffivumpti® _ (] 10015tu/bbu-he z (1330)bhy c 0 7605.1 = (85.1 5106} ft'/year (1.000) Etu/tt' v 85.1 .met/Yr t TOTAL PRGE.02 ** JUN -26-1995 15:54 FROM TIDEWATER COMP.. DENVER TO 19706254636 P.02 Tidewater Compression TO: SNYDER OIL COMPANY Attn: Rocky Pollock 3939 Som Pkwy. Evans, Colorado FROM: Eric Payne SUBJECT: Norse Assessment for proposed compressor station. Rifle, Colorado. page 1 of 3 Dear Mr. Pollock: Tidewater Compression Service, Inc. luta reviewed elle Sound Pressure Level data taken. on JFaie 22.3945 by a rey,weutative of Tidewater at a site where there is aunt identical to the equipment proposed for Rifle, Colorado. The data was taken with a calibrated Type -2 sound level meter, at points diagonal to the dimensional canter of the equipment to a distance of 500'. Figure 1 is a plan view of the equipment with distances and noise levels listed at each point. $nmrszIV of Measarxd J Central Compression Site (Proposed) - Table 1: Sound Pavan Level from Ferguson Pipeline's Hill $2 Compressor site Washington Co., TX Measurement Sound Power Point Levet = dB North 81 East 81 South 82 West 82 On Skid 102 TIDEWATER COTAPRESS1ON MINICF, INC. 41806 a Amon Road ItpuQmt. Tons 77041-M Talapine: T13466 -4t05 Rapti Tc P.O. aux CODE. thaw+, Tags 7]740-0009 A TMewaasr company JUN -26-1995 1554 FROM TIDEWATER COMP.. DENVER TO 19706254636 P.03 page 2 of 3 Table 2: Background Sound Levels outside of Ferguson Pipeline's Fill #2 Crmprecsnr site Washington Cr, TX Measurement Sound Power Poiui t.ctila S00 fest 55 (every direction) Both the equipment in Wnehington Co., TX and the equipment proposed fin Rifle, CO. are identical. The units were packaged by the stone company, at the same time and bane identical components and configurations as follows: Engine: Waukesha 7042 GL Compress= Ariel JQX-4 Cooler. Air Cooled Exchangers J-11 Cylinders: (4) 625"IC Based upon our measured data, from any point outside of a 500ft radius of the compressor, the background noinc will overcome the nmtae generated by the pmposod equipment SUN -26-1995 1555 FROM TIDEWATER COMP.. DENVER TO 19706254636 P.O4 FIGURE I Plan view of equipment with mcusmS sound levels and distillers 33718 SOD' \\ Sgda yoo• ' fd8 3 • aitri zoo' 75;18 100` �Th, Sian so` - eats so' 7518 �oo� 6rde woe ade 30$ s'7d9 5ed13 Sot" • pogo 3 of 3 S2b' Std, 1,400' 311015 Soo' 61da 200' ado too' 75d8 So' 8150 50' Slcle 105' 7548 2-00'64.18 300' Wee • *OD' 5249 seer sric x* TOTAL P6GE.05 ** 481785 8-949 P-838 08/10/95 10:26A PG 1 OF 2 REC MILDRED ALSDORF GARFIELD COUNTY CLERK AND RECORDER 11.00 EASEMENT GRANT FOR SURFACE FACILITIES NUC FOR AND IN CONSIDERATION of the sum of Ten Dollars (810.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, W. F. CLOUGH, 300 East 5th, Rifle, Colorado 81650, hereinafter called "Grantor,' hereby grants unto SNYDER OIL CORPORATION, a Delaware corporation, 1625 Broadway, Suite 2200, Denver, Colorado 80202, hereinafter called "Grantee," its successors and assigns, an easement for construction, installation, maintenance, inspection, operation, repair, removal and replacement of a natural gas compressor, pig receiver, storage tank, separator, slug catcher and other equipment and appurtenances associated with Grantee's oil and gas production and transmission business upon a tract of land in Garfield County, State of Colorado, described as follows: Township 6 South, Ranee 94 West, 6th P.M. Section 13: A tract in the NE/4 described as beginning at a point in the NE/4 of Section 13, T. 6 S., R. 94 W., 6th P.M. which bears S09°01'22"W 1491.82 feet from the northeast comer of said section (being a set marked stone); thence 501°06'45"W 616.13 feet; thence S73°00'E 31.56 feet; thence N88°53'15"W 238.71 feet; thence N0I°06'45"E 626.13 feet; thence S88°53'15"E 268.71 feet to the point of beginning. Basis of bearings is the east line of the SE/4 of Section 21, T. 6 S., R. 93 W., 6th P.M., which is assumed from G.L.O. information to bear north. Containing 3.859 acres, more or less. together with the right of ingress and egress to and from same. IT IS MUTUALLY UNDERSTOOD AND AGREED BETWEEN THE PARTIES AS FOLLOWS: Grantee shall be responsible for all costs and expenses of effecting compliance with all Garfield County zoning regulations to permit the Grantee's intended use of the tract of land described above. Grantor agrees to cooperate fully with Grantee's efforts to effect compliance with local and state laws and regulations applicable to Grantee's use of the premises including, but not limited to, the procurement of a special use permit from the Board of County Commissioners of Garfield County. 2. Grantee agrees to maintain its equipment in a safe condition and agrees to indemnify and hold Grantor harmless for any damages to persons, personal property and real property caused by Grantee's operations on the premises. 3. The rights granted herein may be assigned in whole or in part. Any such assignment shall relieve Grantee of any liability or obligation to Grantor created by this grant of easement. ' 4. Upon request by Grantor, the surface facility easement herein granted shall terminate and all rights thereunder revert to Grantor when the surface facilities located thereon have not been used by Grantee for a period of one (I) year except when non-use is caused by acts or circumstances beyond the control of Grantee. 5. Upon the termination of this Grant, Grantee shall have the right to remove all equipment and structures upon the premises. 6. This grant of easement shall be binding upon the parties hereto, their heirs, successors and assigns. 31966.1 Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81650 or' 481785 B-949 •P-839 08/it 5 10:26A PG 2 OF 2 IN WITNESS WHEREOF, Grantor and Grantee have executed this easement grant effective the 9th day of August, 1995. GRANTOR W. F. CLOUGH STATE OF COLORADO COTJNTY OF GARFIELD ) ss. GRANTEE SNYDER OIL CORPORATIO B The foregoing instrument was acknowledged before me this WWITNESS my hand and official seal. My commission expires: l0 --9i STATE OF COLORADO ) COUNTY OF De/1 V e r ) ) ss. Mark J. Choury, as Attorney -in -Fact for Snyder Oil Corporation day of August, 1995 by W. F. Clough. Notary Public: 4 v k'.(. • 1 r, Residing at: tlw i13 W500Av jUl Rine, en C /65V The foregoing instrument was acknowledged before me this X day of August, 1995 by Mark J. Choury as Attorney -in -Fact for Snyder Oil Corporation. WirilESS:my hand and official seal./ My, commission expires: ///go/96p . - f y 11966.1 fart' bllc: q esidin at: /5/5/1/(14,4141/06 Den✓ei Po Pow Return to: SNYDER OIL CORPORATION 400 7th St. South Sults 1200 . 111110, Colorado 816 JGK/4, 1400 BHP, Single -stage. low -emission engine -driven, gas-starage unit, Ontario. Canada TESTING / INSPECTION Ariel test runs each unit for at least four hours using a special break-in oil insuring parts compati- bility and to preset all lubrication systems. Complete machine is subjected to a thorough inter- nal inspection after the test -run and the inspector's plaque affixed to the unit. All cylinders are hydro - tested to 150% of maximum allowable working pressure. PACKAGING Ariel compressors are packaged in adherence to a strict set of stan- dards insuring packages compatible with Ariel's exacting quality con- trol. Modern design achieving vir- tually vibration -free operation rec- ommends Ariel packages for use in critical vibration areas such as off- shore platforms, pilings and barges. Onshore, Ariel packages are easily mounted and operated on trailers for maximum portability and are excellently suited to poor soil con- ditions, sills, prepared sand or shell -filled foundations. Model JOX/4. i -sage Marine Seismic Compressor, engine driven in ser- vice on air/anent Geophysical Seumogmphic Ship. me anirdischarges air at 2000 psi The 364," X cylinder an the 1st stage ti the largest Ariel makes. Coal Seam Gas Gas Gathering Propane Refrigeration Gas Lift Pipeline Testing Injection APPLICATIONS Well Depletion Vapor Recovery Flare Elimination Plant Air Inert Gas Seismic Aix Fuel Gas Boosting Process Gas Pipeline Evacuation Air Drilling CNG ARIEL CORPORATION WORLD HEADQUARTERS Industrial Park Mount Vernon, Ohio 43050-9482 USA TELEPHONE: 614 7-0311 FAX: 614/397-3856 REGIONAL SALES OFFICES Bristol. Calgary, Caracas, Denver, Houston, Jakarta, t Orleans, Paris, 5M 7A4 Rotteerdam and Singapore ICK Pnnadio II.S.n. 'GKefom, ifY ILK -gorged ;tee, crankshaft Fortedneel connecting and l Grayor dated Iron Mbar, available wit or wlabw rider rinds �.'-•crossheads. babbiredshoeeuiu with a 4.1/4' adnr c enheadyin with 'Omagh -boa" 440411 es :GKI:,ertee ereelemnkshd FEATURES Rugged Crankcase Heavily ribbed, (with spacer bars for stiffening) high strength cast iron base with removable lightweight, aluminum top cover and removable end covers for ease of access. Heavy Duty Crankshaft Forged steel precision machined with integral counterweights. Precision Bearing Shells Pretision-machined, tri -metal main and con- necting rod bearings. Rugged Crossheads and Guides Cast iron crosshead guides. exter- nal ribbing and removable side covers. One'piece, long life crossheads with direct full pressure lubrication at top and bottom for minimum wear. Hardened and ground, steel crosshead pins. Rigid Connecting Rods Forged steel four bolt, heavy duty "H" section. Quiet Auxiliary Drive Fully enclosed and continuously lubricated chain drive adjusted by positive positioning eccentric vernier. Oil and Dust Seal Foolproof, non -contacting crankshaft oil seal plus reliable non -wearing dust seal. Proven Cylinder Design Ductile iron non -cooled compressor cylinders with ample nozzles and large gas passages. High Strength Bolting Grade 8 bolts or B-7 studs on all pressure pans. All bolting designed for accessibility. Efficient Valving Plate type valves designed for modem speeds utilizing non-metallic valve plates as standard. Selected to adhere to established, low valve velocity standards. Durable Pistons One piece, wear resistant ductile or gray iron in all diameters. Available with or without rider rings. Stout Piston Rods Short, stiff, precision ground alloy steel piston rods with locking crosshead nut. Close tolerance threads are 1/4" under rod diame- ter for easy installation through packing. Piston Rods are ion -nitride hardened. Full Pressure Lubrication A chain driven lube oil pump provides pressurized cooled oil through a full flow oil filter to all moving parts in frame. A block distribution system supplies metered oil to cylinder walls and rod packing. Stainless steel tubing used throughout. Priming pump for start - Head -End Variable Volume Pocket Unloaders Ductile iron with stainless steel stem, sealed by Teflon Chevron packing and protected by machine tool grade bellows. Serviceability Entire unit is designed for ease of repair. All components are readily accessible. Standardization Many components are interchangeable throughout the various lines. 