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Home My WebLink About20173779.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING ERVICE * 1555 N. 17N AVENUE * GREELEY, Co 80631 uwv Idgovreom * 970453-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNEL : PLANNER ASSIGNED: Parcel Number*: 1 0 5 3 Address of site: Legal Description:: L2 & SESW _0 0 _0 0 Section: 18 *A 12 digit number on Tax I.D. Informatbrt, obtainable at ►ww,weIdgov•cAti Township:4 N Range: 84 w Zone District: Agriculture Acreage: 42 Fl iprain:OY o Geological Hazard:OY O Airport Cherlay:OY FEE OWNER SiOF THE PROPERTY: Name: DCP Midstream, LP Company: PCP Midstream, LP Phone #: (303) 595-3331 Email: Street Address: 370 17th St, Suite 2500 City/State/Zip Code: Name: Denver, Co, 80202 Company: Phone #: Street Address: City/State/Zp Zp Code: Name: Company: Phone 4: Email: Email: Street Address: City/State/Zip Code: APPLICANT OR A LITHO RI D AGENT:: (See below Ahorization must acconpanyal! applications signed byAufhorf' fAgents) Name: David Jost company: DCP Operating Company, LP Phone #: (970) 378 a 6345 Email: DrAlost@D PMidstream Street Address: 3026 4th Ave. city/tat& p Code: Greeley, CO, 80631 PROPOSED USE: Dual 12 inch riatua l gas discharge pipelines, l (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property m ustsign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. gnature: crier or Authorized Agent Date Signature: Owner or Authorized Agent Date Print Name Print Name Rev 4/2018 INTRODUCTION As upstream oil and natural gas exploration and development companies continue to access and extract subsurface minerals, additional pipeline and transportation infrastructure is necessary to gather, process, and distribute hydrocarbon resources within the Denver-Julesburg Basin. DCP Operating Company, LP (DCP) is proposing to construct and operate two co -located natural gas discharge pipelines named the Crossroads Discharge North and South 12" Pipelines (also referred to as the "proposed pipelines"). These pipelines would start at the Crossroads Booster Station (LJSRI 7-0023) and would terminate at the Mewbourn 160 Pipeline (USR1 2-0006) in Weld County, Colorado, The development of these pipelines will increase the pipeline transport capacity of natural gas in Weld County, reduce the burden of the vehicular transport on Weld County Roads, and support the safer transport of natural gas within the county. Page 1 of 18 2 USE BY SPECIAL REVIEW APPLICATION QUESTIONNAIRE The following sections list information required for Use by Special Review Permit Applications under Section 23-2-510 of the Weld County Code. 21 PLANNING QUESTIONS 2.1.1 Applicant's Name and Telephone Number DCP Operating Company, LP 3026 4th Avenue Greeley, Co 80631 Attn: David Jost, VP Operations North (970) 378-6345 2.1.2 Explain, in detail, the proposed use of the property. DCP proposes to construct the Crossroads Discharge North and South 12" Pipelines in Section 18 of Township (T) 4 North (N); Range (R) 64 West (W) in Weld County, Colorado. The pipelines are entirely located on one parcel (Attachment B; Parcel #105318300002), which is owned by DCP. The proposed pipelines would each be approximately 0.35 miles in total length, are co - located within one right-of-way (ROW), and would start at the Crossroads Booster Station (USRI7-0023) and would terminate at the Mewbourn 160 Pipeline (USRI2-0006). The pipelines would exit from launchers at the Crossroads Booster Station and head south approximately 0.1 miles where it would turn east and travel 0.25 miles where they terminate at receivers along the Mewbourn 160 Pipeline. The alignments are shown in Attachment D of this application. The pipelines would be constructed within a 100 -foot temporary ROW, once the pipelines have been installed, the temporary ROW will be returned to its pre -construction contours and reclaimed. The permanent maintenance ROW for each pipeline will be 30 -feet; however, this land will be returned to the surrounding land use during the operational period. As the pipelines are located approximately 20 feet apart, the combined permanent maintenance ROW would be 50 feet. Permanent, aboveground equipment will include two launchers at the Crossroads Booster Station and two receivers along the Mewbourn 160 Pipeline. Total land impacts during construction will be approximately 4.1 acres, while the permanent ROW will cover approximately 2.1 acres. Page 2 of 18 2.1.3 Consistency with Weld County Code and Chapter 22 of the Comprehensive Plan The property containing by the proposed pipeline project is within an agricultural zone district. Weld County Code Section 23-2-200 et seq. allows the development of oil and gas support and service facilities within agricultural zones. Additionally, Section 22-5-90 of the Weld County Code Comprehensive Plan specifies that "the most efficient and environmentally friendly way to transport crude oil is by pipeline, rather than by truck." Transportation of oil and natural gas products by pipeline has a lower impact on the local road system and lowers air quality impacts. The Weld County Code also specifies under Section 22-5-100 that !'Oil and gas activities should be planned to accommodate current and future subdivision activities to the extent such development can reasonably be anticipated." Construction and installation of the proposed pipelines would require temporary interruption to land use activities. However, during the operational period, the overlying ROW would be reclaimed. The proposed pipeline project would meet the safety and infrastructure requirements of the Weld County Code Comprehensive Plan and the local oil and natural gas industry while maintaining the long-term productivity of the nearby agricultural operations. 