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HomeMy WebLinkAbout1.11 Traffic StudyCPX Piceance Holdings, LLC 34 S. Wynden Drive, Suite 240 Limited Impact Review Garfield County, Colorado Houston, TX 77056 TPR Well Pad 36A Article 9 Oil and Gas Permit Application Appendix L: Traffic Study kimley-horn.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 December 1, 2022 Mr. Nick Kurtenbach, CEO CPX Piceance Holdings, LLC 34 S Wynden Drive Suite 240 Houston, Texas 77056 Re:Pad 36 Basic Traffic Analysis Garfield County, Colorado Dear Mr. Kurtenbach, This letter documents the results of a basic traffic analysis including trip generation, trip distribution, traffic assignment, and intersection analysis for the proposed Pad 36 project located south of Forest Service Road 824 (FS-824) near Beaver Creek, approximately 10 miles south of Rifle in Garfield County, Colorado. A vicinity map is attached in Figure 1. A conceptual site plan with the project location is attached. Pad 36 is already constructed but requests to drill wells on the parcel. Duration of construction activity for the gas wells are all follows: · Construction: 4 weeks · Drilling: 32 weeks · Completions: 32 weeks · Interim Reclamation: 4 weeks · Production Operations: 30 years Construction is planned to begin in the third quarter of 2023. The peak construction traffic activity is anticipated to occur during the drilling and completions phases, which is anticipated to begin in the first quarter of year 2024. The lifespan of the gas well is 30 years but is typically not anticipated to generate significant trips outside of the construction, drilling, completions, and reclamation activities occurring in the first two years. The drilling and completions activities will have an overlap and are expected to generate the highest volume of trips during these activities; therefore, analysis was conducted for the 2024 year during the peak drilling and completions activity. The purpose of this basic traffic analysis is to identify project traffic generation characteristics to determine potential project traffic related impacts at the nearest proximate intersections with State/Federal Highways or county roads likely to receive traffic impact from the development in accordance with Garfield County standards and requirements. However, there are not any State or Federal Highways near the project site with I-70 being located more than 10 miles from the project site. The nearest county road intersection of CR-320 and CR-317, located approximately nine (9) miles from the project site, was incorporated into this traffic study in accordance with Garfield County standards and requirements. Regional access to Pad 36 will be provided by Interstate 70 (I-70). Primary access will be provided by Rifle-Rulison Road (CR-320), CR-317, and FS-824. Direct access will be provided from a private access along Tepee Park Ranch Road. Pad 36 196635000 Page 2 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 EXISTING ROADWAY NETWORK Rifle-Rulison Road (CR-320) extends mostly in the north/south direction with some intersections oriented with Rifle-Rulison Road (CR-320) as the east/west roadway. Rifle-Rulison Road (CR-320) provides one through lane in each direction with no exclusive turn lanes being provided at any intersections. It has a posted speed limit of 35 miles per hour. Beaver Creek Road (CR-317) extends in the north/south direction, southwest of Rifle-Rulison Road (CR-320). Beaver Creek Road (CR-317) provides one through lane in each direction with a posted speed limit of 35 miles per hour. The intersection of Rifle-Rulison Road (CR-320) and Beaver Creek Road (CR-317) operates with stop control on the northbound Beaver Creek Road (CR-317) approach. The three intersection approaches all provide a single lane shared for all movements. For the analysis, Rifle-Rulison Road (CR-320) was analyzed as the east/west street. An aerial photo that illustrates the existing intersection configuration is below (north is up – typical). Rifle-Rulison Road (CR-320) & Beaver