14-14"JGKCyllnders no parasitic drain of horsepower from a water pump. Overall weight is reduced as is the cost of fabrication. Cylinders are ion-nitrided, increasing surface hardness which reduces cylinder bore wear to an absolute minimum. Ariel cylinders, com- bined with the innovative design of the entire Ariel compressor, have earned Ariel the reputation for the lowest operating and maintenance costs of any gas compressor available today. CYLINDERS The first Ariel cylinders were designed in the late 1960's. Earlier research indicated that mod- ern high speed, short stroke cylinders do not require the water cooling necessary to the previ- ous generation of compressor cylinders. The innovative design of Ariel cylinders eliminates major maintenance problems associated with water cooling such as scaling and corrosion and avoids preheating of inlet gas, reduces gas pulsa- tions, reduces pressure drops and enhances over- all efficiency. Piping is greatly reduced. There is CYLINDER SPECIFICATIONS Class Operation Material Bore MAWP 45/8" K Double Acting Forged Steel 444 & 45/8" 3500 psi 53/8' K Double Acting Cast Steel 5" & 53/8' 2500 psi 534" K -HP Double Acting Forged Steel 5" & 53/8' 3500 psi 644' K Double Acting Ductile Iron S/4" & 644 ' 2050 psi 644' K -HP Double Acting Ductile Iron 9/e' & 644 2435 psi 71/4' K Double Acting Ductile Iron 9/4 & 53/4 1900 psi 71/4 K -HP Double Acting Ductile Iron 63/4' & 71/4. 2200 psi 81/8' K Double Acting Ductile Iron T/e' & 85/1" 1800 psi 9°ie' K Double Acting Ductile Iron 948' & 95/8" 1270 psi II" K Double Acting Ductile Iron 101/2' & 11" 845 psi 11" K -HP Double Acting Ductile Iron 1042" & 11" 1000 psi 1242' K Double Acting Ductile Iron 12" & 1242' 635 psi 1242" K -HP Double Acting Ductile Iron 12" & 1242" 700 psi 1448' K Double Acting Ductile Iron 135/8" & 1448" 635 psi 19/8" K Double Acdng Ductile Iron 153/8" & 19/8' 500 psi Ing" K Double Acting Ductile iron 15318" & I7'8" 250 psi 2048" K Double Acting Ducdle Iron 195/," & 2048" 200 psi 22" K Double Acting Ductile Iron 22" 170 psi 2448" K Double Acting Ductile iron 24'ig" 140 psi 2642" K Double Acting Ductile Iron 2642" 125 psi 2',," KT Tandem -SALE Forged Steel 2112' & 25/g" 7800 psi 53/8' KT Tandem-SACE Forged Steel 5" & 534" 3500 psi 532" KT Tan( 3AHE Cast Steel 5" &I 53/8" 2500 psi 95/8' KT T dem-SACE Ductile Iron 948 • `'� & 95/8" 1270 psi ARIEL JGK COMPRESSOR COMPRESSOR FRAME SPECIFICATIONS JGK/2 JGK/4 Stroke, inches 5-1/2 5-1/2 RPM to 1200 to 1200 Piston speed, FPM to 1100 to 1100 Number of throws 2 4 Horsepower to 1200 to 2400 Crankshaft Q, (from bottom), inches 17 17 Maximum Width, inches 154 154 Maximum Length, inches 57 95 Average Weight with cylinders, lbs. 9,300 13,600 Oil Pump Capacity, GPM 14 25 Oil Heat Rejection, BTU/HR 20,000 34,000 Sump Capacity, gallons 15 37 Internal Rod Loads Double Acting Compression + Tension, lbs. 70,000 70,000 Tension, lbs. 35,000 35.000 Compression, lbs. 40,000 1 40,000 Single Acting Tension, lbs. 35,000 35,000 06/22/95 08:39 FAX 15053347547 TIDEWATER 2002 ,I• *air'. JUN -30-L595 10:14 FROM rIDEWRTER COMP.. DENVER to 19706254636 P.03 - POWER RATINGS' INTERCOOLER INLET WATER TEMPERATURE 85° F (29° C) -t 730° F (54° C) HO wed gall. = Law sped 6Rbocherger math _700-1001 Tn. R+1hglMPwwud:AI e.WPC((e77Ma: IFlte6lae are euat,and30%rek wthhumId�b(1 kFr0.6 Nont rrap r100 kl1/4 �R p53 ° as . ..Ca chn lig) txaN 6271 an!API7B-1iC6manamLWMdd =mann candtamc Al nad rat gas amino m*gs 614 based on a fel of KO MINI (33.6 WRJm1)81_HV,118 Lome (perASTL1 D-3700test metl)3d): Fa ° KW= or We other then a7eitdnd. °mutt the Waulwnm Engine DiNisica AppIcatkm Enginee43; Depsmt onL 11 FUEL CONSUMPTION 36° F (11° CI LG WATER lemma etmrly .. W 44th ae Immanau....nne ..i°onl ae,aar 111101. \\\ .m We P1 r - 1300 F (t:{° C) LC. WATER mea o'Oc' rn. Saw 1-4i POMO. poise 1, ma Mei r r a m r 1 11 la ME an m r al-" WAUKESHA SALES OFFICES WORLDWIDE Brunel Calgary Dearer Houston IOaml San Francium Shama. Wa lk(wM Run(l 35Jb705 a=9-5673 0930170 (3051 57P6006 761419$ 757 33 5474311 GwsymboMmaildnmeemtrnsrosomm dmna 1?. mieemem at4Naaesseemmins.=lt sr esker swan MUM Su franc w10.70:0 S111SSISTIOrtSIMI rennmaa SS non S smd gallop -ia nindinimr.1v 1 ndu the l WAUKESHA ENGINE DIVISION DRESSER INDUSTRIES. INC. tm Ice In Joe RPM am RPM taco RPM nm PPM 1200 RPM i1.eeaks�aarl Ne los do 130 1411 1547 LIW 6p~�J NI len no 17a - - HO wed gall. = Law sped 6Rbocherger math _700-1001 Tn. R+1hglMPwwud:AI e.WPC((e77Ma: IFlte6lae are euat,and30%rek wthhumId�b(1 kFr0.6 Nont rrap r100 kl1/4 �R p53 ° as . ..Ca chn lig) txaN 6271 an!API7B-1iC6manamLWMdd =mann candtamc Al nad rat gas amino m*gs 614 based on a fel of KO MINI (33.6 WRJm1)81_HV,118 Lome (perASTL1 D-3700test metl)3d): Fa ° KW= or We other then a7eitdnd. °mutt the Waulwnm Engine DiNisica AppIcatkm Enginee43; Depsmt onL 11 FUEL CONSUMPTION 36° F (11° CI LG WATER lemma etmrly .. W 44th ae Immanau....nne ..i°onl ae,aar 111101. \\\ .m We P1 r - 1300 F (t:{° C) LC. WATER mea o'Oc' rn. Saw 1-4i POMO. poise 1, ma Mei r r a m r 1 11 la ME an m r al-" WAUKESHA SALES OFFICES WORLDWIDE Brunel Calgary Dearer Houston IOaml San Francium Shama. Wa lk(wM Run(l 35Jb705 a=9-5673 0930170 (3051 57P6006 761419$ 757 33 5474311 GwsymboMmaildnmeemtrnsrosomm dmna 1?. mieemem at4Naaesseemmins.=lt sr esker swan MUM Su franc w10.70:0 S111SSISTIOrtSIMI rennmaa SS non S smd gallop -ia nindinimr.1v 1 ndu the l WAUKESHA ENGINE DIVISION DRESSER INDUSTRIES. INC. tm 700 IPM aW in No IPM 1000 RPM 1140 RPM 1100 IPM Trocet�t Ft a% 1100 was 1366 14711 Terra 032 Pah 1101 cat - - HO wed gall. = Law sped 6Rbocherger math _700-1001 Tn. R+1hglMPwwud:AI e.WPC((e77Ma: IFlte6lae are euat,and30%rek wthhumId�b(1 kFr0.6 Nont rrap r100 kl1/4 �R p53 ° as . ..Ca chn lig) txaN 6271 an!API7B-1iC6manamLWMdd =mann candtamc Al nad rat gas amino m*gs 614 based on a fel of KO MINI (33.6 WRJm1)81_HV,118 Lome (perASTL1 D-3700test metl)3d): Fa ° KW= or We other then a7eitdnd. °mutt the Waulwnm Engine DiNisica AppIcatkm Enginee43; Depsmt onL 11 FUEL CONSUMPTION 36° F (11° CI LG WATER lemma etmrly .. W 44th ae Immanau....nne ..i°onl ae,aar 111101. \\\ .m We P1 r - 1300 F (t:{° C) LC. WATER mea o'Oc' rn. Saw 1-4i POMO. poise 1, ma Mei r r a m r 1 11 la ME an m r al-" WAUKESHA SALES OFFICES WORLDWIDE Brunel Calgary Dearer Houston IOaml San Francium Shama. Wa lk(wM Run(l 35Jb705 a=9-5673 0930170 (3051 57P6006 761419$ 757 33 5474311 GwsymboMmaildnmeemtrnsrosomm dmna 1?. mieemem at4Naaesseemmins.=lt sr esker swan MUM Su franc w10.70:0 S111SSISTIOrtSIMI rennmaa SS non S smd gallop -ia nindinimr.1v 1 ndu the l WAUKESHA ENGINE DIVISION DRESSER INDUSTRIES. INC. tm JUN t-.;vl t'r1: Ikr L ; FHr N r10EWRrER COMP.. DENVEP [IJ 15706 2546Z6 P.02 WAS KESHA LEAN COMBUSTION GAS ENGINE STANDARD EQUIPMIENT Ain CLEANER -11m, dry tle withgain aNvHad sante Nam= BARRING DEVICE -Mend. BEAR)Nf18 • Hsasy duty, replaceable, predton ype. IRCATHOt - EWcbr troy edrrar Lnsatnr sycan.etosed spawn. CONNECTING RODS Drop forged ad, riga deed OONTROLSYBTge-Pnwm.de 6 dudeeplotopommdvdvmicr aiaartandpntiE*. Engine maned wand parelwith rwapush bats Wm. Pilotcpsnitedair sWtwh'ee dated when starter a net firths' by WaubNa Inciudes angina OJOR push bonen.Orle manta) m either sic* of the angina. CRANKCASE -Integral ossdnsaaMrytder trane. Mantreadng naps atad uW rooted for temperature sensors Does not *dude sensors CRANKSHAFT - Ccuntanesighted, taped sleet sewn mass basr:ros hadened )tends mid diranddy balanced. CRANKSHAFT PULLEY, FRONT GEC11E1T- Ten in , (254 mm) pith dlanaer pulley, with ala osxdm dive woovas. CYLINDERS -Removable wet type cylinder Inert. CYLINDER HEADS -naive hrmrthangeable, valve -in -heed type. Tho ssel* *cod Intake ad two delete )aced edlmretvdves pa cyrsder. Sam aced Make end edema( valve sed inserts. RobrvahwMtn and 1IyO 4igpJdnraft Induces preclwnber and Meted tun coed ulna. ENCINE ROTATUON - Corlmadodcwise won acing aywheel ENGINE Motn Wall DEVICES-Etpbwetamomapbe, K-ppa, are'riedte aaxwiat)a1Ctbn tot (crladietwamrampera e. tube a lemplaaaae, *ala mermaid temperature, indicted cylinder ardtata temperatua and pre and poet turbine tempers... Magneto pic$wp wiled tar tachometer and haumaec Ute Og mess= art 'flake manifold pressure arcing ivs me bannkursist Ina common bus heed MIAMI OWLET- Sopavented at ren. Reside artiness stool canec4onwAt 8' (203 mm) ape flange. FLYWHEEL - Appma WM2 - 155090 a..ra; wit ring dear (209 teeth), madirod b =apt two dive adapters: 31.887 (510 mm) . pBotbaa,30.75(76smm)boacrrl4(12)0.7t-10tapped holes: or Misr (734 mm) pint bons. 17.25' (892 nm) bort die. (12) 0.8251-11 appud hoes and (12) Q7E-10 lapped )pies FLYWHEEL HOUSING - No. CO SAE FUEL SYSTEM - Dual natural pad. 4- (112 mm) duplex updaf =reorders Two Fisher Medd 99, 2 (51 mm) gas regulators, 3650 pd (241345 kPa) gas idet pressure recrire d. Fredamber luel system sit nand logic GOVERNOR - YymdwW UG -8 LD hydraMe ever -yea, watt lic5on ype speed control Mornad m riga nand sire. )CLARION - Waukesha Custom Englre Conaria !gluon Module. Stannic digital igNaon sytmmr. 24 : paver required IN ER000LFA-A4-bswabc LEVDJNC BOLTS 7042GL 1108 -1702 BHP Modal 717e2GL . Turbocharged and Mor o=ld, Thieve Cyhtdayr, Len Combusdan, Fore --Cyclo an Engine SPECIFICATIONS - Winners Piston Displacement 7040 i.3.