2.1.4 Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. The proposed pipeline project is located in unincorporated Weld County and occurs entirely within an agricultural zone district. The surrounding lands are either irrigated lands, pivot fields, or grazing areas. Some homes and estates are in the vicinity of the proposed pipelines. All impacts from the installation of the proposed pipeline project would be temporary and all disturbed areas would be returned to their pre -construction contours and reseeded. The project is consistent and compatible with the surrounding land uses as a use allowed by right under Weld County Code Section 23-3-20. 2.1.5 Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. r The proposed pipeline project is located in unincorporated Weld County and occurs entirely within an agricultural zone district. The surrounding lands are either irrigated lands, pivot fields, or Page 3 of 18 grazing areas. All impacts from the installation of the proposed pipeline project would be temporary and all disturbed areas would be returned to their pre -construction contours and reseeded. The project is consistent and compatible with the surrounding land uses as a use allowed by right under Weld County Code Section 23-3-20. 2.1.6 What are the hours and days of operation? Construction would occur within daytime hours (7:00 AM to 6:00 PM). Once constructed, the pipelines would be in operation 24 hours a day, seven days a week, 365 days a year. During routine maintenance and inspection activities, trucks would travel along the ROW route between 6:00 AM and 5:00 PM, unless they are responding to an emergency. Daily visits to the pipeline ROW are not anticipated. 2.1.7 List the number of full time and/or part time employees proposed to work at this site. The pipelines would be maintained by 10 to 15 existing DCP field personnel and would not require dedicated full time operators. 2.1.8 If shift work is proposed include the number of employees per shift. See response under Section 2.1,6 of this document. 2.1.9 List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. During construction, up to 50 people could be present onsite for various activities. Construction personnel would include both DCP employees and contractors. Contractors would use existing storage yards as the base of operations. The pipelines would be maintained by 10 to 15 existing DCP personnel. 2.1.10 If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. No animals would be onsite as part of the proposed project, Page 4 of 18 2.1 .11 Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings) No lots are proposed as part of the proposed pipeline project. 2.1.12 How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? N o parking lots or structures are proposed as part of the pipeline project. 2 1.13 Explain the existing and proposed landscaping for the site Following construction and installation, the site would be graded and restored to its pre - construction contours. The ROW would be reseeded and reclaimed. Areas reseeded are expected to return to pre -construction conditions within one to two growing seasons. Noxious weeds would be managed in accordance with Chapter 15, Articles I and II of the Weld County Code, during construction and until final reclamation is deemed successful. 2.1.14 Describe the type of fence proposed for the site (e.g. 6 -foot chain link with earth tone slats). N o new fencing is required. 2.1.15 Describe the proposed screening for all parking and outdoor storage areas. If the site is located in a floodplain outdoor storage is restricted. N o permanent onsite parking or storage areas is proposed. 2.1.16 Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Should temporary decommissioning be required on either pipeline, the pipeline pressure would be reduced to a safe level or the pipeline would be cleared using blowdown valves at the launcher or receiver site. Once these procedures are completed, maintenance activities would be conducted on the pipeline. Page 5 of 18 Once the pipelines are operating, there is no intention of removing or terminating use of the pipelines. Should either pipeline require decommissioning, the pipeline would be cleaned, isolated, and abandoned in place per all State of Colorado and local regulations and per the landowner agreement. 