Loading...
HomeMy WebLinkAbout1.0 ApplicationI§ GARFIELD COUNTY Building & Planning Department 108 811 Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 F acsimile: 970.384.3470 W\wt.qarfield-county.com PIPELINE DEVELOPMENT PLAN [Q PIPELINE DEVELOPMENT PLAN AMENDMENT (Check tho box that appllos) GENERAL INFORMATION (Please print legibly) y Name of Pi12eline Owner : Enterp riso Gas Processing , LLC ,. Mailing Address: 1100 Louisiana Telephone: ~)820-5608 ,_ City: Houston State: TX Zip Code: 77002 Cell: (303 ) 98 1-4775 ,_ E-mail address:Vlc Buffolli· email: vjbuffelti@epco.com FAX: (303 ) 820-5601 ).. Name o f Owner's Re12resentative, i f any, {Attorney, Plann!;!r, Consullant, etc): ;... PVC MI· Land Planning Divisio n ;... M ailin g Address: 1038 County Road 323 Tel ephone: ~ 625"5350 ,_ City: Rifle State: co Zip Code: 81650 Cell: ( 970 ) 379-0428 ;;.. E-mail address: phil@pvcml.com FAX: ~) 625-4522 ;... Description of Proj ect : Construction or a 4.18 mllo long 16 inch dlomo1er pipelino w 1U1 a pig launcher and a pig receiver. ;. General Location of Pipeline (Right-of -Way): The plpe lino will start at thO Conn Creek Meter Sta tion loca ted in SS. TIS. R97W and will deliver natural gas to tho Logan Wa sh T urin to the 24" Great Div ido Plpoline at S31. 17S. R97W. ;.. Diameter and Distance o f Pipeline: 4.18 miles long and 16 inch diameter ,_ General Legal D escri ption : Ploa so soo Tob 5 or th o appl lcotion for lega l exh lbils/agreements ,_ Existi ng Use: Agricultural and Natu ral Resources Development ;.. Pipeline ROW Distance (in acres) 22.61 Acres Private. 23.63 Acres BLM. ;. zone D istrict: Re so urce Land s-Genllo Slopes Zone Di stric t Last Rovlsod 1/1109 Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 2- Vicinity Map 9-104 (A) All plan copies below are provided in 11x17 and D size drawings. These alignment sheets indicate the alignment of the proposed pipeline, surface ownership, adjacent surface ownership and pipeline length. A. Vicinity Map- Forerunner Corporation drawing 12622-1800-311 “Logan Wash 16” Pipeline- 200’/350’ Impact Envelopes with Surface Ownership-Garfield County Colorado” dated April 22, 2009. B. Alignment Sheets Cover Sheet- Drawing 12622-1800-00A Revision P6 Drawing 12622-1800-001 Revision P6- Alignment Sta. 0+00.0 to 61+05.7. Drawing 12622-1800-002 Revision P6- Alignment Sta. 61+05.7 to 121+40.4. Drawing 12622-1800-003 Revision P6- Alignment Sta. 121+40.4 to 171+86.6. Drawing 12622-1800-004 Revision P6- Alignment Sta. 171+86.6 to 220+82.3. Drawing 12622-1800-301 Revision P6- Conn Creek Open Cut Crossing Plan & Profile Drawing 12622-1700-001 Revision P2- Piping Plan 16” Pig Launcher Drawing 12622-1700-002 Revision P2- 16” Launcher Piping Elevations Drawing 12622-1700-004 Revision P2- Piping Plan 16” Pig Receiver Page 1 of 2 Page 2 of 2 Drawing 12622-1700-005 Revision P2- 16” Receiver Piping Elevations Drawing 12622-1700-010 Revision P3- Launcher/Meter Site Drawing 12622-1700-102 Revision P2- Receiver Tie-In Site Piping Plan, Details Drawing 12518-1700-102 Revision 1- Oxy 10” Conn Creek to Logan Wash 10” Pipeline Receiver & Tie-in site piping plan, details. C. Pipeline Staging Area Mapping 1. Improvement Location Certificate for Enterprise Products, Inc. Pipe Storage Lease Parcel. 21 acre lease parcel located in the NW1/4 of Section 5 and NE ¼ of Section 6, T8S, R96W, 6th P.M. dated 4/12/2009. 2. File 48776- Location Surface Use Area & Road Right-of-way on Fee Lands (For office and yard site) dated 4/15/2008. 7 acre lease parcel located in Section 33, T7S, R96W, 6th P.M. Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 3- Project Overview 9-104 (B) April 21, 2009 Mr. Fred Jarman Director Garfield County Building and Planning Department 108 8th Street, 4th Floor Glenwood Springs, CO 81601 Dear Mr. Jarman, Please consider this binder our application for a Development Plan Review for Right-of- Way for the Enterprise Gas Processing, LLC-Logan Wash 16” Pipeline. Project Overview Enterprise Gas Processing, LLC, (Enterprise), being a subsidiary of Enterprise Products Partners, LP has prepared the attached materials with the intent to receive permits necessary to construct the Logan Wash 16” Pipeline. The purpose of this project is to construct a pipeline that will allow gas from the OXY interconnect at Conn Creek to be metered and transferred South to Enterprise’s 24” Great Divide Pipeline. The pipeline is being proposed to provide safe, reliable and cost effective transportation of natural gas produced in the area. Project Description The project is a proposed pipeline project consisting of about 4.18 miles of new 16-inch diameter, 1,440 psig MAOP (Maximum Allowable Operating Pressure) pipeline all within Garfield County, Colorado. The project is largely located within and adjacent to Page 1 of 5 existing pipelines. The proposed Logan Wash 16” Pipeline route would parallel an existing 10-inch pipeline constructed by Enterprise in 2008 and the TransColorado Pipeline for its entire length. The pipeline is being constructed to deliver natural gas from the Conn Creek Meter Station (Section 8, T7S, R97W) to the Logan Wash Tie-In (Section 31, T7S, R97W). A pig launcher will be placed at the North end of the pipeline and a pig receiver will be installed at the South end of the pipeline. Construction of the pipelines will primarily consist of conventional trench and bury installation methods. We have also identified a 7 acre office and yard site in Una and a 21.154 acre pipe yard on Highway 6 & 24 for staging areas. Both of these yards have been previously permitted by Garfield County for the Enterprise- Marathon Gathering System project. Pipeline right-of-way Length and Widths – The total project right-of-way length is approximately 22,110 lineal feet (4.18 miles) located on fee and public lands. The construction and permanent right-of-way varies throughout the project length. The minimum construction right-of-way on the project is 65 feet in width. The minimum permanent easement on the project is 25 feet in width. Please see alignment sheets in Tab 2, specifically the “Easement” band. As per the Garfield County Unified Land Use Resolution of 2008 Section 9-102, “Development Plan Review for Pipeline Right-of-Way”, Enterprise is required to apply for a Development Plan Review for Right-of-Way because the proposed pipeline is “greater than 12” in diameter and over 2 miles in length”. We have located the new pipeline largely, in existing, disturbed right-of-way to limit surface disturbance to previously disturbed areas. The design and construction of the pipeline system will be in accordance with applicable regulations, recognized industry codes and the normal and customary practice for these type of facilities. These regulations and codes include the latest accepted editions of 49 CFR 192 Transportation of Natural and Other Gas by Pipeline: Minimum Federal Safety Standards and ASME B31.8 Gas Transmission and Distribution Piping Systems. The pig launchers and receivers will be designed in accordance with Section VIII of the ASME Boiler and Pressure Vessel Code. We have also identified a 7 acre office and yard site in Una and a 21.154 acre pipe yard on Highway 6 & 24 for staging areas. We are utilizing these existing staging areas, in an effort of adaptive re-use, for the Logan Wash 16” Pipeline project. Materials are included with the respective sections of the application that detail these 2 areas. Page 2 of 5 Pre-Application Conference A pre-application conference was held on April 9, 2009 with Dusty Dunbar- Garfield County Senior Planner III to discuss the project. Please find attached a copy of the pre- application form prepared by Ms. Dunbar. Page 3 of 5 Maximum operating pressure, pipe material specifications, basic construction requirements and other such design factors for the project are listed below. Pipeline Specifications Design maximum operating pressure: Normal operating pressure: 1,440 psig 1,400 psig Design Factor = 0.72 16” OD x 0.375” WT x API-5L, X42-52 Design Factor = 0.60 (Induction bends and launcher and receiver sites) 16” OD x 0.500” WT x API-5L X-52 Valve and flange rating: ANSI Class 600 Pipe coating, typical installation: Nominal 15 mil thick film-fusion bonded epoxy Factory applied (TF-FBE) Pipe coating, Creek crossing installation: Abrasion resistant overlay (ARO) nominal 40 mil Powercrete J over nominal 15 mil (TF-FBE) Pipe coating, fabricated assembly installation: Bare metal pipe provided for fabrication. Below grade installation primer coated and tape wrapped. Above grade installation spray painted with epoxy based paint protective coating. Minimum pipe cover in trench: 4’-0” for general areas 4’-0” for road and creek crossings Trench dimensions: Width: Pipe OD + 1’6” minimum Pipe OD + 3’-0” maximum Depth: Min Cover + Pipe OD + 0’-6” Note: for trenches greater that 5’-0” total depth, conditions shall be inspected by a qualified person and appropriate slope stability measures implemented as required for safety. This may include sloping, shoring and bracing trench walls as directed by the qualified person. Pipeline product: Field grade semi-wet natural gas, flammable, non-toxic. Operating temperature: Nominal 60° F, Typical range 40° F to 120° F Maximum design temperature coatings 120°F Maximum design temperature for the pipeline system is 120°F Page 4 of 5 Page 5 of 5 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 4- Diagram showing adjacent properties and the approximate location of buildings and their uses within a distance of 350 feet of any proposed structure, facility or area to be disturbed. 9-104 (C) There are no buildings within 350 feet of the proposed pipeline. Please see details on sheet 12622-1800-311 “Logan Wash 16” Pipeline- 200’/350’ Impact Envelopes with Surface Ownership-Garfield County Colorado”. attached in tab 2- Vicinity Map 9-104(A). Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 1 Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 5- Evidence of surface owner notification and of surface agreements 9-104 (D) Agreements: Logan Wash 16” Pipeline 1. Pipeline easement agreement- Chevron USA, Inc./Enterprise Gas Processing, LLC, dated April 1, 2009. 2. U.S. Bureau of Land Management- Right of Way Grant. This process is being run concurrently with the Garfield County Pipeline Administrative Permit. A copy of this document will be submitted to Garfield County upon receipt of the grant. Please see Tab 7- Regulatory Permit Requirements in which a copy of the SF299 application is attached. 3. Right-of-way and Easement agreement- Savage Limited Partnership I/Enterprise Gas Processing LLC, April 8, 2009. Staging Area 1. Property Lease Agreement dated April 30, 2008 between Specialty Restaurants Corporation and Stockton Restaurant Corporation and EnCana Oil & Gas (USA), Inc. for a 7 acre office and yard site located in the NE1/4 NE1/4 of Section 33, Township 7 South, Range 96 West of the 6th P.M.- Garfield County Assessor Parcel Number 2409-324-00-138. 2. Property Lease Agreement dated April 30, 2008 between Specialty Restaurants Corporation and Stockton Restaurant Corporation and EnCana Oil & Gas (USA), Inc. for a 21.154 acre Pipe yard located in Sections 5 and 6, Page 1 of 3 Township 8 South, Range 96 West of the 6th P.M.- Garfield County Assessor Parcel Number 2447-064-00-057. 3. Assignment, Conveyance and Bill of Sale between EnCana Oil & Gas (USA), Inc. and Enterprise Gas Processing, LLC dated 7/21/08. This agreement, in part, transfers leases of the above noted Staging Areas to Enterprise Gas Processing, LLC from EnCana Oil & Gas (USA), Inc. Please see Exhibit A- Page 14- “Local Permits” 1- Garfield County Administrative Permit and Exhibit B- Section II- “Other Agreements”- Leases #4 and #6 are the Specialty Restaurants/EnCana Leases attached above. 4. December 11, 2008 Specialty Restaurants Corporation Acknowledgement of assignment of the 7 acre and 21.154 acre leases from EnCana Oil and Gas (USA), Inc. to Enterprise Gas Processing. 5. Extension of lease agreement between Specialty Restaurants Corporation to Enterprise for both the 7 acre and 21.154 acre leases dated January 12, 2009. These agreements cover all of the easements and right-of-way necessary for installation and maintenance of the pipeline and associated staging areas. Proof of Ownership: In order to comply with recent requests by the Garfield County Attorney’s office and his concerns regarding the accuracy of the Garfield County Assessor’s records, we have prepared Title Commitments for each of the subject properties that the Marathon Gathering System and the Jackrabbit Compressor Station will be constructed upon. Please find attached the following title commitments: 1. Chevron, USA Inc.- P.O. Box 285 Houston, TX 77001. Garfield County Assessor’s Parcel Number: 2413-251-00-016. Stewart Title Order Number 18874-C2 with an effective date of January 23, 2009. 2. Bureau of Land Management- 50629 Highway 6&24 Glenwood Springs, CO 81601. Garfield County Assessor’s Parcel Number: 2411-342-00-956. Title has not been provided for this property as the SF 299 submittal to the BLM, please see Tab 7, is evidence of ownership by the BLM. 3. Savage Limited Partnership I- 5953 County Road 320 Rifle, CO 81650. Garfield County Assessor’s Parcel Number: 2411-082-00-011. Stewart Title Order Number 18740-C2 with an effective date of January 23, 2009. Page 2 of 3 Page 3 of 3 4. Specialty Restaurants Corp 80 PCT Stockton Restaurant Corp 20 PCT 8191 East Kaiser Blvd Anaheim, CA 92808-2214 Garfield County Assessor’s Parcel Number: 2409-324-00-138. Please find attached a Warranty Deed dated 1/10/01 noting ownership. This ownership is current as per the Garfield County Assessor’s records. 5. Specialty Restaurants Corp 80 PCT Stockton Restaurant Corp 20 PCT 8191 East Kaiser Blvd Anaheim, CA 92808-2214 Garfield County Assessor’s Parcel Number: 2447-064-00-057. Please find attached a Warranty Deed dated 1/10/01 noting ownership. This ownership is current as per the Garfield County Assessor’s records. As per our pre-application meeting with Dusty Dunbar- Garfield County Senior Planner III and previous County interpretation, we have provided surface ownership information for the pipeline and have not provided mineral ownership information. Each of the parcels above have been reviewed on the Garfield County Assessor’s website and the title work and the Garfield County Assessor’s website comport with each other. Thank you for your assistance on this project. Please contact me with any questions that you may have. Sincerely, Philip B. Vaughan President PVCMI- Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 6- Need for Proposed Action 9-104 (E) The purpose of this project is to construct a pipeline that will allow gas from the OXY interconnect at Conn Creek to be metered and transferred South to Enterprise’s 24” Great Divide Pipeline. The transportation of this natural gas via pipeline is a critical process in delivering gas to the market system as is needed to keep up with the natural gas production curve of the natural gas gathering system. As per the Garfield County Zoning Resolution section 9-102, Enterprise Gas Processing, LLC is required to apply for a Development Plan Review for Right-of-Way because the proposed pipeline is “greater than 12” in diameter and over two miles in length”. The proposed pipeline exceeds the 12” diameter and 2 miles in length threshold. Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 1 En t e r p r i s e G a s P r o c e s s i n g , L L C Lo g a n W a s h 1 6 ” P i p e l i n e - D e v e l o p m e n t P l an R e v i e w f o r R i g h t - o f - W a y A p p l i c a t i o n Su b m i t t a l I t e m T a b 7 - R e g u l a t o r y P e r m i t R e q u i r e m e n t s 9 - 1 0 4 ( F ) Pe r m i t A g e n c y P e r m i t N e e d e d P e r m i t S t a t u s _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co l o r a d o D e p t . o f P u b l i c H e a l t h C o l o r a d o D i s c h a r g e P e r m it S y s t e m T h e C D P S P e r m i t wa s i s s u e d o n A u g u s t 2 6 , 2 0 0 8 . an d E n v i r o n m e n t - P e r m i t # C O R - 0 3 E 2 4 9 . Wa t e r Q u a l i t y C o n t r o l D i v i s i o n T h e St o r m w a t e r M a n a g e m e n t P l a n a n d P e r m i t i s a t t a c h e d i n T a b 2 1 - C o n s t r u c t i o n M a n a g e m e n t P l a n . Co l o r a d o D e p t . o f P u b l i c H e a l t h C o l o r a d o D i s c h a rg e P e r m i t S y s t e m T h e C D P S P e r m i t w a s i s s u e d o n A p r i l 8 , 2 0 0 8 . an d E n v i r o n m e n t - P e r m i t # C O R - 0 3 D 5 5 2 Wa t e r Q u a l i t y C o n t r o l D i v i s i o n T h e S t o r mw a t e r M a n a g e m e n t P l a n a n d P e r m i t i s 7 A c r e O f f i c e a n d Y a r d S i t e a t t a c h e d in T a b 2 1 - C o n s t r u c t i on Management Plan. an d 2 1 A c r e P i p e y a r d Pa g e 1 o f 3 US A r m y C o r p o f E n g i n e e r s N a t i o n w i d e P e r m it 1 2 f o r u t i l . a c t i v i t y P l e a s e f i n d a tt a c h e d t h e U . S . A r m y C o r p o f En g i n e e r s c o r r e s p o n d e n c e ( F i l e S P K - 2 0 0 9 - 4 3 5 ) ap p r o v i n g t h e N a t i o n w i d e 1 2 p e r m i t f o r t h e o p e n cu t c r e e k c r o s s i n g o f Co n n C r e e k a t S t a t i o n 20 2 + 0 1 . 5 l o c a t e d o n S a v a g e L i m i t e d P a r t n e r s h i p I pr o p e r t y . Co l o r a d o A i r Q u a l i t y C o n t r o l C o m m i s s i o n F u g i t i v e d u s t e m i s s i o n s T h e C o n s t r u c t i o n P e r m i t 0 8 G A 0 8 6 3 L w a s i s s u e d Lo g a n W a s h 1 6 ” P i p e l i n e i n 2 0 0 8 an d w a s u p d a t e d v i a t h e e n c l o s e d l e t t e r f r o m E n t e r p r i s e t o t h e C D P H E d a t e d 4 / 8 / 0 9 . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Co l o r a d o D e p a r t m e n t o f P u b l i c H e a l t h a n d E n v i r o n m e n t - W a t e r Qu a l i t y C o n s t r u c t i o n D e w a te r i n g W a s t e w a t e r D i s c h a r g e Co n t r o l C o m m i s s i o n P e r m i t . T h i s p e r m i t w a s a p p l i e d f o r o n 3/ 3 1 / 0 9 b y E n t e r p r i s e . P l e a s e s e e t h e d o c u m e n t a t i o n at t a c h e d . T h i s p e r m i t i s f o r t h e d e w a t e r i n g t h a t m a y oc c u r d u r i n g t h e o p e n c u t o n C o n n C r e e k . __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U. S . D e p a r t m e n t o f I n t e r i o r U S B L M L i c e n s e f o r u s e P l e a s e f i n d t h e e x e c u t e d S t a n d a r d Bu r e a u o f L a n d M a n a g e m e n t F o r m 2 9 9 “ A p p l i c a t i o n f o r T r a n s p ortation An d U t i l i t y S y s t e m s a n d F ac i l i t i e s o n F e d e r a l La n d s ” d a t e d M a r c h 2 0 0 9 a t t a c h e d . Pa g e 2 o f 3 Pa g e 3 o f 3 Co l o r a d o D e p t . o f T r a n s p o r t a t i o n A c c e s s Pe r m i t C D O T 3 0 7 0 4 1 d a t e d 4 / 5 / 0 7 . 21 a c r e p i p e y a r d H i g h w a y 6 & 2 4 Ga r f i e l d C o u n t y R o a d & B r i d g e A c c e s s P e r m i t G a r f i e l d C o u n t y G R B 0 8 - D - 7 7 i s s u e d 0 7 / 2 8 / 0 8 . Ga r f i e l d C o u n t y R o a d 3 0 0 7 a c r e o f f i c e / y a r d __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 8- Primary Project Participants 9-104 (G) Listing of company representative, company and individual acting as an agent for the company and construction company contacts. There are no federal and state agency contacts. EPCO Inc.- Authorized Representative Mr. Alex Lopez P.O. Box 1298 Grand Junction, CO 81502 Phone: 970-261-6305 Email: aslopez@epco.com Forerunner Corporation - Project Designer and Survey firm Paul Akridge P.E. Forerunner Corporation 3900 South Wadsworth Blvd. Suite 600 Lakewood, CO 80235 Phone: (303) 969-0223 Email: p.akridge@forerunner.corp Pipeline Construction Company To be determined Page 1 of 2 Page 2 of 2 Thank you for your assistance on this project. Please contact me with any questions that you may have. Sincerely, Philip B. Vaughan President PVCMI- Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 9- Project Facilities 9-104 (H) The Enterprise Gas Processing, LLC- Logan Wash 16” Pipeline project facilities are noted in attached mapping prepared by Forerunner Corporation in Tab 2- Vicinity Map 9- 104 (A). The following drawings in Tab 2 detail the project facilities that are above grade. All above grade piping at the pig launcher and pig receiver facilities will be painted Desert Brown to blend with the environment and the existing facilities on-site. The pig launcher and pig receiver sites will be fenced with 8’ tall chain link fencing for security purposes. Drawing 12622-1700-001 Revision P2- Piping Plan 16” Pig Launcher Drawing 12622-1700-002 Revision P2- 16” Launcher Piping Elevations Drawing 12622-1700-004 Revision P2- Piping Plan 16” Pig Receiver Drawing 12622-1700-005 Revision P2- 16” Receiver Piping Elevations Drawing 12622-1700-010 Revision P3- Launcher/Meter Site Drawing 12622-1700-102 Revision P2- Receiver Tie-In Site Piping Plan, Details Drawing 12518-1700-102 Revision 1- Oxy 10” Conn Creek to Logan Wash 10” Pipeline Receiver & Tie-in site piping plan, details. Page 1 of 2 Page 2 of 2 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 3 Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 11- Sensitive Area Survey 9-104 (J) Please find below relevant sections of the Garfield County Unified Land Use Resolution of 2008 in regards to the Logan Wash 16” Pipeline. 9-104 (J) “Sensitive Area Survey: List the types and areas of concern along the pipeline right-of-way, such as: sensitive plant populations; identified cultural, archeological, paleontological resources; and wetlands identified during preconstruction environmental surveys, if applicable.” Enterprise Gas Processing, LLC has contracted with a respected environmental science firm, WestWater Engineering from Grand Junction, CO. The following reports are attached: A. Wildlife and Sensitive Areas Report dated December 2008 prepared by WestWater Engineering. B. Limited-Results Cultural Resource Survey Form dated 4/16/08 for 21 acre pipeline staging area and the 7 acre office/storage staging area. C. Habitat Assessment for the Collbran Pipeyard Parcels dated 5/2/08. WestWater Engineering has prepared a review and analysis of the proposed right-of-way alignment in regards to identification of the following on private property: A. Threatened and Endangered Plant Species- Page 5 of 20. None identified within the proposed right-of-way. B. Federal Listed Threatened, Endangered, Candidate Wildlife Species- Page 6 of 20. None identified within the proposed right-of-way. C. State Listed Threatened, Endangered Special Concern Wildlife Species- Page 7 of 20. Colorado River cutthroat trout may occur within the project area. D. Birds of Conservation Concern- Raptors- Page 7 of 20. No occupied raptors nests were identified during the survey. Page 2 of 3 E. Birds of Conservation Concern- Other than raptors- Page 10 of 20. None identified within or near the proposed right-of-way. F. Greater Sage-Grouse-Page 10 of 20. No sage grouse sign was observed during the surveys. It is unlikely that sage grouse will occur on the project site, due to the habitat and terrain present along the proposed pipeline. G. American Elk and Mule Deer- Page 11 of 20. There is mule deer and American elk winter range along the route. This alignment includes mule deer winter range/winter concentration areas/severe winter range and in the northern portion, elk winter range. The project schedule for construction of the pipeline will occur during the summer months and is within and parallel to existing pipeline rights-of-way, thus impacts should be minimal. H. Black Bear and Mountain Lion- Page 11 of 20. The pipeline route is within overall range for black bear and mountain lion and a Fall concentration area is noted at the northern end of the pipeline for Black Bear. The report notes that the project area is not mapped by CDOW as a potential mountain lion conflict area. The project schedule for construction of the pipeline will occur during the summer months and is within and parallel to existing pipeline rights-of- way, thus impacts should be minimal. I. Small Mammals- Page 12 of 20 details small mammals in the area. Page 15 of 20 notes the small amount of the new disturbance is not expected to affect small mammal populations. J. Other Bird Species- Page 12 of 20 notes the bird species in the area. K. Reptiles- Page 14 of 20. Page 15 of 20 notes the small amount of the new disturbance is not expected to affect reptile populations. L Amphibians- Page 14 of 20. Page 16 of 20 notes the small amount of the new disturbance is not expected to affect amphibian populations. M. Fish- Page 14 of 20 notes that a survey was not made of Conn Creek. Page 16 of 20 notes the potential for compromise of this habitat by decreased water quality conditions. A stormwater management plan has been developed for the project and attached in Tab 22- Construction Management Plan for the purposes of erosion and sediment control for disturbed areas. N. Cultural Resources- Page 14 of 20. During the survey a newly recorded site and two isolated finds were located on private lands. The new site is situated 60 feet from the centerline of the proposed pipeline. This site will have a fence installed on the eastern boundary of the site for avoidance and protection. Other Mitigation Measures: Page 17 of 20- 2. Ongoing control of noxious and invasive weeds is recommended as an additional method to maintain native vegetation communities and favorable wildlife habitats. An “Integrated Vegetation and Weed Management Plan” is Page 3 of 3 provided for this project in a separate report in Tab 12- Revegetation/Weed Management Plan. Enterprise Gas Processing, LLC will comply with all applicable state and federal laws during construction of the pipeline in regards to sensitive and rare plant species and federally listed threatened and endangered birds. Cultural, archeological, paleontological resources Please note that we have designed the new pipeline largely within existing disturbed right-of-way areas, thus, there would not be any cultural, archeological or paleontological resources within this proposed right-of-way. Cultural Resources- Page 14 of 20. During the survey a newly recorded site and two isolated finds were located on private lands. The new site is situated 60 feet from the centerline of the proposed pipeline. This site will have a fence installed on the eastern boundary of the site for avoidance and protection. Wetlands Please see Tab 7- Regulatory Permit Requirements. Wetland disturbance is permitted by the U.S. Army Corp of Engineers via the Nationwide Permit 12 for utility activities noted. Consultation with the Colorado Division of Wildlife- Phil Vaughan attended a meeting with J.T. Romatzke- Area Wildlife Manager- Grand Junction- Area 7 and Albert Romero- District Wildlife Manager at the CDOW offices in Grand Junction, CO on 4/9/09 to review the project alignment sheets, Wildlife and Sensitive Areas Report and the Integrated Vegetation and Noxious weed management plan. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 12- Rehabilitation Plan. Includes Revegetation Plan 9-104 (K) and Weed Management Plan 9- 104 (L). Steve Anthony- Garfield County Vegetation Management- Philip Vaughan met on-site with Steve Anthony on 4/16/09 to review the project and the materials below. Please see attached the following documents: 1. “Enterprise Logan Wash 16-Inch Pipeline 2009- Reclamation Plan” prepared by Aspen Environmental Field Services, LLC. 2. “Integrated Vegetation and Noxious Weed Management Plan- Logan Wash Pipeline” prepared by WestWater Engineering. Steve Anthony- Garfield County Vegetation Manager will need a quantity of the acreage to be disturbed to set forth the revegetation bond for the project. It is anticipated that this bond for the Logan Wash 16” Pipeline would be released after 2 growing seasons. Page 1 of 4 The disturbed area is determined using the following method: Summary ROW Length and Acreage Totals For Federal and Fee Lands Logan Wash 16” Pipeline Enterprise Gas Processing, LLC Owner Station Length LF Construction ROW Acres Total Surface Area Acres BLM TEWS 320’x185’ 320’x185’ 1.36 1.36 BLM 0+0.00 to 56+28.6 5628.6’ x 75’ 9.69 9.69 BLM TEWS 300’x50’ 300’x50’ 0.344 0.344 BLM TEWS 525’ x 50’ 525’ x 50’ 0.60 0.60 BLM TEWS 300’x50’ 300’x50’ 0.344 0.344 Chevron 56+28.6 to 80+20.0 2391.4’x 65’ 3.57 3.57 BLM 80+20.0 to 103+46.9 2,326.9’ x 75’ 4.01 4.01 BLM TEWS 2075’x25’ 2075’ x 25’ 1.19 1.19 Savage 103+46.9 to 130+88.4 2741.5’ x 80’ 5.03 5.03 Savage TEWS 150’x25’ x 3 occurrences 150’x25’= 3750x3= 11250 sq. ft. 0.26 0.26 BLM 130+88.4 to 162+92.2 3,203.8’x 75’ 5.52 5.52 BLM TEWS 800’x25’ 800’x25’ 0.46 0.46 BLM TEWS 100’x50’ 100’x50’ 0.11 0.11 Savage 162+92.2 to 220+92.5 5800.3’x80’ 10.65 10.65 Savage TEWS 100’x600’ 100’x600’ 1.38 1.38 Savage TEWS 300’x100’ x 2 occurrences 300’x100’=30000 x2= 60,000 sq. ft. 1.38 1.38 Savage TEWS 300’x50’ 300’x50’ 0.344 0.344 Total Acreage Fee Land- Pipeline Right-of-Way: 22.61 acres Total Acreage Fee Lands: 22.61acres Total BLM property: 23.63 acres We are prepared to post a reclamation/revegetation bond for the 22.61 acres disturbed. Page 2 of 4 As per our pre-application meeting, Steve Anthony has recommended a bond at the rate of $2,500 per acre for the pipeline. 22.61 acres x $2,500= $56,525.00 Staging Areas Please find attached the Reclamation Plan within the Stormwater Management Plan, Colorado Department of Public Health and Environment Discharge General Permit Certification No. COR-037959. This plan will address the 7 acre and 21 acre staging areas for the project. Please see the full plan in Tab 21. We would propose to have one bond for the 7 acre staging area and one bond for the 21 acre staging area. As per the Stormwater Management Plan, please see attached in Tab 21, the following seed mixture has been determined. Please find all of the reclamation details within the Stormwater Management Plan. i. EnCana High Mesa Reclamation Seed Mix (All grades accessible to drill seeder) (Crimped Straw Drill Seeding 2,000lbs/acre) Name %LBS/PLS/ACRE Regreen Cover 20 % Western Wheatgrass 15 % Thickspike Wheatgrass 10 % Indian Ricegrass 15 % Crested Wheatgrass 10 % Tall Wheatgrass 10 % Mountain Brome 10 % Slender Wheatgrass 10 % TOTAL 100 % @ 20 LBS/ACRE As per our pre-application meeting, Steve Anthony has recommended a bond at the rate of $4,000 per acre. 7 acre yard- $4,000 x 7 acres= $28,000.00 bond. 21 acre yard- $4,000 x 21 acres= $84,000 bond. Page 3 of 4 Page 4 of 4 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 14- Emergency Response Plan 9-104 (M) Please see attached the “Emergency Response Plan- County Plan- Logan Wash Pipeline- Garfield County, Colorado.” This document was submitted to Nick Marx with Debeque Fire Protection District and Chris Bornholdt-Emergency Operations Commander- Garfield County Local Emergency Planning Committee with the Garfield County Sheriff’s Department. The entire proposed pipeline is within the Debeque Fire Protection District. The pipeline staging areas near Una are both located within the Grand Valley Fire Protection District. The emergency response plan including both of these staging areas was submitted to the Grand Valley Fire Protection District in Fall 2008. Prior to start of pipeline construction, an on-site preconstruction meeting shall be held and Nick Marx shall be invited to attend and to speak regarding emergency response and the Debeque Fire Protection District. As per 9-104 (M), Enterprise Gas Processing, LLC agrees to reimburse the Debeque Fire Protection District for costs incurred in connection with emergency response for the operator’s activities at the site. Page 1 of 2 Page 2 of 2 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 15- Traffic Impact 9-104 (N) Logan Wash 16” Pipeline Construction The primary staging areas and the pipe materials will be stored at the three following locations: A. 7 acre office and yard site located in the NE1/4 NE1/4 of Section 33, Township 7 South, Range 96 West of the 6th P.M.- Garfield County Assessor Parcel Number 2409-324-00-138. B. 21.154 acre Pipe yard located in Sections 5 and 6, Township 8 South, Range 96 West of the 6th P.M.- Garfield County Assessor Parcel Number 2447-064- 00-057. C. The Logan Wash Meter Station at MP 0.0 in Section 31, T 7 S., R. 97 W. will be used as a staging area and is located on BLM property. These staging areas have access to Garfield County Road #300 for the 7 acre office and yard site and the 21.154 acre pipe yard has access to U.S. Highway 6&24. Please find copies of these access permits located in Tab 7- Regulatory Permit Requirements. It is anticipated that all of the pipe will be hauled to the construction right-of-way via Garfield County Road #204- Roan Creek Road and Garfield County Road #213- Conn Creek Road to its point of installation. Access Points are noted on the alignment sheets in Tab #2- Vicinity Map 9-104 (A). • Employee Parking –The work day will begin at 5:00 am and end at 8:00 pm, Monday through Saturday. All personal vehicles of Page 1 of 2 Page 2 of 2 employees will be parked at the primary staging area. Only Contractor vehicles will be allowed on to the pipeline right-of-way. • Employee Transportation – Each work day personnel will be transported to the work area in either Company vehicles or within a large capacity vehicle. • Access from Public Areas – Vehicles will leave the primary staging area, travel West on U.S. Highway 6 & 24 to Debeque, CO. From Debeque the vehicles will travel Roan Creek Road and Conn Creek Road to access the pipeline right-of-way. • Access Points (AP) – Entrance from designated access roads to the pipeline right-of-way and staging areas is limited to specific Access Points. Access Points are shown on the alignment sheets. The following table lists each Access Point and its corresponding point on the pipeline alignment. AP # Mile Post Station Access Road AP 1 MP 0 0+00 BLM Road AP 2 MP 0.65 34+35.7 BLM Road AP 3 MP 2.78 146+57.4 BLM Road Launcher MP 4.18 220+92.5 Conn Creek Road • Estimate Traffic Flow – The majority of the traffic outlined above can be expected between the hours of 7:00am and 8:00am and from 5:30pm to 6:30pm. There will be 15 to 20 pickup trucks, welding trucks, X-Ray trucks, etc., along with 20 to 25 large heavy hauling type vehicles during that time. One may anticipate 6 to 10 large capacity vehicles during the stated times. As many vehicles and equipment will be left at the secondary staging area as possible when not in use. Phil Vaughan made contact on 4/8/09 and 4/20/09 with Jake Mall of the Garfield County Road & Bridge Department regarding this application. Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 16- Staging Areas 9-104 (O) The primary staging areas and the pipe materials will be stored at the three following locations: A. 7 acre office and yard site located in the NE1/4 NE1/4 of Section 33, Township 7 South, Range 96 West of the 6th P.M.