(115 L) Bore & Shako 9.375' x SS (238 x 218 mm) Compression Rant 10.5:1 Jacket Water System Capacity 100 gag. (379 L) Lobe Oil Capacity gel Starting Sy .12S-150 psi a1lgas; 2 electricb Dry Weight 21,000 a. (9525 kg) Full Load Exhaust Emissions Nes 1.50 Ohm -hr coC (non -methane) ton HgAgm hr V12 LUBRICATICN - Full Thews Cow typo pimp. Fa oar Ston, gallon (136 pass) capam% not mounted. hdudes Buba comac5cws Includes tube of straMen mounted on engine. Align motor driven relit* pump. Regimes Ifni piping. MOM= - Exhaust. (2) water oodad OL COOLER - Wien thermostatic lempemeae controller and pressure regulating valve. Not rtornad. alt PAN- Balla type. 75 g+Bon (296 Rtres)81 gallon (307 Nes)7a gallon (276 Bees) capacity inch -King NW - PANT -Med Orange Primer. PSTONS • Aluminum with 6eaang Or Sandwd at cmc nub. Srda`i - 10:1 mmpranion mho. -Standard 821 amanita ratio. al coded SHIPPING RICO - Steel br demean truck or rail TURBOCHARGERS - leo, dry type. Vixwgste cermomd VIBRAT/ON DAMPER - Two, viscous gips Viscera typo. Guard included with roma* monad meaner re no rebate. WATEn CIRCULATING SYSTEM. AUXWRV =Curt - Far ol code and ittacpdacfar ad molar. Pimp a bit driven from • __crankshaft at. includes thcmc rbardvn - Y11tThW CIROULATIN^\SYSTEM, OSCINE JACKET- Bsndri erw• water &Sating p. duster type thermostatic amPsratat modeling viva. Sew hypes type. Range cav,u a and mating flanges ler (2) 4- (102 hen) hien and (1) S (127 mm) July 5, 1995 Mr. Mark Wilson Snyder Oil Company 400 7th Street South, Suite 1200 Rifle, Colorado 81650 RE: NOISE ASSESSMENT FOR PROPOSED RIFLE COMPRESSION FACILITY Dear Mr. Wilson: c,ngineenng dynamics FAX PAGE 1 OF 4 1-303-625-4636 Voice: 1-303-625-4209 Engineering Dynamics' has completed the noise assessment for the proposed Rifle Compression Facility, located near Rifle, Colorado. Noise levels from similar equipment were used to calculate facility noise levels at nearby residences. The analysis and results of this analysis are described below. 1.0 Site Location The proposed site is located on the Southern one-third of a three acre tract of land that is adjacent to U.S. 6 in Section 13 of U.S.G.S. Taughenbaugh Quadrangle map. See Figures 1 and 2. 2.0 Noise Levels of Proposed Equipment The Rifle Compression Facility is scheduled to utilize a Waukesha 7042 GL Engine that will drive an Ariel JGK-4 Compressor, with cooling by J-11 Air Cooled Exchangers. This same equipment is in use at Ferguson Pipeline's Hill 42 Compressor site in Washington County, Texas, therefore it is valid to use the measured noise data for the Rifle facility. Noise level measurements from the Ferguson equipment were performed by Tidewater Compression Services, Inc., Houston, Texas and presented in a letter report to Snyder Oil Compnay. These data are summarized below. Table 1: A -weighted RCF Equipment Noise Levels Measurement Sound Power Direction Levels d8(A) North 107 East 105 South 106 West 106 The data in Table 1 shows that noise emissions from the engine -compressor unit are fairly uniform with direction therefore noise impact calculations shall use the North direction levels. 3.0 Calculated Noise Levels Noise levels from the proposed site were calculated at three receiver locations; one, the site property line, two, the nearest residence to the West and three, the mobile home residential area to the East. Table 2 shows the approximate distances from the center of the compressor site to each of the receivers and the calculated Sound Pressure Levels (SPL's) at each receiver. 3925 south kalamath street englewood, colorado 80110 (303) 761-4367 • fax (303) 761-4379 Mr. Wilson July 5, 1995 Page 2 Table 2: Calculated A -weighted SPL at Nearest Receivers Receiver Distance A -weighted Identification Feet SPL's Nearest Property Line 80 71 Duran Residence 5000 35 Mobile Home Park 4300 36 ngineering dynamics Interpretation of the calculated SPL's in Table 2 are; 1. Property line noise levels are similar, within several dB, of property line noise levels from similar facilities in the immediate area. 2. Calculated noise levels at the nearest residences or residential areas are at or below background noise levels for these areas. Previous data taken by EDI for residences near I-70 in the Rifle area are in the 40 to 50 dB(A) range. 4.0 Conclusions The results of Section 3 show that noise from the proposed compressor site will be inaudible or nearly inaudible at the Duran residence and at the .Mobile Home Park. Therefore, no additional noise mitigation designs are needed for this proposed site. If you have any questions, please contact me at our Englewood office. Sincerely, ENGINEERING DYNAMICS, INC. Stuart McGregor Vice President Sec+;o.4 13: / t 4 - wilco the 1? 94 N Sec. 13 Scale t = 600' See Dete9 Bt Right 1? 93 Set VnleysI 11.14 ri�..r c BURIED NBRLBx(: Pram' I\ BURBURIED\ PUBOC SERVICE PIPELINE / / / / / / , / / / / / Figure is r -alloUtlt V L .Ila 1411 'ii: PI,r Id.. g41 lr I�POf B.gtephnMp lRIRSLsr MINE -. SRREJ'ISF - AMP' POAr.R URF rml[R Par 1 h )IJr R.eretw OY PASS YAIWS (npdhp Rork. Burd }I:P.P). (S/I RYm) Co Mrrsf.. 4e NRREJ'IS1Y - 206.11' P.O.PI. 0,e Reber) SIAOKO 6 '1 1 \1 —L - 5 L 1 ROP.!. (5/B' Reber) 4,-44 ra:NG Pt BA se Is Ip A( •j'0 F\�h Figure 2: RUG -24-1995 12:02 FROM TIDEWATER COMP., DENVER TO 13163b2b4bib r. 02 STATE OF COLORADO COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT AIR POLLUTION CONTROL DIVISION TELEPHONE: (303) 692-3150 CONSTRUCTION PERMIT PERMIT NO: 95AR514P DATE ISSUED: August 24, 1995 ISSUED TO: TIDEWATER COMPRESSION SERVICE THE SOURCE TO WHICH THIS PERMIT APPLIES 15 DESCRIBED AND LOCATED AS FOLLOWS: Portable Natural Gas Compressor Package, initially located in Section 13 765 R94W, in Garfield County, Colorado. THE SPECIFIC EQUIPMENT OR ACTIVITY SUBJECT TO THIS PERMIT INCLUDES THE FOLLOWING: One (1) Waukesha 7042GL, S/N C1078811, Rated at 1330 HP, Low NOx design, Four- cycle, Natural gas fired, internal combustion reciprocating engine. This emission unit powers a natural gas compressor. THIS PERMIT 15 GRANTED SUBJECT TO ALL RULES AND REGULATIONS OF THE COLORADO AIR QUALITY CONTROL COMMISSION AND THE COLORADO AIR QUALITY CONTROLACT C.R.S. 125-7- 101 et seq) TO THOSE GENERAL TERMS AND CONDRIONS SET FORTH ON THE REVERSE SIDE OF THIS DOCUMENT AND THE FOLLOWING SPECIFIC TERMS AND CONDITIONS: 1. Visible emissions shall not exceed twenty percent (20%) opacity. 2. The permit number shall be marked on the subject equipment for ease of identification. 3. Emissions of air pollutants shall not exceed the following limitations (as calculated in the Division's preliminary analysis): Nitrogen Oxides' 38.5 tons per year and 8.80 pounds per hour Volatile Organic Compounds:25.7 tons per year and 5.86 pounds per hour Carbon Monoxide: 38.5 tons per year and 8.80 pounds per hour INITIAL APPROVAL Note: Pounds per hour is based on a fuel heating value of 1,000 BTU/SCF 4. This source shall be limited to a maximum consumption rate as listed below and all other activities, operational rates and numbers of equipment as stated in the application. Annual records of the actual consumption rate shall be maintained by the applicant and made available to the Division for inspection upon request. Consumption of natural gas shall not exceed 9,715 sot per hour and 85,100,000 acf per year. 777/837/1 HUU-eq-1'J'JJ 1C,U3 YKUPI I WtWHItK LUnY., ULNVIK IU 1.31131,04bab Y. bJ TIDEWATER COMPRESSION SERVICE Permit No. 95AR514P Initial Approval Page 2 5. The attached compliance plan, which containing an operational and maintenance plan, outlining how the applicant will maintain compliance with the requirements of this permit, shall be followed. Also, the Division's recommendations as noted in Attachment A shall be considered. The compliance plan shall commence at startup. At the end of six (6) months of operation, the compliance plan recordkeeping results, shall be submitted to the Division. Annual compliance records shall be maintained by the applicant be made available to the Division for inspection upon request. 6. This emission unit shall not be moved into an area classified as non -attainment within the State of Colorado. 7. Each time this equipment is moved to a new location within tho State of Colorado the owner or operator shall file a Relocation Notice. Such notice shall be received by the Division at least ten 110) days prior to the change in location and outline estimated actual emissions at this new cite. The Relocation Notice shall include a facility emission inventory of all emission units. 8. At all times, inciuding periods of start-up, shutdown, and malfunction, the facility and control equipment shall, to tho extent practicable, be maintained and operated in a manner consistent with good air pollution control practices for minimizing emissions. Determination of whether or not acceptable operating and maintenance procedures are being used will be based on information available to the Division, which may include, but is not limited to, monitoring results, opacity observations, review of operating and maintenance procedures, and inspection of the source. 9. A revised Air Pollutant Emission Notice (APEN) shall be filed when a significant change in actual emissions occurs (above the level reported on the last APEN, submitted to the Division) as required by Regulation No.3, Part A.II.C.2 as per the timetable in Regulation No.3, Part A.II.C.3. 10. 111 accordance with C.R.S. 25-7-114.1, the Air Pollutant 6nissiu11 Notice (APEN) associated with this permit is valid for a term of five years. The five year term for this APEN expires on 01 -Jul -2000. A revised APEN shall be submitted no later than 30 days before the five year term expires. 11. Construction of this source must commence within 18 months of initial approval permit issuance or within 18 months of the start-up date stated in the application. If commencement does not occur within the stated time the permit will expire on February 24, 1997 (See General Condition No. 6., Item 1 on the reverse side of the first page of this permit.) "tee, oul E. Paulsen Permit Engineer/Reviewer 777/837/1 Dennis M. Myers, Construction Permits Unit Stationary Sources Program Air Pollution Control Division RUG -24-1995 1203 FROM TIDEWATER COMP.. DENVER TO 13036234030 r. ere TIDEWATER COMPRESSION SERVICE Permit No. QSARB14P Initial Approval Page 3 Attachment A The following are the Division's recommendations for permit compliance as noted above: Fuel Consumption Fuel Meter SCF/year- Non-resetting fuel meter (SCF) Fuel analysia (BTU/SCF) SCFMr. - Fuel consumed / Hours operated Actual emissions Fuel Based Pounds = Load Based Emission factor (Lbs/MMBTU) • gas analysis (BTU/SCF) • Fuel consumption IMMSCF) Horsepower - Calculated from compressor intake and discharge pressures and gas throughput (engine rpm's) or kilowatts If a generator Is used; Pounds= Emission factor (g/Bhp-Hr) • Horsepower • Hours operated /453.6 grams/lb Pounds/Hour - Pounds/ Hours Operated (Engine meter) Operation Parameters 'Recorded weekly except as noted) Engine exhaust temperature: Engine speed(RPM's); Intake manifold air temperature; Ignition Timing; Left and right bank readings Intake manifold air temperature (Max. 100 E) end humidity Intake manifold pressure Fuel setting and prechamber Carburetor air/fuel setting (Lambda. 