2.1.17 Who will provide fire protection to the site? The Platteville Valley Fire Protection District would be dispatched in the case of an emergency along the ROW. The project will not have a water source appropriate for fire suppression; therefore, water or other fire retardants would be transported to the ROW if needed. 2.1.18 List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Aboveground equipment associated with the proposed pipelines will include two launchers at the Crossroads Booster Station and two receivers at the Mewbourn 160 Pipeline connection. Construction of the facilities would occur concurrently with the pipeline construction and installation period which is expected to commence in November of 2017. 2.2 ENGINEERING QUESTIONS 2.2.1 Describe how many roundtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and el trip out of site) During construction equipment (graders, disking, etc.), stringing trucks, welding trucks, and one - ton pickup trucks would be required along the ROW for construction, installation, and reclamation activities. These vehicles would only be needed for the brief construction period and are not expected within the ROW once the pipelines become operational. During operation of the pipelines, only occasional traffic from pickup trucks within the ROW for routine maintenance and inspection would be required. Any additional traffic resulting from construction of the pipelines will be minor and temporary. As the project will not contribute to significant alterations in traffic patterns within Weld County, DCP assumes that a traffic study will not be required for this application. Page 6of18 2.2.2 Describe the expected travel routes for site traffic. Access to the site would be from existing private roads. No planned temporary or permanent access roads or easements are planned outside of the construction ROW for the proposed pipelines. As such, no Weld County Access Permits are needed at this time. Once the pipelines are operational, additional traffic will be limited to an occasional vehicle used for regular inspection and maintenance. No long-term alteration of traffic patterns within Weld County is anticipated. 2.2.3 Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) The proposed pipelines would be generally be accessed via the existing private roads along CR 44. 2.2.4 Describe the time of day that you expect the highest traffic volumes from above. The greatest volume of traffic during construction would occur between 8:00 AM and 6:00 PM. 2.2.5 Describe where the access to the site is planned. Refer to Section 2.2.2 for the discussion on site access. 2.2.6 Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. Based on the criteria set forth in Section 23-12-30.F.1 a.5 of the Weld County code, this pipeline project does not require a detention pond. Details regarding this exception are described in the questionnaire list below: A, Does your site qualify for an exception to stormwater detention? If so, describe in a drainage narrative the following: 1. Which exception is being applied for and include supporting documentation. Page 7 of 18 i. Section 23-12-30.F.1a.5 — This section specifies that "Exceptions to the stormwater detention shall be limited to the following: , , . 5) Pipelines or transmission lines." 2. Where the water originates if it flows onto the property from an offsite source. i. The property containing the pipelines generally has higher elevations along the southern side which decrease toward the north. Stormwater and overland flow would move across the proposed ROW from nearby fields. Overland flow would generally move toward the north. No stream or wetland features occur within the ROW. 3. Where it flows to as it leaves the property. i. As the ROW would be restored to its natural contour and drainage patterns, water would flow across the ROW as it has historically. Surface flow would collect in the local ditch systems along active fields and roadways and eventually flow into the South Platte River System. As the ROW would be revegetated, the project is not anticipated to increase the sediment burden on the local watersheds. 4. The direction of flow across the property. i. The direction of flow during the operational period of the pipelines would identical to its pre -construction flow. 5. If there have been previous drainage problems with the property. i. The property has no known drainage issues. 2.3 ENVIRONMENTAL HEALTH QUESTIONS 2.3.1 What is the drinking water source on the property? No drinking water source is required. During construction, bottled water will be provided to construction personnel, 2.3.2 If utilizing a drinking water well include either the well permit or well permit application that was submitted to the State -Division of Water Resources. If utilizing a public water tap Page 8 of 18 include a letter from the Water District, a tap or meter number, or a copy of the water bill. N o drinking water well is required. No public water tap will be utilized for this project. Water used for hydrostatic testing would come from a municipal source and be disposed of in compliance with a Colorado Discharge Permit System. 