- Garfield County Assessor Parcel Number 2409-324-00-138. B. 21.154 acre Pipe yard located in Sections 5 and 6, Township 8 South, Range 96 West of the 6th P.M.- Garfield County Assessor Parcel Number 2447-064- 00-057. C. The Logan Wash Meter Station at MP 0.0 in Section 31, T 7 S., R. 97 W. will be used as a staging area and is located on BLM property. These staging areas have access to Garfield County Road #300 for the 7 acre office and yard site and the 21.154 acre pipe yard has access to U.S. Highway 6&24. Please find copies of these access permits located in Tab 7- Regulatory Permit Requirements. It is anticipated that all of the pipe will be hauled to the construction right-of-way via Garfield County Road #204- Roan Creek Road and Garfield County Road #213- Conn Creek Road to its point of installation. Access Points are noted on the alignment sheets in Tab #2- Vicinity Map 9-104 (A). • Employee Parking –The work day will begin at 5:00 am and end at 8:00 pm, Monday through Saturday. All personal vehicles of employees will be parked at the primary staging area. Only Contractor vehicles will be allowed on to the pipeline right-of-way. Page 1 of 2 Page 2 of 2 • Employee Transportation – Each work day personnel will be transported to the work area in either Company vehicles or within a large capacity vehicle. • Access from Public Areas – Vehicles will leave the primary staging area, travel West on U.S. Highway 6 & 24 to Debeque, CO. From Debeque the vehicles will travel Roan Creek Road and Conn Creek Road to access the pipeline right-of-way. Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 18- Garfield County Assessor’s Maps 9- 105 (B) Please find attached the following Garfield County Assessor Map that incorporates from Mile Post 0 and extends to Mile Post 4. 1. Map 2411 Staging Areas 1. Map 2447- 21 acre staging area 2. Map 2409-331- 7 acre office/staging area 3. Map 2445- Adjacent parcels 4. Map 2409- Adjacent parcels 5. Map 2409-284 Adjacent parcels 6. Map 2409-273 Adjacent parcels These maps are provided as per the Garfield County development code. A clearer representation of the alignment and property owners can be found in Submittal Item Tab 2- Vicinity Map 9-104 (A). These alignment sheets have the assessor parcel numbers for the property that the pipeline will be constructed through and the adjacent parcels. Page 1 of 2 Page 2 of 2 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 19- Listing of Adjacent Property Owners adjacent to or within 200 feet of the proposed right-of-way 9- 105 (B) The following is a list of landowners adjacent to or within 200’ of the proposed right-of- way for the Logan Wash 16” Pipeline project and within 200’ of the proposed pipeline staging yards. Private landowners are identified by Assessor’s Parcel Number and public lands are listed by address. This information is accurate as of April 17, 2009. Garfield County planning staff has made a determination that only surface owners are to be identified and notified regarding the proposed right-of-way. Please see attached in Tab 2 the Forerunner Corporation drawing 12622-1800-311 “Logan Wash 16” Pipeline- 200’/350’ Impact Envelopes with Surface Ownership- Garfield County Colorado” noting ownership within 350 feet of the proposed right-of- way. Properties that the Pipeline is being constructed upon. These property owners will receive a copy of the entire Development Plan Review for Right-of-Way Application that will be submitted to Garfield County. 1. Parcel #2413-251-00-016 Chevron, USA Inc. P.O. Box 285 Houston, TX 77001. Page 1 of 6 2. Parcel #2411-342-00-956 Bureau of Land Management 50629 Highway 6 and 24 Glenwood Springs, CO 81601 3. Parcel #2411-082-00-011 Savage Limited Partnership I 5953 County Road 320 Rifle, CO 81650. 4. Parcel #2447-064-00-057- Subject Parcel- 21.154 acre Staging Area Specialty Restaurants Corp 80PCT Stockton Restaurant 20PCT 8191 E Kaiser Blvd Anaheim, CA 92808-2214 5. Parcel #2409-324-00-138- Subject Parcel- 7 acre staging area Specialty Restaurants Corp 80PCT Stockton Restaurant 20PCT 8191 E Kaiser Blvd Anaheim, CA 92808-2214 Adjacent Property Owners to the Staging Areas All property owners noted below will receive a copy of the Public Notice regarding the project. 6. Parcel #2447-062-00-069 Cera, Catherine A & OHara, Robert P.O. Box 276 Parachute, CO 81635 7. Parcel #2447-061-00-056 Specialty Restaurants Corp 80PCT Stockton Restaurant 20PCT 8191 E Kaiser Blvd Anaheim, CA 92808-2214 Page 2 of 6 8. Parcel #2447-042-00-054 Jolley, M. Carter, Jr. P.O. Box 284 Glenwood Springs, CO 81602 9. Parcel #2409-334-00-152 Keinath, Steven PO Box 5628 Minneapolis, MN 55440-5628 10. Parcel #2447-043-00-053 Keinath, Steven W. & Sherry L. PO Box 5628 Minneapolis, MN 55440-5628 11. Parcel #2447-082-00-010 United States of America Address not listed on the Garfield County Assessor’s records 12. Parcel #2447-072-00-957 Bureau of Land Management 50629 Highway 6&24 Glenwood Springs, CO 81601 13. Parcel #2445-124-00-010 Specialty Restaurants Corp 80PCT Stockton Restaurant 20PCT 8191 E Kaiser Blvd Anaheim, CA 92808-2214 14. Parcel #2409-324-00-138 Specialty Restaurants Corp 80PCT Stockton Restaurant 20PCT 8191 E Kaiser Blvd Anaheim, CA 92808-2214 Page 3 of 6 15. Parcel #2409-342-00-108 Patterson, William R 60 PCT Power, Rodney C 20 PCT ETAL PO Box 1329 Grand Junction, CO 81502 16. Parcel #2409-334-00-152 Keinath, Steven PO Box 5628 Minneapolis, MN 55440-5628 17. Parcel #2409-342-00-107 Patterson, Williams & Power, Rodney & Tipping, Ronald E & Marie E P.O. Box 1329 Grand Junction, CO 81502 18. Parcel #2409-321-00-110 Williams Production RMT Co. Logan & Firming Inc. 3615 S Huron St Ste 200 Englewood, CO 80110 19. Parcel #2409-273-00-002 Strong, George P & Leslie J PO Box 808 Silt, CO 81652 20. Parcel #2409-331-00-002 Strong, John E. 1505 E 12th St Rifle, CO 81650 21. Parcel #2409-331-12-001 Parachute Commercial, LLC PO Box 700 Glenwood Springs, CO 81602 Page 4 of 6 22. Parcel #2409-331-11-001 Parachute Commercial, LLC PO Box 700 Glenwood Springs, CO 81602 23. Parcel #2409-284-10-001 Parachute Commercial, LLC PO Box 700 Glenwood Springs, CO 81602 24. Parcel #2409-284-10-002 K & M LLC 1500 Cnty Rd 259 Rifle, CO 81650 25. Parcel #2409-284-10-004 Gardner, Kenneth Allan 1113 Cooper Avenue Glenwood Springs, CO 81601-3922 26. Parcel #2409-284-10-005 Parachute Commercial, LLC PO Box 700 Glenwood Springs, CO 81602 27. Parcel #2409-284-10-006 Schaeffer, Nathan & Becky 171 County Road 340 Parachute, CO 81635 28. Parcel #2409-284-10-007 Schaeffer, Nathan & Becky (JT) 171 County Road 340 Parachute, CO 81635 Page 5 of 6 Page 6 of 6 29. Parcel #2409-284-10-008 Parachute Commercial, LLC PO Box 700 Glenwood Springs, CO 81602 30. Parcel #2409-273-09-001 Parachute Commercial, LLC PO Box 700 Glenwood Springs, CO 81602 31. Parcel #2445-101-00-951 Bureau of Land Management 50629 Highway 6&24 Glenwood Springs, CO 81601 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Construction Management Plan Logan Wash 16” Pipeline Project April 2009 1.0 INTRODUCTION 1.1 PURPOSE AND NEED Enterprise Products Operating, LLC (Enterprise) is proposing to construct the Logan Wash Pipeline Project to deliver natural gas from the Conn Creek Meter Station to the Logan Wash Meter Station. At the Logan Wash Meter Station, the proposed pipeline connects with the Great Divide Pipeline. There is a need to deliver the natural gas from OXY’s production north of the Conn Creek Meter Station to markets. 1.2 ROW GRANT AND TUP APPLICATIONS Enterprise proposes to construct the 4.18 mile 16-inch Logan Wash Pipeline of which 2.12 miles is on BLM-administered lands. On BLM-administered lands, construction of the Logan Wash Pipeline will require a 75-foot wide construction right-of-way (ROW) which includes a 50-foot wide permanent ROW and a 25-foot wide temporary use area. On private lands, the permanent easement varies from 25 to 30 feet in width and the temporary use area varies from 30 to 50 feet in width according to landowner agreements. On both private and BLM-administered lands, temporary extra workspace (TEWS) will be required for construction in areas of rugged terrain, waterbody crossings, road crossings, and at pipeline point of intersection (PI) locations. TEWS associated with the Logan Wash Pipeline Project are listed below in Table 1. Total short-term disturbance associated with the project on all lands is 46.39 acres (24.28 acres on BLM- administered lands). All long-term disturbance (0.88 acres on all lands and 0.83 acres on BLM- administered lands) is associated with upgrading an existing two-track road for temporary access. Table 1 Location, Purpose and Size of Temporary Extra Workspace Necessary for Construction of the Logan Wash Pipeline Name (milepost) Purpose Area (acres) Dimension (feet) Direction Land Ownership TEWS-0.00 Logan Wash Tie-In 1.21 185 x 320 West BLM TEWS-0.09 Steep Slope, PI and Staging 0.40 25 x 675 West BLM TEWS-0.32 Ingress/Egress, Road Crossing and Staging 0.34 50 x 300 West BLM TEWS-0.61 Side Hill, Road Crossing, PI and Staging 0.58 50 x 525 West BLM TEWS-1.07 Wash Crossing, ROW Transition and Staging 0.35 50 x 300 West BLM TEWS-1.55 Side Hill, Steep Slope, PI and Staging 1.16 25 x 2,075 West BLM TEWS-1.96 ROW Transition 0.09 25 x 150 West Private TEWS-2.25 Wash Crossing 0.09 25 x 150 West Private TEWS-2.32 Wash Crossing 0.09 25 x 150 West Private TEWS-2.62 Wash Crossing, Ingress/Egress and Staging 0.46 25 x 800 West BLM TEWS-2.78 Ingress/Egress and Staging 0.11 50 x 100 West BLM TEWS-3.65 PI and Conn Creek Crossing 0.91 100 x 600 Irregular West Private TEWS-3.84 Conn Creek Crossing 0.70 100 x 300 West Private TEWS-3.90 Ingress/Egress, PI and Staging 0.36 100 x 300 Irregular West Private TEWS-4.10 Conn Creek Meter Station Tie-in 0.37 50 x 300 East Private Total 7.22 Logan Wash 16” Pipeline Project – Construction Management Plan 1 2.0 PROJECT DESCRIPTION 2.1 LOCATION AND DESCRIPTION OF FACILITIES Pipeline Facilities. The Logan Wash Pipeline Project consists of 4.18 miles of 16-inch natural gas pipeline which would begin at the Logan Wash Meter Station in Section 31, T. 7 S., R. 97 W. (MP 0.0) and end at the Conn Creek Meter Station in Section 8, T. 7 S., R. 97 W. (MP 4.18). The proposed pipeline routes proceeds in a northerly direction crossing Logan Wash, an ephemeral stream, by open-cut methods at MP 0.06. Continuing in a northerly direction, and paralleling the TransColorado Pipeline and the Enterprise 10-inch pipeline, the Logan Wash Pipeline Project would cross 20 ephemeral unnamed tributaries to Conn Creek. All unnamed tributaries to Conn Creek will be crossed by open-cut methods when there is no water flowing in the drainage. At MP 3.83, the Logan Wash Pipeline crosses Conn Creek, a perennial stream. If there is water flowing in Conn Creek at the time of construction, it would be crossed by a dry open-cut method (i.e., either flume or dam and pump). The proposed pipeline would terminate at the Conn Creek Meter Station at MP 4.18. See Attachment A for a general location of the project. Access Roads. Existing county roads will be used to access the construction ROW at MPs. 0.00 and MP 4.18. An existing road will be used for temporary access from Conn Creek Road to the construction ROW which intersects the ROW at MP 2.78. This road was used during construction of Enterprise’s 10-inch pipeline in 2008. The road has been ripped and seeded and will not required additional disturbance; however, re-disturbance will be required. This road will be reclaimed to a two-track after construction. A temporary access road (TAR) will be required to access the construction ROW from Roan Creek Road intersecting the construction ROW at MP 0.66 (TAR-0.66) as shown in Table 2.3-5. This road is a 9-foot two-track road which will require upgrading to a 15-foot wide road surface in certain areas. This road will be reclaimed to a two-track road during reclamation. Pipe Storage and Contractor Yards and Staging Areas. The primary staging areas are the 7-acre staging area on County Road 300 near Una and the 21.154 acre staging area West of Una on Highway 6 & 24. Both of these yards are existing facilities and no additional disturbance will be required. The Logan Wash Meter Station at MP 0.0 in Section 31, T 7 S., R. 97 W. will be used as a staging area as well. No additional disturbance will be required at this location. 2.2 SCHEDULE Construction of the Logan Wash Pipeline Project is scheduled to begin upon receipt of applicable permits, and will take approximately 10 weeks to complete. A copy of the draft schedule is attached to this document. 2.3 WORKFORCE Construction activities will require an average workforce of 50 workers per day with a peak workforce of 84 workers consisting of Enterprise employees, contractor employees, construction inspection staff, and environmental inspection staff. Approximately 50 percent of the workforce is expected to be local. It is not expected that additional staffing would be required to maintain the facilities after construction. Logan Wash 16” Pipeline Project – Construction Management Plan 2 Personnel Quantity Surveyors 4 Construction Managers 1 Construction Engineers 1 Chief Inspector 1 Inspection Manager 1 Inspection Clerical 1 Inspectors 6 X-Ray Technician 4 Construction Supervisor 1 Assistant Supervisor 1 Contractor Clerical 2 Foremen 6 Equipment Operators 10 Welders 8 Welders Helpers 8 Laborers 24 Truck Drivers 5 Total 84 Vehicles and Equipment Quantity 4x4 Pickup 25 Large capacity vehicles 6 Bulldozer 2 Road Grader 1 Side Boom 8 Welding Trucks 10 Trucks with Flatbed Trailers 2 Stringing Trucks 2 Flatbed Trucks 2 Trackhoe 6 Rubber Tire Backhoe 2 Pipe Bending Machine 1 Dump Truck 2 X-Ray Van 4 Air Compressors 2 De-Watering Pumps 1 Side-Cast Seeder 1 Drill Seeder 2 Office Trailer 4 Equipment Trailer 4 Portable Toilets 4 2.4 TRAFFIC Interstate-70 is the major access for the construction location. Busses (three round trips per day) will be used for transportation of the workers to the construction ROW. In addition, there will be approximately 20 light-vehicle daily round trips and 15 heavy-vehicle round trips per day. Dust control will require up to eight heavy-vehicle round trips per day depending on site conditions. The majority of the workers will commute (by bus and light-vehicle) to the construction right-of-way early in the morning (between 7:00 a.m. and 8:00 a.m.) and will return in the evening during non-peak traffic hours (between (5:30 p.m. and 6:30 p.m.). Several heavy equipment vehicles will be transported to the site and left on the right-of-way until construction is complete. 3.0 CONSTRUCTION Standard pipeline construction techniques will be used along the pipeline route, which typically involve the following sequential operations: preconstruction survey, mobilization, clearing, grading, installation of Best Management Practices (BMPs) for erosion control, topsoiling, trenching, pipe stringing, welding and coating pipe, lowering in and padding, backfilling, strength testing, and cleanup and restoration. The construction techniques described below would be used unless site-specific conditions warrant special methods. Construction of the natural gas pipeline would begin after all required federal, state, and local approvals have been obtained. Logan Wash 16” Pipeline Project – Construction Management Plan 3 Company personnel and construction contractors will discuss procedures and permit approvals prior to construction. Pipeline Construction Pre-construction Survey. Construction staking is required to designate the centerline and outside right-of-way boundaries. The limits of disturbance would be clearly marked/staked prior to construction including the permanent easement/permanent right-of-way, temporary right-of- way, TEWs, and access roads. Utility lines would be located and marked to prevent accidental damage during pipeline construction. Sensitive areas to be protected from disturbance or that require monitoring would be marked. The location of access road entry points would be properly marked. Flagging, signs, and other markings identifying the limits of disturbance would be maintained through all phases of construction. A survey crew would be available during construction activities to refresh any damaged stakes. Mobilization. Construction equipment will be transported to the construction ROW via tractor trailer and unloaded within the designated staging area. Transportation equipment will be removed from the site or parked within the staging area once off loading is completed. Clearing and Grading. Vegetation will be cleared and the construction ROW will be graded to provide for safe and efficient operation of construction equipment and vehicles and to provide space for the storage of subsoil and topsoil. Construction activity and ground disturbance will be limited to approved, staked areas. Trees will be cut with a chain saw and/or mechanical shears and brush will generally be cut with a hydro-axe or similar equipment. Trees and brush will be cut as close to the ground as possible. Vegetative material will typically be shredded and scattered back across the surface to increase roughness, facilitate seeding establishment, and protect the construction ROW. Stumps that are not shredded or chipped and that are incorporated into the topsoil will be removed and disposed of at an approved disposal facility. Installation of Erosion Control BMPs. Erosion control BMPs will be installed immediately after clearing; however, it may be necessary to install erosion control BMPs near Conn Creek prior to clearing to minimize the potential for runoff to enter Conn Creek. Placement of erosion control BMPs will be according to the environmental alignment sheets in Enterprises’ Stormwater Management Plan. All erosion control BMPs will be routinely inspected and any damaged or temporarily removed structures will be replaced at the end of each working day. Topsoiling. Topsoil will be salvaged and protected along the entire alignment to facilitate revegetation of the construction ROW after construction is complete. On both BLM- administered and private lands, all available topsoil up to a depth of 6 inches will be removed from the trenchline and working side of the right-of-way and will be stored on the non-working side of the right-of-way. Topsoil will be stockpiled separate from subsoil and will not be used to pad the trench or construct trench breakers. In areas where the construction ROW crosses ephemeral drainages, the drainages will not be blocked with topsoil or subsoil piles. Topsoil and subsoil will be placed on the banks of the drainages. Gaps will be left periodically in the topsoil and subsoil piles. Subsoil will be windrowed to avoid ponding and excess diversion of natural runoff during storm events. Logan Wash 16” Pipeline Project – Construction Management Plan 4 Trenching. Access will be provided for landowners and grazing permittees to move vehicles, equipment, and livestock across the trench where necessary. Livestock operators will be contacted and adequate crossing facilities will be provided as needed to ensure livestock are not prevented from reaching water sources because of the open trench. The contractor will keep wildlife and livestock trails open and passable by adding soft plugs (areas where the trench is excavated and replaced with minimal compaction) during the construction phase. Soft plugs with ramps on either side will be left at all well-defined livestock and wildlife trails and at no more than half mile intervals along the open trench to allow passage across the trench and provide a means of escape for livestock and wildlife that may fall into the trench. Trenching activities will be completed using track hoes. The trench would be to one side of the construction right-of-way to allow for spoil to be placed opposite of the wider working side. Enterprise does not anticipate that blasting would be required during pipeline construction. Pipe Stringing. After trenching is complete, individual joints of pipe will be strung along the construction ROW adjacent to the excavated trench and arranged so they are accessible to construction personnel. A mechanical pipe-bending machine will bend individual joints of pipe to the desired angle at locations where there are significant changes in the natural ground contours or where the pipeline route changes direction. Welding and Coating Pipe. After stringing and bending are complete, the sections will be aligned, welded together, and placed on temporary supports along the edge of the trench. All welds will be visually inspected by a qualified inspector. Non-destructive radiographic inspection methods will be conducted in accordance with current requirements. A specialized contractor will be employed to perform this work. Any weld defects will be repaired or cut out as required under the specified regulations and standards. To prevent corrosion, the pipe will be externally coated with fusion bonded epoxy coating prior to delivery. After welding, field joints will be coated with a tape wrap, shrinkable sleeve wrap, or field-applied fusion bond epoxy. Before the pipe is lowered into the trench, the pipeline coating will be visually inspected and tested with an electronic detector and any faults or scratches will be repaired. Lowering in and Padding. Before the pipe section is lowered into the trench, an inspection will be conducted to verify that the pipe is properly fitted and installed in the trench, minimum cover is provided, and the trench bottom is free of rocks and other debris that could damage the external pipe coating. The pipe sections will be simultaneously lifted in position over the trench and lowered in place. Sifted soil fines from the excavated subsoils will provide rock-free pipeline padding and bedding. Sandbags may be used to pad the bottom of the trench instead of, or in combination with, padding with soil fines. In rocky areas, padding material or a rock shield will be used to protect the pipe. No topsoil will be used to pad the pipe. Backfilling Pipeline. Backfilling will begin after a section of pipe has been successfully placed in the trench. Backfill will be conducted using a bulldozer or other suitable equipment. Subsoil excavated from the trench will generally be used to backfill the trench, except in rocky areas where imported select fill material may be needed. Backfill will be graded and compacted, where necessary, for ground stability, by tamping or walking with a wheeled or tracked vehicle. Compaction will be performed to the extent that there would be no voids in the trench. Any excavated materials or materials unfit for backfill will either be utilized elsewhere or properly disposed of in accordance with applicable laws and regulations. Logan Wash 16” Pipeline Project – Construction Management Plan 5 Strength Testing. Once the pipeline is in place, the pipeline would be pressure tested with either nitrogen or water to ensure that the system is capable of operating at the design pressure. Prior to filling the pipeline for a strength test, each section of the pipeline would be cleaned by passing reinforced poly pigs through the interior of the pipeline. Pipeline integrity would be tested by capping the pipeline segments with test manifolds and filling the capped segments with either nitrogen or water and held for the required amount of time. Any substantial loss of pressure indicates that a leak may have occurred and would require further inspection. Nitrogen will be used to test the pipeline. The pipeline will be pressurized to a maximum of 95 percent of the pipe yield value and held at that pressure for a minimum of 4 hours. During the testing procedure, defaults in the pipe or welds would be detected. If defaults are present, they would be repaired and the testing would start over again. Cleanup and Restoration. Cleanup and restoration would occur after the natural gas pipeline is installed and backfill activities are completed. Cleanup of the surface along the construction ROW would include removal of construction debris and final grading to the finished contours. Permanent erosion control measures would be installed and seeding would occur in accordance with landowner requirements. Road Construction Design of all TAR-0.66 would incorporate standards and environmental Best Management Practices (BMPs) provided in Surface Operating Standards and Guidelines for Oil and Gas Exploration and Development Fourth edition, 2007 – a joint effort by the BLM and the Forest Service (BLM and Forest Service, 2007). TAR-0.66 would be constructed using BLM BMPs for typical road construction. Corrugated metal pipe (CMP) would be used to cross streams and drainage areas. The CMPs would be constructed in accordance with BLM specifications for typical culvert construction. TAR-0.66 would be unpaved using Colorado Department of Transportation Class 5 gravel or similar material. Aboveground Facility Construction Aboveground facilities include a pig receiver at MP 0.0 and a launcher at MP 4.18. These would both be located on existing disturbance associated with Enterprises’ the 10-inch pipeline. No additional short-term or long-term disturbance would be required. 4.0 SPECIAL CONSTRUCTION TECHNIQUES Road Crossings. The only roads crossed by the proposed pipeline are two-track roads. These roads will be open-cut and will be returned to their pre-construction condition. Waterbody and Wetland Crossings. One perennial waterbody and 21 ephemeral drainages will be crossed by the proposed Logan Wash Pipeline. Conn Creek is the only perennial stream that will be crossed (MP 3.83). Enterprise will cross Conn Creek by either flume or dam and pump methods if there is water flowing in the creek at the time of construction. All ephemeral drainages will be crossed when there is no flow in the channel. All waterbodies will be crossed in accordance with U.S. Army Corps of Engineers (COE) 404 Permit requirements. Livestock. Compensation or interim measures will be provided for critical facilities (such as watering sites) that are disrupted during construction or restoration through prior agreements with grazing permittees or landowners. Temporary fencing will be installed as required by pre- Logan Wash 16” Pipeline Project – Construction Management Plan 6 construction agreements with landowners to prevent livestock entry into the construction right- of-way. Fueling and Hazardous Materials. Fuels and hazardous materials will not be stored along the construction right-of-way. To minimize occurrence of contaminants from construction equipment, welding, and refueling entering surface water, Enterprise has prepared and will follow a Spill Prevention, Containment, and Countermeasures Plan (SPCC Plan), which was developed in accordance with state permit requirements. The SPCC for the 7 acre staging area is attached. Fire Control. Enterprise would comply with all federal, state, and local laws, ordinances, and regulations that pertain to the prevention, pre-suppression, and suppression of fires. If wildfires are observed outside of the project area, they will be reported immediately to the nearest fire dispatch office. Dust Control. Dust suppression techniques may be used in construction zones to mitigate the impacts of fugitive dust emissions in sensitive areas. Water for dust control would be obtained from either a private or municipal source. Magnesium chloride would not be used for dust control. Weed Control. All equipment would be thoroughly cleaned prior to being brought to the construction ROW to avoid contamination from noxious weeds. If working in sites with weed- seed contaminated soil, equipment would be cleaned prior to moving to uncontaminated terrain. Enterprise would avoid driving vehicles through areas where weed infestations exist. Enterprise has prepared and will follow a Noxious and Invasive Weed Management Plan. Erosion Control. Temporary erosion controls would be installed immediately after initial disturbance (clearing) and would be properly maintained throughout construction and reinstalled as necessary until replaced by permanent erosion controls or restoration is complete. These measures may include but are not limited to sediment barriers, slope breakers, mulch, and erosion control fabric. Enterprise has prepared and will follow the Stormwater Management Plans listed below for implementation of the BMPs. The following Stormwater Management Plans are attached: A. Enterprise Storm Water Management Plan- Orion Gathering System- Colorado Discharge Permit System- Stormwater Certification No: COR-03E249. This permit includes the Logan Wash 16” Pipeline construction. B. Enterprise Storm Water Management Plan- Collbran Pipeline Project- Colorado Discharge Permit System- Stormwater Certification No: COR-03D552. This plan includes the 21.154 and 7 acre staging areas. Waste Disposal and Sanitation. The following measures will be implemented and enforced in the performance of the project work: • Littering of any kind will not be allowed on the ROW. A daily litter-policing program will be employed in the work. • Construction and operating sites will be maintained in a clean and sanitary condition at all times. Collected wastes will be disposed of promptly at an approved site. Logan Wash 16” Pipeline Project – Construction Management Plan 7 Logan Wash 16” Pipeline Project – Construction Management Plan 8 • “Waste” means all discarded matter, including but not limited to, human waste, trash, garbage, refuse, oil and fuel drums, petroleum products, blasting boxes, worn out parts, abandoned equipment, leftover materials, etc. • Excess or unsuitable materials will be returned to the supplier, sold to a commercial salvage yard, turned in at commercial recycling center or delivered to public or private disposal site approved for project use. • Special implementation plans prepared for and made part of the work will be maintained and followed for the duration of the work. Such plans may include Hazardous Materials Management Plan, Spill Prevention and Countermeasure Plan and others. • Portable chemical toilets will be provided and dispersed within the project area. Their number and location will vary with the length of the project, the number of workers present and the work phase of the project. Generally, a portable toilet will be provided at each contractor yard, pipe yard or permanent staging area. Other criteria not withstanding, a portable toilet will be provided for each 40 people or fraction thereof employed on the work. • Human wastes stored in portable toilets will be removed from the ROW on a regular periodic basis according to the capacity of the units and their monitored usage. Such human waste will be disposed of at an approved location in accordance with applicable laws and regulations. 5.0 POST-CONSTRUCTION Reclamation. After construction, all disturbed areas would be returned to pre-construction conditions and a stable vegetative cover will be maintained on the ROW. The construction ROW will be restored and revegetated according to the measures outlined in Enterprise’s Reclamation Plan (attached). Operation and Maintenance. Annual inspections will be conducted to check for erosion, pipe exposure, right-of-way condition, unauthorized encroachment, and any other situations that may result in a safety hazard or may require preventative maintenance. The annual inspections will be conducted on foot, from a vehicle using existing roads, or from aircraft. If damage should occur to one of the pipelines, the affected portion of the pipeline will be repaired or replaced. Applicable requirements of the Occupational Safety and Health Act will be followed. Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 21- Construction Management Plan Please find attached the following documents that comprise the Construction Management Plan for the project: 1. Logan Wash 16” Pipeline Project- Construction Management Plan- April 2009 A. Enterprise Storm Water Management Plan- Orion Gathering System- Colorado Discharge Permit System- Stormwater Certification No: COR-03E249. This permit includes the Logan Wash 16” Pipeline construction. B. Enterprise Storm Water Management Plan- Collbran Pipeline Project- Colorado Discharge Permit System- Stormwater Certification No: COR-03D552. This plan includes the 21.154 and 7 acre staging areas. C. Spill Prevention Control and Countermeasures Plan for the 7 acre staging area. Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 1 Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 22- Response letter regarding Development Plan Review Standards and Criteria for Approval. Sections 9-107 and 7-815 Please find below a response to each of the checklist items that are required to be reviewed by the Garfield County Building and Planning Department. A. Right-of-way locations related to perimeters of surface property ownerships. 7-815 (A) Please see Tab 2- Vicinity Map- 9-104 (A) B. Colorado Oil and Gas Conservation Commission Rules and Regulations, Section 802, Noise Abatement. 7-815 (B) Please see attached the following documents: 1. Noise Analysis for the Installation of the Logan Wash 16” Pipeline. This report was prepared by Hankard Environmental Inc. and notes that our pipeline construction activity will comply with section 802 of the COGCC rules. C. Minimize visual impact and disturbance of the land surface. 7-815 (C) We have located the new pipeline in existing, disturbed right-of- way to limit surface disturbance to previously disturbed areas. Page 1 of 3 All above-ground piping will be painted in a “Desert Brown” color to blend with the landscape and the existing facilities. D. Access Points to public roads. 7-815 (D) Please see Tab 15- Traffic Impact- 9-104 (N) E. Impact on endangered species. 7-815 (E) Please see Tab 11- Sensitive Area Survey- 9-104 (G) F. Air contaminant emissions. 7-815 (F) The Applicant agrees to meet the control provisions set forth by the Colorado Air Quality Control Program, Title 25, Article 7, C.R.S. Please see the Fugitive Dust Permit in Tab 7- 9-104 (F) G. Compliance with Colorado State Public Health and Environment, Water Quality Control standards. 7-815 (G) Please see Tab 7- Regulatory Permit Requirements- 9-104 (F). The Applicant has received the necessary CDPS permits from the CDPHE for the project. H. Compliance with Garfield County Individual Sewage Disposal System regulations. 9.07.06 (8) There will not be ISDS installed at this project. Please see Tab 21- Construction Management Plan- Page 7- Waste Disposal and sanitation to note the use of portable chemical toilets for human waste during the construction of the pipeline. I. Reclamation plan. 7-815 (I) Please see Tab 12- Revegetation Plan- 9-104 (K) J. Abandoned pipeline removal. 