1.74) Exhaust gas oxygen sensor (9.8%) Maintenance plan 777/83711 3036254636 SNYDER OIL • LjnCOin Deh3re,InC. Geotechnical Consultants 1441 Motor St. Grand Junctio0, GO 81505 409 P02 PUI3 11 'bo ao:43 TEL' (303) 242.8968 FA%: (303) 242-1561 August 8, 1995 Tidewater Compression P.O. Box 2244 Grand Junction, CO 81502 RS: Subsurface Soils Exploration,Central Compression Project, 2 Miles West of Rifle Colorado As requested, Lincoln DeVore personnel have completed a geotech- nical exploratory program at the above referenoed site. Two shallow exploration holes were drilled in the vicinity of the proposed compressor pad. The purpose of these holes were to determine the types and character of the underlying soils and to relate these characteristics to the proposed foundation system. This letter contains general recommendations for construction of a shallow compressor foundation, but is not a foundation design and cannot be used as such. Our conclusions and recommendations for this site are presented below. Site Description The project site is located in the Southeast Quarter of the Northeast Quarter of Section 13, Town- ship 6 South, Range 94 West of the 6th Principal Meridian, Gar- field County, Colorado. More specifically the site is located approximately 2 miles West of Rifle, on the North side of the Pioneer Ditch and the I-70 Business Loop• Soil Classification: The Geologic materials encoun- tered under the site consist of thin alluvial/colluvial soils which have been deposited on the site by ancient debris fans originating in the large gully feature to the North and the Northwest of the site. These surface soils overlie the weathered siltstones, sandstones and mudstones of the Wasatch Formation. The geologic and engineering properties of the materials found in our 2 shallow exploration borings will be discussed in the fol- lowing sections. The upper 5'-7' of the soil profile are designated as Soil Type I. It is anticipated these soils will be used for foundation bearing for the proposed compressor. This soil type was classified as a sandy, very silty Clay (ML -CL) under the Unified Classification System. The Standard Penetration Tests were found to be approximately 31-43 blows per foot. Pene- tration testa of this magnitude indicate that the soil is stiff and of medium density. The moisture content varied from approxi- 3036254636 SNYDER OIL Tidewater Compression Subsurface Soils Exploration Central Compression Project August 8, 1995 Page 2 409 P03 AUG 11 '95 00:24 matley 6.2% to 7.4%, indicating a relatively dry soil. This soil is slightly plastic and is sensitive to changes in moisture content. With decreased moisture, it will tend to shrink, with some cracking upon desiccation. Upon increasing moisture, it will tend to expand. Expansion tests were performed on typical samples of the soil and expansive pressures on the order of 400 paf were found to be typical. This material will also consolidate upon saturation or excessive loading. If recommended bearing values are not exceeded, such settlement will remain within tolerable limits. The allowable maximum bearing value was found to be on the order of 1800 psf. A minimum dead load of 1000 paf will be required. This soil was found to contain sulfates in detrimental quantities. Soil Type Il, was found to be partially composed of colluvial soils from the Wasatch Formation and weathered In situ Wasatch Formation. Some thin strata of the colluvial soils an many strata of the Weathered Wasatch Formation contain clays with low expansive characteristics. This soil type was classified as a silty clayey sand (SM/SC) under the Unified Classification System. The Standard Penetration Tests ranged from 18 blows per foot to 97 blows per foot. Pene- tration tests of this magnitude indicate that the soil is quite variable and of medium to high density. The moisture con- tent varied from 3.6% to 5.6%, indicating a slightly moist soil. This soil is slightly plastic in some strata and is sensitive to changes in moisture content. With decreased moisture, it will tend to shrink, with some cracking upon desiccation. Upon in- creasing moisture, it will tend to expand. Expansion tests were performed on typical samples of the sail and expansive pressures on the order of 250-390 psf were found to be typical: This material will also consolidate upon saturation or excessive loading. If recommended bearing values are not exceeded, such settlement will remain within tolerable limits. The allowable maximum bearing value was found to be on the order of 1300 psf for the colluvial soils and 4500 for the Weathered Wasatch Forma- tion. A minimum dead load of 400 psf will be required. This soil was found to contain sulfates in detrimental quantities. Man-made Fill: Approximately 2' of man-made fill was encountered in exploration boring *2. The approximate extent of this fill can be fairly easily slapped if a site specific topogra- phy may is utilized. The majority of the soils encountered in the exploration borings are native to this site. All building foundations must penetrate any man-made fills which are present on the site at this time. as well as any fills which result from the excavation process. Careful examination of the open excava- 30::x.254636 SNYDER 0IL 409 PO4 PUG 11 "35 1;O: •d5 Tidewater Compression Subsurface Soils Exploration Central Compression Project August 8, 1995 Page 3 tion will be necessary to determine the presence or absence of man-made fills. The open excavation must be examined prior to the placement of concrete to establish that materials of proper design bearing capacity have been exposed and that no soft spots or debris are present in the foundation area. A 24 hour notice is required for all field examinations to enable Lincoln DeVore to schedule personnel and provide service when needed. Soil $oiature Conditions: No free water was encoun- tered during drilling on this site. In our opinion .the true free water surface is fairly deep in this area, and hence, should not affect construction. Seepage moisture may affect construction if surface drainage is not properly controlled. Foundation Tvee Recommended: From the standpoint of soil bearing capacity a properly designed shallow foundation system of the isolated strip footing or isolated concrete pad could be utilized to support the compressor skid. Lincoln DeVore has not been provided with a 'set of construction drawings or design loads for this structure. The interaction, of the soil conditions found, together with the structure loading, dictate the form of the final foundation. The general soil' characteris- tics are given herein. It must be noted the native soils are probably of sufficient bearing capacity to support the structure however cyclic vibrations must be considered for the final Foundation design. The use of rather thick footings, founded 3' to 5' below the final ground elevation, possibly in conjunction with a structural fill of either imported material or reworked native soils may be required to accomplish proper tie -down of the equipment or damping of the vibrations. Voids beneath Foundation Walls: Depending on the actual foundation system utilized, voids may or may not be re- quired to mitigate the expansive pressures of the native soils. In general, all foundation systems should conform to the minimum bearing pressures given in the soil classification section of this report. Reinforcing: The amount of reinforcing will depend upon the type of foundation system utilized for this structure. Isolated concrete pads should be reinforced in accordance with the latest ACI code. Any foundation stem walls should be designed as "grade beams" capable of spanning at least 12 feet. Where the foundation stem walls are relatively shallow in height, vertical reinforcing will not be necessary. However, in the walls retaining soil in eXcess of 4 feet in height, vertical reinforcing may be necessary to • 3036254636 SDO'DER 0:U 409 P05 AUG 11 '55 88:25 Tidewater Compression Subsurface Soils. Exploration Central Compression Project August 8, 1995 Page 4 resist the lateral pressures (restrained case) of the soils along the wall exterior. To aid in designing such vertical reinforc- ing, an equivalent fluid pressure (E.F.P) on the order of 60 pcf would be appropriate. Floor ,Slabs: Floor slabs on grade, if any, should be positively separated from all structural portions of this build- ing and allowed to float freely. Frequent scoring (control joints) of the slabs should be provided to allow for possible shrinkage cracking of the slab. These control joints should be placed to provide maximum slab areas of approximately 200 to 360 square feet. Any man-made f111 placed below floor slabs on grade should be compacted to a minimum of 90% of its maximum Modified Proctor dry density, ASTM D-1557. These soils should be placed at A moisture content conducive to the required compaction (usually Proctor optimum moisture content ±2%. Drainage and Grading: Surface grading should be completed in such a manner that all runoff moisture is removed from the vicinity of the structure as quickly as possible. It is recommended that a minimum surface gradient of 8% be maintained away from the structure for the first 10 feet. Any roof down- spouts from future buildings and any sill cocks should becarried across all backfill areas and allowed to discharge well away from the structure. Proper discharge of roof drain downspouts may require the use subsurface piping in some areas.' Maintenance personnel of this facility should be advised to fill in any settled areas to eliminate ponding of water near the structure and to provide adequate slope for proper drainage away from the structure and off the site at all times. Backfill; To reduce settlenent and aid in keeping water from reaching beneath this and other structures, all back- fill around this and other structures should be :mechanically compacted to 80% of its maximum Modified Proctor dry density ASTH D-1557. The only exception to this would be the components of the perimeter foundation drain. if any. All backfill should be com- posed of the