Creek Road (CR-317) The intersection lane configuration and control for this study area intersection is shown in attached Figure 2. EXISTING AND HISTORICAL TRAFFIC VOLUMES Existing weekday morning and afternoon peak hour counts were conducted at the CR-320 / CR-317 intersection on Tuesday, February 8, 2022. The counts were conducted during the morning and afternoon peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. The existing intersection traffic volumes are also shown in attached Figure 3 with count sheets attached. Historical daily traffic volumes provided from Garfield Field Road Pad 36 196635000 Page 3 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 & Bridge indicated that CR-317 had an average daily traffic volume of 768 vehicles per day in 2014 and 102 vehicles per day in 2019 south of CR-320. TRIP GENERATION Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. Trip generation was developed based on user provided information. As stated previously, the peak construction traffic activity overlaps during the drilling and completion phases. The client specified that the trucks associated with the drilling phase occurs heavily during the beginning of the phase and tapers to less trips until the end of the duration. Therefore, the drilling phase is separated into a higher volume of vehicle trips only for the first couple of weeks and trips associated with the completions phase to provide a conservative analysis. The trips are anticipated to operate 24 hours a day for a conservative five days a week. Therefore, the employees in passenger vehicles/pickup trucks were assumed to arrive in two shifts with these beginning and ending in the studied morning and afternoon peak hours to provide a conservative analysis. The trucks are anticipated to be uniformly distributed throughout the day. This approach is conservative given the actual operations and timing of phases may not end up overlapping. The following Table 1 summarizes the estimated peak trip generation for the development (calculations attached). Table 1 – Pad 36 Peak Traffic Generation Use Weekday Peak Vehicles Trips Daily AM Peak Hour PM Peak Hour In Out Total In Out Total Pad 36 Drilling and Completions (Peak Traffic Operations) Passenger Vehicles 60 15 15 30 15 15 30 Trucks 124 3 3 6 3 3 6 Total Trips 184 18 18 36 18 18 36 As shown in the table, during the peak drilling and completion operations, Pad 36 is anticipated to generate approximately 184 weekday daily trips, with 36 of these trips occurring during each of the morning and afternoon peak hours. TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT The distribution of traffic is a means to quantify the percentage of site-generated traffic that approaches the site from a given direction and departs the site back to the original source. It is anticipated that most, if not all, traffic will be to and from the north where the Town of Rifle and access to I-70 are located. Attached Figure 4 illustrates the trip distribution and the traffic assignment for this project by multiplying the project trip generation shown in Table 1 with the trip distribution. TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC Site traffic volumes were added to the background volumes to represent estimated total traffic conditions for the 2024 horizon. The background traffic volumes included a one (1) percent annual traffic growth rate plus traffic associated with the South Leverich 13-09 Pad, Honea 19-05 Pad, and WMC 24-17 Pad. These total traffic volumes for the study area are illustrated for the 2024 horizon in attached Figure 5. A comparison of existing average daily traffic volumes and daily truck volumes to project daily traffic volumes and project daily truck volumes is shown in attached Figure 6. Traffic along CR-317 south of CR-320 is anticipated to increase by more than 20 percent during peak drilling and completions temporary operations; however, the ultimate site operations is expected to increase traffic Pad 36 196635000 Page 4 kimley-horn.com 4852 