7-815 (J) Abandoned pipeline will be abandoned as per the most current Colorado Oil & Gas Conservation Commission regulations at the time of abandonment. Page 2 of 3 Page 3 of 3 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 23. Contact person for Enterprise Gas Processing, LLC for Garfield County to contact for Garfield County inspection. 9-111 (A) Enterprise Gas Processing, LLC- Authorized Representative Mr. Alex Lopez P.O. Box 1298 Grand Junction, CO 81502 Cell Phone: 970-261-6305 Email: aslopez@epco.com Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 1 Enterprise Gas Processing, LLC Logan Wash 16” Pipeline- Development Plan Review for Right-of- Way Application Submittal Item Tab 24. Colorado Professional Engineer responsible for certifying that the project is complete and for providing digital copy of the surveyed pipeline as- built. 9-111 (A) Forerunner Corporation- Surveying of pipeline as-built and providing a digital copy to Garfield County. 3900 S. Wadsworth Blvd. Ste. 600 Lakewood, CO 80235 Phone: (303) 969-0223 Statement of Completion of Project John Akridge P.E. Forerunner Corporation 3900 S. Wadsworth Blvd. Ste. 600 Lakewood, CO 80235 Phone: (303) 969-0223 Thank you for your assistance on this project. Please contact me with any questions. Sincerely Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 1 Enterprise Logan Wash 16” Pipeline 2009 Reclamation Plan Prepared by, Aspen Environmental Field Services, LLC TABLE OF CONTENTS 1.0 Introduction ......................................................................................................................... 1 1.1 Purpose ............................................................................................................................ 1 1.2 Goals and Objectives ...................................................................................................... 1 2.0 Responsibilities ................................................................................................................... 1 2.1 Enterprise Products, LLC ............................................................................................... 1 2.2 Contractor ....................................................................................................................... 1 2.3 Environmental Inspector ................................................................................................. 2 3.0 Reclamation Process ........................................................................................................... 2 3.1 Agricultural Features ...................................................................................................... 2 3.2 Rock Disposal ................................................................................................................. 2 3.3 Final Cleanup .................................................................................................................. 2 3.4 Topsoil Restoration ......................................................................................................... 2 3.5 Permanent Erosion Control ............................................................................................. 3 3.6 Rock and Vegetative Debris ........................................................................................... 3 3.7 Seedbed Preparation ....................................................................................................... 4 3.8 Soil Supplements ............................................................................................................ 4 3.9 Revegetation ................................................................................................................... 4 3.9.1 Species Selection and Sources ............................................................................ 4 3.9.2 Seed Application Rates and Viability ................................................................. 4 3.9.3 Seeding Methods and Procedures ....................................................................... 5 3.9.3.1 Drill Seeding ....................................................................................................... 5 3.9.3.2 Broadcast Seeding ............................................................................................... 5 3.10 Grazing ............................................................................................................................ 5 4.0 Reclamation Schedule and Documentation ........................................................................ 6 5.0 Post-Construction Monitoring and Evaluation ................................................................... 6 5.1 Revegetation and Erosion Control Monitoring ............................................................... 6 5.1.1 Evaluating Reclamation Success….......................................................................7 5.2 Post-Construction Reporting........................................................................................... 7 LIST OF ATTACHMENTS Attachment 1—Approved Seed Mixes, Rates, and Application Areas Reclamation Plan 1.0 INTRODUCTION This Reclamation Plan (plan) describes measures to be taken by Enterprise Operating Partners, LLC (Enterprise) and its contractors (Contractor) for topsoil restoration, reseeding, and reclamation monitoring. Measures identified in this plan apply to work within the project area defined as the construction right-of-way (permanent easement/right-of-way, temporary right-of-way, temporary extra workspace, and temporary access roads). Enterprise and Contractor personnel are to be thoroughly familiar with this plan and its contents prior to initiating construction on the project. 1.1 Purpose The purpose of this plan is to describe prescribed methods for topsoil replacement, reseeding, and monitoring for reclamation success. 1.2 Goals and Objectives The short-term objectives of reclamation are to control erosion and sedimentation and to minimize impacts to adjacent land uses. Properly executed construction practices and optimum scheduling will mitigate short-term impacts. Long-term objectives include controlling erosion and sedimentation, protecting water resources and soils, limiting the introduction and spread of noxious weeds, and returning disturbed areas to pre-existing condition. Monitoring during construction and post-construction will ensure that these goals are achieved. 2.0 RESPONSIBILITIES 2.1 Enterprise Enterprise will be responsible for ensuring that the Contractor meets the standards defined in this plan to restore all disturbed areas to pre-construction conditions and to ensure long-term monitoring of restoration success. Enterprise will take remedial actions as necessary to restore and maintain a stable vegetative cover on the right-of-way. Enterprise will provide the Contractor with the appropriate blended seed mixes developed through consultation with the BLM and fee-landowners. Enterprise will be responsible for reclaiming the entire right-of-way after each phase of construction. 2.2 Contractor The Contractor will be responsible for seeding the disturbed areas following construction. Reclamation will be conducted according to this plan as specified for the Contractor. Enterprise Logan Wash to Conn Creek 16-Inch Pipeline February 2009 1 Reclamation Plan 2.3 Environmental Inspector Enterprise’s Environmental Inspector will have the responsibility to ensure field activities are performed in accordance with this plan by the Contractor and in compliance with all other permits and agreements. The Environmental Inspector will have the authority to make site- specific field changes in certain reclamation procedures within the guidelines of this plan in consultation with the BLM or private landowner. 3.0 RECLAMATION PROCESS The following sections outline the pre-construction planning and sequential steps for restoring the construction right-of-way and temporary use areas following installation of the pipe and backfilling of the trench. 3.1 Agricultural Features All cattle guards, fences, and artificial and natural livestock and wildlife water sources will be maintained and repaired to at least pre-construction conditions. Temporary measures will be provided, as agreed with the BLM or private landowner, for any of these facilities that are disrupted during the construction or reclamation process. 3.2 Rock Disposal Excess rock is defined as all rock that cannot be returned to the existing rock profile in the trench or graded cuts, or is not needed to restore the disturbed areas to a condition comparable to that found adjacent to the disturbed areas. Excess rock will be randomly distributed across the right- of-way, piled or windrowed to create or enhance wildlife habitat, or arranged to block use of the right-of-way by motor vehicles. If not practical, the Contractor will remove excess rock from the right-of-way and haul it to an approved disposal site. Enterprise will coordinate with the BLM and private landowners regarding the methods of disposal. 3.3 Final Cleanup Within 30 days after backfilling the trench, the Contractor will make every effort to complete final cleanup and installation of permanent erosion control structures. Disturbed areas will be restored as close to pre-construction contours and grades as practicable. No solid waste, excess rock, trash, or vegetative debris will be buried on the construction right-of-way. Compacted areas will be decompacted with a scarifier to a depth of 6 to 10 inches prior to topsoil replacement and seeding. 3.4 Topsoil Restoration After the trench has been backfilled and the construction right-of-way graded, the Contractor will redistribute topsoil to the approximate location from which it was originally salvaged. Restored topsoil will be left in a roughened condition to discourage erosion and enhance the quality of the seedbed. Topsoil will not be handled during excessively wet or frozen conditions. 2 Enterprise Logan Wash to Conn Creek 16-Inch Pipeline July 2009 Reclamation Plan Topsoil will be redistributed as close to original salvage depths as possible. Segregation of subsoil and topsoil will be maintained throughout final cleanup procedures. Additional erosion control and soil stabilization will be required in areas adjacent to or within drainages. 3.5 Permanent Erosion Control Permanent erosion control measures will be installed within 30 days after the trench is backfilled to aid in site stabilization wherever required. Permanent erosion control will be accomplished by installing permanent erosion control devices and establishing permanent vegetation. Permanent erosion control devices will consist of waterbars and rock aprons. Waterbars will be installed on steep sections of the right-of-way to divert water off of the right-of-way into well stabilized vegetation or rock aprons. Waterbars will be installed with a 2% to 8% outfall and will be constructed of compacted earth. Rock aprons will be installed in areas subject to high stormwater flow to prevent surface erosion and the formation of eroded channels. Waterbars and rock aprons will be installed as directed by the Environmental Inspector, or similarly qualified individual, to ensure the locations and intervals of waterbars and rock aprons will sufficiently protect the right-of-way from surface erosion. Permanent vegetation will be established by following seeding protocols outlined in this plan. Temporary erosion control devices, including crimped mulch and erosion control matting will be installed as needed to protect newly seeded areas on steeper portions of the right-of-way. Upon completion of the project, monthly stormwater inspections will continue until the entire project area is stabilized and permanent vegetation is established. Inspectors will monitor the effectiveness of permanent erosion control devices and the success of establishing permanent vegetation. Inspection reports will document the need for maintenance and/or additional installation of permanent erosion control devices and permanent vegetation. Permanent vegetation must return to a density of 70% and match the overall plant distribution of the surrounding area before stormwater inspection obligations cease. 3.6 Rock and Vegetative Debris Vegetative mulch and excess rock may be used to reduce erosion potential by providing additional surface relief structure. In areas with a pre-existing rocky surface composition, the Contractor will spread rock over the right-of-way to maintain a surface appearance similar to that of adjacent undisturbed terrain. Suitable sites include naturally rocky slopes and areas that have a natural gravel, cobble, or boulder veneer on the surface. Suitable sites will be determined in conjunction with the BLM or the private landowner. On BLM lands and where approved by the private landowner, the Contractor will randomly distribute any windrowed trees, shrubs or other remaining vegetation debris over the right-of- way. On lands administered by the GJFO, dispersed vegetative debris will not exceed 3 to 5 tons/acre. Vegetative dispersal must be accomplished by hand or with appropriate equipment after seeding of the right-of-way so the spread material will not interfere with the performance of seeding equipment and to prevent disturbance of the seedbed. Enterprise Logan Wash to Conn Creek 16-Inch Pipeline February 2009 3 Reclamation Plan 3.7 Seedbed Preparation The Contractor will scarify, till, or harrow the seedbed to a depth of 3 to 4 inches prior to seeding where needed to improve revegetation potential. Those sites where seedbed preparation is not practical (e.g., steep slopes, rocky areas, etc.) will be left with adequate roughness following topsoil replacement to create micro-environments for seed germination and growth, and to reduce the potential for runoff and soil erosion. 3.8 Soil Supplements Generally, fertilizer will not be used unless requested by the private landowner. At this time, no areas have been identified that require fertilizer. 3.9 Revegetation The Contractor will be responsible for seeding disturbed areas using Enterprise-supplied seed mixes, appropriate seeding methods, and approved application rates. Seeding requirements and scheduling of reclamation activities will be determined in coordination with BLM or the private landowner. 3.9.1 Species Selection, Sources and Reporting Selection of grass and shrub species for revegetation will be based on pre-construction community composition and soil types, as well as establishment potential, soil stabilizing qualities, post-construction land use objectives, and BLM and private landowner recommendations. Native species will be utilized on BLM lands and native species will be utilized to the extent possible on fee-lands unless non-natives are specifically requested by a private landowner. Project seed mixes will be state-certified weed-free and will be blended by and purchased from qualified, commercial producers and dealers. Seed bag tags will be collected and submitted to the BLM and Garfield County to confirm that the seed was purchased from a commercial seed vendor and was tested and certified. The Contractor will be responsible for providing all seed tags to the Environmental Inspector at the end of each day. The Environmental Inspector will provide seed tags and stationing seeded to the Environmental Manager who will provide the seed tags and stationing seeded to the BLM or Garfield County. Approved seed mixes and application rates are identified in Attachment 1. 3.9.2 Seed Application Rates and Viability Seeding rates will be determined in PLS pounds per acre and seeds per square foot based on drilled application rates. Broadcast seeding rates will be twice the drill rate. Seed will be used within 12 months of testing to assure seed viability. If additional seeding is required in the year following construction, additional viability tests will be conducted to determine any need for adjustment of application rates. Wetlands will not be seeded. Successful recolonization by wetland species is generally related to effective topsoil salvage methods and sources of seed and rhizomes in adjacent areas. Stream 4 Enterprise Logan Wash to Conn Creek 16-Inch Pipeline July 2009 Reclamation Plan banks will be seeded immediately upon completion of final cleanup. 3.9.3 Seeding Methods and Procedures The Contractor will employ broadcast or drill seeding as determined in the field by Enterprise. Seeding activities will be contingent upon weather and soil conditions, and subject to evaluation by the Environmental Inspector. Seeding will not be permitted if there is more than 2 inches of snow on the ground unless approved by the Environmental Inspector and BLM Authorized Officer or field representative. On BLM lands and where approved by the private landowner, the Contractor will randomly distribute any windrowed trees and shrubs or other remaining vegetation debris over the right-of-way (after seeding) by hand or appropriate equipment so as not to disturb the seedbed. 3.9.3.1 Drill Seeding Drill seeding is the preferred seeding method and will be employed wherever soil characteristics and slope allow effective operation of a rangeland seed drill. Drill seeding will be performed perpendicular to the slope. Seed will be placed in direct contact with the soil at an average depth of 0.5-inch, covered with soil, and firmed to eliminate air pockets around the seeds. Seed will be applied using a rangeland seed drill with a seed release and agitation mechanism sufficient to allow seeds of various sizes and densities to be planted at the proper seeding depth. 3.9.3.2 Broadcast Seeding Broadcast seeding will be employed only in areas where drill seeding is unsafe or physically impossible. Seed will be applied using manually operated cyclone-bucket spreaders, mechanical spreaders, or blowers. Seed will be uniformly broadcast over disturbed areas. Broadcast application rates will be twice that of drill rates. Immediately after broadcasting, the seed will be uniformly raked, chained, dragged, or cultipacked to incorporate seed to a sufficient seeding depth. If the area is seeded prior to a soil crust forming, harrowing or raking may not be necessary. 3.10 Grazing Prior to and during construction, Enterprise will keep grazing allotment permittees on BLM lands and ranchers on private lands informed regarding schedules to allow them ample opportunity to move livestock away from the right-of-way. Gates and fences will be installed along the right-of-way as required. Hard or soft plugs will be left or installed to allow livestock to cross to either side of the right-of-way during construction. Gates, fences, and cattle guards will be repaired or replaced after construction as agreed to with the BLM or private landowner. These facilities will be left in as good as or better shape than the pre-construction condition. Fences crossed by the pipeline and cattle guards or gates on access roads or within the right-of- way damaged during construction on BLM lands will be rebuilt or replaced in accordance with BLM specifications. Fences will be properly braced prior to cutting and the permittee or rancher will be provided the opportunity to be present when the fence is cut and repaired. Enterprise Logan Wash to Conn Creek 16-Inch Pipeline February 2009 5 Reclamation Plan 4.0 RECLAMATION SCHEDULE AND DOCUMENTATION Reclamation activities will be determined in part by construction schedules and seasonal climatic conditions. Seeding and planting will be coordinated with other reclamation activities to occur as soon after seedbed preparation as possible. The Contractor will complete permanent reclamation activities prior to the end of the typical fall planting season. Fall seeding will be completed after September 1 and prior to prolonged ground frost. If necessary, spring seeding will be completed when the ground thaws and prior to May 15. Upon completion of reclamation, Enterprise's Construction Inspector, Environmental Inspector, and Land Agent will perform a final inspection of the right-of-way and ancillary facilities to verify that pre-construction commitments have been satisfied. A copy of the post-reclamation inspection form will be transmitted to the Contractor if any deficiencies or a need for remedial action is noted. 5.0 POST-CONSTRUCTION MONITORING AND EVALUATION 5.1 Revegetation and Erosion Control Monitoring During the first growing season following construction and reclamation, Enterprise will conduct intensive surveys to assess revegetation success, evaluate erosion control measures, and determine the need for further reclamation. Revegetation monitoring will include evaluation of the following parameters as compared to adjacent (off-right -of-way) vegetation: • percent total herbaceous cover (seeded species plus desirable volunteers), • new or expanded populations of noxious weeds, and • species composition. Areas with poor germination and/or growth will be evaluated to determine, if possible, the cause of the problem. Reclamation techniques will be modified as necessary to address any identified problems and appropriate remedial measures will be undertaken. The Contractor will be responsible for remediating any problem areas identified by Enterprise for the first growing season following construction. Thereafter, Enterprise will be responsible for obtaining a reclamation contractor to perform any necessary work. Erosion control monitoring will be performed in response to significant weather events and/or concurrently with the revegetation monitoring during the first year following construction. Both erosion control and revegetation monitoring will be conducted routinely throughout the life of the pipeline to evaluate long-term survival of reestablished vegetation and the effectiveness of erosion control measures with specific attention to problem sites. 6 Enterprise Logan Wash to Conn Creek 16-Inch Pipeline July 2009 Reclamation Plan 5.1.1 Evaluating Reclamation Success Enterprise is responsible for the stability and revegetation of all areas disturbed as a result of construction for the life of the pipeline. Enterprise will conduct intensive monitoring after the first growing season and routinely thereafter to assess soil stability and revegetation success. The Contractor will reseed any portion of the right-of-way that does not exhibit 50 percent total herbaceous cover (comprised of seeded species plus desirable volunteers) relative to adjacent (off-right-of-way) vegetation after the first complete growing season. Additional seeding will be completed during the next seeding season (fall or spring). In the event that first year revegetation is affected by precipitation amounts significantly below the annual average, Enterprise may request deferment of additional seeding activities until the next suitable seeding window occurs. The reclaimed right-of-way will be considered stable when the surface appears similar to adjacent undisturbed land and the following accelerated erosion indicators do not exist: • perceptible soil movement (exceeding pre-construction conditions), • flow pattern development resulting in rills or gullies greater than 12 inches in depth , or • trench subsidence or slumping. Revegetation will be considered successful when the following criteria are met: • total herbaceous (seeded species plus desirable volunteers) cover is at least 70 percent of that on adjacent land, and • species composition is comprised of a mix of seeded species and desirable volunteers from adjacent communities. 5.2 Post-Construction Reporting Enterprise will include a discussion of soil stability, vegetation success, noxious weed status and control treatments, and identified problems as part of a post-construction activity report to be submitted annually to the BLM until success criteria for all sites are met. Enterprise Logan Wash to Conn Creek 16-Inch Pipeline February 2009 7 Reclamation Plan—Attachment 1 ATTACHMENT 1—APPROVED SEED MIXES and APPLICATION RATES Enterprise Logan Wash to Conn Creek 16-Inch Pipeline February 2009 Reclamation Plan—Attachment 1 Seed Mixes Species Rates1 (lbs PLS/a) Form Low-Elevation Salt-Desert Scrub/Basin Big Sagebrush (Grand Junction Field Office 2008) Both of the Following Fourwing Saltbrush Shadscale Both of the Following Indian Ricegrass Western Wheatgrass Both of the Following Alkali Sacaton Galetta Both of the Following Western Yarrow Blue Flax 1.9 1.5 2.1 3.6 0.2 2.5 0.2 0.5 Shrub Shrub Bunch Bunch Bunch Bunch Forb Forb Pinyon-Juniper Woodland (Glenwood Springs Field Office 2007) All of the Following Indian Ricegrass Galleta Bluebunch Wheatgrass One of the Following Thickspike Wheatgrass Slender Wheatgrass Two of the Following Muttongrass Sandberg Bluegrass Bottlebrush Squirreltail 1.9 2.5 2.8 3.4 3.3 0.6 0.6 2.7 Bunch Bunch Bunch Sod-forming Bunch Bunch Bunch Bunch Chevron & Savage Property Seed Mix Mixture/Variety Percent of Mix Dahurian Wildrye, VNS Intermediate Wheatgrass, Oahe Smooth Brome, Lincoln Slender Wheatgrass, Revenue Crested Wheatgrass, Hycrest Tetraploid Perennial Ryegrass Orchardgrass, Paiute 20% 20% 20% 10% 10% 10% 10% Enterprise Logan Wash to Conn Creek 16-Inch Pipeline February 2009 A1-1 TABLE OF CONTENTS EPCO, INC. LOGAN WASH 16” PIPELINE GARFIELD COUNTY, COLORADO DEVELOPMENT PLAN REVIEW FOR RIGHT- OF-WAY APPLICATION April 2009 Page 1 of 3 The items below are prepared as per Garfield County Unified Land Use Resolution Article 9- Pipelines. 1. Development Plan Review for Right-of-way Application Form- 9-103 2. Vicinity Map- 9-104 (A) 3. Project Overview- 9-104 (B) 4. Ownership- Adjacent properties to proposed right-of-way within 350 feet of any area to be disturbed- 9-104 (C) 5. Evidence of surface owner notification and of surface agreements- 9- 104 (D) 6. Need for Proposed Action- 9-104 (E) 7. Regulatory Permit Requirements- 9-104 (F) 8. Primary Project Participants- 9-104 (G) 9. Project Facilities- 9-104 (H) 10. Construction Schedule- 9-104 (I) Please see Tab # 21- Construction Management Plan 11. Sensitive Area Survey- 9-104 (J) 12. Revegetation Plan- 9-104 (K) 13. Weed Management Plan- 9-104 (L) Please see Tab # 12- Revegetation Plan. 14. Emergency Response Plan- 9-104 (M) 15. Traffic Impact- 9-104 (N) 16. Staging Areas- 9-104 (O) Page 2 of 3 Page 3 of 3 17. Hydrotest Water- 9-104 (P) Please see Tab # 21- Construction Management Plan. 18. Garfield County Assessor’s Maps- 9-105 (B) 19. Listing of Adjacent Property Owners adjacent to or within 200’ of the proposed right-of-way- 9-105 (B) Determination was made by Garfield County that this only includes surface owners. 20. Authority of Authorized Representative 21. Construction Management Plan 22. Response letter regarding Development Plan Review Standards and Criteria for Approval. Sections 9-107 and 7-815. 23. Contact person for EPCO for Garfield County to contact for Garfield County inspection. 9-111 24. Colorado Professional Engineer responsible for certifying that the project is complete and providing a digital copy of the surveyed pipeline as-built. 9-111 (A) GARFIELD COUNTY · Building & Planning Department 108 81h Street, Suite 201 ~~~Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com PRE-APPLICATION CONFERENCE SUMMARY PLANNER: D. Dunbar DATE: 4/20/09 PROJECT: EPCO Logan Wash Pipeline OWNER: Enterprise Pipeline Company Parcel(s): REPRESENTATIVE: Phil Vaughn 625-5350 PRACTICAL LOCATION: Logan Wash to Conn Creek off CR 492, CR 213 TYPE OF APPLICATION: Pipeline Development Plan --1--- :o 11 f2 1 ~ r• :3 - Parachut 22 21 I. GENERAL PROJECT DESCRIPTION A pipeline for the transfer of natural gas is desired by the Applicant. It is to be installed in a~ existing corridor (that includes the Colorado Transwest Pipeline) to minimize disturbance across BLM, private lands owned by Savage, Chevron USA. Parcels that are private (corporate) ownership: • Parcel #2413-251-00-016 Chevron, USAinc., P.O. Box 285, Houston, TX 77001 . • Parcel #2411-082-00-011 Savage Limited Partnership I, 5953 County Road 320, Rifle, CO 81650. Parcels that are public ownership: • Parcel #2411-342-00-956, Bureau of Land Management 50629 Highway 6 & 24, Glenwood Springs, CO 81601 2 parcels are proposed as staging areas: • 21.154 acre Staging Area-Parcel #244 7-064-00-057- Specialty Restaurants Corp 80PCT, Stockton Restaurant 20PCT 8191 EKaiser Blvd, Anaheim, CA 92808-2214 • 7 acre staging area-Parcel #2409-324-00-138- Specialty Restaurants Corp 80PCT, Stockton Restaurant 20PCT 8191 E Kaiser Blvd, Anaheim, CA 92808-2214 The zoning is Resou rce Lands (on private parcels) and Public Lands (BLM- administered parcels.) . Access to the site is available off the Logan Gulch Road on the south , and off Conn Creek Road (CR213) on the north. All travel includes use of CR 204 from Debeque. There is very limited human habitation in the area. The nearest residence is within a half-mile, but on the other side of a small bluff. Construction activities may affect this property and mitigation efforts for noise abatement and dust management should be incorporated in the application. Pending approval, the project is slated to begin in July and be concluded in about 6 weeks. This construction t imeframe is compatible with wildlife activities in the area, and there are no restrictions apparent for sensitive animal species (no active raptor nests, fawning/ calving areas, winter range, etc.) There are, however, identified areas where sensitive plant species are growing, but there seem to be outside of the area proposed to be affected by the pipeline installation. No habitation or occupation is proposed on the site; no sanitation system or water is required . Activities are to be conducted to minimize adverse interaction with wildlife, including trash/waste management, limiting disturbance of the riparian area and limiting the use of fresh water from Conn Creek. No additional staging areas are required. The pipeline c.onstruction will include work in Conn Creek. It is outside areas mapped for standard FEMA flood plain maps, but involves a stream. Permits from the Army Corps of Engineers are required, and are in place. The primary impact is construction. Standard requirements from GarCo Road and Bridge regarding oversize vehicle permits shall apply, as will the requirements from QarCo Vegetation Management. The area is included as part of a general management plan developed by the Applicant, but site specific information need to be detailed. Maps that depict site specific information (raptor nests, sensitive plant species locations, noxious weed locations, etc.) need to be of sufficient size that marking are scaled properly and easy to interpret. II . REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS (DEVELOPMENT CODE/ COMPREHENSIVE PLAN, STATE STATUTES, ETC.) Garfield County Unified Land Use Resolution: Article IX (Pipelines). III. PROCESS In summary, the process will be the following: 1. Pre-application mtg 2. Submittal, Review by Staff for 'technical completeness' 3 . Notice (TC) to applicant, schedule, Applicant submits referral copies 4 . Materials sent to referral agencies-30 day review for this PDP application 5. Staff prepares Notice of Determination, sends report and referral comments to Applicant 6. BOCC 'call up' period-14 days 7. Permit issued with conditions by the Planning Director IV. APPLICATION REVIEW a. Review by: Staff for completeness recommendation and referral agencies for additional technical review b. Public Hearing: none unless subjected by BOCC 'call up' c. Referral Agencies: (Division of Water Resources, Colorado Department of Transportation, e t c.) GarCo Road and Bridge GarCo Attorney GarCo Vegetation Management GarCo Public Health Dept. Debeque Fire Protection District GarCo Oil & Gas Liaison GarCo Engineering Municipality: Debeque Surface Owners V. PDP APPLICATION REVIEW FEES a. Planning Review Fees: $_400 b. Referral Agency Fees: $ __ _ c. Total Deposit: $_400 __ (additional hours billed: $40.50 /hour) General Application Processing Planner reviews case for completeness and sends to referral agencies for comments. Case planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets standards of review. Case planner makes a recommendation of approval, approval with conditions, or denial to the appropriate hearing body. Disclaimer The foregoing summary is advisory in nature only and is not binding on the County. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. This summary does not create a legal or vested right. Pre-application Summary Prepared by: Dusty Dunbar , AICP Date 4/27 /09 .. 1--"---r-·-~--- EMERGENCY RESPONSE PLAN  ENTERPRISE PRODUCTS OPERATING LLC  COUNTY PLAN  Logan Wash Pipeline  GARFIELD COUNTY,  COLORADO  In Case of Emergency or an Uncontrolled Release  Contact our Control Center  1‐800‐331‐3032 / 1‐800‐546‐3482  Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 Page 2 of 26 OVERVIEW Enterprise Products Operating LLC operates an interstate pipeline and/or facility in your county. The Emergency Response Plan is to assist you in planning and responding to a suspected or actual emergency on the mainline or at a facility. As in every emergency response the safety of responding personnel is critical, as the products carried in the pipeline are highly volatile when released. With this in mind, it is critical for emergency responders to train their personnel proper response to a suspected or actual emergency. The initial size up should be conducted ½ mile upwind or crosswind from the site if detailed information from the site is unavailable. Pipeline Control will close any automated valves and local personnel will close manual valves as needed to mitigate any release. Emergency Responders are asked not to operate valves. Enterprise Products Operating LLC provides a copy the Emergency Response Plan to the following agencies as applicable. • County LEPC • Emergency Management Coordinators • County Sheriff / Emergency Communication Center (County) • Fire Protection Districts or Departments (with first due response) • State Patrol • City Police Enterprise Products Operating LLC requests you review the contents of the Emergency Response Plan with your agency personnel. Your agency may be asked to respond to any situation beyond the control of local Enterprise Employees or in situations where the closest Enterprise employee is several miles from the emergency. This may include, but not limited to - a release of product from a Pressure Relieving Device; product present within a facility or on a right of way from small devices or flanges; chemical spills or medical emergencies, an uncontrolled release of product from the pipeline; suspected criminal or terrorist activities and fire or explosions. Enterprise Products Operating LLC may meet with emergency responders during Pipeline Association Meetings, County LEPC Meetings, facility visits and drills. Emergency Responders are encouraged to contact the local Enterprise Products Operating LLC facility to assist in pre-planning and department meetings. This document is “control” with a revision date in the footer; any revision will reference the revision numbers. As revisions are received please replace the pages as applicable. For additional information contact the Area Safety Department. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 3 COUNTY PLAN TABLE OF CONTENTS 1. Enterprise Pipeline Safety 1.1 Notify 1.2 Evacuate 1.3 Respond 1.3(a) Immediate Response Areas 1.3(b) Environmentally Sensitive Areas 1.3(c) Response and Mitigation Techniques 1.3(d) Control Zones 1.3(e) Supplies 1.3(f) First Aid 1.3(g) Monitoring Devices 1.3(h) Safe Work Practices 1.3(i) Personal Protective Equipment 1.3(j) Contractors 1.4 Follow-up 1.5 Control Centers 1.6 Pipeline Safety 2. National Incident Management System (NIMS) 2.1 Provides a brief description of the incident management system that will be employed at all Enterprise incidents. 2.2 Benefits 3. Incident Operating Guidelines Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 4 COUNTY PLAN TABLE OF CONTENTS (CONT.) 4. Product Information Sheets 4.1 Natural Gas 5. Contact Numbers 5.1 Enterprise Products Operating LLC Personnel 5.2 Federal and State Agencies 5.3 Local Contacts 6. Pipeline Right of Way Warning Signs 7. Strip Maps 8. Acknowledgement and Compliance 9. Acknowledgement of Receipt 10. Document Change Log Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 5 1. ENTERPRISE PIPELINE SAFETY The Enterprise Products Operating LLC (Enterprise) Emergency Response Plan for Garfield County begins with safe and immediate actions in direct response to the onset or discovery of an emergency, such as notification, evacuation, site security coordination with any emergency response agency as members of the Incident Command System and implementation of the National Incident Management System. The plan then includes the actions to be taken after containment of the emergency, such as restoration of service and post-emergency reviews. SMALL RELEASES: Enterprise Products Operating LLC site personnel and Pipeline Control will mitigate small releases – 5 bbls or less. Procedures for Handling Small Releases The following procedures will be followed for handling small releases of hazardous materials/ flammables. Natural Gas and/or Natural Gas Liquids 1. Determine what is causing the leak and if it can be fixed while the equipment is in service (e.g. tightening a flange). If it is necessary to shut down the leaking equipment the development of a JOB PLAN will be required. The Job Plan will outline required tasks to control and perform maintenance on the equipment or pipeline. EPCO EHS&T Policies, OEM Data and Equipment Maintenance Procedures will be followed. 2. Repair the leak and place the equipment back in service. 3. If the release has the potential of becoming more than a “Small Release” or has the potential of off site consequences the Emergency Response Plan shall be activated. LARGE RELEASES: A large release is defined a 5 bbls or more; or any product or chemical with characteristics that create immediate safety/health hazards or will migrate off site. The emergency response plan will be implemented. Enterprise will activate internal EOC as deemed necessary under the guidance of the EHS&T Policies. Enterprise site personnel, Pipeline Control, Local Emergency Response Personnel, and contract personnel deemed necessary will mitigate large releases. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 6 – QUICK REFERENCE GUIDE – Notify • PIPELINE CONTROL AT: 1-800-331-3032 / 1-800-546-3482 E vacuate • Exit through the nearest gate not affected by the emergency & proceed to the primary assembly point. If the primary assembly point is unattainable employees shall report to and remain at the secondary assembly area. • Stay upwind/crosswind • Assemble at a safe distance • Report to your supervisor • Help evacuate the public • Secure the release site Respond • Implement NIMS • Do Not Enter an area without first testing for hydrocarbons using a calibrated air monitor (LEL) prior to entry. Follow-up • Incident Critique • Initiate Facility Repairs • Remediation/Site Clean-Up Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 7 1.1 NOTIFY Upon discovery or confirmed report of an emergency: • Call Pipeline Control at 1-800-331-3032 / 1-800-546-3482 Provide as much information about the emergency as time and conditions allow (i.e. product involved, size of release, wind direction, fire, etc.). Employees refer to the Enterprise Release Reporting Procedure Flow Chart. IMPORTANT: The Pipeline Controller will contact the local emergency response agencies and appropriate Enterprise personnel. The Controller will also begin the shut down procedures. Additional contact with regulatory agencies will be completed per Enterprise Release Reporting Policies. Use the following to notify employees and other personnel to evacuate: • Cellular Phones • Company Radios • Evacuation Alarm System 1.2 EVACUATE If the situation warrants, the evacuation alarm sounds (if applicable), or a supervisor advises you of an emergency, all personnel should: • Exit through the nearest gate upwind or crosswind from the emergency site using the best evacuation route. NOTE: Some employees may delay evacuation until critical functions have been performed such as closing valves, etc. However, these functions do not take precedence over the safety of an employee. If an employee feels they are in danger, they should evacuate immediately. • While avoiding hazards (i.e. vapor cloud, fire), personnel should proceed to a predetermined meeting location, a safe distance from the emergency site while remaining upwind or crosswind. • All employees shall report to their supervisor as soon as practical and take a headcount to determine if anyone is missing. NOTE: For those employees who are unable to reach their supervisor due to distance, call Pipeline Control to report your location and condition. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 8 • Supervisor(s) will then report the number, location, and condition of all personnel to Pipeline Control. • Employees will provide security to the emergency location, including evacuating people, establishing road- blocks or other safety measures until local authorities arrive to assume these responsibilities. NOTE: Employees will then be available to assist local authorities in these efforts. • Employees will immediately implement the National Incident Management System. 1.3 RESPOND NATIONAL INCIDENT MANAGEMENT SYSTEM (NIMS) The Incident Commander is the person in charge at the incident and must be fully qualified to handle the situation. If the incident grows in size or becomes more complex, an Incident Command System will be implemented, this may require an Incident Commander who is more qualified to manage the response to assume command. Emergency Responders are to operate within their SOP’s. Implementation of the Incident Command System and NIMS, and determination of the Incident Commander will be determined by Local or State statue. However, Enterprise personnel may have to assume the role of Incident Commander until a more qualified official arrives on the scene to take command. NOTE: As public response agencies arrive on the scene, a multi-agency coordination system or Unified Command should be established as soon as practical. 1.3(a) Immediate Response Areas (HCA) Based on current Strip Map guidelines, this county is not located in an immediate response area. 1.3(b) Environmentally-Sensitive Areas Based on current information, special attention is not required for environmental significance when responding to an emergency in this county. 1.3(c) Response and Mitigation Technologies The Incident Commander will make the final determination of the mitigation technology used for an emergency in consultation with Enterprise Operations and Safety. Life safety and the protection of personnel and the public is the first priority and a shared responsibility of Enterprise and the emergency response agencies. Scene control, staging of equipment control and mitigation of secondary emergencies such as fires, product down stream of initial release site would be managed by the Incident Commander. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 9 Enterprise employees will operate company equipment provided the employees has the proper training and the situation is safe. A company employee may not enter any hazardous area unless the buddy system is utilized with proper backup. One or more of the following response and mitigation technologies may be used in containment and recovery of a release: • Motor Operated Valves • Manually Operated Valves • Stopples • Full-Encirclement Sleeves • Dikes • Dams • Air Movers • Water Curtains/Fogs/Tanks • Vapor Suppression • Foam 1.3(d) Control Zones In determination of exclusion zones, the Safety Officer shall ensure a buddy system is used and maintained at all times, with appropriate back-up. Personnel evaluating the site must don appropriate PPE until concentrations of contaminates and hazards have been fully evaluated. A job plan/ tailgate/task assessment shall be completed and understood by personnel. HOT ZONE – The area immediately surrounding the uncontrolled release in which monitoring has indicated that the hazardous material is present. WARM ZONE – Safety buffer between Hot Zone and Cold Zone. Extent of area in the Warm Zone will be determined by uncontrolled release status (liquid spill, vapor cloud, or fire), atmospheric conditions, terrain, rate of uncontrolled release, etc. COLD ZONE – Clean area outside the expected limits of a possible unconfined vapor cloud explosion, heat pattern as a result of ignition and fire, or other catastrophic event that could reasonably be anticipated as a result of the uncontrolled release. Every effort should be made with the resources available to restrict entry of anyone into the hazardous area other than authorized Company or Emergency Response Agency (ERA) personnel. Entry into and from the warm zone or hot zone shall be documented and by designated routes. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 10 1.3(e) Supplies The following supplies are available for employee use. Only employees that are trained in the proper use of a piece of equipment will be permitted to use it. Supply and equipment locations are as follows: • Mechanical Warehouse: respirators, fire extinguishers, ear protection, chemical goggles, rubber gloves, SCBA’s, portable eye wash, hazardous & toxic gas monitors, ropes, safety harness, ladder, stretcher, first aid kit, generator, portable lights, wind socks, and air movers. • Company Vehicles: Fire extinguisher, respirators, chemical goggles, rubber gloves, hazardous gas monitor, first aid kit, fire retardant coveralls, safety glasses. • Burn gel blankets are located in the terminal office. • Fire extinguishers are available in various locations around the facility. Emergency Shutdown Device/Buttons (ESD buttons) are located in many locations around the facility. ESD buttons activate the employee alarm (if applicable) and will shut down all critical operations. 1.3(f) First Aid Enterprise employees which respond to an emergency as part of this ERP are trained in CPR and basic first aid. Employees may provide first aid for injured personnel until health professionals arrive. If an employee renders first aid, the employee should follow universal precautions for blood borne pathogens and other potentially infectious materials. Medical stand-by transport shall be available as determined by the Incident Commander. 1.3(g) Monitoring Devices The Safety Officer will ensure that proper monitoring devices, such as air monitors and/or other O2, combustible gas and toxic gas monitors, are used during the emergency response and remediation to evaluate atmospheric conditions. 1.3(h) Safe Work Practices The Incident Commander and Safety Officer will be responsible for ensuring that all safety measures are taken in all work practices. 1.3(i) Personal Protective Equipment Proper personal protective equipment (PPE) for response activities will be determined by the Safety Officer and Incident Commander on a case-by-case basis. Only employees properly trained in the use of a piece of equipment will be permitted to use it during the emergency response. NOTE: Enterprise employees shall not perform any task in response to an emergency that exceeds their level of training per 29 CFR 1910.120. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 11 1.3(j) Contractors If there is an incident that requires emergency response activities, Enterprise has the following qualified contractors on standby. The Area Coordinator of Maintenance will provide qualified contractors in response to an emergency. 1.4 FOLLOW-UP (Post Emergency Response Operations) Post emergency repairs/cleanup begins when the Incident Commander of the initial emergency response declares the site to be under control. Enterprise personnel and/or contractors will assist or perform repairs as safely and promptly as possible. NOTE: In a large release or release involving a waterway one area may be declared by the Incident Commander as under control with no safety or health hazard and begin Post Emergency Response Operations; however another affected area will still be operating as an emergency under the Command System. The Incident Commander must clearly define the boundaries between the two areas. NOTE: Field employees will coordinate with Pipeline Control to restore facility and pipeline operation. Pre-startup safety inspections will be conducted prior to returning affected processes back to service. After repairs have been made, Enterprise personnel will coordinate with the Safety and Environmental departments to conduct or assist in the proper remediation and cleanup activities. 1.5 CONTROL CENTERS Enterprise pipeline systems are monitored twenty-four (24) hours-a-day, three hundred and sixty- five (365) days per year by the Pipeline Control Center. The Pipeline Controllers constantly monitor flow and pressure conditions in the pipelines using electronic sensing and transmitting equipment strategically placed along the pipeline systems. Through this monitoring, deviations from normal operating conditions are easily detected, thus providing the Pipeline Controller with information that can be used to rapidly evaluate changes in flow and pressure. The Pipeline Controller can stop pumps, close valves, stop or divert flow and notify local employees about abnormal conditions on the pipeline. The Pipeline Controller can perform actions in the first minutes of an incident to limit its impact. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 12 FOR THESE REASONS, WE REQUEST THAT FIRST NOTIFICATION OF PROBLEMS BE MADE TO PIPELINE CONTROL AT: ENTERPRISE PRODUCTS OPERATING LLC 1-800-331-3032 / 1-800-546-3482 We take our responsibility as a safe operator in every community of our pipeline routes very seriously. Unfortunately, even with the best-designed, constructed and operated pipeline system, the potential for an accident exists. In the event of a pipeline accident, it is very likely that local law enforcement and fire fighters, along with other local emergency response agencies, will be among the first to arrive at the scene. We recognize that we share in the responsibility for managing and terminating a pipeline accident. For this reason, we conduct these LEPC/ERA and Public Education meetings annually. 1.6 PIPELINE SAFETY Enterprise has designed and constructed their pipelines to meet the highest standards of safety. The following items are also performed and maintained to provide the highest level of safety for the communities, residence, landowners and emergency responders along the pipeline system: • Aerial Patrols discover unauthorized activities or abnormal conditions that could affect the safety of the pipeline system. • Pipeline right-of-way markers (road crossings, fence lines, etc.) • “Call Before You Dig” utility notification systems. Also referred to as “One-Call”. • In Line Inspections Tools assess the integrity of the pipelines for corrosion pitting, dents, mechanical damage, etc. • Cathodic Protection systems prevent corrosion of underground pipelines by using impressed electrical current. • Emergency Response Plans and emergency response drills for employees. • Annual HAZWOPER training for all field employees to maintain current levels of training. 2. POST-INCIDENT INVESTIGATION An incident investigation will be conducted according to the investigation guidelines contained in the EPCO EHS&T Incident Investigation Program. In addition to the extent possible Enterprise will meet with first due company officers and agencies to conduct a post incident critique. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 13 3. INCIDENT OPERATING GUIDELINES Enterprise Products Operating LLC has adopted fifteen (15) standard Emergency Incident Operating Guidelines for response to incidents involving an uncontrolled release of product. 1. Notification – the Pipeline Controller is notified first and he/she will then contact local emergency response agencies and local employees for assistance. 2. Safely Respond – upwind, uphill and upgrade of the incident ½ mile from reported release site. 3. Isolate and Deny Access/Entry – do not allow anyone to enter or access the hazard area by using banner tape, vehicles, or emergency response personnel. 4. Command – Incident Command System and appoint a Safety Officer; initiate perimeter control. 5. Identification of Material – consult with the Pipeline Controller or local employees and MSDS 6. Assessment/Action Plan – a written action plan must be developed and communicated to the entire response team through a field briefing. 7. Protective Equipment – select PPE, establish control zones, and perform continuous air monitoring. 8. Control – eliminate ignition sources and consider confinement/containment options. 9. Protective Actions – evacuation/shelter-in-place options, establish and maintain adequate safety zones for the duration of the incident. 10. Decontamination – establish and provide an adequate level of decontamination. 11. Disposal – ensure appropriate disposal of all recovered product(s) and contaminated soils. 12. Termination – emergency phase closure, equipment status evaluation, personnel debriefing and assignments for post incident analysis. 13. Medical – document exposures to personnel, give field medical evaluations to exposed personnel and recommendations for further medical attention. 14. Evaluation – a post-incident analysis within 48 hours with all personnel involved. 15. Documentation – all necessary emergency phase documentation is gathered and secured. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 14 4. PRODUCT INFORMATION SHEETS NOTE: Product sheets are not inclusive. For first response only. Please refer to Product MSDS, your NIOSH pocket guide, and DOT Emergency Response Guide Book. 4.1 Natural Gas Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 1 Enterprise Products Operating, LLC In case of an emergency call 1-800-546-3482 DOT ID: 1971 / 1972 GUIDE: 115 NATURAL GAS (Fuel Gas) SYNONYMS/TRADE NAMES: Marsh Gas, Residue Gas, Fuel Gas Clear colorless liquid under pressure. Vapor at atmospheric conditions. First Response • Isolate spill or leak area for at least 100 meters (330 feet) in all directions • Stay upwind • Keep people away • Keep out of low areas • Many gases are heavier than air and will spread along ground and collect in low or confined areas • Keep out of low areas • Wear positive pressure self-contained breathing apparatus (SCBA) • DO NOT EXTINQUISH A LEAKING GAS FIRE UNLESS LEAK CAN BE STOPPED Exposure Limits • Methane/Ethane: Simple Asphyxiant • Nitrogen: 5000 ppm 8-Hr TWA (OSHA) • CO2: 5000 ppm 8-Hr TWA (ACGIH) • Propane: 1000 ppm 8-Hr TWA (OSHA) 2500 ppm 8-Hr TWA (ACGIH) • Hydrogen: 20 ppm Ceiling (OSHA) 10 ppm 8-Hr TWA (ACGIH) E xposure Routes • Inhalation • Eye contact (liquid) • Skin contact (liquid) • Ingestion Personal Protection & Sanitation • Skin: Frostbite • Eyes: Frostbite • Remove: When wet (flammable) • Provide: Frostbite Evacuation LARGE SPILL • Consider initial downwind evacuation for at least 800 meters (½ mile). FIRE • If tank, rail car, or tank truck is involved in a fire, ISOLATE for 1600 meters (1 mile) in all directions; also consider initial evacuation for 1600 meters (1 mile) in all directions. Health • Vapors may cause dizziness or asphyxiation without warning • Some may be irritating if inhaled at high concentrations • Contact with gas or liquefied gas may cause burns, severe injury and/or frostbite • Fire may produce irritating and/or toxic gases Symptoms Of Exposure CALL FOR MEDICAL AID. VAPOR POISONOUS IF INHALED. • Rapid Breathing • Headache • Visual Disturbances • Muscular Weakness • Dizziness • Confusion • Excitation • Asphyxia LIQUID: • Frostbite First Aid • Move victim to fresh air • Eye: Treat for frostbite • Skin: Treat for frostbite • Breathing: Give respiratory support Fire • EXTREMELY FLAMMABLE • Will be easily ignited by heat, sparks, or flames • Will form explosive mixture with air. • Vapors from liquefied gas are initially heavier than air and spread along ground. • Vapors may travel to source of ignition and flash back. • Cylinders exposed to fire may vent & release flammable gas through pressure relief devices. • Containers may explode when heated. • Ruptured cylinders may rocket. 4 . 1 P R O D U C T I N F O R M A T I O N S H E E T – N A T U R A L G A S ( F U E L G A S ) (‼) Product sheet is not inclusive. For first response only. Please refer to Product MSDS, your NIOSH pocket guide, and DOT Emergency Response Guide Book. 5 Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 16 5. PERSONNEL CONTACT NUMBERS FOR ENTERPRISE PRODUCTS OPERATING LLC 5.1 LOGAN WASH PIPELINE - GARFIELD, COLORADO Name Work Mobile Enterprise Products Operating LLC 1-800-331-3032 (24 hr) 1-800-546-3482 Meeker Gas Plant Control Room 713-381-7602 970-366-0479 Dennis Andrews Pipeline Manager 713-381-7507 575-631-6744 James Emerson Pipeline Supervisor 713-381-7629 907-355-4227 Steve Bartlett Maintenance Specialist 307-362-2703 ext. 102 307-871-1121 Taylor Whitaker Manager, Regional Safety 713-803-2452 713-504-7409 Guy Pelkey Safety/PSM Coordinator 713-381-7611 970-274-9514 Rex Morgan Technician 435-789-0547 435-790-0363 Mike Hudman Technician 713-381-7631 970-620-5186 Brian Adkins Technician 435-259-2437 435-260-1279 Rex Davison Technician 970-858-5022 435-260-1282 Todd Pfnister Technician 435-259-2437 435-260-1280 Robert Randall Technician 435-259-2437 435-260-1262 Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 17 5.1 LOGAN WASH PIPELINE - GARFIELD, COLORADO (cont.) Name Work Mobile Kim Stall Technician 435-789-0458 307-871-1405 Lisa Dobel Sr. Environmental Scientist 303-820-5621 303-204-5350 Christopher Gauthier Field Environmental Engineer 303-820-5616 303-330-7952 5.2 FEDERAL AND STATE AGENCIES Name Phone Federal Aviation Administration 425-227-1389 (NW Mountain Region) 866-835-5322 (Federal) Pipeline Hazardous Materials Safety Administration 202-366-4595 (Washington, DC) 303-969-5150 (Lakewood, CO) Dept. of the Interior, Bureau of Land Management, Grand Junction Field Office, Grand Junction, CO 970-244-3000 Colorado Highway Patrol – Colorado District 4 Dispatch 970-824-6501 National Response Center – Spill Reporting 800-424-8802 Environmental Protection Agency (Region 8) 303-312-6312 (Denver, CO) 800-227-8917 (Region States Only) State of Colorado Department of Health and Environment 303-692-2000 Office of Pipeline Safety, Lakewood CO (DOT) 303-969-5150 Colorado Emergency Manager 970-875-5023 (Office and 24 HR Contact) Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 18 5.3 LOCAL CONTACTS Name/Organization Address Phone Chris Bornholdt, Emergency Operations Commander Garfield Local Emergency Planning Committee (LEPC) 107 8th Street Glenwood Springs, CO 81601 970-945-0453 Lou Vallario, Sheriff Garfield County Sheriff's Department 107 8th Street Glenwood Springs, CO 81601 970-945-0453 Nick Marx – Fire Chief DeBeque Fire Protection District David Blair – Fire Chief Grand Valley Fire Protection District P.O. Box 352 DeBeque, CO 81630 1777 Battlement Parkway Parachute, CO 81635 970-283-8632 970-285-9119 MAPL Pipeline Control Emergency 800-546-3482 (Office) 800-331-3032 (Regular Phone) Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 1 6. PIPELINE RIGHT-OF-WAY WARNING SIGNS 9 Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 20 7. STRIP MAPS The following strip maps show the segments of Enterprise that operate in Garfield County. Based on the strip map guidelines and current regulations, there are no locations in Garfield County considered to be immediate response or high consequence areas. The map legend provides the identifier for these locations. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, ColoradoEmergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 2 1 ~ "' I l '- G r a n d j _ I )- , l U i n t a h - / ; I I~ { - .... . I "1 - : - · ( -· ~ - - - - -: - l ~- . I ' '- " - - .: , . ,. - p . , ,; , , . ; . . . . , _ 1 (. 1 ' • ~~ - ~ " _ G a r f i e l d _.-" _., , , , ~ "< - , q . . , .. . . •. - . I ' ~ h: • ·- · •· . . J \ - I .. "' " % x ~ I .., I 0 - I a -- - + - - - 5' • ~ c "': f- - - & . 0 -- " "' I . l . , ' ~· · " l - I .. ' · - j "' o. , i _ - • .. r ii : "' . < ;. , ., , L " -§ , -~ ~ I : • "" ,. w :0 J . . J '\ I § I " ~ -- , '/!' d / : J ' : : ~ : 1 ' : : : / : : n ' t : 6 t i i ~ t ; ~ ' ' : : 1 : : ' ~ : : : 8 ! ! ; ' a n d _ m 1 i ~ ~ s 9 a c e E EN lE RP R I SE ' D l" A C W T Y l@ 'l o o f 1 o · ¢ A« t & I M . a . < k e oo -. r . . , ~ MauO p & " ' i d t f e @ 'l a 1 1 e . 0i & : t . @ vah .~O l r . u -- -- .. - - l<~f' l < l l l t - W". A J IN l m e M l a fl w. I Q I W 11 ~ " * < 1 Ar • c: : : : ! .. . . T -o . a t i p A it , . t S ~ /J W!ll ! . : : a St » e l J l l e - - C'a r . t ' J \ ' 1 " w . t l l. r . 811 j I J U - t a h J. - I ; I C o l o r ~ d o ; r t /' Ri o Bl a n c o s ~ I • - - I I ' " ' ° . ' i • ·~ - ,j l .. - . -. , . - : f - -1 ~·'-"' --"\1 -. ; . • " - - , . . ; · l , . . -- - - = - - - - ' ., . _. ,I l l -~ --~~, .. , ' -'~. ; - - - - - - ' - - - - - ; - - I fr i : • . < ~i\ -· ·~ "' " e 1' ,,. . . ., _,, ,_ , . ~ , . l ' t ~ .. . . . ; ' \ , , - <mi r t a M S . p - t a : I P ~ A' " ' " ~ w : n · ti &f l 5 1 ! 0 0 P < O - R:i•- o • - l' U i -Hl l H , 1 1 1 1 a , = V S H " ~ , _ ""- . . . . . . _ ~ ,_ .. . . . . . . . l) . ; ; _ \ ; _ 1 W ii • l 1 S t . m ! l 3 Sr : . M h l l : W - a •• tt g t . ' f " J ot - _ . . A n • f ~J I C Q ~ C J Z m .1 / N I ., , < t i .. . . _ ~ - - - - - - - , + - ~ "·: J - , - ~ - . < r ...... ~ ........... ... ' . .. ., :,· ~ I ' • ~ . n ._,,_<#r•"•1 .··· I .' (- ' "" No J e EP O t . . P M s '1 e 1 1 1 ' 1 9 d lf l e p c e 1 J $80-'Mflls um cocrf4 aJlec{li~tt co n s eq v e n c ~ ~lf ! 8 ~ (H C A ' # n l. D B pJ P e l f r . f t /~Jefl Ui,;l 'NWICI re-qUire an ~a f E > 1e .sp o r . s e , o y lh 11t op a 1 . N o t 10 p11Wetlt hauuds 10~ .. ~p:Jbllc :; : m+Z m En t e r p r i s e Pr o d u c t s Op e r a t i n g L.P. Ro c k y Mo u n t a i n Sy s t e m St r i p Maps Pr - 1 ~ t ' H f o r EF O ! . P fl . y il w Pi p i 1 7i w. ' /~ 1 sn ~ O.µ. I Oo o » 1 : 1 C 1 ~ .. . 20 0 4 1 ' t l t . A 1 1J t t .t o l l -'I A . " f ' l t . 1 U 1 , h c A' f r b. . , . 1 --v•t RM -24 (i'ap l(ll ".ll o;:cOu ~f.Utl7PM • Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, ColoradoEmergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 2 2 ~ ~ ~ s l ·" " ' i i O W I Il l ~ ~ ~ g u t " h i f ~ ... . 1 - - i i I r i i I I I I L I .. _. 1 .: i r . Q v . . 1' . r ' O W 1 : •; o y , . 1 \l t " 1 ( 1 W .. . . . , , Se e fl e Q O L0 9 -_ : ; . . . ~ - ~ - - - - - r :- i l l b n t o c 0 I 0 , . II <.l u + G r . . : I J i h : t i o n "~ \ . ""'-~' \ , \ \l 1 1 n • t 1 ~. . - . o w "" " " ' 1. 1 1 l h l o l l h l l • '" " " " ' l' l l l r i l i n ' G1 1 n n 1 •U l 1 . l J' I ~ ~·- .i . := - bl ' I T E P O L L C L i q u i d P i p e l i n e s - - - Ac : i d v o - - - - IC l l O . - : H C A I tm m o c l • t • A r. 1 r p o n s o a F 8J CU I U 6 $ Ml g , i y P o p u l • t o d A r o a O t h • .r Po p ! . . l l tr t 9 d A r . . (_' o Io r a do Geography = l nlen11l•t• H lgttw t1y - us Highway Wal er Body - - - - Stot • Un • C'oi.4nly Line~ + Alrp«ts ~ EP C O , . lN C . Pi p e l i n e I nt e gr i t y Department E PO L L C - Li q u i ds HC A Va l i d a t io n - Page Locat i on 2 n 1 /2 0 0 8 1 0 .. . . . 1 0 20 -·-K09 i W _ M .. . . .,i ! ! t ' ~ J t i t l Cla l , f ! t ~ ,,, . _ . . . . 9 f l > c : l w _ . . ~ .(il~ lllJ l ; U t l l •Cc.-r-Oo!Tflr~~~IOl ,4-t ~t.-• Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 2 3 E JI " " " "' .. "' " .. ,. .. " J: Ill 1., .. "' ... " JI " " " .. 6S98W ,, " " • 11 " ' 3S ?8\V " . " '"' " "' " .. .. 7S 97\V " .. .. " " " 3 1$%W " .. " .. " " " .. " " I S95 W .?II :1 .. 16 I' 2S 9SW " " » " .. " " 3.1 -1 $9$\V " " " " " ,, u S$9SW " .. .. .. " .. " " .. " " JI IQ II U 10 Or• "cl Y•ll•y l"•r• Prol •clle a Olah let " .. " " <;S9SW ' . .. Battlement Mn• " 7 S?SW " " " 3594\V II " " .. .. " " :: I S9H V " " 2S 9-1\V J •• ,, , . II " .. " , . .. ,. ,.RIO Q,LAN<;:,O COUNTY II .. OARFI LD co\JN " " ,. 2S ?3W " .. " " J:J ll .. .. 11 " " . ' I " II 7S93W 16 -----.. ·-===== -----s=-:::::--. " JJ ).J ,_. )1 M l--!L....~~~---l!====:r-.----.--.--·.--.,---.-.,_,..__-llo-~.-1 CJ.:::;:-:::_-: GARFIE'LD • COUNTY " ,. " " .. 11 MES~ COUN TY •• Ito I) 8 S95\V " :: ,. " .. " EMERGENCY RESPONSE PLAN GARFIE LD COUNTY. COLORADO Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 24 8.0 ACKNOWLEDGEMENT AND COMPLIANCE ACKNOWLEDGMENT This Emergency Response Plan has been developed to work in conjunction with existing emergency plans developed by federal, state and local authorities. To further coordination, this plan is presented to the local emergency planning committees or other local emergency agencies on an annual basis (refer to the Emergency Policy for more information). COMPLIANCE This Emergency Response Plan complies with the requirements for emergency plans from 49 CFR of the Department of Transportation, 29 CFR Part 1910 of the Occupational Safety and Health Administration to protect the health and safety of Company employees. PLAN INTEGRITY AND REVIEW The Facility Supervisor and/or Safety/PSM Coordinator for each location will ensure that the emergency response plan is reviewed and updated as needed, but at least annually. For additional information please contact: Guy Pelkey, Safety/PSM Coordinator 713-381-7611 (office) 970-274-9514 (mobile) 970-625-2568 (home) Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 2 9. ACKNOWLEDGEMENT OF RECEIPT 5 ACKNOWLEDGEMENT OF RECEIPT EMERGENCY RESPONSE PLAN Please Read: By signing below I am acknowledging that I have received, reviewed, and understand the Emergency Response & Action Plan provided by Enterprise Products Operating LLC. Date: Print Name: Print Title: Organization: Contact Person: Mailing Address: City: State: Zip: Phone Number: Fax Number: E-Mail: Signature: Distribution: After you complete this form, please return it to our office in the enclosed self-addressed, stamped envelope. This will help us maintain our records and the Emergency Response Database. Enterprise Products Operating LLC Logan Wash Pipeline - Garfield County, Colorado Emergency Response Plan Logan Wash Pipeline Emergency Response Plan 04-16-09 Revised 04/16/09 26 10. DOCUMENT CHANGE LOG DATE CHANGE LOCATION BRIEF DESCRIPTION OF CHANGE 1/2008 Multiple Changes comply with recent regulator requirements – New plan distributed. 