native soils and should not be placed by soaking, jetting or puddling. All backfill placed in utility trenches around this structure or below foundation walls should be mechan- ically compacted to a minimum of 90% of its maximum Modified Proctor dry density ASTM D-1557. These soils should be placed at a moisture content conducive to the required compaction (usually Proctor optimum content ±2%. Cement Type: Type II, Type I-II or Type II -V cement is recommended for all concrete which is in contact . with the soils on this site. Calcium chloride should not be added to a 3036254636 SNYDER OIL 409 F06 AUG 11 •95 0d:16 Tidewater Compression Subsurface Soils Exploration Central Compression Project August 8, 1995 Page 5 Type II, Type I-II or Type II -V cement under any circumstances. Remarks: The bottoms of all exterior foundations should be located a minimum of 24 inches below finished grade for frost protection or as required by the local building codes. Founda- tion components must not be placed on frozen soils. Respectfully submitted, LINCOLN-DeVORE, INC. 8y: Edward M. Morris Western Slope Man LDTL Job * 83413-J 3036254636 SI ;VILER OIL SOILS DESCRIPTIONS: aqua 1"° GW 0000 0000 GP �OQ op c00% GC 5W GM IiiI SP itz -c- ( SM SC ML CL MH Pt Topsail Mon -mode fill W.e�llw-graded ed Gravel .w.r gadded Gravel Silty Gravel Clayey Gravel Well -graded Sand Poorly -graded Sand Silty Sand Clayey Sand Low -plasticity Silt Lo+.ybstidty Clay LAW -plasticity Organic Sift and Clay MO—plastid Salt T Ila'IY p% High- plasticity Organic Clay stat GW/GM Well -graded Grovel, Silty GW/GC Well -graded Gravel, Clayey CPKM Poorly -graded Gravel, Silty GA'GC Poorly -graded Gravel, Clayey GM/GC Silty Grovel, Clayey GC/GM Clayey Grovel, iy 51g/SM Weil- graded Sand, r SW/SC Wall -graded Sand, Clayey SP/SM Paoriy-graded Sand, Silty SRSC Poorly -.graded Sand. Clayey' SM/SC Stty Sand, Clayey S/SM Clayey sand, Stl'y CL/M.. Sky Clay MOCK DESCRIPTIONS szafinigx :uS1 CONGLOMERATE di 2ZCl2L SANDSTONE SILTSTONE SHALE CLAYSTONE COAL LIMESTONE DOLOMITE MARLSTONE GYPSUM Other SedeneNmy Rode it =rU aware ROCKS 444 + er atr w}+"� DIORITIC ROCKS GABBRO RHYOUTE ANDESITE BASALT TUFF d ASH FLOWS MECCA B. Otter tkkanos Oa:er Igneous Rocks CNEISSrs es SCHIST PHYLLITE SLATE METAOUARTZITE MARBLE HCRNFELS SERPENTINE Ostler Metamorphic Redo -ICresr .,esu .. » cJ0.. SYaIBOIS 8 NOTES' Lift SW= kmbs,,MEM apaabWnnd�nvs SI spoon tesla greand. ST a -Vie SW&y tiro Wee NA* Ila Notmd 140Oure Centre IY&MYasMred Material la Fres gator table VONatwral dry density T.&-DhNrbed Bu& Sample ® Sal type rebpd to samples In report Ia' Ws Top of formation Ida eTest Boring Loaatlan =Test Pit Location �—t Seismic or Resistivity Station. Lineation indicates approx. length & almdallon al spread (Ss Ssiande. Rs Resistivity ) Standard Penetration Dries' ors made by driving as am lesp i the mounrd d 4'10 spoon sby dropping a Ile Ib. Weight se. ASTM test des. D -esu. Sweat may be oulk, standard split thin toll fe ndtarobad'I SMIbytND$ samples. See lei for type. The boring lap shem subsurface conditions 0 IM dotes and locations shown ,and his not warranted that they ore representative d subsurface condition or other labotton. mid tines. Limoul swan REED) - EXPLANATION OF BOREHOLE LOGS AND LOCATION DIAGRAMS _ 3036254636 SITYDER OIL 409 P08 PUG ii :2'r CEPTN (FT.) 5 10 15 20 25 30 BOEING NO. 1 1 SOIL , BORING ELEVATION: SLOW -�—� SOIL DENSITY pot WATER S. ilI i LOG i DESCRIPTION COUNT t '1 Sandy. Silty Cray Soils Very Low Density � � I i' i say e.2% 1 Sandy Silty Clay Compressible Moist !TJ ML•CL Very Low Expansion 6 • ' Debris Fan Material Iran Wasatch Formation :I ' ' I . l I : 7 ` t Fragments of Siltstone. Sandstone & Mudstone SI. Firm Sutlates _••,., II Silty Clayey Sand SI. Moist SPY 6/a SOX 1 • SWSC Compressible' 1102 1102I 2511e • Fragments of Sinstone, Sandstone & Mudstone _t 1 I I' ----•.I Low Expansion - it Silty Clayey Sand SI. Mast es 1516 nes 4.89s 1=_ SM/SC Medium Density Firm 15 36112 '? Very Weathered Wasatch Formation? ewe -I __ TO @ 14-1/2' 20 . I 25 1 -1 1II 30 i Blow Counts are cumulative for each I I 6 inches o1 sample penetration. NO Free WSW Delos DrNtn; 7-1145 LOG OF SUBSURFACE EXPLORATION Central Comprosabe Propet 2 Mlles West of Wlls, Colorado j TIDEWATER COMPRESSION Date LINCOLN . -DeVORE, Inc. ; Gran-Ntotetion, Colorado 3-+05 Geotechnical Consultants r_.s..w.r......u.... ra4vsdw Job No. Ala ts,t r&awn EMM JU'JbGn40J0 MN 1.CR U11- 1 T BORING NO. 2 OEPTN I SOIL I BORING ELIYATiON; BLOW SOIL DENSITY WATER (FT.) LOG 1 OESOPoPTiou COUNT pct is I ' I 1 j _'_'- Thin. Man -Made FN Very Law Density Sandy. Silty Clay Solis ' . I Sandy Silty Oily Very Low Expansion SAT 12/0 7.4% 5 , ML -CL Compressible Moist 6 Debris Fan Material from Wasatch Formation tem 24119 I It iI Fragments of Siltstone. Sandstone & Mudstone I 'Il Compressible I' : 11 Silty Clayey Sand Si. Moist sr 103.7 6.S% 10 i SM/SC Sulfates Firm 10 f it Debris Fan Material from Wasatch Formation _T.. ` Low Expansion 11 H 1 ? Very Weathered. Waaatch Fcnnthian? 1— 11 Silty Clayey Sand Si. Moist CO WO 119.4 4.0% is 7 - I- SM/SC Medium Density Punt 27r12 —'jj 42n9 1 20 I TO @ 14.1/7 20 J 1 7 25 I 25 -i -i 1 1 30 l 30 iBlow Counts are cumulative for each _ 8 inches d sampler penetration. 11 110 free Water Dwtrr, MBAs 7-10i6 ,I LOG OF SUBSURFACE EXPLORATION Central Comp bn ROJoct 2 Mbs Wei of MS, Cobrads LINCOLN a DeVORE, Inc. TIDEWATER COMPRESSION merle Jwotlon, Colorado Date 1.445 Geotechnical Consultants ft ...NA .I.,n.4inaf!nlarada Job No. ffi41S.J I Drawn EMM jb4bbiNTUtt< ULL ASTM Max. Dry 0pct Optimum lisierrire MUMS4MOSMill- 'Fr Yuba *i;P* Dispasetranstry*pth bipedal 0111X) ALLOONSLIE Standard Ptirrentlar (0f7Th Una:x*10d Ccrapromiaa fmr): COMOLIIMMOtt tra tat SUISART SALM WS PP* PIRMIMILITY: K CI: 3036254636 StIritH UIL Sal Sample: Slily, Clayey Seed (SM/SC) Sample No.: II 5 Location: 2 Mlles West fo Rine, Cabinda Test by: LIS Natural Water Consent (w): 4.8% Boring No.: 1 Depth: 13' Soil Specific Gravity (Gs): In -Place Density (pal): 119.6 100.00 90.00: 80.00-1:.._.,.:.....-,_---`_� 7000 Ls 80.00 f• e a 80.001-r-.-.•.-_.._-.c.......:--r....._;.___t..-_..__t-_�_..� a 4JA ae Ei1iii 10.00 0.00 ____i ......:.:.....>: ,........, .._..._..._ ' t ......,i.....j..._.;....F-_ , ! ; i i _.........; _,-....'._ _.._.._... ; ..__; --- _.... — . -i ..._, s ; : 4 _�.. _. _-• _-_'.,-.._I---1--1--"1-7-1-- i i 1 , I ....--:..._.;-- I i i ! 1 i_..._ 'w. -...;! I f i i ' 1 Y -...w.: I : i _ - ..._.. ! , -i-- ! -.. s. --I-- '-T' i : ! Effective size mm Cu Cc Plastic limit ) 18 % Liquid Limit 22• % Index (PI) 4 % Shrinkage Shrinkage limit (SL) % Shrinkage Ratio % 128 75 5037,526 1912.59.54,78 2 0.88.428.18.078.09.005 Particle Grain Size (mm) Sieve (mm) 5' 125 3' 75 96 Passing MOISTURE/DENSITY RELATIONSHIP; ASTM Method: Max. Dry Dorsally pd: 2' 50 1.1/7 37.5 Optimum Moisture %: HVEEWCARMANY: FHA Soil Swell: 1' 25 3/4• 19 'R' Value ® 300 psi: Displacement 300 psi: ' 0.6 % Swell 388 paf 1/7 12.5 318° 9.5 100 99 Expansion @ 300 pal: ALLOWABLE BEARING (apt): 0 4 4.75 010 2 95 90 Standard Penetration (SPI): psi Unconfined Compression (qu): ps1 020 0.65 040 0.425 87 86 CONSOLIDATION: 3.11 % 2059 psi 4.86 96 4210 pad 0100 0.15 0200 0.075 71 50.8 SULFATE SALTS: 1000 ppm 0.02 0.005 32 22 PERMEABILf7Y: K (20 C): Vold Ratio: SOIL ANALYSIS and SUMMARY LINCOLN - DeVORE, Inc- Geotechnical Consultants Grad Junction, Colorado Cental Compression Phobia 2 Wks Woos of IYU., Colorado TIDEWATER and J ncna Colorraada e°8-.4425 Job Na 85413) Drawn EMM TAPPL,fir IE 7-27 6/E UN /17-- APPLICATION ICATION FOR AIR POLLUTION EMISSION PERMIT OR PnitMIT MODIFICATION This application must be filled out completely except for 114 and 115: otherwise, application will be considered incomplete - SEE INSTRUCTIONS ON REVERSE SIDE. Mail completed application APENs end filing fee to: ' Colorado Department of Health APCD-SS-B1 4300 Cherry Creek Drive South - Denver, Colorado 80222-1530 Tekphone: (303)692-3150 1. Perini: to be issued to: TAE/, M77- - i2. eimp 4 Ea /O& 2. Mailing Address:/G nf] re (n - State: C 6 lap 6 de43366 6i j /EW60.6 zpCoder .00/!Z 3a. Agent for Service (See No. 3 on reverse): ' D/A 'n' // 3b. Federal Tax Identification Number: 741— / 2 2 0 en W 9a. Ge 1 N of ur Business: - a/ alof Val (li.g. (_/�mp&e aa3 ‘64sAdy 4b. SIC Code: -' - (S// 5a. Air Pollytion Source Description: tkwkk4 ODIZ GL/4t)EL ,rerk 6746 (%2,0s5n elle 5b. Days per year source will .. operate: 36 s 6a. Source Location Address (Include Location Map): - .G 7/?,0,41 /?, ,41�}5r alta 6 pm t- ar nig Tint. in R. W av,in ae non an nal in n'ne.e .) County: 6b. UTM Coordinates (in hn) H 7. ESTIMATED COSTS: 7a. Source, Process Equipment or Project: Cap. Cost $ Air Pollution Control Procedures or Equipment 7b. Capital Cost: $ 7c. Operating Cost: S Sa STATUS New Air Pollution Source ❑ Modification to Permitted Source (Control Equipment added, process change, etc.): ❑ Transfer of Ownership — Transferredfrom: . . ❑ Existing Source- not permitted (Include Date of Source Stat -up): ❑ Other: Projected Dates for Construction to: Sb. Begin: R-/5' gs 8e. End: 9-15-9S Projected Source Startup Date: 8d. 9- 'C-9.3 9. Enclose check to cover APEN FILING FEES. One APEN should be fsledfor each emission point NOTE: Additional processing fees must also be paid prior to Rermiefassuance. / APEN - 5100.00 , APEN = S 706,- U6-10. 10.SIGNATURE OF LE - y c 0:-" PERSON (NOT Vendor or Equipment Manufacturer) 4$/ ,r i'. f1 Ila. Date Signed: 80- - 11b. Telephone No.: ` )994 /OW 12. Type or Prim name and official tick of person signing item 10. �;!(r / ^�//7 r-Z<577LlGT Matt, 14. DATE lv DD 13. Check appropriate box if you want: a. 0 Copy of preliminary analysis conducted by Division b. ❑ To review a draft of the permit prior to issuance? a a.R. - -� --------.I....... NUMBER NOW: ¢awe eine rm maw :®r in are, oma in. PERMIT NO ti I'ULLU I AN I Mail to: COLORADO DEPARTMENT OF HEALTH APEN P_ OF APCD-SS-BI AIRS ID (APCD USE) 4300 Cherry Creek Drive South Denver, Colorado 80222-1530 , ADDITIONAL INFORMATION OR REMARKS: 8. STACK OR VENT INFORMATION (Identify below which stack if plant her two or more; refer to attached sketch of plant layout) h.6 z o 3 !! © , 3; �. ! , IMIMIC! or nwMMlp tun previous Owner 111 nn1'na section of box A.)