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 volumes by lower than 20 percent. There are currently very low traffic volumes at the intersection of CR-320 and CR-317, and this intersection has significant reserved capacity to accommodate project traffic. CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes traffic volumes from the addition of the Pad 36 will be successfully incorporated into the existing roadway network. Pad 36 is anticipated to generate approximately 184 weekday daily trips, with 36 of these trips occurring during each of the morning and afternoon peak hours. No improvements or recommendations are anticipated to be needed at the surrounding roadways based on the peak construction period of Pad 36 due to very low traffic volumes currently on CR-317 and CR-320 and this project being a low peak hour and daily traffic generator. If you have any questions or require anything further, please feel free to call me at (720) 943-9962. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Jeffrey R. Planck, P.E. Project Manager 12/01/2022 FiguresFiguresFigures NCORTF NTS 196635000 a. NASR 320) A oe FIGURE 1 PAD 36 GARFIELD COUNTY, COLORADO VICINITY MAP Kimley»»Horn NCORTF NTS 196635000 a. NASR 320) A oe FIGURE 1 PAD 36 GARFIELD COUNTY, COLORADO VICINITY MAP Kimley»»Horn ho” NORTF NTS 196635000 + + hy CA C CR-317 & CR-320 = c Ww re) | > ( LEGEND © Study Area Key Intersection Stop Controlled Approach Roadway Speed Limit FIGURE 2 PAD 36 GARFIELD COUNTY, COLORADO EXISTING GEOMETRY AND CONTROL Kimley»»Horn}+~ 1) | <—5(25) « 6(6) ‘ ( 21(7) > |S co 2(0) | ~ © Ne wy C CR-317 & CR-320 ) Tuesday, February 8, 2022 7:00 to 8:00AM (4:30 to 5:30PM) LEGEND ) Study Area Key Intersection Weekday AM(PM) XXX(XXX) : Peak Hour Traffic Volumes Estimated Daily Traffic Volume FIGURE 3 PAD 36 GARFIELD COUNTY, COLORADO 2022 EXISTING TRAFFIC VOLUMES 3.5 mi /\\ /\ \J \X ho” NORTH NTS 196635000 Kimley»»Horn}+~ 6(6) 5(25) 2(0) 21(7)6(5)1(0)1 DISTRIBUTION (1) >) -— 100% t yy, C CR-317 & CR-320 ) ASSIGN (1) > _— 18(18) L Ne wy C CR-317 & CR—-320 ) LEGEND Entering[ Exiting] XXX(XXX FIGURE 4 PAD 36 (x) Study Area Key Intersection XXF[XX%] yi Distribution Percentage ) Weekday AM(PM) Peak Hour Traffic Volumes XxX,x00] Estimated Daily Traffic Volume XX%__ External Trip Distribution Percentage GARFIELD COUNTY, COLORADO PROJECT TRIP DISTRIBUTION AND’ TRAFFIC = c Ww re) | > ( ASSIGNMENT ho” NORTH NTS 196635000 Kimley»»Horn}+~ 18(18)18(18)1 100%[100%] ho” NORTH NTS 196635000 LA CR-317 & CR-320 aa 3.5 mi /\ \J \X LEGEND ) Study Area Key Intersection Weekday AM(PM) XXX(XXX) : Peak Hour Traffic Volumes Estimated Daily Traffic Volume FIGURE 5 PAD 36 GARFIELD COUNTY, COLORADO 2024 TOTAL TRAFFIC VOLUMES \ Kimley»»Horn}+~ 41(27) 5(25) 2(0) 21(7)27(40)1(0)1 ho” NORTH NTS 196635000 1) | <—5(25) -—- 41(27) ‘ ( 21(7) > |S e 20)" Ne wy C CR-317 & CR-320 ) LEGEND Study Area Key Intersection 2022 Daily Traffic Volume Daily Project Traffic Volume XX,X00} 2022 Daily Truck Volume Daily Project Truck Volume FIGURE 6 PAD 36 GARFIELD COUNTY, COLORADO 2022 EXISTING DAILY TRAFFIC COMPARISON TO PROJECT TRAFFIC \ Kimley»»Horn}+~ 41(27) 5(25) 2(0) 21(7)27(40)1(0)1 Intersection Count SheetsIntersection Count SheetsIntersection Count Sheets www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 4 4 00000000 2 0 Peak Hr 1 0 1 3 5 0 0 0 0 0 0 2 0Count Total 2 0 2 4 8 0 0 2 00000028:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 1 0 1 2 4 0 0 0 -100%0%HV%-0%-50%- 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 0 0 1 6 0 0 0 6200000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---17%40%12%--- Peak Hour All 0 21 0 0 0 2 8 0 0 0 0 1 2 5 0000100 5 41 0 HV 0 0 0 1 0 Count Total 0 36 0 2 0 0 0 0 14 12 74 0 5 33000002000000 0 2 2 9 36 8:45 AM 0 3 0 0 0 0 1 1 0 0 11 39 8:30 AM 0 3 0 0 0 0 0 0 0 0 0 4 2000000 0 2 1 8 40 8:15 AM 0 5 0 0 0 0 0 1 0 0 8 41 8:00 AM 0 4 0 0 0 0 0 0 0 0 0 3 2000001 0 3 1 12 0 7:45 AM 0 1 0 1 0 0 0 4 0 0 12 0 7:30 AM 0 4 0 0 0 0 0 0 0 0 0 0 1000000 0 0 1 9 0 7:15 AM 0 10 0 1 0 0 0 2 0 07:00 AM 0 6 