04/16/09 Multiple Addition of Logan Wash 16” Pipeline COLORADO • WISCONSIN • MAINE p h o n e : ( 3 0 3 ) 6 6 6 -0 6 1 7 • w w w . h a n k a r d i n c . c o m • f a x ( 3 0 3 ) 6 0 0 -0 2 8 2 April 22, 2009 Phil Vaughan Phil Vaughan Construction Management, Inc. Construction Manager 1038 County Road 323 Rifle, CO 81650 RE: Analysis of Logan Wash 16” Pipeline Installation Noise Dear Mr. Vaughan, Per you request, we predicted the noise levels that will be generated during the installation of the Logan Wash 16” Pipeline in order to determine if the project would be in compliance with applicable noise regulations. SUMMARY The Enterprise Gas Processing, LLC, 4.18 mile long Logan Wash 16” Pipeline will be located parallel to the existing TransColorado Pipeline, with the southern terminal approximately five miles from De Beque, Colorado. Noise from construction of the pipeline must adhere to Garfield County Unified Land Use Resolution, Article VII Standards, Section 7-815, Additional Standards Applicable to Pipelines (September 2008), which refers to the Colorado Oil and Gas Conservation Commission (COGCC) Rules and Regulations, Section 802, Noise Abatement (April 2009). COGCC Rule 802 says that the maximum noise level from the construction of a pipeline must be at or below 80 dBA (daytime) at a distance of 350 feet away. Based on our analysis, noise levels at a distance of 350 feet from the installation of the Logan Wash 16” Pipeline will range from 61 dBA to 74 dBA, and are below the COGCC’s maximum daytime level of 80 dBA. In addition, the nearest residence to the pipeline is located approximately 2,500 feet away. Pipeline construction noise at this distance is predicted to range from 41 to 52 dBA. Thus, noise from this project is projected to be in compliance with the COGCC Rule 802 and Garfield County Unified La nd Use Resolution Section 7-815. Analysis of Logan Wash 16” Pipeline Installation Noise page 2 April 22, 2009 APPLICABLE NOISE REG ULATIONS The Garfield County Unified Land Use Resolution, Article VII, Section 7-815, Additional Standards Applicable to Pipelines, says that a development plan shall be approved or conditionally approved in accordance with the following standards and criteria. The additional standard related to pipeline installation noise is that any equipment used in construction or operation of a pipeline must comply with the Colorado Oil and Gas Conservation Commission Rules and Regulations, Section 802, Noise Abatement. The standard goes on to discuss if the pipeline construction will have a substantial impact in adjacent areas, but that is not expect with this project. It also mentions that any repair and maintenance activity requiring the use of equipment that will generate noise, odors, or glare beyond the property boundaries will be conducted within a building or outdoors during the hours or 8 a.m. to 6 p.m. The COGCC Section 802 (April 2009) specifically discusses the maximum permissible noise levels for the installation of a pipeline and says that such an installation is subject to the maximum permissible noise levels for an Industrial Zone. Table 1 provides the COGCC maximum permissible noise levels per land use zone. This pipeline project will be completed during daytime hours (7:00 a.m. to 5:30 p.m.), and no impulsive type sounds are anticipated. Thus, the maximum permissible noise level is 80 dBA at a distance of 350 feet from the pipeline installation. This was verified with COGCC staff. TABLE 1 COGCC MAXIMUM PERMISSIBLE NOISE LEVELS (dBA ) Zone Daytime (1), (2) (7:00am to 7:00pm) Nighttime (2) (7:00pm to 7:00am) Residential 55 50 Commercial 60 55 Light Industrial 70 65 Industrial 80 75 (1) During the daytime, the noise level can be increased by 10 dBA for 15 minutes in any one-hour period (2) Noise level limit decreased by 5 dBA for impulsive type sounds. Analysis of Logan Wash 16” Pipeline Installation Noise page 3 April 22, 2009 SITE DESCRIPTION AND EQUIPMENT USAGES The proposed Enterprise Gas Processing, LLC, 4.18 mile long Logan Wash 16” Pipeline will be located along Conn Creek with the southern terminal located approximately five miles to the north of De Beque, Colorado. The pipeline will traverse lands of various ownership, including land owned by the Bureau of Land Management, Savage Limited Partnership, and Chevron USA. Based on a review of mapping and input from the project team, there is one known residence located near the project, which is located approximately 2,500 feet away. For the purposes of the noise analysis, the construction of the pipeline was broken down into eight phases. For each phase, the type of equipment to be used and its maximum noise level at 50 feet and at 350 feet are listed in Table 2. The equipment to be used for each phase was based on a review of the Construction Execution Plan for this project, and other similar pipeline installation projects. Note that while the project as a whole may use more equipment than is listed below, the number listed is the quantity that is intended to be used within each phase in a particular geographic area. The maximum noise levels listed in Table 2 were obtained from a database of construction noise levels that was developed for the Central Arterial/Tunnel project in Boston, MA, and is in our opinion the most comprehensive construction noise database currently in existence in the United States. TABLE 2 Noise Sources and Maximum Noise Levels for Logan Wash 16" Pipeline Installation PHASE EQUIPMENT MAX LEVEL AT 50 FEET (dBA) MAX LEVEL AT 350 FEET (dBA) # DEVICES Pre-construction Staking pickup truck 75 58 2 (manually stake work space) Mobilization tractor trailers 74 57 2 (transport equipment to site and staging areas) pickup truck 75 58 2 CLEARING AND GRADING dozer 82 65 2 (brush clearing, soils removal, and grading) trackhoe 85 68 2 patrol grader 85 68 1 TRENCHING trackhoe 85 68 3 (trenching and boring ditches) PIPELINE INSTALLATION flat bed trucks 74 57 2 (pipe delivery, unloading, bending, welding) side booms 81 64 2 pipe bending machine 80 63 1 welding 74 57 4 BACKFILLING side booms 81 64 2 (lower pipe, material delivery , backfill, compacting) dump truck 77 60 1 dozer 82 65 1 backhoes 80 61 2 HYDROSTATIC TESTING air compressor 78 61 1 (pushing, cleaning, drying pigs) CLEANUP & RESTORATION drill seeder 87 70 1 (seeding) side -cast seeder 87 70 1 patrol grader 85 68 1 Analysis of Logan Wash 16” Pipeline Installation Noise page 4 April 22, 2009 NOISE ANALYSIS RESULTS To calculate the noise emissions from the pipeline installation, input data from Table 2, above, and the Federal Highway Administration’s (FHWA) Roadway Construction Noise Model (RCNM) v1 were used. This construction noise model uses an extensive database of noise measurements and calculations developed for the Central Arterial/Tunnel project in Boston, MA. Noise levels for each phase of the installation were calculated for a distance of 350 feet from the pipeline as per the COGCC Rule 802. The results of these calculations are shown in Figure 1. The predicted noise levels range from 61 to 74 dBA, and are below the maximum permissible noise level of 80 dBA specified by COGCC Rule 802. Thus, this project is predicted to be in compliance with COGCC Rule 802 and subsequently Section 7-815 of the Garfield County Unified Land Use Resolution for Standards Applicable to Pipelines. The maximum noise levels were also calculated for the nearest residence (Prather Residence), which is located about 2,500 feet west of the pipeline in Section 30 on land owned by Chevron USA. This is the only known residence in the vicinity of the proposed project. It is expected that the pipeline installation noise levels will range from 41 dBA to 52 dBA at this home. The COGCC Rule 802 regulates pipeline installation noise at 350 feet from the construction activities, and there are not any additional regulations regarding residences. Thus, this data is provided for reference information only. FIGURE 1 – PREDICTED NOISE LEVELS 350 FEET FROM THE INSTALLATION OF THE LOGAN WASH 16” PIPELINE Analysis of Logan Wash 16” Pipeline Installation Noise page 5 April 22, 2009 Please contact our office with any questions at (303) 666-0617. We hope that this will satisfy the requirement for your permit. Sincerely, Jeff M. Cerjan Senior Engineer Enterprise Products Operating, LLC Plan of Development Logan Wash Pipeline Project March 2009 PLAN OF DEVELOPMENT 1.0 INTRODUCTION 1.1 PURPOSE AND NEED Enterprise Products Operating, LLC (Enterprise) is proposing to construct the Logan Wash Pipeline Project to deliver natural gas from the Conn Creek Meter Station to the Logan Wash Meter Station. At the Logan Wash Meter Station, the proposed pipeline connects with the Great Divide Pipeline. There is a need to deliver the natural gas from OXY’s production north of the Conn Creek Meter Station to markets. 1.2 ROW GRANT AND TUP APPLICATIONS Enterprise proposes to construct the 4.18 mile 16-inch Logan Wash Pipeline of which 2.12 miles is on BLM-administered lands. On BLM-administered lands, construction of the Logan Wash Pipeline will require a 75-foot wide construction right-of-way (ROW) which includes a 50-foot wide permanent ROW and a 25-foot wide temporary use area. On private lands, the permanent easement varies from 25 to 30 feet in width and the temporary use area varies from 30 to 50 feet in width according to landowner agreements. On both private and BLM-administered lands, temporary extra workspace (TEWS) will be required for construction in areas of rugged terrain, waterbody crossings, road crossings, and at pipeline point of intersection (PI) locations. TEWS associated with the Logan Wash Pipeline Project are listed below in Table 1. Total short-term disturbance associated with the project on all lands is 46.39 acres (24.28 acres on BLM- administered lands). All long-term disturbance (0.88 acres on all lands and 0.83 acres on BLM- administered lands) is associated with upgrading an existing two-track road for temporary access. Table 1 Location, Purpose and Size of Temporary Extra Workspace Necessary for Construction of the Logan Wash Pipeline Name (milepost) Purpose Area (acres) Dimension (feet) Direction Land Ownership TEWS-0.00 Logan Wash Tie-In 1.21 185 x 320 West BLM TEWS-0.09 Steep Slope, PI and Staging 0.40 25 x 675 West BLM TEWS-0.32 Ingress/Egress, Road Crossing and Staging 0.34 50 x 300 West BLM TEWS-0.61 Side Hill, Road Crossing, PI and Staging 0.58 50 x 525 West BLM TEWS-1.07 Wash Crossing, ROW Transition and Staging 0.35 50 x 300 West BLM TEWS-1.55 Side Hill, Steep Slope, PI and Staging 1.16 25 x 2,075 West BLM TEWS-1.96 ROW Transition 0.09 25 x 150 West Private TEWS-2.25 Wash Crossing 0.09 25 x 150 West Private TEWS-2.32 Wash Crossing 0.09 25 x 150 West Private TEWS-2.62 Wash Crossing, Ingress/Egress and Staging 0.46 25 x 800 West BLM TEWS-2.78 Ingress/Egress and Staging 0.11 50 x 100 West BLM TEWS-3.65 PI and Conn Creek Crossing 0.91 100 x 600 Irregular West Private TEWS-3.84 Conn Creek Crossing 0.70 100 x 300 West Private TEWS-3.90 Ingress/Egress, PI and Staging 0.36 100 x 300 Irregular West Private TEWS-4.10 Conn Creek Meter Station Tie-in 0.37 50 x 300 East Private Total 7.22 Logan Wash Pipeline Project - Plan of Development 1 2.0 PROJECT DESCRIPTION 2.1 LOCATION AND DESCRIPTION OF FACILITIES Pipeline Facilities. The Logan Wash Pipeline Project consists of 4.18 miles of 16-inch natural gas pipeline which would begin at the Logan Wash Meter Station in Section 31, T. 7 S., R. 97 W. (MP 0.0) and end at the Conn Creek Meter Station in Section 8, T. 7 S., R. 97 W. (MP 4.18). The proposed pipeline routes proceeds in a northerly direction crossing Logan Wash, an ephemeral stream, by open-cut methods at MP 0.06. Continuing in a northerly direction, and paralleling the TransColorado Pipeline and the Enterprise 10-inch pipeline, the Logan Wash Pipeline Project would cross 20 ephemeral unnamed tributaries to Conn Creek. All unnamed tributaries to Conn Creek will be crossed by open-cut methods when there is no water flowing in the drainage. At MP 3.83, the Logan Wash Pipeline crosses Conn Creek, a perennial stream. If there is water flowing in Conn Creek at the time of construction, it would be crossed by a dry open-cut method (i.e., either flume or dam and pump). The proposed pipeline would terminate at the Conn Creek Meter Station at MP 4.18. See Attachment A for a general location of the project. Access Roads. Existing county roads will be used to access the construction ROW at MPs. 0.00 and MP 4.18. An existing road will be used for temporary access from Conn Creek Road to the construction ROW which intersects the ROW at MP 2.78. This road was used during construction of Enterprise’s 10-inch pipeline in 2008. The road has been ripped and seeded and will not required additional disturbance; however, re-disturbance will be required. This road will be reclaimed to a two-track after construction. A temporary access road (TAR) will be required to access the construction ROW from Roan Creek Road intersecting the construction ROW at MP 0.66 (TAR-0.66) as shown in Table 2.3-5. This road is a 9-foot two-track road which will require upgrading to a 15-foot wide road surface in certain areas. This road will be reclaimed to a two-track road during reclamation. Pipe Storage and Contractor Yards and Staging Areas. The primary staging area is the 21- acre Parachute Yard location at 315 County Road 300 in Parachute. The Berry Yard located at 44200 Hwy 13 in Meeker will also be used as a yard. Both of these yards are existing industrial facilities and no additional disturbance will be required. The Logan Wash Meter Station at MP 0.0 in Section 31, T 7 S., R. 97 W. will be used as a secondary staging area. No additional disturbance will be required at this location. 2.2 SCHEDULE Construction of the Logan Wash Pipeline Project is scheduled to begin on or about July 15, 2009, and will take approximately 10 weeks to complete. 2.3 WORKFORCE Construction activities will require an average workforce of 50 workers per day with a peak workforce of 84 workers consisting of Enterprise employees, contractor employees, construction inspection staff, and environmental inspection staff. Approximately 50 percent of the workforce is expected to be local. It is not expected that additional staffing would be required to maintain the facilities after construction. Logan Wash Pipeline Project - Plan of Development 2 2.4 TRAFFIC Interstate-70 is the major access for the construction location. Busses (three round trips per day) will be used for transportation of the workers to the construction ROW. In addition, there will be approximately 20 light-vehicle daily round trips and 15 heavy-vehicle round trips per day. Dust control will require up to eight heavy-vehicle round trips per day depending on site conditions. The majority of the workers will commute (by bus and light-vehicle) to the construction right-of-way early in the morning (between 7:00 a.m. and 8:00 a.m.) and will return in the evening during non-peak traffic hours (between (5:30 p.m. and 6:30 p.m.). Several heavy equipment vehicles will be transported to the site and left on the right-of-way until construction is complete. 3.0 CONSTRUCTION Standard pipeline construction techniques will be used along the pipeline route, which typically involve the following sequential operations: preconstruction survey, mobilization, clearing, grading, installation of Best Management Practices (BMPs) for erosion control, topsoiling, trenching, pipe stringing, welding and coating pipe, lowering in and padding, backfilling, strength testing, and cleanup and restoration. The construction techniques described below would be used unless site-specific conditions warrant special methods. Construction of the natural gas pipeline would begin after all required federal, state, and local approvals have been obtained. Company personnel and construction contractors will discuss procedures and permit approvals prior to construction. Pipeline Construction Pre-construction Survey. Construction staking is required to designate the centerline and outside right-of-way boundaries. The limits of disturbance would be clearly marked/staked prior to construction including the permanent easement/permanent right-of-way, temporary right-of- way, TEWs, and access roads. Utility lines would be located and marked to prevent accidental damage during pipeline construction. Sensitive areas to be protected from disturbance or that require monitoring would be marked. The location of access road entry points would be properly marked. Flagging, signs, and other markings identifying the limits of disturbance would be maintained through all phases of construction. A survey crew would be available during construction activities to refresh any damaged stakes. Mobilization. Construction equipment will be transported to the construction ROW via tractor trailer and unloaded within the designated staging area. Transportation equipment will be removed from the site or parked within the staging area once off loading is completed. Clearing and Grading. Vegetation will be cleared and the construction ROW will be graded to provide for safe and efficient operation of construction equipment and vehicles and to provide space for the storage of subsoil and topsoil. Construction activity and ground disturbance will be limited to approved, staked areas. Trees will be cut with a chain saw and/or mechanical shears and brush will generally be cut with a hydro-axe or similar equipment. Trees and brush will be cut as close to the ground as possible. Vegetative material will typically be shredded and scattered back across the surface to increase roughness, facilitate seeding establishment, and protect the construction ROW. Stumps that are not shredded or chipped and that are incorporated into the topsoil will be removed and disposed of at an approved disposal facility. Logan Wash Pipeline Project - Plan of Development 3 Installation of Erosion Control BMPs. Erosion control BMPs will be installed immediately after clearing; however, it may be necessary to install erosion control BMPs near Conn Creek prior to clearing to minimize the potential for runoff to enter Conn Creek. Placement of erosion control BMPs will be according to the environmental alignment sheets in Enterprises’ Stormwater Management Plan. All erosion control BMPs will be routinely inspected and any damaged or temporarily removed structures will be replaced at the end of each working day. Topsoiling. Topsoil will be salvaged and protected along the entire alignment to facilitate revegetation of the construction ROW after construction is complete. On both BLM- administered and private lands, all available topsoil up to a depth of 6 inches will be removed from the trenchline and working side of the right-of-way and will be stored on the non-working side of the right-of-way. Topsoil will be stockpiled separate from subsoil and will not be used to pad the trench or construct trench breakers. In areas where the construction ROW crosses ephemeral drainages, the drainages will not be blocked with topsoil or subsoil piles. Topsoil and subsoil will be placed on the banks of the drainages. Gaps will be left periodically in the topsoil and subsoil piles. Subsoil will be windrowed to avoid ponding and excess diversion of natural runoff during storm events. Trenching. Access will be provided for landowners and grazing permittees to move vehicles, equipment, and livestock across the trench where necessary. Livestock operators will be contacted and adequate crossing facilities will be provided as needed to ensure livestock are not prevented from reaching water sources because of the open trench. The contractor will keep wildlife and livestock trails open and passable by adding soft plugs (areas where the trench is excavated and replaced with minimal compaction) during the construction phase. Soft plugs with ramps on either side will be left at all well-defined livestock and wildlife trails and at no more than half mile intervals along the open trench to allow passage across the trench and provide a means of escape for livestock and wildlife that may fall into the trench. Trenching activities will be completed using track hoes. The trench would be to one side of the construction right-of-way to allow for spoil to be placed opposite of the wider working side. Enterprise does not anticipate that blasting would be required during pipeline construction. Pipe Stringing. After trenching is complete, individual joints of pipe will be strung along the construction ROW adjacent to the excavated trench and arranged so they are accessible to construction personnel. A mechanical pipe-bending machine will bend individual joints of pipe to the desired angle at locations where there are significant changes in the natural ground contours or where the pipeline route changes direction. Welding and Coating Pipe. After stringing and bending are complete, the sections will be aligned, welded together, and placed on temporary supports along the edge of the trench. All welds will be visually inspected by a qualified inspector. Non-destructive radiographic inspection methods will be conducted in accordance with current requirements. A specialized contractor will be employed to perform this work. Any weld defects will be repaired or cut out as required under the specified regulations and standards. To prevent corrosion, the pipe will be externally coated with fusion bonded epoxy coating prior to delivery. After welding, field joints will be coated with a tape wrap, shrinkable sleeve wrap, or field-applied fusion bond epoxy. Before the pipe is lowered into the trench, the pipeline coating Logan Wash Pipeline Project - Plan of Development 4 will be visually inspected and tested with an electronic detector and any faults or scratches will be repaired. Lowering in and Padding. Before the pipe section is lowered into the trench, an inspection will be conducted to verify that the pipe is properly fitted and installed in the trench, minimum cover is provided, and the trench bottom is free of rocks and other debris that could damage the external pipe coating. The pipe sections will be simultaneously lifted in position over the trench and lowered in place. Sifted soil fines from the excavated subsoils will provide rock-free pipeline padding and bedding. Sandbags may be used to pad the bottom of the trench instead of, or in combination with, padding with soil fines. In rocky areas, padding material or a rock shield will be used to protect the pipe. No topsoil will be used to pad the pipe. Backfilling Pipeline. Backfilling will begin after a section of pipe has been successfully placed in the trench. Backfill will be conducted using a bulldozer or other suitable equipment. Subsoil excavated from the trench will generally be used to backfill the trench, except in rocky areas where imported select fill material may be needed. Backfill will be graded and compacted, where necessary, for ground stability, by tamping or walking with a wheeled or tracked vehicle. Compaction will be performed to the extent that there would be no voids in the trench. Any excavated materials or materials unfit for backfill will either be utilized elsewhere or properly disposed of in accordance with applicable laws and regulations. Strength Testing. Once the pipeline is in place, the pipeline would be pressure tested with either nitrogen or water to ensure that the system is capable of operating at the design pressure. Prior to filling the pipeline for a strength test, each section of the pipeline would be cleaned by passing reinforced poly pigs through the interior of the pipeline. Pipeline integrity would be tested by capping the pipeline segments with test manifolds and filling the capped segments with either nitrogen or water and held for the required amount of time. Any substantial loss of pressure indicates that a leak may have occurred and would require further inspection. If nitrogen is used to test the pipeline, it would be pressurized to a maximum of 95 percent of the pipe yield value and held at that pressure for a minimum of 4 hours. During the testing procedure, defaults in the pipe or welds would be detected. If defaults are present, they would be repaired and the testing would start over again. If water is used to hydrostatically test the pipeline, it would be obtained from either a private or municipal source. Enterprise estimates that approximately 232,000 gallons (0.71 acre-feet) would be required. The test water would be discharged to a straw bale structure in an upland area at a distance from waterbodies and wetlands to encourage infiltration. The energy would be dissipated and the water would be filtered in the straw bale structure. Cleanup and Restoration. Cleanup and restoration would occur after the natural gas pipeline is installed and backfill activities are completed. Cleanup of the surface along the construction ROW would include removal of construction debris and final grading to the finished contours. Permanent erosion control measures would be installed and seeding would occur in accordance with landowner requirements. Road Construction Design of all TAR-0.66 would incorporate standards and environmental Best Management Practices (BMPs) provided in Surface Operating Standards and Guidelines for Oil and Gas Exploration and Development Fourth edition, 2007 – a joint effort by the BLM and the Forest Service (BLM and Forest Service, 2007). TAR-0.66 would be constructed using BLM BMPs for Logan Wash Pipeline Project - Plan of Development 5 typical road construction. Corrugated metal pipe (CMP) would be used to cross streams and drainage areas. The CMPs would be constructed in accordance with BLM specifications for typical culvert construction. TAR-0.66 would be unpaved using Colorado Department of Transportation Class 5 gravel or similar material. Aboveground Facility Construction Aboveground facilities include a pig receiver at MP 0.0 and a launcher at MP 4.18. These would both be located on existing disturbance associated with Enterprises’ the 10-inch pipeline. No additional short-term or long-term disturbance would be required. 4.0 SPECIAL CONSTRUCTION TECHNIQUES Road Crossings. The only roads crossed by the proposed pipeline are two-track roads. These roads will be open-cut and will be returned to their pre-construction condition. Waterbody and Wetland Crossings. One perennial waterbody and 21 ephemeral drainages will be crossed by the proposed Logan Wash Pipeline. Conn Creek is the only perennial stream that will be crossed (MP 3.83). Enterprise will cross Conn Creek by either flume or dam and pump methods if there is water flowing in the creek at the time of construction. All ephemeral drainages will be crossed when there is no flow in the channel. All waterbodies will be crossed in accordance with U.S. Army Corps of Engineers (COE) 404 Permit requirements. Livestock. Compensation or interim measures will be provided for critical facilities (such as watering sites) that are disrupted during construction or restoration through prior agreements with grazing permittees or landowners. Temporary fencing will be installed as required by pre- construction agreements with landowners to prevent livestock entry into the construction right- of-way. Fueling and Hazardous Materials. Fuels and hazardous materials will not be stored along the construction right-of-way. To minimize occurrence of contaminants from construction equipment, welding, and refueling entering surface water, Enterprise has prepared and will follow a Spill Prevention, Containment, and Countermeasures Plan (SPCC Plan), which was developed in accordance with state permit requirements. Fire Control. Enterprise would comply with all federal, state, and local laws, ordinances, and regulations that pertain to the prevention, pre-suppression, and suppression of fires. If wildfires are observed outside of the project area, they will be reported immediately to the nearest fire dispatch office. Dust Control. Dust suppression techniques may be used in construction zones to mitigate the impacts of fugitive dust emissions in sensitive areas. It is estimated that approximately 889,000 gallons (2.73 acre-feet) of water would be required for dust control during construction. Water for dust control would be obtained from either a private or municipal source. Magnesium chloride would not be used for dust control. Weed Control. All equipment would be thoroughly cleaned prior to being brought to the construction ROW to avoid contamination from noxious weeds. If working in sites with weed- seed contaminated soil, equipment would be cleaned prior to moving to uncontaminated terrain. Enterprise would avoid driving vehicles through areas where weed infestations exist. Enterprise has prepared and will follow a Noxious and Invasive Weed Management Plan. Logan Wash Pipeline Project - Plan of Development 6 Logan Wash Pipeline Project - Plan of Development 7 Erosion Control. Temporary erosion controls would be installed immediately after initial disturbance (clearing) and would be properly maintained throughout construction and reinstalled as necessary until replaced by permanent erosion controls or restoration is complete. These measures may include but are not limited to sediment barriers, slope breakers, mulch, and erosion control fabric. Enterprise has prepared and will follow a Stormwater Management Plan for implementation of the BMPs. 5.0 POST-CONSTRUCTION Reclamation. After construction, all disturbed areas would be returned to pre-construction conditions and a stable vegetative cover will be maintained on the ROW. The construction ROW will be restored and revegetated according to the measures outlined in Enterprise’s Reclamation Plan (attached). Operation and Maintenance. Annual inspections will be conducted to check for erosion, pipe exposure, right-of-way condition, unauthorized encroachment, and any other situations that may result in a safety hazard or may require preventative maintenance. The annual inspections will be conducted on foot, from a vehicle using existing roads, or from aircraft. If damage should occur to one of the pipelines, the affected portion of the pipeline will be repaired or replaced. Applicable requirements of the Occupational Safety and Health Act will be followed. STANDARD FORM 299 (1/2006) Prescribed by DOI/USDA/DOT FORM APPROVED P.L. 96487 and Fedenl Register Notice 5-22-95 APPLICATION FOR TRANSPORTATION AND OMBNO. 1004-0189 UTILITY SYSTEMS AND FACILITIES Expires: November 30, 2008 ON FEDERAL LANDS FORAGENCYUSE ONLY NOTE: Before completing and filing the application, the applicant should completely review this ~e and schedule a Application Number preapplication meeting with representatives of the agency responsible for processing the applicallon. Each agency may have specific and unique req_uirements to be met in preparing and processing the application. Many times, with Date filed the help of the agency representative, the application can be completed at the preapplication meeting. 1. Name and address of applicant (include :;;ip code) 2. Name, title, and address of authoriz.ed agent if different 3. TELFJ>HONE (area code) ENTERPRISE GAS PROCESSING, LLC from Item I (include =ip code) Applicant P.O. BOX 1298 GRAND JUCTION, CO 81502 Authorized Agent 4. As applicant are you? (check one) 5. Specify what application is for: (check one) a. D Individual ·§-~ h. b. Renewing existing authorization No. c. PartnCIShip/Association* c. Amend existing authorization No. d. State Government/State Agency d Assign existing authorization No. e. ~~oo• Local Government e. D Existing use for which no authorization has been received* f. D Federal Agency r. D Other* *If checked, complete supplemental page *If checked provide details under Item 7 6. If an individual, {1[ partnership are you a citizen(s) of the United States? IZJYes 0 No 7. Project description [describe in detail): (a) Type of system or facility, (e.g., canal, pipeline, road); (b) related structures and facilities; (c) physical specifications (length, width, grading, etc.); (d) term of years needed; (e) time of year of use or operation; (f) Volume or amount r:i product to be transported; (g) duration and timing of construction; and (h) temporary work areas needed for construction (Attach ildditional sheets, if ildditional space is needed,) The proposed. pipeline will be a 16" diameter natural gas pipeline which will include other above ground related fadlities. This pipeline will connect to OXY'S Plant in Section 32 Township 6 South, Range 97 West and tie into Encana's Great Divide Pipeline In Section 31 Township 7 South, Range 97 West. The proposed pipeline will follow an existing pipeline cooridoor and will be approximately 17,333.SO' in length. The permanent width of the pipeline will be 50' with an additional 25' TUA for the entire length of the pipeline. Individual extra work spaces are shown on the map. Enterprise Gas Processing, LLC will be requesting a Right Of Way for a term of 30 years. 8. Attach a map covering area and show location of project proposal 9. State or local government approval: 0Attached OApplied for IZJ Not required 10. Nonreturnable application fee. IZ)Attached 0Not required 11. Does project cross international boundary or affect international waterways? 0 Yes IZJNo (Jf"yes," indicate on map) 12. Give statement of your technical and financial capability to construct, operate, maintain, and terminate system for which authorization is being requested. ENTERPRISE GAS PROCESSING, LLC is eogagged in the business of gathering natural gas from various producers in the area. We are technically and finaodally capable of constructing and maintaining this project. (Continued on page 2) This form Is authoriml for loc:al reproduction 13a. DescnbC other reasollllble Bltemative routes and mOdCS considered The pipeline route was selected as the most logical one to create the least amount of dJsturbance or disruption of the surface of the land. h Why were these alternatives not sclect.ed? NIA c. Give explanation as to why it is necessary to cross Federal Lands The pipeUne route follows an existing Right of Way that crosses federal (BLM} lands. It is necessary to cross these lands to transport the natural gas to processing facilities and markets. 14. List authorizations and pending applications filed for similar projects which may provide information to the authorizing agency. (Specify number, dale, code, or lltllrle) NIA 15. Provide statement of need for project, including the economic feasibility and items such as: (a) cost ofpropo.W (conslrUction, operation, and maintenance); (b) estimated cost of next best alternative; and ( c) eXpected public benefits. The pipeline is the only viable and economically feasible fonn of traosportatioo for natural gas. The total project cost bas not been detenolned at this time. There is no alternate route of wblc:h I am aware. Public benefits wlU be an increase supply of natural gas. 16. Describe probable effects on the population in the area, including the social and economic aspects, and the rural lifestyles. None 17. Describe likely environmental effects that the proposed Jlflliect will have on: (a) air quality; (b) visual impact; (c) surface and eround water quality and quantity; (d) the control or structural change on any stream or other body of water; ( e) existing noise levels; and (f) the surface of the land, mcluding vegetation, pemiafrost, soil, and soil stability. These items have been covered in the Plan OfDevelopement (construction and use plan) attached. 18. Descnbe the probable effects that the proposed project will have on (a) populations r:1 fish, plantlife, wildlife, and marine life, including threatened and endangered species; and (b) marine mammals, including hunting, capturing, collecting, or killing these animals. These items wlU be covered by the Environmental Assesment prepared by the BLM 19. State whether any hazardous material, as defined in this paragraph, will be used, oroduced, ~or stored on or within the right-of-way or any of the right-of-way facilities, or used in the construction, operation, maintenance or termination or the right-of-way or any of its facilities. "Ha7.ardous material" means any substance, pollutant ()r contaminant that is listed as hazardous under the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended, 4 2 U.S.C 9601 et seq., and its regulations. The definition of hazardous substances under CERCLA includes any "hazanlous waste" as defined in the Resource CoDSC1Vation and Recovery Act of 1976 (RCRA), as amended, 42 U.S.C. 9601 et seq., and its regulations. The term hazardous materials also includes any nuclear or byproduct material as defined by the Atomic F.nergy Act of 1954, as amended, 42 U.S.C. 2011 et seq. The term does not include petroleum, including crude oil or any fraction thereof that is not otherwise specifically listed or designated as a haz.ardous substance under CERCLA Section I 01 (14 ), 42 U.S.C. 9601 (14 ), nor does the term mclude natural gas. None wlU be used. 20. Name all the Department(s)/Agency(ies) where this application is being filed. Bureau Of Land Management -Grand Junction Field omce. I HEREBY CERTIFY, That I am oflegal age and authorized to do business in the State and that I have personally examined the information contained in the application and believe that the information submitted is correct to the best of my knowledge. Signature of Applicant I Date Title 18, U.S.C. Section 1001 and Title 43 U.S.C. Section 1212, make it a crime for any person knowingly and willfully to make to any department or agency of the United States any false, fictitious, or fraudulent statements or representations as to any matter within its jurisdiction. (Continued on page 3) (SF -299, page 2) APPLICATION FOR TRANSPORTATION AND UTILITY SYSTEMS AND FACILITIES ON FEDERAL LANDS GENERAL INFORMATION ALASKA NATIONAL INTEREST LANDS This application will be used when applying for a right-of-way, permit, license, lease, or certificate for the use of Federal lands which lie within conservation system units and National Recreation or Conservation Areas as defined in the Alaska National Interest Lands Conservation Act Conservation system units include the National Park System, National Wildlife Refuge System, National Wild and Scenic Rivers System, National Trails System, National Wilderness Preservation System, and National Forest Monuments. Transportation and utility systems and facility uses for which the application may be used are: I. Canals, ditches, flumes, laterals, pipes, pipelines, tunnels, and other systems for the transportation of water. 