= Relocation of Source: t Previous APEN is expiring= Mandatory update or deferred reporting: Requed for EMnlon Reduction Credit}: Complete ell applicable portion! of APEN Complete shaded areas CRequened' values) Complete ell Information above box A, and those remelting portions which reflect changes 1! ) | sh �$ }{©\-fo m0 \N { N \ § Finirhed Product Description \2 ( re vt !» Per Cent by WeightI 1 , « \ Design Rate (Specify Units/Hour) / Fuel Heating Value: ,(RPU/Ib, BTU/gel, or BTU/SCF) A $100 FILING FEE IS REQUIRED FOR EACH NOTICE FILED. For Information, eel) (303)692'3150. prm raw MAlrml i�� Il / !z !G e. - 2 > IlSigmt e r at fylpp(ized to Supply Dmf • Annual Fuel Consumption Dau year level lends Used 1 Raw Meterials-Annual Consumption) Ilata year level ., ta \ / ■I. 2j |1- |1 ]}}§ ;!|: |��t }|} 1 II ,•sit \ _ \ Flow Rate e ` I `J ACFM 1111 I )ice |||G IN Design Rete (104 BTI)/HR) VOC CO PLEASE SE APCD IIAP ADDENDUM FORM TO REPORT HAZAR OUS Alit POLL ANT EMISSIONS OR OTHER POLLUTABn NOT LISTIP ABOVE. •\ e r PROCESS WFORMg Unit rcrip0on of Pmeening Unit IMendNo.: Uu/T� 4I4Q-, I `/{ » FUEL INFORMATION I Description of Combustion Unit I"rUSQ( &45 e0/7/2655/006' /A/C : -4 _ G ± \ r 0! /� \ a / % �IE. POLLUTION CONTROL EQUIPMENT Type of Control Equipment • Primary Secondary ° !' �)� : 2s Zi !)} |/. ° \ a < _\ $S%} ! �cact | /! g| b JUN 2? '95 15:29 FR TIDEWfTER COMPRESS ION713 744 0676 TO DENIER CO __ATTACHMENT 1 -do trable UM jy * Compliance Plan for a Waukesha 7042GL Engine P.63/05 Purpose This plan is interned to satisfy the requirements ofthe Colorado Air Quality Regulations. Tho goal of this plan b to keep the actual engine emission levels below thelevels listed in the attached Air Polimion Emission Notice. The Plan The engindcompressor unit will be inspected once a month as part of the preventative maintenance program. This inspection will cover the current operating conditions and all major components. An emissions test will be performed after installation and an an quarterly basis, during scheduled preventative maintenace,inspection Calla. The following items wll be measured and recorded, using a portable analyzer. NO (ppm) NO2 (ppm) CO (ppm) Fabaast Temperature Operating Speed Intake Manifold Pressure Engine power output will be estimated using a compressor perfnmance calculation program. Test results and proof of monthly maintenancermspectiona will be kept on file in the field office. Those records will be available for inspection by the Air QualtyEureaa, upon request These records wil be available as long as tho equipment is on location. JUN 27 '95 1529 FR T IDEWATER C0MPRESS(0N713 744 8676 TO DEFILER CO ATTACHMENT Emission Rate Calculations P.04/05 Proposed Source 4Thg.Tal3kE UNIT The manufacturer rates the Waukesha 7042GL natural gas fired, intend combustion engine with a design rating of 1330 brake horsepower (bhp) at 1200 rpm, 6500 it elevation, and 100 °P. ambient temperature. Waukesha limits the engine speed to a minimum speed of 1200 rpt. The maximum horsepower available from this engine is 1478 brake horsepower. Operation fiexiibiiity is desired: therefor; sae deration is not considered in the caladatlons. Nitrogen oxide (NOx) and Carbon Monoxide emissions calculations arc based on the emissions levels of3.0 g/bhp-hr. This level is above the levels listed on the attached enissiona data from Waukesha -Pearce /no Proposed emission levels provide a high degree of confidence that this Waukesha 7042GL engine will comply with the permitted levels. The following calculations are assumed the source will operate continuously throughout the year for 365 days and 24 hours per day (8,760 boars per year): Emission Rates NOx = (3.0) a/bbn-br x (1330) ho = (8.8) lb/hr 453.6 grams/ib (8.8) bb/hr x 24 hr/day x 365 day/yr = (38.6) tons/yr 2,000 lbs/ton CO (3.0) a/bho-hr x (1330) ho = (8.8) lb/hr 453.6 grams/lb (8.81 lb/hr x 24 br/day x 365 day/yr = (38.6) tons/yr 2,000 lbs/tan NMHC = (2.0) a/bho-hr x (13301 hp = (5.9) lb/hr 453.6 grams/ lb (5.91 lb/hr x 24 hr/day x 365 day/yr = (25.7) tons/yr 2,000 lbs/ton JUN 30 '95 1528 FR TIDEWATER COMPRESSION713 744 8676 TO D€MER CO P.02/02 ATTACHMENT EMISSIONS CALCULATIONS (continued) Velocity Calculations Stack Area = $,1416 x (1.0) £t' _ (0.79) ft' 4 Ave Velocity = Plow / Area = (8776 ft'/min)/(0.79) ftp _ (11,173) ft/min or (186) ft/sec Fuel Consumption Calculations The fuel consumption rate is approximately 7,300 Stu/bhp-hr. The Calculation given below assumes continuous operation year round and that the fuel gas contains 1,000 Btu/ft'. F10.1 C MMMotion a 11.400111tu/blm-Lr i I111o1Wm r 8.764h (45,1 X106) ft,/year (1.400) 3tu/gt' 84,1 INc£/yr r* TOTRL PPGE.02 you JUL 03 '95 11:19 FR TIDEWATER COMPRESSION713 744 8676 TO DENVER CO TIDEWATER To: From: Subject: Date: Copy: Ref: Pages: Scott Gullette Xike.Sullivan Exhaust data July 3, 1995 7o42GL engine 1 Here is the information Exhaust Stack Height Exhaust Static Diameter Exhaust Flow Rate Exhaust Temperature y Let me know it You need Thanks, )(IL P.01/01 Compn:saion Engineenmg PO aat400d9 4430Brinmomv/toad $Darin. Tear 772A8 713_7444660, on 253 713-741-8676 (fax) 113466.6574 (fax) You requested. 161 2-1/2" 12" 8775 £t3/min 8100F 186 £t/sec or 11,173 anything else, ft/min a* TOTAL PAf:.01 — JGK/4, 1400 BHP. Single -nage. low -emission engine -driven. gas -storage unit Ontario. Canada TESTING / INSPECTION Ariel test runs each unit for at least four hours using a special break-in oil insuring parts compati- bility and to preset all lubrication systems. Complete machine is subjected to a thorough inter- nal inspection after the test -run and the inspector's plaque affixed to the unit. All cylinders are hydro - tested to 150% of maximum allowable working pressure. PACKAGING Ariel compressors are packaged in adherence to a strict set of stan- dards insuring packages compatible with Ariel's exacting quality con- trol. Modern design achieving vir- tually vibration -free operation rec- ommends Ariel packages for use in critical vibration areas such as off- shore platforms, pilings and barges. Onshore, Ariel packages are easily mounted and operated on trailers for maximum portability and are excellently suited to poor soil con- ditions, sills, prepared sand or shell -filled foundations. Model JGX/4. 5 -rage Marine Seismic Compressor, engine driven in ser - vie on aWes:em Geophysical Seismographic 514 The min discharges air at 2000 psi Tis 264j X cylinder an the /n stage is the largest Ariel makes. Coal Seam Gas Gas Gathering Propane Refrigeration Gas Lift Pipeline Testing Injection APPLICATIONS Well Depletion Vapor Recovery Flare Elimination Plant Air Inert Gas Seismic Air Fuel Gas Boosting Process Gas Pipeline Evacuation Air Drilling CNG ARIEL CORPORATION WORLD HEADQUARTERS Industrial Park Mount Vernon, Ohio 43/150-948: USA TELEPHONE: 61, t7 -031I FAX: 614/397-3856 REGIONAL SALES OFFICES Bristol. Calgary, Caracas. Denver. Houston. Jakarta. r Orleans. Paris, Rotterdam and Singapore 511794 )GK Rind in USA. ex..frame JGF-,/orgeda,edlnauthat Gray or dude iron pima,. available with or NJnu'rider ring: �..�• mnheat. babblvdshoe ,u o with a 44Po' nng em„beadpin wiot'rheaugh.bolr 410111 es lot O. FEATURES Rugged Crankcase Heavily ribbed, (with spacer bars for stiffening) high strength cast iron base with removable lightweight, aluminum top cover and removable end covers for ease of access. Heavy Duty Crankshaft Forged steel precision machined with integral counterweights. Precision Bearing Shells Precision -machined, tri -metal main and con- necting rod bearings. Rugged Crossheads and Guides Cast iron crosshead guides, exter- nal ribbing and removable side covers. One-piece, long life crossheads with direct full pressure lubrication at top and bottom for minimum wear. Hardened and ground, steel crosshead pins. Rigid Connecting Rods Forged steel four bolt, heavy duty "H" section. Quiet Auxiliary Drive Fully enclosed and continuously lubricated chain drive adjusted by positive positioning eccentric vernier. 011 and Dust Seal Foolproof, non -contacting crankshaft oil seal plus reliable non -wearing dust seal. Proven Cylinder Design Ductile iron non -cooled compressor cylinders with ample nozzles and large gas passages. High Strength Bolting Grade 8 bolts or B-7 studs on all pressure parrs. All bolting designed for accessibility. Efficient Valving- Plate type valves designed for modem speeds utilizing non-metallic valve plates as standard. Selected to adhere to established, low valve velocity standards. Durable Pistons One piece, wear resistant ductile or gray iron in all diameters. Available with or without rider rings. Stout Piston Rods Short, stiff, precision ground alloy steel piston rods with locking crosshead nut. Close tolerance threads are 1/4" under rod diame- ter for easy installation through packing. Piston Rods are ion -nitride hardened. Full Pressure Lubrication A chain driven lube oil pump provides pressurized cooled oil through a full flow oil filter to all moving pans in frame. A block distribution system supplies metered oil to cylinder walls and rod packing. Stainless steel tubing used throughout. Priming pump for srart- Head-End Variable Volume Pocket Unloaders Ductile iron with stainless steel stem, sealed by Teflon Chevron packing and protected by machine tool grade bellows. Serviceability Entire unit is designed for ease of repair. All components are readily accessible. Standardization Many components are interchangeable throughout the various lines. 14-44" JGK Cylinders CYLINDERS The first Ariel cylinders were designed in the late 1960's. Earlier research indicated that mod- ern high speed, short stroke cylinders do not require the water cooling necessary to the previ- ous generation of compressor cylinders. The innovative design of Ariel cylinders eliminates major maintenance problems associated with water cooling such as scaling and corrosion and avoids preheating of inlet gas, reduces gas pulsa- tions, reduces pressure drops and enhances over- all efficiency. Piping is greatly reduced. There is no parasitic drain of horsepower from a water pump. Overall weight is reduced as is the cost of fabrication. Cylinders are ion-nitrided, increasing surface hardness which reduces cylinder bore wear to an absolute minimum. Ariel cylinders, com- bined with the innovative design of the entire Ariel compressor, have earned Ariel the reputation for the lowest operating and maintenance costs of any gas compressor available today. CYLINDER SPECIFICATIONS Class Operation Material Bore MAWP 45/,' K Double Acting Forged Steel 444" & 453" 3500 psi 53/8" K Double Acting Cast Steel 5" & 5/3' 2500 psi S1/8' K -HP Double Acting Forged Steel 5" & 53/8" 3500 psi 614" K Double Acting Ductile iron 57/4" & 644" . 