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min TotalUTLTTHRT SB 27.3%0.55 TOTAL 12.2%0.85 TH RTUTLTTHRTUTLT WB -- NB 14.3%0.44 Peak Hour: 7:00 AM 8:00 AM HV %:PHF EB 4.3%0.52 Date: 02/08/2022 Peak Hour Count Period: 7:00 AM 9:00 AM 0 0 00000 00 0N BEAVER CREEK RD (CR 317) RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320) 41TEV: 0.85PHF:5611270617802 2123 6 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 7:00 AM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 5 0 Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 1 2000001 0 2 2 8 0 Peak Hour 0 0 0 1 0 0 1 1 0 0Count Total 0 1 0 1 0 0 0 0 3000000000000 0 0 0 1 7 8:45 AM 0 0 0 0 0 0 0 1 0 0 2 7 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0000000 0 0 0 0 5 8:15 AM 0 1 0 0 0 0 0 0 0 0 4 5 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1000001 0 0 1 1 0 7:45 AM 0 0 0 1 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 TH RT 7:00 AM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00000000 0 0 Peak Hr 0 0 0 1 1 0 0 0 0 0 0 0 0Count Total 0 0 0 2 2 0 0 0 00000005:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 0 1 1 0 0 0 --0%HV%-0%--- 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 West North South 4:00 PM 0 0 0 0 0 5 0 0 0 6000000 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total ---0%3%2%--- Peak Hour All 0 7 0 0 0 0 10 0 0 0 0 0 1 1 0000000 29 47 0 HV 0 0 0 0 0 Count Total 0 14 0 0 0 0 0 0 14 45 83 0 10 38000018000000 0 1 3 9 44 5:45 PM 0 1 0 0 0 0 0 4 0 0 12 47 5:30 PM 0 1 0 0 0 0 0 2 0 0 0 1 7000000 0 0 6 7 40 5:15 PM 0 2 0 0 0 0 0 0 0 0 16 45 5:00 PM 0 1 0 0 0 0 0 1 0 0 0 3 10000000 0 2 6 12 0 4:45 PM 0 2 0 0 0 0 0 2 0 0 5 0 4:30 PM 0 2 0 0 0 0 0 0 0 0 0 1 1000000 0 5 4 12 0 4:15 PM 0 3 0 0 0 0 0 1 0 04:00 PM 0 2 0 0 0 0 0 Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min TotalUTLTTHRT SB 2.9%0.67 TOTAL 2.1%0.73 TH RTUTLTTHRTUTLT WB -- NB 0.0%0.63 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 0.0%0.88 Date: 02/08/2022 Peak Hour Count Period: 4:00 PM 6:00 PM 0 0 00000 00 0N BEAVER CREEK RD (CR 317) RIFLE RULISON RD (CR 320)RIFLE RULISON RD (CR 320)BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320) 47TEV: 0.73PHF:29635120505600 77 29 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two-Hour Count Summaries - Heavy Vehicles Two-Hour Count Summaries - Bikes Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0 0000000Peak Hour 0 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 0 0000000 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 TH RT LT TH RT 4:00 PM 0 0 0 0 Westbound Northbound Southbound LT TH RT LT TH RT LT 1 0 Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastbound 0 0 0 0 0 1000000 0 0 2 2 0 Peak Hour 0 0 0 0 0 0 0 0 0 0Count Total 0 0 0 0 0 0 0 1 1000001000000 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 1 5:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1000000 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 TH RT 4:00 PM 0 0 0 0 0 0 0 UT LT TH RT UT LT Northbound Southbound UT LT TH RT UT LT TH RT Interval Start RIFLE RULISON RD (CR 320)N/A BEAVER CREEK RD (CR 317)RIFLE RULISON RD (CR 320)15-min Total Rolling One HourEastboundWestbound Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com Client Provided DataClient Provided DataClient Provided Data Pad 36 ; Number of | Number of Total . . Total Daily | Total Daily Duration . . Total Semi- | Total Pickup . . . Semi-Trucks |Pickup Trucks} Number of . . Semi-Truck } Pickup Truck Time Frame (Days) Truck Trips | Truck Trips . . Development Weeks (ST) (PT) Trucks Trips Trips Phase 5 day . : Total ST Trips} Total PT Trips + * * work #ST+#PT #ST*2 #PT*2 /#ST /H#PT week Construction 4 20 30 110 140 60 220 4 12 Q3 2023 Drilling” 8 40 2,137 2,137 4,274 108 0 Q1 2024 Drilling 32 160 713 2,200 2,913 1,426 4,400 10 28 Q2 2024 Completion 32 160 446 2,520 2,966 892 5,040 6 32 Q2 2024 Interim Reclaim 4 20 4 20 24 8 40 2 2 2025 Production 1,560 (30 yrs) | 7,800 755 625 1,380 1,510 1,250 2 2 2025 ‘Most of the heavy vehicle trips will occur during the first couple of weeks of the