2. Pipelines and other systems for the transportation ofliquids other than willer, including oil, natural gas, synthetic liquid and gaseous fuels, and any refined product produced therefrom. 3. Pipelines, slurry and emulsion systems, and conveyor belts for transportation of solid materials. 4. Systems for the transmission and distnbution of electric energy. 5. Systems for transmission or reception of radio, television, telephone, telegraph, and other electronic signals, and other means of communications. 6. Improved rights-of-way for snow machines, air cushion vehicles, and all-terrain vehicles. 7. Roads, highways, railroads, tunnels, tramways, airports, landing strips, docks, and other systems of general transportation. This application must be filed simultaneously with each Federal department or agency requiring authorization to establish and operate your proposal. In Alaska, the following agencies will help the applicant file an application and identify the other agencies the applicant should contact and possibly file with: Department of Agriculture Regional Forester, Forest Service (USFS) Federal Office Building, P.O. Box 21628 Juneau, Alaska 99802-1628 Telephone: (907) 586-7847 ( ora "local Forest Service Office) Department of the Interior Bureau of Indian Affairs (BIA) Juneau Area Office 9109 Mendenhall Mall Road, Suite 5, Federal Building Annex Juneau, Alaska 99802 Telephone: (907) 586-7177 Bureau of Land Management (BLM) 222West7th Ave., Box 13 Anchorage, Alaska 99513-7599 Telephone: (907) 271-5477 (ora local BLM. Office) National Park Service (NPS) Alaska Regional Office, 2525 Gambell St., Rm. lf1'7 Anchorage,Alaska 99503-2892 Telephone: (9f1'7) 257-2585 U .S .Fish &Wildlife Service (FWS) Office of the Regional Director l 011 East Tudor Road Anchorage, Alaska 99503 Telephone: (907) 786-3440 Note-Filings with any Interior agency may be filed wi1h any office noted above or with the: Office of the Secretary of the Interior, Regional Environmental Officer, Box 120, 1675 C Street, Anchorage, Alaska 99513. (For supplemental, see page 4) Depanment of Transportation Federal Aviation Administration Alaska Region AAL-4,222 West 7th Ave., Box 14 Anchorage, Alaska 99513-7587 Telephone: (907)271-5285 NOTE -The Departpent of Transportation has established the above central filing pomt for agencies within that De.P_artment Affected agencies are: Federal Aviation Administration (f"AA), Coast Guard (USCG), Federal Highway Administration (FHWA), Federal Railroad Administration (FRA). OTIIER THAN ALASKA NATIONAL lNTERFSI' I.ANDS Use d this fonn is not limited to National Interest Conservation Lands of Alaska Individual departments/agencies may authorize the use of this fonn by applicants for transportation and utility systems and facilities on other Federal lands outside those areas described above. For proposals located outside of Alaska, applications will be filed at the local agency office or at a location specified by the responsible Federal agency. Item SPECIFIC INSTRUCTIONS (Items not listed are self-explanatory) 7 Attach preliminary site and facility construction plans. The responsible agency will provide instructions whenever specific plans are required 8 Generally, the map must show the section(s), townshin(s), and ranges within which the project is to be located. Sliow the proposed location d the project on the map as accurately as possible. Some agencies require detailed smvey maps. The responsible agency will provide additional instructions. 9, ~O, and. 12 -The responsible agency will provide additional instructions. 13 Providing information on alternate routes and modes in as much detail as possible, discussing why certain routes or modes were rejected and why it is necessary to cross Federal lands will assist the ag~(ies) in processing your application and reaching a final decision. Include only reasonable alternate routes and modes as related to current technology and eamomics. 14 The responsible agency will provide instructions. 15 Generally, a simple statement of the purpose of the proposal will be sufficient However, major proposals located m critical or sensitive areas may require a full iinalysis wi1h additional specific information. The responsible agency will provide additional instructions. 16 through 19 • Providing this information in as much detail as possible will assist the Federal agency(ies) in processing the application and reaching a decision. When completing these items, you should use a sound judgment in furnishing relevant information. For example, if the project is not near a stream or other body of water, do not address this subject The responsible agency will provide additional instructions. Application nrust be signed by the applicant or applicant's authorized representative. If additioual space ·is needed to complete any item, please put the information on a separate sheet of paper and identify it as "Continuation of Item". (SF-299,page 3) SUPPLEMENTAL NOTE: The responsible agency(ies) will provide additional instructions OIECK APPROPRIATE BLOCK I -PRNATECORPORATIONS A'ITACHED FILED' a. Articles of Incorporation D D b. Corporation Bylaws D D c. A certification from the State showing the corporation is in good standing and is entitled to operate within the State. D D d. Copy of resolution authorizing filing D D e. The name and address of each shareholder owning 3 percent or more of the shares, together with the number and percentage of any class of voting shares of the entity which such shareholder is authorized to vote and the name and address rL each affiliate of the entity D D together with, in the case of an affiliate controlled by the entity, the number of shares and the percentage of any class of voting stock of that affiliate owned, directly or indirectly, by that entity, and in the case of an affiliate which controls that entity, the number of shares and the percentage of any class of voting stock of that entity owned, directly or indirectly, by the affiliate. ( If application .is f!>r an oil or gas pipeline, descnbe any related right-of-way or temporary use permit applications, and identify D D prev1ous apphcatlons g. If application is for an oil and gas pipeline, identify all Federal lands by agency impacted by proposal. D D II -PUBLIC CORPORATIONS a Copy of law fonning corporation D D b. Proof of organization D D c. Copy of Bylaws D D d. Copy of resolution authorizing filing D D e. If application is for an oil or gas pipeline, provide information required by Item "I-f' and "I-g" above. D D III -PAR1NERSHIP OR OTHER UNINCORPORATED ENTITY a Articles of association, if any D D b. If one partner is authorized to sign, resolution authorizing action is D D c. Name and address of each participant, partner, association, or other D D d. If application is for an oil or gas pipeline, provide information required by Item "1-f' and "1-g" above. D D • If the required information is already filed with the agency processing this application and is current, check block entitled "Filed.• Provide the file identification information (e.g., number, date, code, name). If not on file or current, attach the requested information. (Continued on page 5) (SF-299, page 4) NOTICES NOTE: This applies to the Department of the Interior/Bureau of Land Management (BLM). The Privacy Act of 1974 provides that you be furnished with the following information in connection with the information provided by this application for an authorization. AUTHORITY: 16 U.S.C. 310 and 5 U.S.C. 301. PRINCIPAL PURPOSE: The primary uses of the records are to facilitate the (1) processing of claims or applications; (2) recordation of adjudicative actions; and (3) indexing of documentation in case files supporting administrative actions. ROUTINE USES: BLM and the Department of the Interior (DOI) may disclose your information on this form: (1) to appropriate Federal agencies when concurrence or supporting information is required prior to granting or acquiring a right or interest in lands or resources; (2) to members or the public who have a need for the information that is maintained by BLM for public record; (3) to the U.S. Department of Justice, court, or other adjudicative body when DOI determines the information is necessary and relevant to litigation; (4) to appropriate Federal, State, local, or foreign agencies responsible for investigating, prosecuting violation, enforcing, or implementing this statute, regulation, or order; and ( 5) to a congressional office when you request the assistance of the Member of Congress in writing. EFFECT OF NOT PROVIDING THE INFORMATION: Disclosing this information is necessary to receive or maintain a benefit Not disclosing it may result in rejecting the application. The Paperwork Reduction Act of 1995 requires us to inform you that: The Federal agencies collect this information from applicants requesting right-of-way, permit, license, lease, or certifications for the use of Federal Lands. Federal agencies use this information to evaluate your proposal. No Federal agency may request or sponsor and you are not required to respond to a request for information which does not contain a currently valid OMB Control Number. BURDEN HOURS STATEMENT: The public burden for this form is estimated at 25 hours per response including the time for reviewing instructions, gathering and maintaining data, and completing and reviewing the form. Direct comments regarding the burden estimate or any other aspect of this form to: U.S. Department of the Interior, Bureau of Land Management (1004-0189), Bureau Information Collection Clearance Officer (W0-630) 1849 C Street, N.W., Mail Stop 401 LS, Washington, D.C. 20240. A reproducible copy of this form may be obtained from the Bureau of Land Management, Land and Realty Group, 1620 L Street, N.W., Rm. 1000 LS, Washington, D.C. 20036. (SF -299, page 5) “EXHIBIT A” CONSTRUCTION, OPERATION AND MAINTENANCE PLAN PROPOSED CONN CREEK TO LOGAN WASH 16” PIPELINE ENTERPRISE GAS PROCESSING, LLC applies for a natural gas pipeline right-of-way under Section 28 of the Mineral Leasing Act of 1920, as amended (30 U.S.C. 185). I. PROJECT DESCRIPTION A. This is a proposed pipeline that will connect Oxy’s Natural Gas Plant to an existing 24” Natural Gas Pipeline. B. A 16” pipeline and related facilities (including valves, metering equipment and dehydrator). C. The proposed pipeline will connect the Oxy Natural Gas Processing Plant and compressor to an existing pipeline located in the NE/4, Sec. 31, T7S, R97W. The pipeline route will cross approximately 17,333.50‘ of BLM land and approximately 16,024.40‘ of Private land in, Garfield County, Colorado. A map with the proposed route of the pipeline highlighted is attached. A right-of-way is requested for an area approximately 17,333.50‘ in length with a 50‘ Permanent Right Of Way and an additional 25’ Temporary use area to total a 75’ construction width. There will be 20 acres of BLM land used for the permanent right of way and an additional 11.3 Acres used for the temporary use area. Additional TUA areas in addition to the 25’ construction TUA will be shown on the map. There will be an off site staging area utilized for this project as to not add any additional disturbance. D. The pipeline will be in operation year-round. E. The volume of the natural gas is not known at this time. F. Construction will begin upon completion of the well and upon BLM authorization. G. PRE-CONSTRUCTION A. The pipeline will run south paralleling the existing Trans Colorado Pipeline from the OXY plant in Section 30 T7S, R97W and will continue South into Section 5, T7S, R97W, through section 8, T7S, R97W and into section 17, T7S, R97W. From there it will turn to the East and continue South West into section 19,T7S, R97W continuing into Section 30, T7S, R97W then into Section 31, T7S, R97W where it will tie into the EnCana Great Divide 24” Pipeline. ENTERPRISE GAS PROCESSING, LLC shall comply with all applicable federal, state and local laws and regulations as they relate to public health, safety and environmental protection in the construction, operation, and maintenance of this facility. No toxic substances will be stored or used on the right-of-way. B. All safety measures have been considered in the design, construction, operation and maintenance of the facility. ENTERPRISE GAS PROCESSING, LLC will have inspectors present during construction. Any accidents to persons or property on federal lands will immediately be reported to the authorized officer. C. An archaeologist was contracted to complete a cultural resource inventory for the proposed route. The report has been submitted to the Grand Junction BLM Field Office. If any cultural remains, monument sites, objects or antiquities subject to the Antiques Act of June 8, 1906, or Archaeological Resources Protection Act of 1979, are discovered, the activities shall cease immediately and the responsible authorized officer shall be notified. 1 If any fossils are discovered during construction, the operator shall cease construction immediately and notify the authorized BLM officer so as to determine the significance of the discovery. D. Environmental Effects. 1. Air Quality. Because of the minimal scope of the project and the short duration of construction activities, no adverse impacts to air quality are expected. 2. Visual Impact. Aboveground structures shall be painted to blend with the surrounding landscape. Visual quality objectives for this land management unit shall not be adversely impacted. 3. Water Quality. The proposed facility does not cross any perennial streams that are located on federal lands, and should not affect surface or ground water quality and quantity. 4. Noise. Noise from the construction activities will create a temporary disruption of ambient conditions; however, any disruption should be of relatively short duration. 5. Aesthetics. The construction of the proposed facility will not have any significant impact on the surrounding environment. Any actual construction impacts will be temporary. H. CONSTRUCTION A. Trenches for the pipeline will be 4-5’ deep, except at road crossings where the depth will be 6’. The width of the trench will be 16” if a trencher is used or 24” if a backhoe is used for digging. The type of equipment used will be determined at the time of construction. Every effort will be made to notify the BLM of the equipment used before construction begins. All working area will be confined to the access road and borrow ditch. No more trench that can be successfully back filled and compacted in a ten-day period will be opened at any time and soft plugs will be placed ever ¼ mile and when stringing pipe one joint of pipe will be set back every ¼ mile. ENTERPRISE GAS PROCESSING, LLC will install shoefly at all road crossings for traffic control. B. Notification. Your office will be notified at least 72 hours prior to the start of construction and 72 hours prior to surface reclamation work. C. Saturated Surfaces. All construction and maintenance activities shall cease when soils or road surfaces on federal lands become saturated to the extent that construction equipment is unable to stay within the right-of-way and/or when activities cause irreparable harm to roads, soils or live flowing streams. No frozen soils will be used for construction purposes or trench back filling. D. Frozen Ground. ENTERPRISE GAS PROCESSING, LLC will use the six step frozen ground procedure during frozen ground conditions. E. A minimal amount of vegetation will be cleared from the requested right-of-way. The top minimum 6 inches of topsoil will be removed and conserved during excavation and reused as cover on the disturbed areas to facilitate re-growth of vegetation. Trenching will be done using either a backhoe or trencher. Sideboom tractors will be used to place the pipeline in the trench after the pipe has been welded and coated. After the pipeline is in place, the soils from the trench will be returned and compacted to prevent subsidence. Compaction of the trench will be done after approximately 2’ of fill and again after leveling the surface. F. The pipeline will be tested prior to being placed in service. One of the three following practices will be used on this project: 1). Clearwater Hydro test- Clean water will be trucked in from a licensed supplier, used to test the pipe and discharged at o point designated on the map. 2). Nitrogen test- The pipeline will be pressurized with nitrogen then released. 2 3). Methanol Water test- If the pipeline is constructed in winter conditions, methanol water may be used to prevent freezing. The pipe will be pressurized with the methanol water, then the water will be captured in tanks and trucked off-site and disposed of in a legal manner. G. All construction equipment and vehicles shall be confined to using existing roads, two-tracks and the right-of-way. I. POST CONSTRUCTION A. Disturbed areas. All disturbed areas will be final graded to as close as possible to its original condition. B. Erosion. Erosion control structures such as water bars or “kicker dikes” will be constructed on all disturbed slopes. General guidelines for installation of water bars are: less than 5% grade normally none; 5% to 15% grade, approximately 200 ft. intervals; 15% to 25% grade, approximately 100 ft. intervals; 25% or greater grade, approximately 50 ft. intervals. A certain degree of latitude is allowed in the water bar interval spacing. Erosive soils may require a closer spacing, whereas the spacing may be greater on less erosive soils or rock. A conservative (close) interval spacing is the general recommendation. A channel grade of 2% is recommended from the waterbreak to the natural ground elevation. The waterbars should be constructed so they follow the horizontal contour and divert downhill runoff into nearby vegetation. C. Drainage’s. Any drainage encountered during construction will be cleared of dirt and debris and backsloped as near as possible to their original condition to allow for continuance of the previous flow pattern. The wing ditches will be reopened below culverts after the trench is refilled. D. Painting. All aboveground facilities will be painted with the BLM required color as to blend in with the surrounding area. E. Pipeline markers will be installed within line of sight only without voiding safety issues. F. All tin horns and portable drip catchers, if used, will be covered and barricades will be installed around all above ground facilities. G. Seeding. ENTERPRISE GAS PROCESSING, LLC will seed all disturbed areas with the following BLM seed mixture: Grasses To be determined by the Grand Junction BLM Field Office. Forbes To be determined by the Grand Junction BLM Field Office. Shrubs To be determined by the Grand Junction BLM Field Office. The seedbed will be prepared by disking or ripping following the natural contour of the land. Drill seed will be contoured at a depth no greater than ½ inch. In the areas that cannot be drilled, the seed will be broadcast at double the above seeding rate and harrowed in the soil. Certified seed will be used. Seeding will occur during spring or late fall seasons when ground frost is not present. J. SPECIAL CONSIDERATIONS A. Waste Disposal. All waste caused by construction activities will be removed and disposed of in an authorized area or approved landfill. 3 4 B. Pesticide Use. ENTERPRISE GAS PROCESSING, LLC will comply with the applicable federal and state laws and regulations concerning the use of pesticides. The authorized officer shall approve any use of pesticides, in advance. C. ENTERPRISE GAS PROCESSING, LLC shall be responsible, to every extent possible, to control noxious weeds within the right-of-way. K. ABANDONMENT A. Prior to abandoning the facilities, ENTERPRISE GAS PROCESSING, LLC will submit a Plan of Abandonment to the authorized officer for approval. .. L II -11 11 -11 • ,.....,.~~oo• 'I 'I , ' I SEE owe 125111-11100-DD1 I' I I I I • • • 111 'I' • • • • ' ' 11 I I _J_ 11 11 ' I x I i'! 17' c• I I I I .$ • • j 1q 9'-3" 11 1 ,,. 10' • • • .----ij' ' ~ r.10" RECEMR. SEE PIPING DRAWING 12518-1700-DCl ni~$f ~1 i1 i~i ·----. • " '' 11, ~~ ~ "' ~Pl ~'ii . ~ §! i!l1ll ~111 ~ lo :ol I . I I ~ • ~ .. "' I io -1 I ~I I <:> I I I I -=~-------=.---d 1 l--_!~-I 1 I --------:11 -=---1 1r=-.=::-=--=- ' ~ "·~ '' 11 ~ _ t 10" RECC\fJ!_ BARREL ·SEE ENl.ARIED PLAN DETNL "1 • llilS DRA'lllNC _... ~I I .. ===;;_~~=--------~ fY ~ I :.:;.~.:.:.~--14----11: ~ ------------------===----::.-=------\ SEE ENLNICED P1M !EDI. 111 I 1 1 -------------"'t' llllS llliAlllNG I I I I -----I I ~ Iii I!! ~ • i 'I )" I I x I Pl 11 G j I ' - . . 'I' 1 1 1 ":;I I I I 'I' I I . ' ' ' ' ''' . • 11 11 II' t 1JJ'-ll" ,. "' FlllSHED GRADE ~ .... ~ 6) ~ ·----------- "c:: I -----11 ' ~· SQ. x1' lHK. CONC. REST BLOCK SECTION fA'.. 5C.OU: ~/8"•1 '--0" \Y • , Id 1,1 I ! l . . 111 11 I I • ' ' 'I' I ii • !! !! 111 _:J~ ·1 111 111 11 11 •1 '' 1 1 I I I I • I 11 ii ~--x PLAN SCAI£ 1/B"-1'--0" 10" REa:IVER FABRICATION MAlERIALS SEE DRA~C 125111-1700-001 "i' .. TIE-IN APING MA 1ERIALS SHOWN l»I llilS DRA'lllNG ''"±~­-t. ~~ --4 DET Al_~ - -CD " ~ ~ ' 'lJo ~1 :.f=--J:+bi 2· m-=rn I I I i ~1116· ~ ~-------------------------­ -)L--~--~--~-- L , I < ~· SQ. "1' IBK. !XlNC. REST BLOCI« SECTION {e\ SCAI£ 3/B"-1 ·--0· \::_,/ I l! I 116" I I I I APRIL .... ;!, ISSUED PS BUILT OB '1fXR FcraRumar Ccrporatlon l~M NO. I Ille I 2 ~ \()" ~ IF" .,.. iiii \\ IV 1if y 1 13 !oT " ~r - " , ,..~ " 1112" 17 ""' -I-" ,. ,. .. z ,. 1----.,. :.! QTY ''"' '"' lF •LLDP MATDIAI. DHCRIPTIOH RP(. cs SMlS 501 <icooerw T) API ~ X!M, BOE OARE ~Pl. cs SMLS.->ttWA.i.rfJfitifYffT ~~>iMOOt:-Wrl..t.16t.ti:SnJl ~~cs-SI.is SOi a.i~~~~WrTI~~CiR --~-~ R PE.CS SMl.$~WA-llJISOO")A1D6'A5.'JGR B.B8E !TEE.RED 9tJ CS !OGrWT).11;CO!iOO"WT_1 MSSSP·75 WPttV~ w·PIOGIHG8'RS ,Eu. ~O. IA. 8W CS to600' WT I MSSSP·1S. NA«S2 LA BW CS 10 2Uf w T Ahi WP8 I I F=~I ! I I WEii BCK 11W1S. fll'E 1ll w.TCll UNE ~------H--l PE PER ..tSNE Bll.a I I I I I I I I I~ 1'-6 1/r 0 ~! --4 ~ ~ _J i! I> I '!'! 1 v· W'UlBCR ~_J PIPE PER ~~J,;1P£ 10 MAll:ll UNE t=>..- ~~!~IL ...• 0 GENERAL NOTES REFERENCE DRAWINGS ENGINEERING RECORD llWG.NO. DESCRPTION filllES&. 12618-11'D6<l01J1D"ANSl800RECElllERPIPINGl'l.AN SURllEYED: .....,~,..,-~,. I SECTION: 31 1. BlJND fl.AllGE INSTAUED Oii le" FWIGE. TO BE llEMOYCD FOil INSTAL.l.ATION ~ FUT\AIE le" ~CEI~ 2. STD WT (C.3115") WEUl NEO< ON FUNCE llELDED TO l(H (0.500") PIPE. PRCFER TAPER BORE OF llH PIPE IN ACCORDANCE Yorn~ ASME 831.e 11.2(2) AND FlCURE 15(8) IS ASSIMED TO HAVE BEEN MAil£. II.ff HAS NOT BEIN ~Ell. 121118-18'lG<l01 OXV10'CDNNCREEKTOLOBAN'SWABHPIPLINEALICINMENT ~UH ==A~=~~ O'J<:Y 10· CONN CREEK APPROVE!l: UNE.'AREA: TO LOGAN WASH 10" PIPELINE REVISIONS RECEIVER & TIE-IN SITE PIPING PLAN, DETAILS NO.I DEBCIUP'TIDN DATE/ BY 0 I lssu:D FOR CONSTRUC11DN 11121/lleMIH :: AS NOTED I DRAWINO NUMBER 81-EET No. 1251~70(>.102 1 I lssu:D AS BUILT CADFIL.E: 12li1a.1l'00-102.dwg Po11Ru•••• --=---............. =mi= NOTES: 1. .. $ .. z J 12622-1700!-002 '--""" 7'-o· 5'-o" 2·-0· 3 1/4" 18'-1 3/4" 3'-o" 1'-6" ls-o· ~I,_ ~ .... I 4'-10" ,,; ~; ~ i.J 2'-6" I FROM 10" EPCO OXY 10" LAUNCHER. FOR CONTINUATION SEE DWG 12622-1700-010 ch_ 12622-170()-()()2 '--""" ..... .... .' -1 ' ' :::! ~ -~ ~Hl I~ __ ---12'"x6'" n -~-=~>. -~f~;~ED.u ·, __ --L ____ l-""H (rso) 17'-8" · 1 "' "' ... : ~c______j --€8 I ~I 12622-1700-100 T r ~13~ "' -l.J..-411 3/4" I~ 1'-9" 1'-9" 3'-8" r,...:-;-1/4" 1·-0· 6'-2 1/2" Y-3 1/4" I 2'-1 1/4' 12'-2" 6'-0" 1·-0· 2'-7 9/16" 9'-5 3/4" 25'-5" PLAN SCALE: 3/8"-1'-0" !l; . ~I ~, l ill~- b _T _...,.....-12"x6" ~ ECC. RED. (FSD) f------ 1'-10 3/4" 4'-1 3/4" 2o'"x12· ECC. RED. (FSD) hf to ~ .... 0 J ~C10SURE QUICK OPENING _J 20" ANSI 600 -€~ ~ PERMITIING REVIEW APRIL 20 2009 ForeRunner Corporation RITTREHCE DRA'MNGS RE~SIONS ENGINEERING RECORD "'' -................. , "' I • I r..ituitn.,. em,. ftf.r ct.tt. It II• 1111'1. ...,, I I I ----I -----I -----DRAVltl C.ESCH 1/26/200" ::i::i;:.:,~-::.:m~.~ I I I ----I ----I ----QiECl<ED ::i~~-= :1~ e-'wJ" :;:- I I I ---I ----I ----a.JENT =~c!-: .. t.. ENTEfllRI~ PRo.E'CT MGMT. t: u• lie 11ri.ir a-,_,. "'I' dltmMmll '° l===========================t EPCO, INC. PRCCESS r.nAu1'n1tr c.,. •I~ *'l MECllANICAL LOGAN WASH 16" PIPELINE 12622-1701)--010 LOGAN WASH cs· LAUNCH£R/METIR SITE PIPING ~ Fo11Ru111111 PIPING PLAN "' ~ g I 8 .... I "' ~ ~ .g_ §. !J. Ji • ~ ~ .E ~ >-x 0 < I "' ~ "' ;:;; 0 u a_ '.!!-n ~ -:; t ~ Iii a. .E ~ c5 :::>: a_ "' 0 ,;; "' 0 0 ~ $ ~ 0 (I) ~ ::J 0 .; ~ 12622-1801)--~ ALIGNMENT SHEET P2 ISSIJE FOR PERMITllNG SlRUCTllRAL -cm ...... A. '.. 16" PIG LAUNCHER 12622-1701l--100 8.IRRED PIGGING TEI: -1'11' DETAILS Pl ISSUE FOR RE'v1EW ELEClRCCAL =--=--...., -"' "" , .,.... ""'11o. - DWG. NO. Tin.E REV. DESCfilPTION 1 a: C -AS NOml 12622-A GARF1ELO CO., 00 12822-1700-001 nl~ a_ ~ ;!, NOTES: SECTION RNISHED GRADE ANCHOR FLANGE AND CONCRETE BLOCK FOR DETAILS SEE DWG 12622-1400-101 SP fC'I 6" AN~ 600 QUICK OPENING OJICLOSURE SCIU; 3/8"•1'-(f 12~001 I. CONTRACTOR TO TAPER BORE PIPE END TO 0.468" W.T. MAXIMUM, O.J75" MINIMUM TO WELD TC O.J75"W.T. LINE PIPE. TAPER BORE SHALL BE IN ACCORDANCE 'MTH ASME BJ1 .8, APPENDIX I, PARAGRAPH 11.2(B)(2) AND SKETCH(B) OF FIGURE IS. ~ 'f 16" PIPE SUPPORT W/CLAMP FOR DETAIL SEE DWG 12622-14-00-101 (TYP) SECTION ffi SCALE' 3/8"=1'-0" 1282~001 J1'-4 3/4" RNISHED GRADE ,._~ SECTION • SCIU; 3/8"•1'-0" 126&-1 OOI 2" ANSI 600 QUICK OPENING 02ICL.OSIJRE ----------+-----t-- RNISHED GRADE --....... - 20"•16" ECC. Rm. (FSD) 2" ANSI 60D WCK OPENING 02 I CUJ51JRE ~ -e---1111111111~ I 20" PIPE SUPPORT W/CLAMP FOR DETAIL SEE DWG 12622-1400-101 (TYP) f_ FlNISllED GRADE _] ·-~ !~C~~~~-o· 128(-~o[>Coo1 PERMITIING REVIEW APRIL 20 2009 ForeRunner Corporation REFERENCE llRA\lllNGS RE\>1SIONS ENGINEERING REC(R) --............ ...,..., .. I • I ~c.i,t.n/•d.-,Llth11...t'9- -------------DRAl'IN C.ESOi 1/2'W/2fm :::=:-;.~";..~~,,_,~~111~~ --------------ct1Ea<ED =-~~:r:...tt.t.':"="..;::;:- ------------CUE>IT ~~~J:.i--~:t~:'1.:: EN1ERPfE: _ _ _ PRO.ECT MQIT. C'"'--: C:.,.~u~;r~·.:.i~orlald!:'t. • l===========================t EPCO, INC. PROCESS F...._, e.rp. nfw aO•il. MECHANICAL LOGAN WASH 11· PIPELINE 12622-1400-101 ANCHOR FLANGE & BLOCK DETAILS PIPING ~ FORIRUNNIR 1&· LAUNCHER 12622-1700-001 PIPING PILAN P2 ISSUED FOR PERMITllNG STRUCTURAL "'Cll ". . . . . . . . . . PIPING ELEVATIONS "' ~ 0 I 0 .... I g; ;::; ~ :e. .. 0 .... ~ :::i ~ ~ f! E ~ ~ 5 "1 i cii~ °' 2 .5 9-~~ c.., ,.-0. I .. 8.~ "'o "'"' 0 0 ~ ~:S -D ~6 ... " .. < .!! I D 0) CO> uio::i ~;:;-~~ "'.;)- "~ ..,.!! 12622-1400-101 PIPE SUPPORT DETAILS Pl ISSUED FOR REVIEW W:CTRICAf. :::.-:::.--"'"' ...,,._ cm "'"" ""'"' ll'I REV. DESCRIPTION --AS N01ED 12622-A GARFIELD CO., CO 12822-1700.002 DWG. NO. llllE ll~ P2lU a: e N FRO~ LOGANW.1511 16" ml CONTINUATION SEE OWG. 12622-1800-001 L 12622-1700-00.5 ....__,, NOTES: 1. J 1/4. t-o· s·-o· 2'-rf 42'-11 1/8" 31'-4 3/4" J'-o" 25'-IO J/4• "' 0: 2·-s· 8 ~ ~I ~ 1£1 ..., I 1'-s· 4'-10" r . ~ fu.._2 -~ ei!! I 12622-1700-005 ~: g_________J ....__,, 7 ,., ~ -! ..., ! 'b ;.\ 6'-11 3/4. 17'-B" (FSD) ECC. REO. 20•x15• 3'-8" ~I 1'-o· 4'-3" TO EXISTING 16" Fl.ANCE AT EPCO ID" OXY REC~l'ER REF. O'M:. 12622-1700-102 s·-2 112· I J'-3 114· I I I 11-2· 6·-o· I 4·-1 3/4" 11 4 114• 2·-1 1;4· 1'-o· 2'-7 9/16" 9'-5 3/4" 25'-5" PLAN SCALE: J/8" • 1'-o· REf'tRENCE DRA'MNGS REVISIONS EJ,jGJNEIRlNG RECDRD 1t1r. "°"".m 1• 1M ......,. P~ ~ • f'er*nnw c.,. Wtl/lf' dl9ftt. It ti. not ...., ----------DRAVltl C.ESCH 2/2/2009 :."':i:c;!!,~'::.!..t~':: -------------CHECKED CH 2/13/09 =-~-= :.~ e-'-:" ::::- ~ I "' 20" ANSI 600 11.JICK OPENING 01 ICl.OSURE ~ ;J: PERMITIING REVIEW APRIL 20 2009 ForeRunner Corporation EPCO, INC. ----------CLIENT ~!~=:c!!-:a....._ • ENTERPRI~ • 12.622-1700-100 BARRED PIGGING 1EE -TYP DETAILS -------------PROJELT MGMT. t: 11• 1119 11""'".., ml)'"'' Mtnrial to • PROCESS F'enA!nnw c.p ... 1/tr 1111nt. 12622-140()-102 ~NCHlli Fl.ANGE t 11.0CK DETAIL -----------MECllANIGAL LOGAN WASH 16'" PIPELINE 12622-1100-102 $In: PLAIN -Pl'EIJNE nE-IN -----------Pl'INo It\ Fo11Ru111111 PIPING PLAN 12622 1600--0111 ~LI<:NWENT DRAlllNG P2 ISSJE FOR PERMITIING IGO ___,.-;:;;, '"' ;.;.:;----SlRUCTURAL ~ •••••• A • • • • 16" PIG RECEIVER . .,, ~ ;:;:; ~ :;;; .... .Q. ~ .... ! ~ ~ < ~ ~ 6 ~ ~ l u; .. .... ~ il' "' ,>; g ~ $ .!! .g ~ ~ d ~ 1251&-1700-102 10· RECEIVER "'TIE-IN sm: Pl'ING PIAN Pl ISSUE FOR RE'<lE\11 ID'E ~ '"''""~ ---ELEClRIGAL :.":::.--""" i-.. larr"""" '"'" i-... -. OWG. NO. TITLE REV. OE5rn!PTION BY ___.-;;:,,, CHK "'" AIPPR "'" It C --AS NOTED 12622-A GARFlELO CO.. CO 12822-1700-004 P21~ "' ;. I ;., ~ FlNISHED GRADE FlNISllED GRADE NOTES: 'o _I ... ~ -+-----+-------11-----+------'------'--- NOlI: 1 ;., FlNISllED GRADE SECTION 6" ANSI 6DOI QUICI< OPENING S/P Q.OSIJRE OJ FINISHED GRADE --~-'llJP" (c\ SCAlE 3/8" • 1'-0" 12622~-004 1. CONTRACTOR TO TAPER BORE PIPE END TO 0.458" W.T. MAXIMUM, 0.375" MINIMUM TO WELD TO D.375"W.L LINE PIPE. TAPER BORE SHALL BE IN ACCORDANCE 'MTH ASME 831.8, APPENDIX I, PARAGRAPH 11.2(8)(2) AND SKETCH(8) OF FIGURE 15. /1 2" ANSI 600 SP llUCI< OPElllNG 02 CLOSURE SECTION {A\ SCAlE 3/6" • 1'-D" 126~-004 I 16" PIPE SUPPORT w/CLAMP FOR PIPE SUPPORT DETAILS SEE DWG. 12622-1400-102 2" ANSI 600 20" PIPE SUPPORT w/CLAMP FOR PIPE SUPPORT DETAILS SEE DWG. 12622-1400-102 ANISHED GRADE I I FlNISllED GRADE : = -·-• ._.. I __...._..,..,,....,.~ SECTION ffi SCIJ£ 3/11"=1'-o" 12822~004 \a ANISllED GRADE _l SECTION (i\ SCALE: l/8" = 1'-0" 126~004 CCJNCRElI: SUMP FOR DETAILS SEE DWG. 12622-1400-102 SP ,., QUICK OPENING D21WlSIJRE REFtRENCI: DRA.'MNCS RE\llSIONS ENQNEIRJNG R£CORD '™' ""-"'"t " ;n, ......,. """""1 elf • rcnllm .. ~ ~dint. It. II• nD't •- -----------DRAM! C.ESCH 2/3/2JJ09 ::!t=~~--!.t~.-: --------------QiEa<ED ::1:: ... ~ =It~ 1:::: :::- PERMITIING REVIEW APRIL 20 2009 ForeRunner Corporation EPCO, INC. -----------CLIENT ~:..=..~ :" Jtt! ENTEfllR~ ------------PRO.ECT MGMT. cm-~•:!.."':; ~.=Jr:t. • • PROCESS f'lnAlm .. ewp. IN/a o11nt. ----------MECHANICAL LOGAN WASH 16"" PIPELINE 12822-1400-102 CONCRETE SUMP DETAILS ----------PIPING ml\ FORIRUlllllR 16"' RECEIVER 12622-1400-102 ANCHrn FL'INGI: a: BLOCK DETAILS P2 LSSUE F<lff PERMITIING 100 --o?n,., --------STRUCTURAL ~ • •" • • "" •' •" PIPING ELEVATIONS . 12622-1400-102 PIPE SUPPORT DETAILS Pl JSSUE FOR RE'v1EW ICFE ~ '-· ------ELECTRICAL ~-==--._ ICM! i-"' lan70iiNn; 5l'#llE 1.,."' I "' 1 REV. DESCRIPTION BY ___.-;;",~ CHK n•~ APPR n•~ I a: C --AS NOTED 12622-A GARFlELO 00., 00 12622·1700-005 P2 DWG. ~O. TITI£ ---------..._. I '...J I I I 8NOIE ULTIWICNC UNDll!CllCNAI. GASRDW- ! "' ---------FCRMEIBUNG .... 9LPl'IJRTDETAIUI Sej; DW0. 12li11M~OI -------------~~, PPINCllYCllCY I I 1 I I l I l I I l I I l I I l I0'-11' OXYSITE ; 1 , 1 I I I !I' ;; 11'-4M' -i~ ~ \ 141'-8' \ \ \ 1 \ • • ~ \ ,, ,, ,, ,, ,, ,, ' ,, ,, \\ r--1 ' ' LOGAN WASH 16" PIPELINE LAUNCHER I METER SITE l \ \ \ \ \ I I I I I I I I I 1 1 I l I I I I I I I I I 1 l'-U• 1 I I I t I I I I I ·~ I' I I I I I I I I I I I I I I I I I t I 1, BlllOfMAT!lllAL i!WJIO...SJZE 0.ll'....J)ESQllP]O.N. Sp((;. 10"' 2 FLANGE. ANSI 600, RF, BUNO, FS, ASTMA•lOS, 816.S OCB icr 2 GA.st:ET, 1/ff'THKANSl600,SPIAALWOUNO, NON·ASBESTOSFlu.ER,.816.20, ~lEXITAUICTYPECG OCB 11/4x8l/4 32 STUD,ASTMA·l93,GR.87,W/(2)HEXHONIJTS,ASTMA·l94,GR.2.H OCB LOQNl WMH tr PIP£1JIE llEE-Nfll!Nl'lll£ET.12m-1- _-:---~CHANJNka&CUNIV F9a --- ~I 1'-2 3/4" 6'-o 1s/1s• ------------- GRADE ec.<llE 112°"1'-8' 1'-2 3/4" r .~-- •,.._ _I I ----------"' "~: I I rt---+---X / n-i 4'WICE l IWl GA1E J '11 DDUllE / SIMNCIGATE DETAIL CD (LOOKllJG tJORlH) .,. ... "" ....... ........ ,,...._ •. •.. • .... 41 • •• :' •• ··-!'· • ;a-.... .. ". GENERAL NOTES ~ . . ~ ~ . ........ . . ... . . .. ........ .. ..,. •A •' 1. COIJTRACTOR SHALL FIELD "°RIFY ALL DIMENSIOHS PRIOR TO FABRICATION. 1 / • ··---- ·, .. .... ... .. "' ... · .. : .. ·• .. .. . . . . . . ... . ... . ...... . . . ... CCNN CAEEKFll (ORAVB.I •• ... . . .... .. . .. .. .. ·(J. ·~· • :~ :· -~ .. ,. . :.. .; .. ··-·~ ' /-........... / -, . . .,,. . , ....... . ~.. . .~ . . "'/~. ~ .. ~ .:. ./ . .. . ..... . . ... .. .... 4 ....... ,.,,,/ 11· ..... • • .. ~·· •• . . . . ....... /. ... ~·. . .. .. · .. : • JI . . . ~ ., REFERENCE DRAWINGS DWG. NO.I DESCRIPTION 1211ZM71l04011 18"LAIJNCHERPIPINCPLAN l121ZZ-1'°°"°°41 19" LOONl WAat ~ AUCINMENT 8HEEI" llBO DWOll I 19" IAUNCIER l128ZZo1'00.101I LAUICHER PIPE SUPPORrB Pl.AN & DETAIL& ISSUED PERMITIING APRIL ~ 2009 ForeRunner COrpomt;on ENGINEERING RECORD PROJ. ID fl :1~ SURVE'VED: DRA .... tJ: NllH CHECKED: EPCO, INC. APPROVED: LOGAN WASH 18" PIPELINE LAUNCHER I METER SITE tJO.I DESCRIPTION I DA TE I BY P1 I IBllUB>FDRREVIEW I -NBH I I I P2 I IBllUB>FDRREVIEW I Cll'IMlllNBH I SCALE: ,,. .. ,.4' I DRA'MtJG tJUMBER REV. I'll IBllUB>FDRPERlllmNCI 114121l111111CO SHEET tJo. 12'U-1~0 PS §~~~~t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~=======t====~-.......... . CAO FILE: JalZl-171ll!-!JjJ),, FORIRUHIR iirm-- GENERAL NOTES NQia LOGANWASH W PIPEl.JIJE SEE AUGl'lMErff SHEET 12622-1B00-001 ll ANCHOR FLArl<E AIJO BLOCK /.__., _ _._., SEE OWG 12622-1401>-102 ':....J :., ' "' ~ ICL ' . . . . . •-+-•1 • • .. • ITTl l: I ! l_J__. l ¥1r1 ~ ! i I ! I I I I I I I I I .. b ~ • I I LAN DETAIL ·1· SEE ENLARGED p lHIS DRAllllJG •SO "1' lHK. ccrr~. REST BLOCK ---==-~ f"".~~==l=ii::t:1r=-':...~-.:::-~~.:=.~-::::;6.:E:ll.ER~~~~PEL~E ~ 24• GREAT 01 SEE 01E2T5Aj~ 1~/xJ-102 O'll'G. • .. • ) .... ~~-~· t .. L 2G2'-0" J"' . . . . . . . . ·~· CHAINUHK SEQJRITY FEf>JCE PLAN SCALE 1/8°•1 '-0" BI LL OF MATRIAL ITEM NO. SIZE QTY DESCRIPTION 1 16'' !EA ElL, 90 o .. LR, aw. cs, »i (0.500" W. T.) MSS SP·75, WPHYS2 2 10· 2EA RANGE. BLHD. ANS I 600 . RF. A I OS. 816.5 3 16" 2EA FLANGE. ANSI 600, RF.~ BORE. A694 FS2. M SS SP-44 4 1 1/4 " 32EA BOLT.STUD 1 1/4" x & 112'" ASTM A 193GR. 87Wf21-'iEXNUTS ASTM A19"1 GR2H 5 1 1/Z' 20EA SOLT.Si\JO 11/Z' x 10" ASlM A 193 GR 8 7 W/2HEXNU lSASTM A 194 GR 2H 6 10" 2EA GASKET, ANSI 600. SPIAAl WOUND. TYPE CG, 30455, 8 16.20. NON-ASS •• 1/8"' lHK 7 16" !EA GASKET, ANSI 600, SPIRAi. WOUND, TYPE CG, 304SS, 8 16.20, NON·ASB , 118" lHK ---~1 -~ L -~~·~ .. ~~ ~ ISSUED PERMITTING APRIL 20 2009 ForeRunner COrporation ~-__ 7-I a- (J 7 F=r ~ ~~!~~-·· -CD SPEC DCB DCB DCB DCB DCB DCB DCB REFERENCE DRAWINGS ENGINEERING RECORD IMO.NO. DEllCRPl'ICN 1Jll2Z.170CJ.004i 141" RECEIVER PIPINO Pl.AH 1-1800-0011141" LOQANSWA8HALIQNMEN19EET 180 1141" RECEIVER 1Jllll22.1-1Cl:ll PPE SUPPORI' Pl.ANS & DETALS 1.2ll1t-170G-1C1211<1" BITE AIMIUILT PRDJ. ID•: 1JlllD.\ 111.ftVEVED: DRNMl:NBH QIECICBI: APPRCllED: P-.ct'ENOINEER: AEI' SECTION: 31 ~HIP:78 RANCE:WW OOUNTYl8TAre GAAl'la.DICO. LINE/AREA: REVISIONS LOGAN WASH 1e• PIPELINE RECEIVER & TIE-IN SITE NO.I DEllCRPTION I DlllE/ BY I PIPING PLAN DETAILS P1 ·-FUR REVIEW 1113IUlllNBH I I I I P2 l18BUEDFURPERMITTINO I -00 IBCAIE: MNO'IED IDRAWtlONIMBERI ~. 