2050 psi 644" K -HP Double Acting Ductile Iron 574" & 644" 2435 psi 744" K Double Acting Ducdle Iron 61/4" & 71/4" 1900 psi 7,4" K'}i Double Acdng Ductile Imn 61y' & 7'/j' 2200 psi 814" K Double Acdng Ductile Iron 75," & 81/f 1800 psi 95a" K Double Acting Ductile Iron 914" & 953' 1270 psi 11" K Double Acting Ducdle Iron I0'/2' & II" 845 psi II" K -HP Double Acdng Ducdle Iron 101/2' & II" 1000 psi 121if K Double Acting Ducdle Iron 12" & 121/2" 635 psi 12W' K -HP Double Acting Ducdle Inc 12" & 1202" 700 psi 1414" K Double Acting Ductile Inc 1314" & 14'/j' 635 psi IP/j' K Double Acting Ductile Lon 151/s" & 1553' 500 psi 17'/," K Double Acting Ducdle lion 1714' & 1743" 250 psi 2048" K Double Acting Ductile Iron 1914" & 2058" 200 psi 22" K Double Acdng Ductile Iron 2T' 170 psi 24'/3" K Double Acdng Ductile Iron 2414" 140 psi 264," K Double Acting Ducdle Iron 261/2• 125 psi 21/3' KT Tandem-SAIfE Forged Steel 2'/," & 21/4' 7900 psi P/," KT Tandem-SACE Forged Steel Cast Steel 5" & 5't," 5" 4 ) 514" 1500 psi 2500 psi 51/s" KT Tai }SANE 954" KT Tandcm-SACE Ductile Iron 943" &'" 954" 1270 psi ARIEL JGK COMPRESSOR COMPRESSOR FRAME SPECIFICATIONS JGK/2 JGK/4 Stroke, inches 5-1/2 5-1/2 RPM to 1200 to 1200 Piston speed. FPM to 1100 to 1100 Number of throws 2 4 Horsepower to 1200 to 2400 Crankshaft 11, (from bonom), inches 17 17 Maximum Width, inches 154 154 Maximum Length, inches 57 95 Average Weight with cylinders, lbs. 9,300 13.600 Oil Pump Capacity, GPM 14 25 Oil Heat Rejection, BTU/HR 20,000 34,000 Sump Capacity, gallons 15 37 Internal Rod Loads Double Acting Compression + Tension, lbs. 70,000 70,000 Tension, lbs. 35,000 35.000 Compression, lbs. 40,000 40,000 Single Acting Tension, lbs. 35,000 35,000 08/22/95 08:39 FAX 15053347537 TIDEWATER 0 3a' o" / 9 ' 3 7�s t __ 1002 1 , L JUN -30-1995 10:14 FROM LUDEWHFER COMP., DENVER 10 19706254636 P.03 • •- POWER RATINGS* INTERCOOLERINLETWATER TEMPERA11JRE 85° F (29° C) 730° F (54° C) a lar �d ta6o mlurbccliwat athFlh-77000-1104 apt. HE brranalrb 2PC(774 am5W4�Israbased wm.m 30% ISO 3045. SAEwhm ib(1 ItPa349. and C8i010SITY1 rep3rlpnron).Rt aannWt wad War DIN cm :mAw78-71C mmprdatmmptrre mnmdons. M natural Des ager ntkgsata bandana heel x1000 32219 (33.5 ILIThrn3) SLHV. 115 acme (per ASTM D-2700 test method). Fa 30061ms or Wets other /ad rnmi t 33andeeit Ow Waukesha Engin,Diwica APP6aaon ERS4rriq Dapaan a 1 FUEL CONSUMPTION O4° F (40° C) LC. WATER ..am .iaaa.aaa. ..IO.A. if FOS Oa W. ...°.a MIN r w 130° F (64° C) LC. WATER 11•111a2 aaaa Nab - T. -..n a .ronowrs.L ti 7110 an •—'7 Now amr 141.,5 pros nun m r s r a WAUKESHA SALES OFFICES WORLDWIDE BrandsCa4lgaat�ry Wnrer Houston Mann San Francisco Singapore Waukesha Plast • 1a5 2E&eEGG T Y % 051.M1 31030357 81 ; 92 777- 3#234411 Canavle.mlINtYta 0numa..ra.n 'iambi — ,n. e.meu..Wine. aAVab 0.:fma,r.a ar un i �ciOlM"Moa W bth aev oca*y gaay@n .wa yak am a a 4;mbar Rtla ht. pans a a•OFIIai smut aaaaresLR6ll Paasaa/a+naMa.a 1 ardkSResha fl WAUKESHA ENGINE DIVISION DRESSER INDUSTRIES, INC. n N 0a r. .��MK taxa 700 tar 500 RPM 5W Ret 1 o Rao tiro tier 1100 RPM T obi Om 125 n® 1310 1415 1547 ,n Los apiieThstakinpo I32 ten no 1210 - - a lar �d ta6o mlurbccliwat athFlh-77000-1104 apt. HE brranalrb 2PC(774 am5W4�Israbased wm.m 30% ISO 3045. SAEwhm ib(1 ItPa349. and C8i010SITY1 rep3rlpnron).Rt aannWt wad War DIN cm :mAw78-71C mmprdatmmptrre mnmdons. M natural Des ager ntkgsata bandana heel x1000 32219 (33.5 ILIThrn3) SLHV. 115 acme (per ASTM D-2700 test method). Fa 30061ms or Wets other /ad rnmi t 33andeeit Ow Waukesha Engin,Diwica APP6aaon ERS4rriq Dapaan a 1 FUEL CONSUMPTION O4° F (40° C) LC. WATER ..am .iaaa.aaa. ..IO.A. if FOS Oa W. ...°.a MIN r w 130° F (64° C) LC. WATER 11•111a2 aaaa Nab - T. -..n a .ronowrs.L ti 7110 an •—'7 Now amr 141.,5 pros nun m r s r a WAUKESHA SALES OFFICES WORLDWIDE BrandsCa4lgaat�ry Wnrer Houston Mann San Francisco Singapore Waukesha Plast • 1a5 2E&eEGG T Y % 051.M1 31030357 81 ; 92 777- 3#234411 Canavle.mlINtYta 0numa..ra.n 'iambi — ,n. e.meu..Wine. aAVab 0.:fma,r.a ar un i �ciOlM"Moa W bth aev oca*y gaay@n .wa yak am a a 4;mbar Rtla ht. pans a a•OFIIai smut aaaaresLR6ll Paasaa/a+naMa.a 1 ardkSResha fl WAUKESHA ENGINE DIVISION DRESSER INDUSTRIES, INC. n N 0a r. .��MK taxa 180 tam co WV 100 tar (000 MI 1100 RPM 1200 WaU Tr6xbp°°dm a 575 WM Ra 1732 13$ 1475 lowTt11s�1psA 423 005 1105 1>'$ a lar �d ta6o mlurbccliwat athFlh-77000-1104 apt. HE brranalrb 2PC(774 am5W4�Israbased wm.m 30% ISO 3045. SAEwhm ib(1 ItPa349. and C8i010SITY1 rep3rlpnron).Rt aannWt wad War DIN cm :mAw78-71C mmprdatmmptrre mnmdons. M natural Des ager ntkgsata bandana heel x1000 32219 (33.5 ILIThrn3) SLHV. 115 acme (per ASTM D-2700 test method). Fa 30061ms or Wets other /ad rnmi t 33andeeit Ow Waukesha Engin,Diwica APP6aaon ERS4rriq Dapaan a 1 FUEL CONSUMPTION O4° F (40° C) LC. WATER ..am .iaaa.aaa. ..IO.A. if FOS Oa W. ...°.a MIN r w 130° F (64° C) LC. WATER 11•111a2 aaaa Nab - T. -..n a .ronowrs.L ti 7110 an •—'7 Now amr 141.,5 pros nun m r s r a WAUKESHA SALES OFFICES WORLDWIDE BrandsCa4lgaat�ry Wnrer Houston Mann San Francisco Singapore Waukesha Plast • 1a5 2E&eEGG T Y % 051.M1 31030357 81 ; 92 777- 3#234411 Canavle.mlINtYta 0numa..ra.n 'iambi — ,n. e.meu..Wine. aAVab 0.:fma,r.a ar un i �ciOlM"Moa W bth aev oca*y gaay@n .wa yak am a a 4;mbar Rtla ht. pans a a•OFIIai smut aaaaresLR6ll Paasaa/a+naMa.a 1 ardkSResha fl WAUKESHA ENGINE DIVISION DRESSER INDUSTRIES, INC. n N 0a r. .��MK taxa JUNL' r, , 1,1; I ; F Nl ill f l liEWR iER COMP.. DENVER. IU WAUK SHA .LEAN COMBUSTLON GAS ENGINE STANDARD EQUIPMENT AIN CLEANEN-Tao, dry Inv with rain eldtH and =Ace Indicedir. BARRING DEVICE- Mend. BEARINGS • Heavy duty, replaceable, poschion lype. BItGA1H671 - Ejector type, Sas breads ryetan.01osed CON NECIPIG RODS • Drop forged sed, rile drilled. CONTROLST8791-Pnoutrade Sadapiotoperkmdvdvasfor sir stonedpiib. Engine mounted and panelwldltwo push team whaPOoeopereeldai'startvahearcaked whenstarter k rot eanibod hl' Waukesha betides engine ONOR push Stn. One manbd an eMwside of the engine. CRANKCASE -Integral osmixtaseardcylmler frame. Mdnleaing ran tilled ed topped kr lempenae senwra Does not 'Sudo serum. CRANKSHAFT - ComM*aieMod, (egad seal• lawn mein treari ga,burdened*crow and dynamically beanwd CRANKSHAFT PULLEY, FRONT SEGMENT •Ten bah (254 mm) pith deuaerpulley, with six owecton *Na grooves. CYLINDERS -Removable 'retype cylinder liners. CYLINDER HEADS -Tredve irerdongeada, valve -in -head type. Thu stelae iced (makeaidtwo steWb laced edherstvalwsper cy9der. Bulb lend intake and erthstst wive sed insane. Hatlrvale. Mors aMbydrateiopUMmds. In aspmdumber and named nal control rakes. ENGINE ROTATION - Cpadeldodcwia when beg flywheel ENGI !MONITOFWIO DEIRCED-Frgnebe nasvupba. Ir -type, are wiled macadentJunction boxfordedWwemrtemperaaae, him ol sanpen s's% intake marbdd ternpasaas. kabala' cyandrr Swat temperas and pre and poet Whine tompeaawa Magnetic pickup wiped b- tachometer and hoemeae Wise by pressure and intake madkld pressure saa:hg Inds an anniwmd Ina commas hulk head EXHAUST OWLET -Sing* vwAc l al rest Resale ams( ornec0on with 8- Q03 noir) pipe Gage.• . RYWHEEL - Apprmc WR2 . 155000 9.412; with ring dear (206 leth), madhkad b awptao dive adapters:31 Sr (810 mm) . pielbgre,30.27(768mm)bo@ratle.(12)0.77-10nppedheet or air (734 mm) plot faro. 2725' (692 one) bat oda. (12) 0.525%11 tapped hales and (12) 0.7W-10 tapped hdx FLYWHEEL. HOUSING • No. CO SAE FUEL SYSTEiN • Dud natural gal. 4- (102 Ito) duplex ppdratt comuretora Tw Rhe Model 99, 7 (51 mm) ear regulators. 3650psi (241-345 kPa) gas inlet pressure rewired Predamber Nal system and caned logic GOVERNOR - Woodward UG -8 1.0 hydmdk lever-dpe. with bkto*pye Weed control Moulted an risk nand side. )CLARION - Waukesha Custom Englr'+Conuda Ionian Modde. &Cort ®glial ignition system.. DC power required. INTERCOOLER-Ak-to-watts. 1 FVFLINC GILTS I'Y ib2'34636 P.02 7042GL 1108 -1702 BHP Nadal 7042GL. . T1rrtochargedand kiarnroal ct Tswlw Cylhdo, Lean combs Four -Cycle Gas Ergine SPECIFICA71ONS Cylinders V12 Piston Displaeamam 7040 in.3 (11514 Bore & Stroke 9.375• x SS (238 x 216 mm) Compression Ratio 10.51 Jacket Water System Capacity 100 gal (379 L) Labe Oil Capacity 73 gal (276 L) Starting System . 125-t50 psi afr. as; 2442V ekc rte Dry Weght 21,000 m. (9525 kg) Full Load Exhaust Emissions x CO2.65 gR>?'P..hr HC (non -methane) 1.00 g.hp-hr LUBRICATION - Fun pressure. Gar tiro prmp. Pasta's Kar, 3a gallon (136 Was) opacity, not mounted. incudes finale comedians. Includes nba ei starer. mound on engine. Ablgaa motor driven menace pump. Requites final prong. MANIFOLDS - Exhaust, (2) water cooled. at, COOLER - Wit tarmastedc temperature conceder and pressen regulating valve. Not =tinted at, PAN- Base Lype. TB gegen (2951rea)61 galOn (307 Malaga galon (176 arm) apache inducing ater- PAINT - Meld Orange Prins. PISTONS - Alumas inwith float nor pin. Standard 8:1 co pressen nab. Santp' 10:1 canpreaaion ado. ' Sterdatd 8.21 congression raft. Ca =dad SHIPPING SKID -Steal tor domestic truck or raL TURBOCHARGERS • Theo. ply typo. Wxcogaes manAed VIBRATION DAMPER - Two. Meatus lype.Vlamha ppe. Guard included with remote mounted radanr or no redmtr. WATER CIRCULATING SYSTEM, ANOWNY aRC18T - For of code and inerwdatTor ad codec Pump k belt driven horn ' *TER C11 pu0ed. Include thermoaGINEJ WATER CIRCULASTNG SYSTEM, ENGINE JACKET -Ba ct P water dmrkli 'unp. duster type thennosledc Temperature making valve; (W flow bypass moa Rape mnntJ6te and meting Sagas kr (2) V (102 mm) lieu and (1) 7 (127 mm) r a. dl I dlu L 1 1 II I 1 I I, el H1 ul bl of Y FI dl di 054 PVil WMII 8O1101S tl3 O0 1131UY L dig c 0 0 tt b 0 L'.Luq do=s a R TI ; O Al‘ d g 1 Ai Y f P r4 it 0 T MK •r j 181787 B-949 P-841 08/10/95 10:29A PG 1 OF 3 PEC DOC NOT MILDRED AISTORF GAR1I.D COUNTY CLERK AND RECORDER ,3. 