overall 32 week duration and then taper off towards the end of the duration. Pad 36 ; Number of | Number of Total . . Total Daily | Total Daily Duration . . Total Semi- | Total Pickup . . . Semi-Trucks |Pickup Trucks} Number of . . Semi-Truck } Pickup Truck Time Frame (Days) Truck Trips | Truck Trips . . Development Weeks (ST) (PT) Trucks Trips Trips Phase 5 day . : Total ST Trips} Total PT Trips + * * work #ST+#PT #ST*2 #PT*2 /#ST /H#PT week Construction 4 20 30 110 140 60 220 4 12 Q3 2023 Drilling” 8 40 2,137 2,137 4,274 108 0 Q1 2024 Drilling 32 160 713 2,200 2,913 1,426 4,400 10 28 Q2 2024 Completion 32 160 446 2,520 2,966 892 5,040 6 32 Q2 2024 Interim Reclaim 4 20 4 20 24 8 40 2 2 2025 Production 1,560 (30 yrs) | 7,800 755 625 1,380 1,510 1,250 2 2 2025 ‘Most of the heavy vehicle trips will occur during the first couple of weeks of the overall 32 week duration and then taper off towards the end of the duration. Pad 36 Duration (Days) Number of Semi-Trucks (ST) Number of Pickup Trucks (PT) Total Number of Trucks Total Semi- Truck Trips Total Pickup Truck Trips Total Daily Semi-Truck Trips Total Daily Pickup Truck Trips Time Frame 5 day work week # ST + # PT # ST * 2 # PT * 2 Total ST Trips / # ST Total PT Trips / # PT Construction 4 20 30 110 140 60 220 4 12 Q3 2023 Drilling1 8 40 2,137 2,137 4,274 108 0 Q1 2024 Drilling 32 160 713 2,200 2,913 1,426 4,400 10 28 Q2 2024 Completion 32 160 446 2,520 2,966 892 5,040 6 32 Q2 2024 Interim Reclaim 4 20 4 20 24 8 40 2 2 2025 Production 1,560 (30 yrs) 7,800 755 625 1,380 1,510 1,250 2 2 2025 1Most of the heavy vehicle trips will occur during the first couple of weeks of the overall 32 week duration and then taper off towards the end of the duration. Development Phase Weeks Surfacing Length (mi.) Pavement 3 Partially Paved 5.5 Unpaved 2.75 Unpaved 1.5 Development Phase Number of Semi-Trucks Number of Pickup Trucks Total Truck Trips Construction 30 110 140 Drilling 2,850 2,200 5,050 Completion 446 2,520 2,966 Interim Reclaim 4 20 24 Production 755 625 1,380 Total 4,085 5,475 9,560 CR-320 Name Estimated Truck Trips per Phase Pad 36A Route Segments CPX Tepee Park Ranch (Private) FS 824 CR-317 Site PlanSite PlanSite Plan BeaverCreekT e p e e C r e e k CR317 F S8 2 4 B e a v er C re e k M am m CreekRdPad 25A Pad 31B Pad 25B Pad 36A Pad 2 WESTEASTTepee ParkRanch Road WHITE RIVERNATIONALFOREST WHITE RIVERNATIONALFOREST JOHNSON, R MREVOCABLE TRUST TEP ROCKYMOUNTAIN LLC ROSE, JAMES L TEP ROCKYMOUNTAIN LLCBAUER,GEORGE R WHITE RIVERNATIONALFOREST TEP ROCKYMOUNTAIN LLC WHITE RIVERNATIONALFOREST BAUER,GEORGE R WHITE RIVERNATIONALFOREST FISCHER,JOEL & CINDY MACKLEY,ARNOLD L &E DARLEEN UNITED STATES OFAMERICA BUREAU OFLAND MANAGEMENT MORGAN,RICHARDD & KAY D B & B SIXACRES LLC BARRETT,THOMASJOHNNY DOTSONFAMILYTRUST &BUREAUOF LANDMANAGEMENT LULU TRUST MCKEE, ROLANDPAUL & PAMELA STEP ROCKY MOUNTAIN LLC ENTRUST RETIREMENTSERVICES INC-FBO DAVIDADLER IRA# 13618-11 MCKEE, ROLANDPAUL & PAMELA S BUREAUOF LANDMANAGEMENT GORDMANLEVERICHLLLP TEP ROCKYMOUNTAIN LLC YOUBERGBEAVERCREEK RANCH YOUBERG BEAVERCREEK RANCH BUREAUOF LANDMANAGEMENT BEAVER CREEK HIGHLANDSLAND AND CATTLE TRUST GORDMANLEVERICH,LLP1416 13 15 21 22 2423 262827 25 353433 36 18 1617 2120 19 283029 333231 6 5 4 87 9 1234 1291011 T7S R94WT7S R93WT7S R94WT8S R93WT7S R94WT8S R94W T7S R93WT8S R93W T8S R93WT8S R94WT8SR93WT8SR94WWest Mamm CreekBrush CreekProject Location M e s aMesa C o u n t yCounty G a r f i e l dGarfield C o u n t yCounty 13 670 Ri fl eRifle CPX Piceance Holdings, LLCTepee Park Ranch Aota Te chnical, LLC CPX Surface Ownership and Miner al Leasehold Map Date6/7/22 Figure 1Figure No. 0 0.5 10.25 Miles Legend Existing Drilling Pad Proposed Pad Off-Location Flowlines Proposed Off-location Flowlines Parcel Boundary CPX Private Surface CPX Federal Mineral Leasehold Bureau of Land Management U.S. Forest Service Forest Service Road Private Road Private Road Reroute and Access Reclaimed Private Road Proposed Access Pad 25 Bottom Hole Locations Pad 31 Bottom Hole Locations Pad 36 Bottom Hole Locations