8HEEl'No. 12822-t'lllM02 P2 CADFILE: 1-..i'IOD-102~ r----r----------------1--+-------------l-----l-.. FORIRU••IR --::.--1 ........... ~ GENERAL NOTES NQia LOGANWASH W PIPEl.JIJE SEE AUGl'lMErff SHEET 12622-1B00-001 ll ANCHOR FLArl<E AIJO BLOCK /.__., _ _._., SEE OWG 12622-1401>-102 ':....J :., ' "' ~ ICL ' . . . . . •-+-•1 • • .. • ITTl l: I ! l_J__. l ¥1r1 ~ ! i I ! I I I I I I I I I .. b ~ • I I LAN DETAIL ·1· SEE ENLARGED p lHIS DRAllllJG •SO "1' lHK. ccrr~. REST BLOCK ---==-~ f"".~~==l=ii::t:1r=-':...~-.:::-~~.:=.~-::::;6.:E:ll.ER~~~~PEL~E ~ 24• GREAT 01 SEE 01E2T5Aj~ 1~/xJ-102 O'll'G. • .. • ) .... ~~-~· t .. L 2G2'-0" J"' . . . . . . . . ·~· CHAINUHK SEQJRITY FEf>JCE PLAN SCALE 1/8°•1 '-0" BI LL OF MATRIAL ITEM NO. SIZE QTY DESCRIPTION 1 16'' !EA ElL, 90 o .. LR, aw. cs, »i (0.500" W. T.) MSS SP·75, WPHYS2 2 10· 2EA RANGE. BLHD. ANS I 600 . RF. A I OS. 816.5 3 16" 2EA FLANGE. ANSI 600, RF.~ BORE. A694 FS2. M SS SP-44 4 1 1/4 " 32EA BOLT.STUD 1 1/4" x & 112'" ASTM A 193GR. 87Wf21-'iEXNUTS ASTM A19"1 GR2H 5 1 1/Z' 20EA SOLT.Si\JO 11/Z' x 10" ASlM A 193 GR 8 7 W/2HEXNU lSASTM A 194 GR 2H 6 10" 2EA GASKET, ANSI 600. SPIAAl WOUND. TYPE CG, 30455, 8 16.20. NON-ASS •• 1/8"' lHK 7 16" !EA GASKET, ANSI 600, SPIRAi. WOUND, TYPE CG, 304SS, 8 16.20, NON·ASB , 118" lHK ---~1 -~ L -~~·~ .. ~~ ~ ISSUED PERMITTING APRIL 20 2009 ForeRunner COrporation ~-__ 7-I a- (J 7 F=r ~ ~~!~~-·· -CD SPEC DCB DCB DCB DCB DCB DCB DCB REFERENCE DRAWINGS ENGINEERING RECORD IMO.NO. DEllCRPl'ICN 1Jll2Z.170CJ.004i 141" RECEIVER PIPINO Pl.AH 1-1800-0011141" LOQANSWA8HALIQNMEN19EET 180 1141" RECEIVER 1Jllll22.1-1Cl:ll PPE SUPPORI' Pl.ANS & DETALS 1.2ll1t-170G-1C1211<1" BITE AIMIUILT PRDJ. ID•: 1JlllD.\ 111.ftVEVED: DRNMl:NBH QIECICBI: APPRCllED: P-.ct'ENOINEER: AEI' SECTION: 31 ~HIP:78 RANCE:WW OOUNTYl8TAre GAAl'la.DICO. LINE/AREA: REVISIONS LOGAN WASH 1e• PIPELINE RECEIVER & TIE-IN SITE NO.I DEllCRPTION I DlllE/ BY I PIPING PLAN DETAILS P1 ·-FUR REVIEW 1113IUlllNBH I I I I P2 l18BUEDFURPERMITTINO I -00 IBCAIE: MNO'IED IDRAWtlONIMBERI ~. 8HEEl'No. 12822-t'lllM02 P2 CADFILE: 1-..i'IOD-102~ r----r----------------1--+-------------l-----l-.. FORIRU••IR --::.--1 ........... ~ 16n LOGAN WASH PIPELINE SURVEY 1tMIU. •GJWmJNG --· --·· ---·--____ IQIE~YPRVlllmD. .. AU..'41111.l11'8 .. t.w:~U)ICID-llE'f(q. ... fB.DWlll"t'l'ftGMDl#l)MJ.~lt:r JU. •INUX'HD& "lf.:t:~~WMPUm ... ,..,.., ....... ,_, T. ~&aMISATlllllW~iiamON&m &1m1a....1atn'90M~-~-~IEWR'f'-.£. E EPCO, INC. ENTERPR1sr P-15285 PROJECT P >I "" AREA LOGAN WASH 16" PIPELINE GARFIELD COUNTY COLORADO ISSUED FOR APRIL 24, REVIEW 2009 ALIGNMENT DRAWINGS .ID&l.Jlg ~ DRAWNG Dn.£ 12622-1800-00A pg 12622-1800-001 P8 12622-1800-002 P8 12622-1800-00J P6 12622-1800-004 P6 12822-1800-301 PB M8E MCILITieBClONFOAM TOMME 1111.aCXXJEll MD81'MDIWlll. COVER SHEET ALIGNMENT ALIGNMENT ALIGNMENT ALIGNMENT CONN a&K CROSSllG Pl.AN AND E..EVAllON REFERENCE DRAWINGS -. ..... - -Ml!l'lllll!XOHllll- PROJECT NUMBERS -· -l'-1-ltr-E NO. N' .. -__ 1!:11!_ ------ DESIGN DATA .... CM.CU~,,Rts!:A PSA , .. u,.;mott ___ Q!!I_ u•-----1'1GNl!I -Ulllll 'iiii'iWiP 1'1GPll!I 1'1GNl!I Dl\'IEI llY' I ClmnllMIP _.. MAXCMe•,._. ---·-ml! LOCATION MAP ENGINEERING RECORD _,..... _,_ l'BDOl'l!Mnatl- DWlllCiJQECI!: --__ _, .. _. __ _ --------EC!lmil,_ COllllllCIDlal'PlllMl: _, .... -·· _, ___ QMIBDCXIUMIY.--.OF--Nll I.Ar. i.ae I ll.l!lllr.,_ ISSUED FOR REVIEW APRIL 21 '11:111 ForeRunner Corporation EPCO, INC. i I I I II m: w ~ w ~! w-::i:c ~~ 4! § a: 0 :c ~ z 0 ti ::::> m: t; 8 1-z w ::!: w ~ ~ ;:;: ii! Q. ~ ~ ii: ------ I II I I I I I i i Ii 11t! 11 i! E! - -i I •• ,I I I I I Iii Iii • ~ - --i • ~a·-~ ~JDS' II I .. ~ -- !ml 111111 •••••• .. • .... •. .: .. ; . II .. 1111 II lllill ii E!E!ddE!E! I I !!I 1111 I 'I i I E! I I' 11111 • I I 1111 I 11 .. I !''1!! ·~ ·~ I i 11111 E!E!dE!E! ~ ~MS' II I I 11 •• ·~ -~.:-... _•,!'; II II •••• 1111 I .. Ii .; .; I I Ii Iii ~ I I Ii I I 1111 I ~ i I .. 1111 ~- i Ii I Ii 1111 ~ I! 11 •81(111~~~~~~~~;!~~-c=kss ~a&§§$§}§ .. s£. $&.~ .. tf ... 3ff ... 2. ~==~~. ~-... ·~·-~·-~!!l!!!!!!:..1111·"111-· ··111111111111111· 111· 111-111 .____.. ...... __. ___ _.... ___ __._ ___ _._ ___ _._ ___ _.__ ___ .._ ___ L-__ __,.__ __ __. ___ _.... ___ __._ ___ _._ ___ _._ ___ _.__ ___ .._ ___ L-__ __,.__ __ __.'-----L-----'-----'1 .. ---... ... --··--·---·---·-·-_....__·---·· ..... ·--· ... .... ... ... ... ... .... ... ... ... .... .... ..... ... ..... ..... a •: .... ~ .... ~ ... 1111 ., ---..,.__. --· ._,._.. ---~ -------.---. •-• ---'P-P;._ ~ ---·------+--+------91---1-T-·--__ ,_, __ ' ........ _ ---c-c- 111::'.: -.:..----------' -------- i ii • • 1,-... , ISSUED FOR REVIEW APRIL 21 2009 FcreRunnar Corporation EPCO, INC. PIPE DATA PROFILE EASEMENT CONSTRUCTION PLAN I l • ,,.... ALIGNMENT HORIZONTAL DISTANCE -....... -.... -.. ..... .. ..,.. .... _ - .... 111111'•-- 111111'•- ...,,._ - .... _ -·--·- ...., .. -·-IFllU ...,,._ ..... -·-111111'•-.. ,. .. i:,t.••-...... Wint - -Wit .. .. ..... .. .... .. ..... .. ..... .. ··-tlft ··-111111'•- - ..... ., OWNER !¥i •• ·W a: w ~ ~ !z~ We ~;ii! g~ <~ 0 :J: 5 D.. z 0 ~ ::I a: t; ~ !z w ~ ~ ii: f ~ t§ w D.. ii: I I (•--•••> I o+ii-•> I (••-•••> I .... &.-....-.1 _,.___,. ....... ...._., .. ,., ... • -av.,,-I ·-=.;,"~= I ... n,/ ... _ II I I ·= .. ~c i ·= I~ I Ii I ·= 1t1t lb lbl lb ILlb I I ·1 I I I I I I I I I I II I ••• I I t I !!I I II II II Ill .. I 1111 l!J .. Ill .. II lit II lit II II I ;1 I ;1 I ;1 I I 1-1 I I I I I I ;1 I II ... "' I n I I i I I HI i i I I I i i Ii 111 111 111 111111111 111 If 111 • h,,,,,,,,,,,,,,, ...... ssssssssssss ~iiii!=~~SSSSSSSSSSSSS'•IW ·SSSSSSSSS ~ -J ...._ I I I I I I I I I I I I I I I I I I I I I I I I I ~·- -- - - --- - - -,_ --==t ..... -1M.-:f,. .... - - - - - - - - - -,_ ~ f ~ - \ : 1 \ ~ ITEM PIPE ll£SCRIPl10N t&:@X~N'AMC~ ¥:!I I I 1- LEGEND -t= .=::=::= -'::n -------·-----....... __,.__......,.._ •-• -l-T- ·----1-1-----c-c-·--~-~ ·--..... ----------- ~ -..-.m: ~--~ ---' ---'\ ---t -..m.1_ ---------- !JI -- REFERENCE DRAWINGS DWO. NO. I IEICRPT10N lllZ'l-Ml!O!!!I!! llUGNMENT8HEET 111.JGNMENT SHEET PRDJ. ID• : t2112M 8URYEYED:~r.IER 8ECT1CN: 17 & 2CI Ta.YNBHIP: 18 ISSUED FOR REVIEW APRIL 21 2009 ForeRunn• Corporation EPCO, INC. I I w ffii ~ ;ii! ~~ a: 0 ::c ~ z 0 g :::> a: ~ z 8 !z w :::::E ~ w _, ~ a. ~ ~ w a. Ii: I ~ CHt••M) I C""'••JiD ---· ____ , -~---rt/-- I I •c I ••t 1t ·~=-11 ·tt~·= ·~ca I 1t 1t' I 1t I I I 11 I I I! I! I I I II 11 I Ii. I I I' I I I • Ill • Ii Ill It Ill It It Ill Is Is Ill .. "I .. . 1· I I 1f I I I D1flll I I I II 1f 1f I I 1f I I II I .. ~ i I II 111111Ill11111111 I I 11 d d . I! d d . EE ·--=---~-~JL-d d -I iil:i iiii l I I I I I I I I I , .. -Fi i i I I I I I __ I I I I I 1 I I I 1;lQ1 ;?Pl--== I I , \= I I I I ±4 I Ji~--r=-"'ll I I I I T I I I I I 111 I I I l11Mrt 7 't:I I I 111=11 I I I I I I ~i=l- -1 I I I I I I I I I I 111!1'.: I I I I I I :ii I I lilfflil I I I I I I I- ...... ----- - - - - - - - - - - - - - - - - - - - -'----f'·----f'·t• I • I Ill I I I I ,., a.111.a LEGEND I I I • REFERENCE DRAWINGS DlillCRIPTlON I E! ii Ii a I • ISSUED FOR REVIEW APRIL 21 'JJ.111 ForeRunner Corporation ...... I PR DESCllP710H -'= .=-::== -"=a EPCO, INC. I "1 rooxo.mow.T:~---·-UUFlEJil'l "-1 F 1-fzr1tin!\t51' see tmlt~ ---... __,.._.._ --~ ---Al.ION.an" 8HEET =-~~.:~;.::PINI CttEC~:CFEA/21~ &':::' ... : ......._ ··:-..... P-15285 r. -------·---- -·----~ ____ ,_,_ •-• --T-T-----o-o-·-----·--....... ----------- ' ---.._, --- t -·-----' -- tm-1 lf' PICI LllU'!Cltlft Pl'INQ l:l.l!llA110N8 Al'PROVEJUBIAHCHARD Cllllml . LOGAN WASH 16" PIPELINE I IP l.OCWI WASH PIPB.JIE CONN CREB< CRDSlllNQ -• • ·-ALIGNMENT ~~ llEIMm"TICN I o°!.":'' Sf STA. 171+86.6 TO 220+82.3 •r = ::::::= =.:.-=r:N-:-•&v 17~~~~1 n;;· I) P4 l8a.IEllFORRE.VIEW,CltANCIERDW---·· -•-P,.P. • • Ii Pll I llllBIE) RlR A£YIEW, REMOVE llP BAND N iiliittD fat REVIEW, EDIT PS -- Hid'• 3/11 lllBIUUlt 1DI ~w l\'1Vy .-· -n-'P"-~ -----------------_) ' :l ~,_4' -7T." ,. • -, ~.'--•• :z.....~_,.,...._,flla"""'lll""',_,,.;;.;..,'ll'-_..,...:.,F~W-H---11"'""''*"--J,~-M,,_,Y::..-H-lil'i-."""'~ N fy.·~ -·-· -::I-Y • :--.-o ~··-' .. ' .. . .. ..~ (" ~:·:-~· f1'. ',JL ~~f +_ .. 'I ~· f' l ~ ;, I • -• 0-_ -. ,.. 5750 !l700 5650 5800 SS!iO 111!1+00 GENERAL NOTES N01E: CCNTRACTCR TO -FY DEPTH AND LOCATION aF ElGSTING PIPEl.HS PRICR TO CCllS1RUCTICll SECTION 17, ~ SCALE 1:800 • 0 • -llET -CllMl. ....... " 118+00 117+oo GRADE ......... \ '-:t •. oa" O.D. x 0.;f75" W.T. D!IL.. ERW, 111-22 llLS Fa 11111+00 1\Pl-!IL-X52, lllUCID __ , .. IA s.-x 11111+00 ,., -II" OJI.• n• '"•T . I ~Ii: .. a~ ~ult' ...... ~ ~.'!'":!..~-~-, !I "' ~ ~~ I! ~~ l!s ~~ t ~8 p ~ .~1~ il'i~ ~ .... ~ h,,., I ....... //\ I ""-.. ""~ t~; ~/ / \ __ .......... u ~ J ........... -.,£....._ / :lit -Iii" G.D. -~W.T. llElll ' ' M'I s.-m, I 4111.! FE '" ,.,._, !ZoEllll;12-14 iuFE .. ?'\J ' --·-Ill D (U') I llll!lnl llEJll 411" -1r G.D. a.m1' W.T. llV -1 --~~,:; w.T. ,.., ... __ n111 ,,.-,.,.-,rK M'I S.-lm. FE 2111>+00 20'l+oo 202+00 20:ll+OO 2D4+00 2D!l+OO PROFILE VIEW SCALE 1"-llO' HORIZONTAL. 1"~ \£R1ICAL REFERENCE DRAWINGS CWG. NO. f DESCRJP'TlON 12112Z-1111D004 f ALIGNMENT SHEET 004 \. \ 208+oo PROJ. ID#; 12822-A SURVEYED; DRAWN: PJD CHECKED: APPROVED: NO. ~1e..oa" 0. c • O.:ll75" LT. APl-5' "52. DRL. ERW 111-22 1111.li FBE 207+00 208+00 DESCRIPTION DATE/ BY P·1 I ISSUED FOR REVIEW I 11/71116 PJD 5750 !1700 9' I. ~: IC Ii Ill. 11 5650 ~~ tt 5800 5550 2Dll+OO ISSUED FOR REVIEW APRIL 21 2009 ForeRunner Corporation EPCO, INC. LOGAN WASH 16" PIPELINE CONN CREEK OPEN CUT CROSSING PLAN & PROFILE I I I P-2 , ISSUED FOR REVIEW I 02/1111!)9 PJD I SCA!£: AB NOTED ~"3 ISSUED FOR REVIEW OOlll2I09 RMS SHEET No. I 12e22-1800-301 P-<t ( ISSUED FOR REVIEW f D3/D6ltl9 RMS f CAD FILE: 12822-1800-301 .. P-5 ISSUED FOR REVIEW 03l2lll08 BL _ .. PO•llUlll• ~ P8 ISSUED FOR REVIEW 04121l09/09RS a • • • e • a • 1 e • 200' 350' 200' 350' 200' 350' 200' 350 ' 200' 350' 200' 350' 200' 350' 200' 350' 200' 350' 200' 350' 200' 350' 200' 350' LOGAN WASH 16" PIPELINE LAUNCHER& METER SITE RECEIVER SITE BLM ")204 C O N N C R E E K R O A D RESIDENTIAL HOMEPRATHER RESIDENCE PROPOSED PIPEYARD LOCATION PROPOSED OFFICEAND YARD SITE 5 4 3 87 87 9 9 6 2 1 5 34 6 8 1 97 98 30 7 33 34 33 34 35 36 28 32 36 32 25 23 131415 24 20 27 29 22 17 16 2728 21 2526 22 16 13 20 17 19 24 18 29 11 31 10 30 19 18 3 12 31 10 15 21 12 10 11 18 12 4 13 17 5 13 10 141615 6 12 2 35 26 11 23 14 11 2 14 2 23 11 26 11 35 7S 97W 7S 96W 8S 97W 8S 96W 7S 98W 8S 98W M E S AM E S A G A R F I E L DG A R F I E L D GRANDGRANDJUNCTIONJUNCTION ParachuteParachute §¨¦70 §¨¦70 UV65 De BequeDe Beque LOGAN WASH 16" PIPELINE VICINITY MAP 1 inch = 8 miles LOGAN WASH 16" PIPELINE200' / 350' IMPACT ENVELOPESWITH SURFACE OWNERSHIPGARFIELD COUNTY, COLORADO 0 700 1,400 2,100 2,800 Feet 1:20,000 Legend Colorado State PlaneCentral Zone, NAD83, U.S. Ft.µ µ LOGAN WASH 16" PIPELINE PERMANENT R.O.W. T.E.W.S. CONSTRUCTION EASEMENT FACILITIES 200' RADIUS BUFFER PARCELS Revised April 22nd, 200912622-1800-311 350' RADIUS BUFFER CHEVRON USA INC.PARCEL # 2413251000016 SAVAGE LIMITED PARTNERSHIP LLC.PARCEL #241108200011 BUREAU OF LAND MANAGEMENTPARCEL # 241108200954 BUREAU OF LAND MANAGEMENTPARCEL # 241134200956 SAVAGE LIMITED PARTNERSHIP LLC.PARCEL # 241108200011 BUREAU OF LAND MANAGEMENTPARCEL # 241134200956 BUREAU OF LAND MANAGEMENTPARCEL # 241134200956 leg~ location CMnerahip I Management Jurisdidion -Welland I WalEriJody Drainage 01 -Logan YVash Wetland /Wa\orbodyType Ephemeral CmngMelhod TEWS.0.00 NOTES: 1. Install all BMPs in accordance with typical drawings in the Stormwater Management Plan. 2. Safety fence to consist of 4-ft high orange plastic web fencing (Roadtech Manufacturing SLM40 -square mesh barrier fence or equivalent). 3. Follow all general and special conditions in the COE Nationwide 12 Permit. 4. Reclaim all disturbed areas according to the Reclamation Plan. T7 S, R97W,Sedla131 LEGEND -16-inch Proposed Logan Wash Project Coostn1clion Right-Of-Way D Temporary Construction Right-of-Way D Temporary Extra Workspace ··-·-·-i i i ·-·-·-·--Tax Parcel Boundaries /\/ Stream ,. ...... 11!111111111 /'a:essRoed strawBalee@ strawwatues Drivable Berm @ Silt Fence® Safety Fence Cons1n.Jclion Entrance Pad BUREAU OF LAND MANAGEMENT BUREAU OF LAND MANAGEMENT· GRAND JUNCTION NO. 0 T 7 S, R 97 W, Secll!l1 30 DATE BY EE ISSUED FOR DRAFT REVIEW EE ISSUED F REVIEW 200 0 Drainages D2a & b Ephemeral °""'""' REVISIONS DESCRIPTION W.O. NO. CHK. APP. MAB MAB MAB MAB 200 400 600 FEET legal Location CHEVRON, USA. Ownership I Management GARFIELD COUNTY Jurisdiction -Drailage D3 Drainage D4afb Welland I Wa\orbody Ephemeral ·-Welland /Wa\orbodyType °""'""' °""'""' Crossi'll Melhod LOGAN WASH 16-INCH NATURAL GAS PIPELINE PROJECT DRAWN BY: ENVIRONMENTAL ALIGNMENT STA. 0+00.0 TO 61+05.7 GARFIELD COUNTY, COLORADO JST DATE: 01-FEB-2009 ISSUED FOR BID: CHECKED BY: JST DATE: 01-FEB-2009 ISSUED FOR CONSTRUCTION: APPROVEDB~ EE DATE' 01-FEB-2009 =':l'E~~EE0901-001 $DATE$ 24x36 SCALE:! Inch " 200 Feet 11x17 SCALE:1 Inch" 450 Feet SHEET OF leg~ location CMnerahip I Management Jurisdidion -Welland I WalEriJody Wetland /Wa\BrbodyType CmngMelhod NOTES: 1. Install all BMPs in accordance with typical drawings in the Stormwater Management Plan. 2. Safety fence to consist of 4-ft high orange plastic web fencing (Roadtech Manufacturing SLM40 -square mesh barrier fence or equivalent). 3. Follow all general and special conditions in the COE Nationwide 12 Permit. 4. Reclaim all disturbed areas according to the Reclamation Plan. T 7 S, R 97 W, Section 30 CHEVRON USA INC GARFIBD COUNTY LEGEND -16-inch Proposed Logan Wash Project Coostn1clion Right-Of-Way D Temporary Construction Right-of-Way D Temporary Extra Workspace ··-·-·-i i i ·-·-·-·--Tax Parcel Boundaries /\/ Stream ,. ...... 11!111111111 /'a:essRoad strawBalee@ strawwatues Drivable Berm @ Silt Fence® Safety Fence Cons1n.Jclion Entrance Pad BUREAU OF LAND MANAGEMENT BUREAU OF LAND MANAGEMENT -GRAND JUNCTION Drainage 05 Drainage D6alb [Oinaga D7 Ephemeral Ephemaral Ephemeral Open Cut Open Cul Open Cut T7 S. R 97 W, Section 19 Drainage DB DrainageD9 Ephemeral Open Cut Open Cut NO. DATE 0 Drainage 010 Drainage 011 Drainage D12alb Ell!emeral Ephemeral Ell!emeral °"" C• REVISIONS BY DESCRIPTION EE ISSUED FOR DRAFT REVIEW EE ISSUED F REVIEW 200 0 200 400 SAVAGE LIMITED PARTNERSHIP GARFIELD COUNTY W.O. NO. CHK. APP. MAB MAB MAB MAB 600 FEET legal Location Ownership I Management Jurisdiction -WeUand I Wa\orbody WeUand /Wa\BrbodyType Crossi'll Melhod LOGAN WASH 16-INCH NATURAL GAS PIPELINE PROJECT ENVIRONMENTAL ALIGNMENT STA. 61+05.7 TO 121.40.4 GARFIELD COUNTY, COLORADO DRA'NN BY: JST DATE: 01-FEB-2009 ISSUED FOR BID: CHECKED BY: JST DATE: 01-FEB-2009 ISSUED FOR CONSTRUCTION: APPROVEDB~ EE DATE' 01-FEB-2009 =':l'E~~EE0901-002 $DATE$ 24x36 SCALE:! Inch = 200 Feet 11x17 SCALE:1 Inch= 450 Feet SHEET OF leg~ location T7 S, R 97W, Seclial 19 T 7 S, R 97 W, Seclion 20 T7S, R97W, Slllllion 17 CMnerahip I Management SAVAGE LIMITED PARTNERSHIP BUREAU OF LAND MANAGEMENT SAVAGE LIMnED PARTNERSHIP Jurisdidion GARFIELD COUNTY BUREAU OF LAND MANAGEMENT -GRAND JUNCTION GARFIELD COUNTY -Welland I WalEriJody Drainages 013 & 014 Drainage 015 Drainage 016 Drailaga 017 Wetland /Wa\BrbodyType ""'"""" Ephemeral Ephemeral E- CmngMelhod o,., CUI Open Cut Open Cut o,., CUI Monitors '" ,.;11 ~ ~ f j j ~!5 t J ;lj m :'."•"' ;lj J J "ii-&•;; = 0 o; = { .I .... t .. "! a "!! ::-•"' -•" i " " ··;; .•°'·• w z • w -_ !lM !l !l "' ;!l 'i:I _ °'c 1 ~ I ~ ~!l f ~ !l f !l ~ ~ "'"'""' "1-= !!'" " '!: = ~ " ~ M Ill -· "<l -'" "* Sl I ,r "" ii! 'i '"I c-------, .I'" '" '" "' M !l '" m "I l fi:? s ~ ~ ,------------,? s:: ti Iii ~ i i i ~ !g : : ie ie le R 8 ~ m I! ~ ~ E S ~ § -: TEWS-2.32 : ~ ~ -l ~ si ~ r-------------::':~~-:'.':------------------------------------------1----ilCWS-2.78 ;j !Ji ~ $ :!{I R ' it ~ ~ l ------------'.------\-____ J _____________ L ___ lEMPORARYUSEAREA----------------------------------, i ,j:,: ..... .., TEWS-2.62 ! : : W !i § i 1 10 i; o ~ r------------------lEMPORARYUSEAREA------------------------------ ' \ I -~I •.., I : : ------....-• -I \ \ L----------------------------------------------------------------------L-------------------------"""-------------------------------------,-------------------------------+---------------------------------------------------------------------------------~-----1----------~ --------------°"\--\"-'·;--------·PERMANENT EASEMENT I RIGHT-OF-WAY -----------k----___ 50!! _____ S-_________________________________________________________________________________________________ .,':'·"-.~:~::.-----------------------1------------------------------t -------------------------------!-------'f----------------------------------------·\<~.---------C----------PERMANENT EASEMENT I RIGHT-OF-WAY -----------k-50!!-------- \ • ....... i " \ I NOTES: REVISIONS 1. Install all BMPs in accordance with typical drawings in the Stormwater Management Plan. LEGEND NO. DATE BY DESCRIPTION 2. Safety fence to consist of 4-ft high orange plastic web fencing (Roadtech Manufacturing SLM40 -square mesh barrier fence or equivalent). 3. Follow all general and special conditions in the COE Nationwide 12 Permit. 4. Reclaim all disturbed areas according to the Reclamation Plan. -16-inch Proposed Logan Wash Project Coostn1clion Right-Of-Way D Temporary Construction Right-of-Way D Temporary Extra Workspace ··-·-·-i i i ·-·-·-·--Tax Parcel Boundaries ,. ...... /\/ Stream 11!111111111 /'a:essRoed strawBalee@ strawwatues Drivable Berm @ Silt Fence® Safety Fence Cons1n.Jction Entrance Pad 0 EE EE 200 ISSUED FOR DRAFT REVIEW ISSUED F REVIEW 0 200 400 W.O. NO. CHK. APP. MAB MAB MAB MAB 600 FEET legal Location Ownership I Management Jurisdiction -WeUand I Wa\orbody WeUand /Wa\BrbodyType Crossi'll Melhod Monikn LOGAN WASH 16-INCH NATURAL GAS PIPELINE PROJECT ENVIRONMENTAL ALIGNMENT STA. 121+40.4 TO 171+86.6 GARFIELD COUNTY, COLORADO DRA'NN BY: JST DAlE: 01-FEB-2009 ISSUED FOR BID: CHECKED BY: JST DAlE: 01-FEB-2009 ISSUED FOR CONSTRUCTION: APPROVEDB~ EE DATE' 01-FEB-2009 =':l'E~~EEQ9Q1-QQ3 $DATE$ 24x36 SCALE:! Inch " 200 Feet 11x17 SCALE:1 Inch" 450 Feet SHEET OF leg~ location CMnerahip I Management Jurisdidion -Welland I WalEriJody Wetland /Wa\BrbodyType CmngMelhod NOTES: T7 S, R 97W, Section 17 SAVAGE UMrTED PARTNERSHIP GARFIELD COUNTY Drainage 018 Drainage 019 Drailaga 020 Drainaga D2Da Drainage 021 Conn Creek Ell!emeral Ephemeral """"'"' Ephemeral Ephemeral -·~ °""C• °""C• Open Cut Open Cut ()pan Cut o,.,c. ;11 _ ;II ;!I -;II ;!I !! ll! ;II J J ~ • ;li _;11 :ii !'t ~ }Ji ! t t ~ ;i ~ ~~!tJ .,i r : ~ r :~ /----i~i i ;l Jll l ~ TEMPORARYUSEAREA J J ~i l~r:~ j T:: j i l ti f:~M ~////T:::----, __ ~-':--~ , i i i \ ! : f;j .:t .:tlill: : i ! ! \ l 50lt I L-----------~~--! I ! ! ! \ I : -----!-------------!------------------~-------\---------------------------------PERMANENTEASEMENT/RIGHT-OF-WAY-----------aon---------------------------------------------i ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 j I I • I ------;-------------I ------------------~---------~-------------------------------PERMANENTEASEMENT/RIGHT-OF-WAY-----------~-----------------------------------------------j-------------------------------------------~---~ - LEGEND m ~ i ;i; ; I!! !ii ! ' -------------------------------------------------------------------------------------------------------------,--------------------------------------" • a • , a ~.! :f_ : .! = .,-= : TEWS-4.10 -~ ~ I ~ J ;!; J L__ -- --;!; ~ ~ ~ ~ 112 ;( ~ ~ N REVISIONS 1. Install all BMPs in accordance with typical drawings in the Stormwater Management Plan. NO. DATE BY DESCRIPTION W.O. NO. CHK. APP. 2. Safety fence to consist of 4-ft high orange plastic web fencing (Roadtech Manufacturing SLM40 -square mesh barrier fence or equivalent). 3. Follow all general and special conditions in the COE Nationwide 12 Permit. 4. Reclaim all disturbed areas according to the Reclamation Plan. -16-inch Proposed Logan Wash Project Coostn1clion Right-Of-Way D Temporary Construction Right-of-Way D Temporary Extra Workspace ··-·-·-i i i ·-·-·-·--Tax Parcel Boundaries ,. ...... /\/ Stream 11!111111111 /'a:essRoed strawea1 .. <§) strawwatues Drivable Berm @ Silt Fence® Safety Fence Cons1n.Jction Entrance Pad 0 EE ISSUED FOR DRAFT REVIEW EE ISSUED F REVIEW 200 0 200 600 FEET Oiiiii""'"iiiiiii"'""iiiiiiiiiiiiiiiiiii~ .......... "'""""iiiiiiiiiiiiiiiiiiiiiiiil 400 MAB MAB MAB MAB legal Location Ownership I Management Jurisdiction -WeUand I Wa\orbody WeUand /Wa\BrbodyType Crossi'll Melhod LOGAN WASH 16-INCH NATURAL GAS PIPELINE PROJECT DRAWN BY: CHECKED BY: ENVIRONMENTAL ALIGNMENT STA. 171 +86.6 TO 220+92.5 GARFIELD COUN1Y, COLORADO JST DATE: 01-FEB-2009 ISSUED FOR BID: JST DATE: 01-FEB-2009 ISSUED FOR CONSTRUCTION: APPROVED BY: EE DATE: 01-FEB-2009 =~,~~EE0901-004 $DATE$ 24x36 SCALE:! Inch = 200 Feet 11x17 SCALE:1 Inch= 450 Feet SHEET OF DEPARTMENT OF TRANSPORTATION Traffic & Safety Section 2 22 South 6"' Street, Room 100 Grand Junction , Colorado 81501 (970) 248-7230 April 13, 2007 Brenda Linster Herndon Encana Oil and Gas USA Inc. 2717 CR 215, Suite 100 Parachute, CO 81536 STATE OF COLORADO ~ ------~~ ~ -- RE: State Highway Access Permit No. 307041, Located on Highway 006, Milepost 67.7, in County Garlield Dear Permittee or Applicant: Enclosed is your Notice to Proceed for the above stated access permit. This Notice to Proceed is valid only if the referenced Access Permit has not expired. Access Permits expire one year from the date of issue if not under construction or complete. Your permit will expire on April 13, 2008. Access Permits may be extended in accordance with Section 2.3(11 )(3). of the Access Code. Please contact me if you want to extend your permit. You must obta in a new Notice to Proceed following the suspension of work through the winter (1 51 of November-end of March). • You shall notify the C.D.O.T. Inspector, Rodney Gramham, in Parachute, at (970) 283-5544 at least 48 hours p rior to commencing construction within the State Highway right-of-way. All construction shall be completed in an expeditious and safe manner and shall be finished within 45-days f rom initiation. • You must contact the C .D.O.T. Inspector listed above upon completion of the access construction to request a fi nal inspection prior to any use as allowed by this perm it. • All materials and construction shall be completed in accordance with all applicable Department Standards and Specifications, and constructed in conformance wi th 2 CCR 601-1, State Highway Access Code, including any additional terms and conditions of the issued permit. • A fully endorsed copy of the issued Access Permi t and Notice to Proceed shall be available for review at the construction site during construction. If you have any questions, or need more information . please contact me at the above numbers. Sincerely, Dan Roussin Permit Unit Manager Cc: file COLORADO DEPARTMENT OF TRANSPORTATION COOT Rlrmit No. 307041 STATE HIGHWAY ACCESS CODE NOTICE TO PROCEED 9-l/S'MP 006M / 67.700 I L Local Jlri ooi ction Garfie-ld Countv Permittee(s): Specialty Res tau rants Dennis Stahl 8 191 E Kaiser Boulevard Anaheim, CA 9280 8 App li cant: Encana Oil and Gas USA Inc. Brenda Linster H erndon 271 7 C R 215, Suite 100 Parachute, C O 8 1536 The permittee is hereby authorized to proceed with access const ructi on within state highway right-of-way in accordance with the above referenced Sate H ighway Access Permi t Clld th i s Notice to Proceed. Th i s Notice to Proceed i s valid only if the referenced Access Permit has not exp ired. Acee&:. Perm its exp i re one year from date of i ssue if not under construction, or compl eted. Access Perm its may be extended in accordance with 8ection 2.3(11 )(d), of the Access Code . Adequate advance warning is requ i red at all times during access construction . in conformance with the Manual on Uniform Traffic Con trol Devices for Sreetsand Hi ghways. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from i nitiation. The permittee or applicant shall notify the Department prior to commencing construction as indicated on the Acee&:. Permit. Bot h the Access Permit and this Noti ce To Proceed shal l be available for rev iew at the construction ste. Th is Notice to Proceed is conditional. The following items shal I be addres93d prior to or during co nstruction as appropriate. Municipality or County Approval (When the appropricte local authority retains i&i..ling authority) By Tille (X) Th is Notice i s not valid until signed by a duly authorized representati ve of the Department Colorado Department of Transportation By (X) uired: 1. ~on (origina) 2 Appl icant 3. S.<'lf Acces;5'ldion Title ti~.) Make copies as nec::es:ay for: Local Authority Inspector Brad Brophy M TCE Patrol Traffic Ei19 neer 09 -2 Dave Jackson Date Dae Form 1265 8198, 6199 TRAFFIC CONTROL PLAN OV3HV >1CIOM OVOCI >IC!OM CJ30lnOH$ REV.NO: NUMBER: DATE: HEET: OF: COO Acces& Permit No . J 0 7 D V / Notl to Proc~d Speclflcatlons-Exhlb t B In ace rdance with Acc 1!ss Pennit Tenns d Conditi ns, these sp1-Y;.!E:ations a nd special rcr vision were sub··-:·(ed to COOT by the Applic nt's Enginec-t: cir Record. The Pe ee shall mplete all construction in accord ce with th se specifications and special provisi ns- a nd a sociated ;)lar·~ INTP E:tl°'ibit A) SHOULDER WORK R OAD WORK AHEAD ROADWORK r :~! I ~ ~ 5l PLAN VIEW Piil STA • 01 eo Pvt ELEV • :.07 1. 10 A.O. • -5.00 I K -1000 I -50.00' vc .. ~ -~ "' I I :i:i ..; ~ ~ .... +,... +'° 0 o.o5l o~ t 'g ~ w ~ ~ ~w l w I f''--0~,~Finished Grode 24" CMP With F£ S~ct_T. --..,_ ' '7 INLET /NV. [L = S069.7 : : -r---~~ OUTLET /NV. EL • S065.8 ; : : :r-,_ ' ............... I , :E:xlstln9 Ground_/ : --, ''- • I I .-----....... DA;~~L&V i 1 : i 1 1 r---x;=' ~· 0+00 ~~ ........ ..... i~ 0+50 -:ig ~k:i ~1~ 1+00 ·1 ~· onlS? ~ ii "" .,.~o §<0 1+50 2+00 HORIZONTAL SCAL£: l "-50' VERTICAL SCALE: 1• ; 10' APPROACH CENTERLINE PROFILE "!lo § 2+50 COOT Access Permit No • .]O 7 o4 ( Notice to Proceed Specifications-Exhibit B In accordance with Acce ss Permit Terms and Conditions , these spt:i<.:i1ications and special pro- /' / \ ) ( ) I I •, I~ TYPICAL APPROACH SECTION NOT ro SCM.£ TYPICAL CROSS SECTION ~~~~~ 90llMalnscr..t e.....ion. W)amltlg 82930 -Ho. (307) 7~ Project No. Date Drawn: E70U APPROACH NOTCS I . A MINIMIJM OF I' OF' EXISTING ASPHALT SHALL BE SA W CVT AWAY FROM THE: EDGE OF' TH£ ROADWAY 'M-!E:R£ THE: ACCESS PAV£ME:NT IS TO ABUT AGAINST THE: EXISTING PAVE:ME:NT. 2. COMPACTION OF SUBGRADt. EMBANKMENT, AND BACKFILL SHALL COMPL y wm; SECTION 20J.08 OF THE: COLORADO HIGHWAY STANDARD SPE:CIF'ICA TIONS FOR ROAD AND BRIDGE' CONSTRUCnON. J. CLASS 3 SUB-BAS£ SHALL BE' COMPACTED IN 6" LIFTS. 4. CLASS 6 AGGR£GA TE: BASE: COURSE SHALL 8£ COMPACTED IN TWO 4 -INCH LIFTS. 5. HOT MIX ASPHALT SHALL CONFORM TO SECTION 40J OF TH£ COLORADO HICHWA Y STANDARD SPE:CIF'ICATIONS F'OR ROAD AND BRIDGE: CO'ISTRUCTION. TH£ HMA SHALL BE: GRADING SX OR GRADING S ANO SHALL BE: PLACED AND COMPACTED IN TWO 2-INCH UFTS. E:NGiNE:ERS C£R TIFICA TION f, John £. Vosey, certlty that this desi gn was completed under my direct supervision Map Showing EnCana Oil & Gas (USA) Inc. E70U Highway Approach SW1 /4 NE1 14 of Section 6, TBS , R96W, 6th P .M. GARFIELD COUNTY, COLORADO Scale: As Shown SHEET 07-04 -33 Osle March 2007 1 SurvellAtf; 4102107 !latest RelllSIOll Date: OF1 COLORADO DEPARTM ENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT po# . .:( /1 :.:/07 j)p... Pannit fee $100.00 The Permittee(s ): Speci alty Restaurants Denn is Stahl 8 19 1 E Kaiser Boulevard Anaheim , CA 92808 970-984-3720 I Date ol transmittal 3/24/2007 I Ragion/Sectio111Patml 3 I 0 2 I 09-2 0a-.e Jackson Appli ca n t: Encana O il a nd G as US A In c. Brenda L in ster He rndon 27 1 7 C R 2 15, Suite JOO Parachute, C O 81536 9 70-285-2608 COOT P enni No. 307041 State Highway No/Mp/Side 0 06 M / 67.700 I L l ocal Jurisdiction Garfie ld County Ref No.: 07-027 is hereby granted permission ID have an access to the s tate highway at lhe location noted below. The aa:ess shall be constructed . maintained and used in e cool"dence with ltU3 pennrt, including tne :;;1a1e Htghway ~ CoOc: dl1d any atun:hnenb, t1mns. conditions and e ldlibits. This permit may be revoked by the issuing a ulhaily if at any time the pmmilted access a nd ils use violat e any parts of tl"is permit. The issuing a uthority. the Department and their duly oppointod o gcnt:. ood omployoC3 :ihoQ bo held hatrnless egeir.$1 e "y action for personal injury or pmperty d amage susteined by~ of the exercise of the ~- L ocation : Lo cated o n the south s ide o f Hwy 006M, a d istance of 1584 feet »la8t o f MP 68. A ccess to Pro vide Service to: (LaDd Use COde:) 995 -Temporary Drilling Operation 170 -Gas W ell Maioen ance Other tenns and conditions : MUNICIPALITY OR COUNTY APPROVAL w~ (Size or Count) 20 10 R equ ired only whe n the appropriate local authority retains issuing authority. By (x) Date Title (Uni15) DHV DHV Upon the signing of this permit the permittee agrees to the terms and c onditions and refe renced attachments contai ned herein . All construction shall be completed in a n expeditious and safe manner and s hall be fi nished within 4 5 days from Initiation. The permitte d a ccess shall be comple ted in a ccordance wi1h the terms and conditions of the permit pr ior to being used. The pennlttee shall n otify Brad Brophy w ith the Colorado Department o f Transportat ion, telephone nbr. (970) 248-7360 at feast 48 hours prior to commenc ing constructio n within the State H i ghway right-of-way. T he per.ioo signing as the permittee must be the owner °' legal repnisentatiw of the property served by the permitted access and have full authority to acceQt the permit and its t enns and conditions Date~} r 7 -r -> -o Pennlttee Sign (x) This permi t is not val id un til signed by a du ly aulhoriL.ed re presen tative or the Departm ent. COLO DO DEPARTMENT OF TRANSP ORTATION By (X) Req\Ared: 1.R9ilion 2Appllconl 3.Slafl' A.cress Section Make copies u necessaiv tor: Prwious edition5 are obsolete and may not be ll9ed l..cc8I ~hority lnspec10< B~ Brophy C OOT Form •101 8101 MTCE Pa-.rol Ttallic E ~r 09-2 Dave Jaclcson Slat• Highway Access Permit Form 101, Page 2 The following paragraphs are excerpts of lhe Slate Highway Access Code. These are prollided for your convenienea but do not alleviate comphance with all sections of the Access Code. A copy of the State Highway Access Codo is available from your local issuing au lhorlly (local govemmenl) or Iha Colorado Dopertmenl of Transportalion (Oopartmen l ). When lhis permll was Issued, lhe Issuing authorlly made ils decision based In part on lnformallon submilled by the applicant, on the access calegory Y.hich is assigned lo the highway, whal altemalive access lo other public roads and slreets is available, and safe ly and design standards. Changes In use or design nol approved by the permit or lho Issui ng authority may causo tho revocaion or suspension of lhe permit. APPEALS 1. Should lhe pormitlee or opplicanl object to lhe donlal of a pormit application by the Department or Object to any or the lerms or conditions of a permll placed there by the Department, l he appUcanl and pormlttee (appellant) have a righl 10 appeal the dods1on to the (Transportation) Commission (of Colorado). To appeal a decision. submtt a request for admlnlslralive hearing 10 Iha TransportaUon Commission of Colorado wilhin 60 days of lransmiltal or ootice of denial or lransmittal of lhe permil for signaluro. Submit the requ ost lo tho T ransporta lion Commission of Colorado, 4201 Easl Mansas Avenue . Denve1, Colorado 80222-3400. The requesl shall include reasons for the appeal and may 1ncludo changos, revisions. or conditions lhat would be acceptable to the permltloe or applicant. 2. Any appea l by lhe applicant or p0tmittee of ec~on by a 1~1 Issuing authorily shall bo filed wilh the locol authority and be conslslenl with the appeal procedures of the local aulhorlly. 3. In submilling Iha requosl for admlnislrallve hearing. the appollant has tho opllon of Including wilhln tho oppeal o requesl for a review by the Department's lnlemal admlnlslrative 1eview commillee pursuant lo (Codel 1ubsection 2.10. When such commiltee review Is requested, processif"g of the appeal for f01T11al administraUve hearing, 2.9(5) and (6), sha ll be suspended unlil th o oppell anl nolifios Uie Commission lo procood with lho administrative hoar1ng, or the appellant submits a requesl to Iha Commission or lhe adminislraUve law judge lo withdraw lhe appeal. The two administraUve processes, the Internal administrative review committee, and the administrative hearing, may not run concurrenlly. 4 Regardless of any communicalion.s, meelings. administraUve reviews or negoliations with the Department or the internal adm1nistrallve reviow Commiltee regarding revisions or objections to Iha permit or a denial. If the permlttee or applicant wishes 10 appeal tho Departmenl's decision l o lho Commission fo1 a hearing, the appeal musl be broug ht to the Commission within 60 days of transmittal of ootiC8 of denial or transmittal of Iha permit_ PERMIT EXPIRAT ION 1. A permit shall be considered expired If the access Is not under construction within one year of the permit issUe dale or before the exPiration of any authorized exlension. When the permllloe is unable to convnence construction within one year aflor lhe permil issue date, the pormflee may request a ono year utenslon from lhe Issuing aulhorily. No more lhan two one-year exl<msions may be granled under any circumstances. If the access is not under construction within lhree years from dale of issue the permil wil be considered expired . Any requesl for an extension musl be in wnting and submilled to the Issuing aulhorily before lhe permll expires. The request should stale lhe reasons why the extension Is necessary. when construcllon is anliclpaled, and include a copy of page 1 (face of permit) of the access permil. Exlension approvals shall be In writing. The local issuing authorily shall obtain the concurrence or the Depa11ment prior 10 the app<oval of an extension, and shall nolify the Departmenl of all denied exlensions wilhin ton days. Any person wishing to reeslablish an access permit lhal has expired may begin again with lhe applical lon procedu res. An approvod Notice lo Proceed. aulomaticany renews Iha access permit for the period of the Notiea 10 Proceed CO NSTRUCTION 1. Conslruction may ool begin unlit e Nolice to Proceed Is app<oved. (Cooe subsection 2.4) 2. The conslructlon of lho access and its appurtenances as required by lhe 1orms and conditions of lhe permil shall be completed al the expense of the permlllee excapl as provided In subsocllon 2.1 4. All melorials used In the constructlon of Iha aco:ess within the highway right-of-way or on permanent easemenls, become public property. Any malerlals removed from the highway righl-of-way will be disposed of only as directed by the Department All fencing . guard rail, l raffic conlrol devices and olher equipment and ma lorla ls removed In lhe course o f access cons lrucllon shall be given lo lhe Department unless olherwlse inslructed by the permil ot the Department Inspector. 