00 RIGHT-OF-WAY GRANT (ROADWAY) KNOW ALL MEN BY THESE PRESENTS: That the undersigned, W.F. Clough, P.O. Box 686, Rifle, CO 81650, hereinafter called Grantor, the owner of the real estate hereinaftd described, for Ten Dollars and other valuable consideration received, does hereby grant, bargain, sell, convey and warrant unto Snyder Oil Corporation, hereinafter called Grantee, its successors and assigns, a non-exclusive right-of-way and easement in and across the following described real estate in Garfield County, Colorado, to wit: Township 6 South, Range 94 West, 6th P.M. Section 13: Part of the NE/4 together with full rights of ingress and egress to and from same. For a more particular description of the right-of-way and easement, see the attached Exhibit "A" which by this reference is incorporated herein. This right-of-way and easement is granted for the purpose of affording the Grantee access to said lands and to permit Grantee to occupy and utilize said real estate for roadway purposes insofar as Grantee's activities are reasonably necessary to its current or future oil and gas operations on the subject or adjacent lands. Such activities include, but are not limited to such common oil industry practices as transport of drilling rigs, workover rigs, tractor trailers, hauling drillpipe, casing and production tubing, water hauling trucks, perforation and fracture treatment trucks, oil tankers, daily access by pumpers and meter readers utilizing standard sized pickup trucks, and other equipment and vehicles necessary, in Grantee's opinion, to carry on Grantee's oil and gas operating activities. Said use of the roadway shall extend to Grantee, its employees, agents, contractors and licensees and their equipment of whatsoever kind. The right-of-way herein granted shall be eighteen feet in width, the centerline of which is described in the attached Exhibit "A." In consideration of the Right -of -Way grant, both parties agree as follows: a. Grantor, its heirs or assigns, shall without obligation of maintenance, have the right to use the roadwayfor any and all passage purposes, provided that Grantee shall not be liable for any injury or damage to Grantor or third parties resulting from such use. Grantor's use shall not impair or interfere with the exercise by Grantee of any of the rights herein granted. Grantor shall not create or permit any obstruction, building, water body, engineering works or other structure over or on the right-of-way and easement. b. Grantee will indemnify and hold harmless Grantor from any legal actions as a consequence of Grantee's activities on said roadway. c. Grantee does not and shall not claim at any time any interest or estate of any kind or Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81650 481787 8-949 P-842 08/10/95 10:29A PG 2 OF 3 extent whatsoever in the roadway by virtue of this grant or by its use of the roadway, other than the right-of-way and easement granted hereby. d. All rights herein granted by Grantor to Grantee shall terminate upon the permanent abandonment of all oil and gas associated facilities accessed by Grantee via this right-of-way and easement. Acceptance of this grant and the payment by the Grantee of the consideration above expressed shall bind the parties hereto to all of the terms and conditions hereof, whereupon this agreement shall extend to and be binding upon the parties hereto and their respective heirs, legal representatives, successors and assigns, including any independent contractor of Grantee engaged in operations hereunder. ,�yy,,,,{{�� EXECUTED THIS /'7� DAY OF JULY, 1995. GRANTOR: W.F.Clough STATE OF COLORADO LCf3VNTY OF GARFIELD -The foregoing instrument was acknowledged before me this / day of July, 1995, by W.F. (lough. WITNESS my hand and official seal. My Commission Expires: 10-7-97 Notary Public Murk L. W;l- i/00 57t. SOU f 4, 50;re /loo E7fle, Co S/& o 970-6025- 112o1 Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81650 j YUSIUI EXHIBIT "A" Attached hereto and made.a part hereof that certain Right -of -Way Grant (Roadway) dated the /cis day of July, 1995, from W.F. Clough. t S81e3!'IS'E - )6311' POIWR ONE IIER� PO POLE Decal/ Scala: 1" n 60' US II/pIWAY8 NIG11(-08-WAY PENCE. Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 • Rifle, Colorado. 81650 513vo'W - JI.3e' Na3YJ'lS'W - 1J8J1' w Pe. PoleI 481788 B-949 P-844 08/10/95 10:31A PG 1 OF 1 AEC DOC NOT MILDRED AIS:ORF GARFIELD COMFY CLERK AND RECORDER 6.00 LETTER OF AUTHORIZATION I, W. F. Clough, 300 East 5th, Rifle, Colorado 81650, as surface owner of the lands described below, in accordance with an Easement Grant for Surface Facilities dated effective August 9, 1995 from W. F. Clough to Snyder Oil Corporation, hereby authorize Snyder Oil Corporation, 1625 Broadway, Suite 2200, Denver, Colorado 80202, to submit an Application for Special/Conditional Use Permit to install, operate and maintain, a natural gas compressor and related facilities on the following described land in Garfield County, Colorado: Township 6 South, Renee 94 West, 6th P.M. Section 13: A tract in the NE/4 described as beginning at a point in the NE/4 of Section 13, T. 6 5, R. 94 W., 6th P.M. which bears S09°01'22"W 1491.82 feet from the northeast corner of said section (being a set marked stone); thence S01°06'45"W 616.13 feet; thence S73°00'E 31.56 feet; thence N88°53'15"W 238.71 feet; thence N01°06'45"E 626.13 feet; thence S88°53'15"E 268.71 feet to the point of beginning. Basis of bearings is the east line of the SEJ4 of Section 21, T. 6 S., R. 93 W., 6th P.M., which is assumed from G.L.O. information to bear north. Containing 3.859 acres, more or less. Dated this 9th day of August, 1995. W. F. Clough 32995.1 Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81650 481785 B-949 P-838 08/10/95 10:26A PG 1 OF 2 REC DOC NOT MILDRED ALSDORF GARFIEID COUNTY CLERK AND RECORDER 11.00 EASEMENT GRANT FOR SURFACE FACILITIES FOR AND IN CONSIDERATION of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, W. F. CLOUGH, 300 East 5th, Rifle, Colorado 81650, hereinafter called "Grantor,' hereby grants unto SNYDER OIL CORPORATION, a Delaware corporation, 1625 Broadway, Suite 2200, Denver, Colorado 80202, hereinafter called "Grantee,' its successors and assigns, an easement for construction, installation, maintenance, inspection, operation, repair, removal and replacement of a natural gas compressor, pig receiver, storage tank, separator, slug catcher and other equipment and appurtenances associated with Grantee's oil and gas production and transmission business upon a tract of land in Garfield County, State of Colorado, described as follows: Township 6 South, Ranee 94 West. 6th P.M. Section 13: A tract in the NE/4 described as beginning at a point in the NE/4 of Section 13, T. 6 S., R. 94 W., 6th P.M. which bears S09°01'22"W 1491.82 feet from the northeast corner of said section (being a set marked stone); thence 501°06'45"W 616.13 feet; thence S73°00'E 31.56 feet; thence N88°53'15"W 238.71 feet; thence N01°06'45"E 626.13 feet; thence S88°53'15"E 268.71 feet to the point of beginning. Basis of bearings is the east line of the SE/4 of Section 21, T. 6 5., R. 93 W., 6th P.M., which is assumed from G.L.O. information to bear north. Containing 3.859 acres, more or less. together with the right of ingress and egress to and from same. IT IS MUTUALLY UNDERSTOOD AND AGREED BETWEEN THE PARTIES AS FOLLOWS: Grantee shall be responsible for all costs and expenses of effecting compliance with all Garfield County zoning regulations to permit the Grantee's intended use of the tract of land described above. Grantor agrees to cooperate fully with Grantee's efforts to effect compliance with local and state laws and regulations applicable to Grantee's use of the premises including, but not limited to, the procurement of a special use permit from the Board of County Commissioners of Garfield County. 2. Grantee agrees to maintain its equipment in a safe condition and agrees to indemnify and hold Grantor harmless for any damages to persons, personal property and real property caused by Grantee's operations on the premises. 3. The rights granted herein may be assigned in whole or in part. Any such assignment shall relieve Grantee of any liability or obligation to Grantor created by this grant of easement. 4. Upon request by Grantor, the surface facility easement herein granted shall terminate and all rights thereunder revert to Grantor when the surface facilities located thereon have not been used by Grantee for a period of one (1) year except when non-use is caused by acts or circumstances beyond the control of Grantee. 5. Upon the termination of this Grant, Grantee shall have the right to remove all equipment and structures upon the premises. 6. This grant of easement shall be binding upon the parties hereto, their heirs, successors and assigns. 33966.1 Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81650 481785 B-949 P-839 08/10/95 10:26A PG 2 OF 2 IN WITNESS WHEREOF, Grantor and Grantee have executed this easement grant effective the 9th day of August, 1995, GRANTOR W. F. CLOUGH STATE OF COLORADO COTJNTY OF GARFIELD ) ss. GRANTEE SNYDER 3IL CORPORATIO B Mark J. Choury, as Attomey-in-Fact for Snyder Oil Corporation JI: fore. -_The foregoing instrument was acknowledged before me this et—day of August, 1995 by W. F. Clough. FV-}ITNESS my hand and official seal. My commission expires: to STATE OF COLORADO COUNTY OF .Den v el ) ) ss. Notary Public: civt L. 16,11%. Residing at: rim 12. S -SBU/6t J �Vr gide, eo ¢ /650 The foregoing instrument was acknowledged before me this c" 79day of August, 1995 by Mark J. Choury as Attomey-in-Fact for Snyder Oil Corporation. WITNESS.my hand and official seal. My, comtdissibn expires: ///30/96 )]966.1 or)/ esidin blit: at /5/5,4t444yoe Den ✓e , eo f%ao2 Return to: SNYDER OIL CORPORATION 400 7th St. South Suite 1200 Rifle, Colorado 81E QUITCLAIM DEED r0 N < ,.1 W ri 0 0).. C7 V a 05 pi 0 in 0 N Q U W c [r. 3 0 0 Q w m G c v° 3 5 ° 'o F a `o U 4) T t E u ° 9 3 °1.11 0 a L - e0 r10co c Ri whose legal address is 300 East 5th, Rifle, Colorado 81650 and State of Colorado, granteeps), L ° 3 O .S H '' 3 NOw-ww a e S o .63 U U a m yN'rl r)o m 0 E 2 0 6 4.J U) - N •--1 d' w )-1 �.. o o. C 1, ai }.1 N N C' r) O .. ` c5. tin O 0 0 w Lf7 01 4J W r� on v o di da rd U1 ° -6•A IrA{ .1-1 to N 0 0 0 N a s >) B -4 F 5 •.. QJ oli ,C@ N O ro A.. o C rr1 v 'C (9 F >,1 +� 5 5 0 (1) d• i c rCI 0 CI o• `�' c J-. C N �py 1) N N N .N s a v E vea ° m U 43N,�44 44 W 40-1 W �U) 3 a.e m E °• ^: ' ++•W0O-3 1 .1 Or-IO 0 Zo NS . • •oL v v "• C ) J •oo 1n « a °' 6 O Nr�r-I N LOr-1 N C •$ o 1n�`�U) CD u C d 3 0 •o.`d s°Fs 2annom - -0) • O N d r1r1�MNM O0 ' )"1 ,_. 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