3. The permitteo shall notify the Individual or lhe office speclflod on Iha permll or Notice to Proceed at leasl two working days prior lo any construction wllhln stale highway rig hi-of-way. Construction or the access sha ll not proceed unbl both Iha access pe<mit and lhe Notice to PToceeo are issued. The access shan be compleled 1n an expeditlous and safe manner and shall bo finished wilhin 45 days from Initiation or construction wllhln Iha highway rlghl-of·way. A conslruclion lime extension not to exceed 30 working days may be requested from lhe individual or office specified on the permil. 4. T he Issuing aulhoril y and the Dopartmen l may lnspecl the access during conslruction and upon completion of the access to ensure that all lerms and condruons of the permil are met. Inspectors are authorized to enforea the condlbons of the permil during conslruction and to hal any aclMUes within slate right-of-way that do oot comply wilh the provisions of tho permit. thal conflicl with concurren l highway conslruction or malnlenance worll, lhal endanger highway property. nalural or cullural resources p<otecled by law, or the health and sa fely of workers or Iha publ ic. 5. Prior lo using Iha access, the permillee Is required to complele the construction accordlng 10 lho lerms and condlllons of the permit. Failure by Iha permillee lo abide by all permll terms and conditions shall be suffi cienl cause for the Department or issuing authority lo lnlliale action lo suspend ot revol<e the parmll and close lhe access. If In lhe delerminalion of the Departmenl °' issuing authority the failure lo ::omply with or complale the construction requlremenls of lhe permit creo le a highway safely hazard. such shall be sufficient cause for the summary suspension of the permil. If the permlttee wishes l o use the access prior to completion, arrangements must be approved by l he issuing authority and Departmenl and Included In the perm". The Department or Issuing aulhorlly may order a helt lo any unauthorized use of the aceass pursuant lo stalulory and regulatory powers. Reconstruction or improvemenl of lhe accoss may be required when the permillee has failed 10 meet rewired specifications of de sign or materials. If any construction element falls within two years due to Improper construction or malarial specificallons, the permlttee shal l be responsible for all repairs. Failure lo make such repairs may re;ull in suspension of the permit and closure of lhe access . 6. The permittee shall provide construcUon lraffic conlfol devices al all times during access construction. 1n conformance with Iha M.U.T.C .D. as required by section 42-4-104, C.R.S., as amended , 7. A utittly permit shall be obtained for any ulihly work within highway righl-of-way. Where n&C<1ssary lo remove, relocate, or repai r a traffic oonlrol device or public or private utilities for the construction of a permitted access, lhe relocation, removal or ropair shall be accornpli shod by the permlttto without coa l lo the Ooponmen1 or Issuing authority, and at the direction of lhe Departmenl or ulillty company. Any damage lo the slale highway or other public right-of-way beyond that which Is allowed in the permit shal be repaired immediately. The permlttee is 1esponsible for the repair or any uUlily damaged In the course of access construction . reconstrucllon or repair . 8. In the evenl ~ becomes necessary lo remove any right-of-way fence, Iha posts on either side of the access shaD be soC\Jrely braced with an approved end posl before the lance is C\JI lo proven! any slacldng of Iha remaining fence. All posts and wire romoved are Department property and shall be turned ovor lo a reprosontativo of t.he Dopartment. 9. The permittee shal ensure thal a copy ol the permit Is availlble for rolliow at lhe construction silo at all limos. The permll may roqulre Iha conlractor lo nollfy Iha Individua l or otf1ce specified on tho permit al any specified phases in construction lo allow lhe field Inspector lo Inspect various aspects or conslruclion such as conc1e1e forms. subbase, base course compaction, and malerials specifications. Minor chan~es and additions may be otdered by the Department CK local authority field lnspeclor to meal unanlicipaled sile condtlions. 10. Each access shall be conslructed In a maMer that shall nol cause waler 10 enlor onto the roadway or shoulder, and shall no! Interfere with the existing drainage 1ys1em on the right-of-way or any adopted municipal syslem and drainage plan .. 11 . By accepting tho pwmit. permitteo agrees to save, Indemnify, and hold harmless lo the extenl allowed by law. lhe Issuing au lhorily, lhe Department. ilS officers. and employees horn suits, actions. claims of any typo or characler brough t because or injuries or damage sustained by any person resulting from the perm lltee's use of l he access permit during Iha construction of Iha access. CHAN GES IN ACCESS USE AND PERM IT VIOLATIONS 1. 11 ls tho responslbllily or lhe property owner and permillee IO ensure lhal the use of l he access lo lhe property Is oot In violallon ol lhe Code. permit lerms and conditions or the Act The lerms and conditions or any permit are binding upon all assigns. succassors-ln-lnleresl, heirs and occupants. If ary slgnifie-0nt changes are made or wil l be made In tho use of the property which will affecl access operation, lraffic vdume and or vehicle lype, Iha permillee or property owner shal conlacl Iha local Issuing aulhonty or the Departmenl to delemune if a new access permit and modifications to the access are required . 2. When an access Is conslructed or used In vtolation of lhe Code , sec1ion 43-2-1 4 7(5)(c). C.R.S .. of the Acl applies. The Department or issuing authonly may summarily suspend an access permil and immedialely order closure of lhe access when 111 conllnuod use prosenls an lmmedlole lhreal 10 public health, welfore or safoty. Summary suspension shall comply with article 4 of lllle 24, C.R.S. MAINTENANCE 1. The permlltee, hi s or her heirs, successors-ln-inleresl , assigns. and occupan ls or lhe property serviced by lhe access shall be responsible for meeting the terms and condillons GI lhe permll. the repair and mainlenance of the access beyond the edge of the roadway Including any caldt guard and gale. and Iha removal or Clearance or snow or Ice upon lhe access even though doposlled on Iha access In the course of Do partmont snow removal ope rations. Within unincorporaled areas the Department will keep acc.ss culverts clean as part of maintenance or the highway drainage syslem. However. the permittoe It responsible for Iha repair and replacemenl of any access·rolated culverts within the righl-of-way. Wllhin lncorpo<ated areas. drainage responsibilities for municipalities aro determined by sta tute and IOcal ordinance. T he Department will maintain the roadway including auxiliary l anes and shoulders, oxcepl In thoso cases where lhe access lnslaUatlon has Jalled due lo impiopet access conslruction and/or failure to follow permil requirements end speclficaUons In Which case the permittee sha ll bo responsible for such repa ir. Any signlficanl repairs such as culvert repla cement , resurfacing, or changes in design or specifications. requires aulhorizalion from lhe Department. STATE HIGHWAY ACCESS PERMIT 307041 Located on Highway 006M near RP 67.7 Right Issued to Specialty Restaurants TERMS AND CONDITIONS March 24, 2007 1. This access is o nly for the use and purpose stated in the Application and Permit. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1 ), and is based in part upon the information submitted by the Permittee . The temporary portion of this a ccess permit (Temporary Drilling Operation) will expire 3/24/08, following the expiration this_access wi ll serve as a Gas Well Mainenance access. Any subsequent relocation, r econstruction, or modifications to the access or changes in the traffic volume or traffic nature using the access shall be requested for by means of a new application. Any changes causing non -compliance with the Access Code may render this permit void, requiri ng a new permit. 2. This access shall be constructed 24-30 feet wide with t urnin g radii to accommodate the minimum turning rad ius of the largest vehicle or 50 foot, whichever is greater. The turning radius shall be measured from the white line on the Hwy to the edge of the driveway. 3. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet from the edge of roadway. Side slopes shall be at a 4:1 slope on the driveway. The driveway shall slope away from the highway at a -2% grade for the first 20 feet of driveway. This design shall be in conformance with section 4 of the State Highway Access Code, 2CCR 601-1. 4. Materials. Placing and Compaction of Driveway: Unless the applicant has approval from t he Access Manager which may state otherwise, the following will be re quired for driveway construction. As a minimum the materials for this driveway shall include; Sub-base: class 3 gravel placed in 6 inch lifts, Base: 8 in ches of c lass 6 gravel in two 4-in ch lifts, Surface: 4 inches of pavement in two 2 inch lifts. Compaction of the subgrade, embankments and backfi ll shall comply with section 203.08 of the Colorado Highway Standard Specifications for Road and Bridge Construction. 5. The access shall be surfaced in accordance with Section 4.7 of th e Access Code immed iately upon completion of earthwork construction and p rior to use. This access shall be hard surfaced in accordance w ith Section 4. 7 of the Access Code a minimum distance of 50 feet from the traveled way or to the COOT Right-of-Way. Where the hard surface is to abut existing pavement, the existing pavement shall be saw cut and removed a minimum of one foot back from the existing edge for bituminous , or until an acceptable existing cross slope is achieved. Surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than existing highway conditions. 6. A 24-inch minimum culvert with protective end treatment s shall be required for this access. The culvert sha ll be kept free of blockage to maintain proper flow and drainage. 7. A Notice to Proceed , COOT Form 1265, is required before beginning construction on the access or any activity within the highway Rig ht-of-Way . To receive the Notice t o Proce ed the applicant shall submit a complete packet to COOT w ith the foll owing items: (a) A cover letter requesting a Notice to Proceed, and the intended date to begi n construction. (b) Construction Plans Stamped (1 1"x 17" with a minimum sca le of 1" = 50 ') by a Colorado Registered Professional Engineer in full compliance with the State Highway Access Code The plan shall provide: i) Plan view with driveway dimensions -turn radius, width, slope, gates, etc. STATE HIGHWAY ACCESS PERMIT 307041 Located on Highway 006M near RP 67.7 Right Issued to Specialty Restauran ts TERMS AND CONDITIONS (cont.) March 24, 2007 ii ) Typical road section -existing and proposed sub base, base, pavement, and shoulder dimensions. iii ) Centerline profile of the access/Hwy connection showing depths, driveway slope, etc. (c) Certificate of Insurance Liability as per Section 2.3(11 )(i) of the State Highway Access Code. {d) A certified Traffic Control Plan in accordance with Section 2.4(6 ) of the Access Code. The Traffic Control Plan shall provide accessibility features to accommodate all pedestrians including persons with disabilities for all pathways during construction. 8. No drainage from this site shall enter onto the State Highway trave l lanes. The Permittee is required to maintain all drainage in excess of historical flows and time of concentration on site . All existing drainage structures shall be extended, modified or upgraded , as applicable , to accommodate all new construction and safety standards, in accordance with the Department's standard specifications . 9 . Open cuts, which are at least 4 inches in depth , within 30 feet of the edge of the State Highway traveled way, will not be left open at night, on weekends, or on holidays, or shall be protected with a suitable barrier per State and Federal Standards. 10. Nothing in this permit shall prohibit the ch ief engineer from exercising the right granted in CRS 43-3-102 Including but not limited to restricting left hand turns by construction of physical medial separations. 11. The Permittee is responsible for obtaining any necessary additional Federal, State and/or City/County permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. Permittee is also responsible for obtaining all necessary utility permits in addition to this access perm it. 12. All workers with in the State Highway right of way shall comply with their employer's safety and health policies/procedures, and all applicable U.S. Occupational Safety and Health Administration {OSHA) regulations -including, but not lim ited to the applicable sections of 29 CFR Part 1910 -Occupational Safety and Health Standards and 29 CFR Part 1926 -Safety and Health Regulations for Construction. Personal protective equipment {e.g. head protection, footwear, high v isibility appare l, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. 13. The Permittee shall provide accessibility features to accommodate all pedestrians including persons with disabilities for all pathways during and after construction. 14. The permittee is required to comply with the Americans with Disabilities Act Accessibility Guidelines (ADAAG) that have been adopted by the U.S. Architectural and Transportation Barriers Compliance Board (Access Board), and incorporated by the U.S. Attorney General as a federa l standard. These guidelines are defining traversable slope requirements and prescribing the use of a defined pa ttern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: http://www.dot.stat e.co.us/DesignSupport/, then click on Design Bulletins. 15. When it is necessary to remove any highway right-of-way fence , the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with STATE HIGHWAY ACCESS PERMIT 307041 Located on Highway 006M near RP 67.7 Right Issued to Specialty Restaurants TERMS AND CONDITIONS (cont.) March 24, 2007 the Department's M-607-1 standard, before the fence is cut, to prevent slacking of the remaining fence. All materials removed shall be returned to the Department. 16. It shall be the responsibility of the Permittee to maintain adequate site distance for this driveway. Trimming of vegetation or trees to maintain adequate site distance is the sole responsibility of the permittee. 17. Any damage to present highway facilities including traffic control devices shall be repaired i mmediately at no cost to the Department and prior to continuing other work. 18 . During access construction no construction personnel vehicles w ill be permitted to park in the state highway right-of-way. 19. If the access has a gate across it, the gate shall be set back far enough from the highway so that the longest vehicle using it can clear the roadway when the gate is closed. 20. Any mud or other material tracked or otherwise deposited on the roadway shall be removed daily or as ordered by the Department inspector. If mud is an obvious condition during site construction, it is recommended that the contractor build a Stabilized Construction Entrance or Scrubber Pad at the intended construction access to aid in the removal of mud and debris from vehicle tires. The details of the Stabilized Construction Entrance is found in the M & S Standards Plan No. M-208-1. 21. A fully executed complete copy of this permit and the Notice to Proceed must be on the job site with the contractor at all times during the construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 22. No work will be allowed at night, Saturdays, Sundays and lega l holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 23. The access shall be completed in an expeditious and safe manner and shall be completed within 45 days from initiation of construct ion withi n State Highway rig ht-of-way or in accordance w ith written concurrence of t he Access Ma nager. All construction shall be completed in a single season. 24. All costs associated with any type of utility work w ill be at the sole responsibility and cost of the permittee and at no cost to COOT. 25. Areas of roadway and/or right-of-way disturbed during this installation shall be restored to their original conditions to insure proper strength and stability, drainage and erosion control. Restoration shall meet the Department's standard specifications for topsoil, fertilization, mulching , and re-seeding. 26. Upon the completion of the access and prior to any use as allowed by this permit, th e applicant shall notify the Access Manager by certified ma il within 10 days to request a fina l inspection. Th is request shall include certification that all materials and construction have been completed in accordance with all applicable Department Standards and Specifications; and that the access is constructed in conformance with the Sta te Highway Access Code, 2 CCR 601-1 , including this permit. The engineer of record as ind icated on the construction plans, shall be present for this inspection. The access serviced by this permit may not be opened to traffic until written approval has been given from the COOT Access Manager. TYPICAL FLUMED STREAM CROSSING Sand Bag and Plastic Dam Stream Bank Flume Pipes (No. Dependent on Flow Discharge Hose Topsoil Driveable Berm Sediment Barriers Topsoil <-----50' ------'"-! Dewater Structure NOTES: 1. Install all BMPs in accordance with tvoical drawings in the Stonnwater Management Plan. 2. Safety fence to consist of plastic weobed fencing. 3. Follow all general and special conditions in the COE Nationwide 12 Penni!. 4. Reciaim all disturbed areas according to the Reclamation Plan. 5. Observation points will be placed as necessary in the field. Sediment Barriers Sand Bag and Plastic Dam Temporary Equipment Crossing Bndge LEGEND • • -16-inch Proposed Logan Wash Project Construction Right-of-Way Temporary Construction Right-of-Way i0MfhJ Temporary Extra Workspace .. --·-·-· ! i Tax Parcel Boundaries ·-·-·-·-" /\/ Slream Access Road Straw Bales @ Straw Wattles Drivable Berm @ Silt Fence© Safety Fence Construction Entrance Pad NO. DATE 3-20-09 04-22-2009 REVISIONS BY DESCRIPTION EE ISSUED FOR DRAFT REVIEW EE ISSUED FOR REVIEW W.O. NO. CHK. A.PP. MAB MAB MAB MA.B LOGAN WASH 16-INCH NATURAL GAS PIPELINE PROJECT ENVIRONMENTAL ALIGNMENT CONN CREEK CROSSING STA. 201 +28.3 DRAWN BY: JST DATE: 01-FEB-2009 ISSUED FOR BID: CHECKED BY: JST DATE: 01-FEB-2009 ISSUED FOR CONSTRUCTION: APPROVED BY: EE DATE: 01-FEB-2009 DRAWING EE0901 005 1-------+-------~NUMBER: - $DATE$ 24x36 SCALE:1 Inell = 100 Feet SHEET OF Sec. 28 -SE 1/4-EnCana OIL & GAS (USA) INC. LOCATION SURFACE USE AREA & ROAD RIGHT-OF-WAY ROAD RIGHT-OF-WAY DESCRIPTION I A 30' WIDE RIGHT-OF-WAY 15' ON EACH SIDE OF lHE FOLLOWING DESCRIBED CENlERUNE. BEGINNING AT A POINT IN lHE NE 1/4 NE 1/4 OF SECTION 33, T7S, R96W, 6th P .M. WHICH BEARS SOJ"21 '31 •w 789.89' FROM lHE NORlHEAST CORNER OF SAID SECTION 33, lHENCE sa1·40•14•w 17.BO' TO A POINT IN lHE NE 1/4 NE 1/4 OF SAID SECTION 33, WHICH BEARS S04'37'02"W 793.69' FROM lHE NORlHEAST CORNER OF SAID SECTION 33. lHE SIDE LINES OF SAID DESCRIBED RIGHT-OF-WAY BEING SHORlENED OR ELONGAlED TO MEET lHE GRANTOR'S PROPERTY LINES. BASIS OF BEARINGS IS A G.P.S. OBSERVATION. CONTAINS 0.012 ACRES MORE OR LESS. SURF ACE USE AREA DESCRIPTION BEGINNING AT A POINT IN lHE NE 1/4 NE 1/4 OF SECTION 33, T7S, R96W, 6th P.M. WHICH BEARS s2s•34•11•w 140.02' FROM lHE NORlHEAST CORNER OF SAID SECTION 33. lHENCE S00'06'31•w 751.66'; lHENCE NB9"55'02"W 530.51': lHENCE N00'06'16•E 397.83'; lHENCE N56'23'26•E 637.84' TO lHE POINT OF BEGINNING. BASIS OF BEARINGS IS A G.P.S. OBSERVATION. CONTAINS 7.000 ACRES MORE OR LESS. LINE TABLE LINE BEARING LENGlH L1 sa1·40·14·w 17.BO' L2 s25·34•11 ·w 140.021 ., ·Si ~ I NOlE: BEGINNING STA. 0+00 BEARS SOY21'31"W 789.89' FROM lHE NORlHEAST CORNER OF SECTION 33. T7S, R96W, 6th P .M. ENDING STA. 0+17.80 BEARS so4•37•02·w 793.69'FROM lHE NORlHEAST CORNER OF SECTION 33, T7S, R96W, 6th P .M. RIGHT-OF-WAY LENGTHS PROPERTY OWNER FEET ACRES RODS SPEQALTY RESTAURAN1S CORP. 17.80' 0.012 1.079 STOa<TON RESTAURAN1S CORP. I ON FEE LANDS (For OFFICE & YARD SITE) LOCATED IN SECTION 33, T7S, R96W, 6th P.M. RIO BLANCO COUNTY, COLORADO 11182 Mtm. c. 1.4'0..,,"' r;,-d stwl Po.t. £-WF~ Lot: .111. 401201 Long: 108. 105061 St1etion Lint1 SCALE S89"28'5J•w -2595.521 (Meas.) --~ / I I' ~ l 1 " Centerline of Proposed 1 ] \ Rood Right-of Woy I ti: I I ~ END OF PROPOSED I ! s 1/4 Col' Sec 27 11112~ a. 0.2' High. £-W F9flCltl/N Lot: .J!l.40t2tl4 Lang: 10/l. O!ISlllJ!I ROAD RIGHT-OF-WAY-~-.......,..&cil !& STA. 0+ 17. 80 \ ,, -.......,..;...~_BEGINNING OF PROPOSED ;;; (At Edg f Sl 'ffac u. A ~ ,, %;-ROAD RIGHT-OF-WAY SURFACE USE AREA Off/CE ct' YARD SITE- } i1 , oo ~ • \ ~;;;/' v~~Acx1~"/;,,~~oadJ ~~ 1 I / SEE DETAIL ~ ~--~._ ~~ N89'55'02"W 530.51' ? I • RIGHT ' ...... I ~ CERTIFI Exist. FtN1ctllin11 ~~ 11 ,_ lHIS IS TO CERTIFY lHAT lHE ~~~~~~ Contains 7.000 Acrt1s ~~ I I DETAIL FJELD NOTES OF ACIUAL su ~"' I SUPER'JISION AND lHAT lHE ,Ji. ~? I SPlfCIM.TY RBS'l'AURANTS CORP. ~ -t!9~~ Exist Road,J 1 NO SCALE EST OF MY KNOM.EDGE AND S'l'OClrl'ON RBS'l'AURAN'l'S CORP. 1{~? . 15 -..Jl~~~:Ll~~J ·s~? "" f,J~"' ~::::.===::;=======::::ii"' ~- -NE 1/4-tLJ..6 StJCtion Lint1 VEYIHG 86 SOUTH -200 BAST • {486) 789-1017 VERNAL. 'UTAH -84078 BASIS OF BEARINGS BASIS OF BEARINGS IS A G.P.S. OBSERVATION. A_= SECTION CORNERS LOCA lED. Sec. 33 Colonulo Riwr -0 ...J ci -SCALE 1· -300' PARTY B.H. G.O. '11EATI-IER COLD D.R.B. DATE 04-15-08 REFERENCES G.LO. PLAT FILE 4 8 7 7 6 Sec. 28 -SE 1/4-EnCana OIL & GAS (USA) INC. LOCATION SURFACE USE AREA & ROAD RIGHT-OF-WAY ROAD RIGHT-OF-WAY DESCRIPTION I A 30' WIDE RIGHT-OF-WAY 15' ON EACH SIDE OF lHE FOLLOWING DESCRIBED CENlERUNE. BEGINNING AT A POINT IN lHE NE 1/4 NE 1/4 OF SECTION 33, T7S, R96W, 6th P .M. WHICH BEARS SOJ"21 '31 •w 789.89' FROM lHE NORlHEAST CORNER OF SAID SECTION 33, lHENCE sa1·40•14•w 17.BO' TO A POINT IN lHE NE 1/4 NE 1/4 OF SAID SECTION 33, WHICH BEARS S04'37'02"W 793.69' FROM lHE NORlHEAST CORNER OF SAID SECTION 33. lHE SIDE LINES OF SAID DESCRIBED RIGHT-OF-WAY BEING SHORlENED OR ELONGAlED TO MEET lHE GRANTOR'S PROPERTY LINES. BASIS OF BEARINGS IS A G.P.S. OBSERVATION. CONTAINS 0.012 ACRES MORE OR LESS. SURF ACE USE AREA DESCRIPTION BEGINNING AT A POINT IN lHE NE 1/4 NE 1/4 OF SECTION 33, T7S, R96W, 6th P.M. WHICH BEARS s2s•34•11•w 140.02' FROM lHE NORlHEAST CORNER OF SAID SECTION 33. lHENCE S00'06'31•w 751.66'; lHENCE NB9"55'02"W 530.51': lHENCE N00'06'16•E 397.83'; lHENCE N56'23'26•E 637.84' TO lHE POINT OF BEGINNING. BASIS OF BEARINGS IS A G.P.S. OBSERVATION. CONTAINS 7.000 ACRES MORE OR LESS. LINE TABLE LINE BEARING LENGlH L1 sa1·40·14·w 17.BO' L2 s25·34•11 ·w 140.021 ., ·Si ~ I NOlE: BEGINNING STA. 0+00 BEARS SOY21'31"W 789.89' FROM lHE NORlHEAST CORNER OF SECTION 33. T7S, R96W, 6th P .M. ENDING STA. 0+17.80 BEARS so4•37•02·w 793.69'FROM lHE NORlHEAST CORNER OF SECTION 33, T7S, R96W, 6th P .M. RIGHT-OF-WAY LENGTHS PROPERTY OWNER FEET ACRES RODS SPEQALTY RESTAURAN1S CORP. 17.80' 0.012 1.079 STOa<TON RESTAURAN1S CORP. I ON FEE LANDS (For OFFICE & YARD SITE) LOCATED IN SECTION 33, T7S, R96W, 6th P.M. RIO BLANCO COUNTY, COLORADO 11182 Mtm. c. 1.4'0..,,"' r;,-d stwl Po.t. £-WF~ Lot: .111. 401201 Long: 108. 105061 St1etion Lint1 SCALE S89"28'5J•w -2595.521 (Meas.) --~ / I I' ~ l 1 " Centerline of Proposed 1 ] \ Rood Right-of Woy I ti: I I ~ END OF PROPOSED I ! s 1/4 Col' Sec 27 11112~ a. 0.2' High. £-W F9flCltl/N Lot: .J!l.40t2tl4 Lang: 10/l. O!ISlllJ!I ROAD RIGHT-OF-WAY-~-.......,..&cil !& STA. 0+ 17. 80 \ ,, -.......,..;...~_BEGINNING OF PROPOSED ;;; (At Edg f Sl 'ffac u. A ~ ,, %;-ROAD RIGHT-OF-WAY SURFACE USE AREA Off/CE ct' YARD SITE- } i1 , oo ~ • \ ~;;;/' v~~Acx1~"/;,,~~oadJ ~~ 1 I / SEE DETAIL ~ ~--~._ ~~ N89'55'02"W 530.51' ? I • RIGHT ' ...... I ~ CERTIFI Exist. FtN1ctllin11 ~~ 11 ,_ lHIS IS TO CERTIFY lHAT lHE ~~~~~~ Contains 7.000 Acrt1s ~~ I I DETAIL FJELD NOTES OF ACIUAL su ~"' I SUPER'JISION AND lHAT lHE ,Ji. ~? I SPlfCIM.TY RBS'l'AURANTS CORP. ~ -t!9~~ Exist Road,J 1 NO SCALE EST OF MY KNOM.EDGE AND S'l'OClrl'ON RBS'l'AURAN'l'S CORP. 1{~? . 15 -..Jl~~~:Ll~~J ·s~? "" f,J~"' ~::::.===::;=======::::ii"' ~- -NE 1/4-tLJ..6 StJCtion Lint1 VEYIHG 86 SOUTH -200 BAST • {486) 789-1017 VERNAL. 'UTAH -84078 BASIS OF BEARINGS BASIS OF BEARINGS IS A G.P.S. OBSERVATION. A_= SECTION CORNERS LOCA lED. Sec. 33 Colonulo Riwr -0 ...J ci -SCALE 1· -300' PARTY B.H. G.O. '11EATI-IER COLD D.R.B. DATE 04-15-08 REFERENCES G.LO. PLAT FILE 4 8 7 7 6 c c 8712812888 )~:29 97052536 27 GAACO RG<>n el<!DGE PAGE 07!05 [J A[Jpl ication for D riv eway Pe r mi t Pi!r.wn Obtaining Ftn11it: Encuna Oil and Gas(USA), Inc Applicat/1m Date: 711812008 County Row! .'"{«mbu: JI)() District: S Ut Penni! Nmnher: GRBOB-D· 7 7 Termination Date: 8128120{)8 ln>prcfor: Bert Garlitz hc:'Cb y ri:quC!b pcrtlli>Si on and authority fro:n the llc•nl of CO'.o:y Co:nmisslo1'crs t<> con5truc t • dri''"''"'Y •PP' oach (c ~l on the r igh t ~f.way off of County Ro1d~ l?OOR South o f CR 300 I Uwy 6 & 14, loc.>ted en the~ $'.ido ofro:id for th<: purpose of oblair.ine ;:<:ecss w pro?<:rty. Applic•n< sit'~m iL< hcrC\l.ith for 1hc comidcntion >.~d epprovn.I ('>f the Bo:IT<I of County Commiosionc:rs, • $ketch o f 1hc pr.orostd insu Ila ti on showini.i: oll ll:c ncccosary specification ~cl•il in.:luding: 1. Fron1aec of lot along r oad . 2 . Dl$tancc from ccntc:rlinc cf ro2d to property line. :;. ~lln\bcr <'fd:ivc"">~ requested .1. Widt:lofp<oposed dri\'l!\v:J)~ and angle of approach. S. Dh12nec from drivc,vay 10 road intc:-sc:ction, if •ny. ·· . i;, Siu: >.nd ~fmpc of area •cp•1 .. r;ng dri•'<"Y.IY'J if more tlun one opproacb. . , 7. S <.tl!•c~ dist:ncc ofbci!ding(s) nnd other srruchu-c itn?"'v<mcols. .. . .• 8. No vnlO&ding ?f cqolpmCJ.\t on 04un~/ road, ~ny cbmage emsod to co unty :o•d will bc-:q><.ircd •I scbdiv1 sion C.•J>OlSC . 9. R~pons\IJ!c fer two year~ from the d•te of c<mtplci:on. ~o~ral P r ovi$ions I) The appli~nl rc;ircsc n ~ oll parties in Jo!crc!l, a'>d affinns that the dr1"cway oppmocl: (cs) is to be co nstrut:cd b> him !o1 the bon> fide putpMC of Stwring •ccc..>s to his property and not (or :he pW1JO "' of do ins businc<s 0< s cnicing vehicles on L~cro•d right ~fwoy . 2) The opplicant ihall fumi •h all labor 1md ITT.ltcri •h. perform ;II woik. 3Sld fl1LY all cos:s in conne<:tion wiU1 Ill< co:istruclion of the c.Uiv1'W•)'(S). A:r wori< s lu.l l l>c completed within 1hfr~ (30) d >ys of the pcnnit d•t<:. 3) The 1YJ>C of cQ11sm;c1ion •h •ll be o.< ~sign.red a"dlor Gp;>:<>vod by the Boml o f C o unty Co:nmissiur.crs or th eir reprct«nt31h'C •od al i motrnal s use<! shall be of satisfacto ry quality 1nd su>j cc t 10 inspec:io:i .,d app1<wa l o f the BoaJd of C'.ounty Commtssioncn or their rcprc=totivc. ~) Tnc ::-<vi:li n g pub lic shall be proreetcd during the inil•llati on wtlh proper w•m•ni; >it;:U .nd s icmls ac,d the Bo aro of Cou.-iry Commissio:-.et$ tr,d thci< d uly appoio1ed ager.ts Md crnplo)'Ce sh31! be held ~.M:nlcss •saio~1 any :ittion fo ' pa-sooal injury or property damage susmincd by •ny r CJson of the cxerci;< o!'lh~ Pcmll~ S) The AFJ>licant llhall .&S$umc rcsponsi':>itity for the rtmov•I or cleJ>r.m:c of snow, ice. o r ~leet upon >r.y po.-tion G( the drh'Cwoy npproach (<$)even thoosh dcpo;i:td on the d rfr<"'ll)'(s} in the course of the County >now rern e val ~l ion~. INSET "A" SCALE: 1" = 25' \. \ \ \ I INSET "D" SCALE: 1" = 50' INSET "B" SCALE: 1" = 25' LINE TABLE LINE BEARING LENGTH L1 N52°55'11 'E 94.46' L2 N27"33'11 'E 22.05' CURVE TABLE CURVE I DEL TA I RADIUS I ARC I CH . BEARING I CHORD Cl I 25°22'00' I 120 .0 0' I 53.13' I N40 •t4'11 'E I 52.70' INSET"C" SCALE: 1" = 25' 0 100 r---..--i / TBS R96W '° m zz DD --,_ ,_ u u w w " " I I I I I I I I I I I I I EAST114 CORNER SECTION6 I I I I I I I I I I I I I I /."' I~ I ··v I ,/ef I~ /~ I I I I I I I I I I I I I I I I I I \SEE . JNSET"C" \-Z,. / ·~ 0 I I I I I I& I r\i I !b' I~ I " I I I ~ o.+ I I "' I ~- I I • I I I I I I I I I I i I SEE /NSET"B" . ...._ \ I I i - LEGEND VICINITY MAP SCALE: l" = 4000' FOUND 3-1/4" ALUMINUM CAP ON A 3" ALUMINUM POST SET BY THE BLM IN 1987 -x---:x ---4 STRAND BARB W1RE FENCE 7' CHA IN LINK FENCE WITH BARB WlRE --LEASE LINE CALCULATED FROM EAST 1/4 CORNER OF SHOWN SECTION 6 ASPHALT ROAD .··.· .. -' ·... ·. ·. ·. . ·: .. GRAVEL ROAD ........ · ·. ·.:·: ... . · ...... · .. ·. ·,'•,"· ,'•,'·. NOTES: 1. No research of County Clerk's records was mode or provided with this survey. The description of the shown lease parcel and access was obtained from a plat prepared by Uintah Engineering and Land Sruveying for Encona Oil & Gas (USA) Inc., doted April 1, 2008 as Fi le 48749. 2. The Basis of Bearings for this survey ls referenced to the lln e from the South i Corner of Section East i Corner of Section 6 as bearing N 43" 41' 42" E, monumented as shown hereon. IMPROVEMENT LOCATION CERTFICATE 6 to the I hereby certify that this improvement location certificate was prepared for Enterprise Products, Inc., that it is not o land survey plot or improvement survey plot, and that it is not to be relied upon for the estab li shment of fence, building, or other future improvements llnes. I further certify that the improvements on the above describ ed parcel on this date, April 10, 2009, except utility connections, ore entirely within the boundaries of the parcel, except as shown, that there ore no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent visible evidence or sign of any above ground easement cros · urdening any port of said parcel. l>-oO REG; o<?-#.-····· .. ~r(': :.... .·\,O C. At:::".·· 1> 13,:~~ 1---i:·~ •O ?'-• -uio: 31 065 m:a: ~\ <f/ti_/oq !£ '\'\• (I "(' '!!! ~"'"~· .. ~c~,. (307) 362-5028 1414 ELK ST., ROCK SPRINGS, WY 82901 IMPROVEMENT LOCATION CERTIFICATE FOR ENTERPRISE PRODUCTS, INC. PIPE STORAGE LEASE PARCEL SITUATE JN NW~ OF SECTION 5 & NE~ OF SECTION 6, T. 8 S., R. 96 W., 6th P.M. GARFIELD COUNTY, COUNTY, COLORADO REVISED: NA ORA WN: 4110109 • RCR DRG JOB No.• 17293 SCALE: 1"= 100' EXHIBIT1 INSET "A" SCALE: 1" = 25' \. \ \ \ I INSET "D" SCALE: 1" = 50' INSET "B" SCALE: 1" = 25' LINE TABLE LINE BEARING LENGTH L1 N52°55'11 'E 94.46' L2 N27"33'11 'E 22.05' CURVE TABLE CURVE I DEL TA I RADIUS I ARC I CH . BEARING I CHORD Cl I 25°22'00' I 120 .0 0' I 53.13' I N40 •t4'11 'E I 52.70' INSET"C" SCALE: 1" = 25' 0 100 r---..--i / TBS R96W '° m zz DD --,_ ,_ u u w w " " I I I I I I I I I I I I I EAST114 CORNER SECTION6 I I I I I I I I I I I I I I /."' I~ I ··v I ,/ef I~ /~ I I I I I I I I I I I I I I I I I I \SEE . JNSET"C" \-Z,. / ·~ 0 I I I I I I& I r\i I !b' I~ I " I I I ~ o.+ I I "' I ~- I I • I I I I I I I I I I i I SEE /NSET"B" . ...._ \ I I i - LEGEND VICINITY MAP SCALE: l" = 4000' FOUND 3-1/4" ALUMINUM CAP ON A 3" ALUMINUM POST SET BY THE BLM IN 1987 -x---:x ---4 STRAND BARB W1RE FENCE 7' CHA IN LINK FENCE WITH BARB WlRE --LEASE LINE CALCULATED FROM EAST 1/4 CORNER OF SHOWN SECTION 6 ASPHALT ROAD .··.· .. -' ·... ·. ·. ·. . ·: .. GRAVEL ROAD ........ · ·. ·.:·: ... . · ...... · .. ·. ·,'•,"· ,'•,'·. NOTES: 1. No research of County Clerk's records was mode or provided with this survey. The description of the shown lease parcel and access was obtained from a plat prepared by Uintah Engineering and Land Sruveying for Encona Oil & Gas (USA) Inc., doted April 1, 2008 as Fi le 48749. 2. The Basis of Bearings for this survey ls referenced to the lln e from the South i Corner of Section East i Corner of Section 6 as bearing N 43" 41' 42" E, monumented as shown hereon. IMPROVEMENT LOCATION CERTFICATE 6 to the I hereby certify that this improvement location certificate was prepared for Enterprise Products, Inc., that it is not o land survey plot or improvement survey plot, and that it is not to be relied upon for the estab li shment of fence, building, or other future improvements llnes. I further certify that the improvements on the above describ ed parcel on this date, April 10, 2009, except utility connections, ore entirely within the boundaries of the parcel, except as shown, that there ore no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent visible evidence or sign of any above ground easement cros · urdening any port of said parcel. l>-oO REG; o<?-#.-····· .. ~r(': :.... .·\,O C. At:::".·· 1> 13,:~~ 1---i:·~ •O ?'-• -uio: 31 065 m:a: ~\ <f/ti_/oq !£ '\'\• (I "(' '!!! ~"'"~· .. ~c~,. (307) 362-5028 1414 ELK ST., ROCK SPRINGS, WY 82901 IMPROVEMENT LOCATION CERTIFICATE FOR ENTERPRISE PRODUCTS, INC. PIPE STORAGE LEASE PARCEL SITUATE JN NW~ OF SECTION 5 & NE~ OF SECTION 6, T. 8 S., R. 96 W., 6th P.M. GARFIELD COUNTY, COUNTY, COLORADO REVISED: NA ORA WN: 4110109 • RCR DRG JOB No.• 17293 SCALE: 1"= 100' EXHIBIT1 > < , ' ... ~ @ "" 28 > 28 ' 28 28 ~ " " " ,T .+ ,+ @) 2407-185-00-181 @ l * ' * <§) ,. 3' ' ,, " ~· "' -@ @) @) ~ 2409 T. 7 S.-R. 96 w. ; •• • ,. ,• •• ,. , . •• ' ••• ~-a IT.OT M • • ,• • •• ..,_ .... • • 2409-273 T.78.-R.981'. SEC. 27 s:w.11• < • ' _, ________ _ • • • • < • < • --llll--- • 2409 SEC~~~/4 T.7S.-R.961J. ; I • ,_ /---+---- -33 I ---•-mc""- ------- .. • ----It(:. 2409 .. ,~~L. T.78.-R.9611'. Ol c c 0 ·~ -0 <( 2169-2 4-00-026 TRACT 86 TRACT 87 TRACT 90 TRACT 91 TRACT 104 6 ,j- TRACT 50 <D 0 I 0 I "' N I "' ... N TRACT 55 TRACT 1 TRACT 84 TRACT 85 TRACT 88 TRACT 89 TRACT 103 6 5 J_ TRACT 49 5 TRACT 52 6 7 2169-214-00-026 TRACT 82 TRACT 80 TRACT 83 TRACT 81 TRA T 42 TRACT 41 TRACT 40 B 2 TRACT 111 TRACT 48 3 ,-1 20 _J 4 29 Adjoining 21 69 A B TRACT 78 TRACT 76 TRACT 7tf- 9 TRACT 79 E F TRACT 75 B TRACT 92 -I 2 ,-1 \_ 10 TRACT 95 TRACT 93 .-+ _J TRACT 109 TRACT 107 TRACT 110 TRACT 108 TRACT 106 XEL 6036 A 114 TRACT 118 TRACT 115 TRACT 113 TRACT 119 6 A TRACT 124 TRACT 122 Lc_~~~~~---c.s'977n:o 28 L ..., TRACT 123 L -, B. L. M. BOUNDARY TRACT 56 L " 0 I 0 0 I N <D "' I "' ... N B TRACT 57 9 ~ 31 10 5 2445-043-00-002 COUNlY ASSESSOR @ B.L.M. 2133 34 TRACT 58 6 6 3 Adjoining 2445 TRACT 71 TRACT 68 TRACT 65 TRACT 72 TRACT 69 TRACT 66 2 7 6 5 B 7 6 l_ 1 1 TRACT 105C TRACT 116 3 23 TRACT 117 A TRACT 120 TRACT 121 013 35 4 5 TRACT 62 X EL. 8435 TRACT 63 B 1 7 _j_ 1 2 36 TRACT 59 TRACT 60 EL. 8379 2411 T. 7 S. -R. 9 7 W. 5 Cil N I LL I I "' (Il ... J, -, - 0 0 z z c:5 c:5 °' °' <{ <{ (.'.) (.'.) z z ~ ~ / 4 OJ 0 "<J- N Ol c c 0 ·~ -0 <( 18 APPROVED~~~--::-:-::c:~--cc::==~~~­ couNrY ASSESSOR 17 16 15 13 14 2445 T.BS. -R.97W. una CODtlenatlon Euement HI!~., 740188 Adjoillins; 2409 2'08-343-0G-173 @) @) @) @ @) <§) 2'08-3Sol-OG-162 ·-· f @ @) @) • m.. lllllD @> @ ~ -• 308 <§) @ '"""'"" @ @ @ @) i • ~ .... <§) @) ........ GARFIELD COUNTY MESA COUNTY 7 B • 10 @:> 12 2447 T.BS. -R.96W.