2.3.3 What type of sewage disposal system is on the property? If utilizing an existing septic system provide the septic permit number, If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health (COPHE) and Environment prior to submitting this application. If a new septic system will be installed please state '`a new septic system is proposed." Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy. N o existing or proposed sewage disposal system would be used. Portable toilets would be used for construction personnel, but would be removed for the operational life of the pipelines. 2.3.4 If storage or warehousing is proposed, what type of items will be stored? N o long-term storage would be proposed onsite. 2.3.5 Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. During construction, all liquid and solid waste will be stored and removed for disposal according to applicable regulations. Temporary sewage disposal units (i.e., portable toilets) will be placed in areas of active construction, and will be maintained regularly to prevent water or soil contamination. Any leaks from equipment or vehicles will be cleaned up in accordance with all applicable regulations and disposed of at appropriate disposal facilities. No wastes will be stored or stockpiled during operation of the pipelines. Page 9 of 18 2.3.6 If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. No fuel storage would occur onsite. 2.3.7 If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. No vehicles would be washed onsite. 2.3.8 If there will be floor drains indicate how the fluids will be contained. No floor drains would be required as part of the proposed project. 2.3.9 Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) Short-term air emission would result from the operation of project vehicles and machinery during the construction period. Water would be utilized for dust suppression as needed. As the project would result in less than 25 acres of temporary disturbance, no Air Pollution Emission Notice (ADEN) with the CDPHE would be required for fugitive dust. 2.3.10 Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.). Refer to Attachment D of this permit application for vicinity maps. 2.3.11 Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) Not applicable. 2.3.12 Additional information may be requested depending on type of land use requested. Additional information can be provided upon request. Page 10 of 18 2.4 BUILDING QUESTIONS 2.4.1 List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing, Label the use of the building and the square footage. The proposed pipelines would connect to infrastructure at the proposed Crossroads Booster Station and the existing Mewbourn 160 Pipeline, The proposed launcher and receivers would not be located within any buildings, No other structures would be required. 2 4.2 Explain how the existing structures will be used for this LJ R? No existing structures would be utilized by the proposed pipeline. 2, 4.3 List the proposed use(s) of each structure. No existing structures would be utilized by the proposed pipeline. Page 11 of 18 3 USE BY SPECIAL REVIEW PERMIT REQUIREMENTS FOR PIPELINES SEC. 23-2-510 Chapter 23 of the Weld County code requires a Use by Special Review Permit to construct a natural gas pipeline that is greater than 12 inches in diameter and is designed to operate at a hoop stress of 20 percent, or higher, of its Specified Minimum Yield Strength. The following information is requested in Section 23-2-510 of the Weld County Code. 3.1 APPLICANT'S NAME AND TELEPHONE NUMBER DCP Operating Company, LP 3026 4' Avenue Greeley, CO 80631 Attn: David Jost, VP Operations North (970) 378-6345 3.2 SOURCE, CAPACITY, DESTINATION AND TYPE OF FACILITIES, SUPPORT STRUCTURES INVOLVED DCP is proposing to construct and operate two co -located natural gas discharge pipelines named the Crossroads Discharge North and South 12'" Pipelines (also referred to as the "proposed pipelines"). These pipelines would start at the Crossroads Booster Station (USR17-0023) and would terminate at the Mewbourn 160 Pipeline (USRI2-0006) in Weld County, Colorado. The development of these pipelines will increase the pipeline transport capacity of natural gas in Weld County, reduce the burden of the vehicular transport on Weld County Roads, and support the safer transport of natural gas within the county. 3.3 DETAILED REPORT 3.3.1 Description of the Pipeline DCP proposes to construct the Crossroads Discharge North and South 12" Pipelines in Section 18 of Township (T) 4 North (N); Range (R) 64 West (VV) in Weld County, Colorado. The pipelines are entirely located on one parcel (Attachment B; Parcel #105318300002), which is owned by DCP. The proposed pipelines would each be approximately 0.35 miles in total length, are co - Page 12 of 16 located within one right-of-way (ROW), and would start at the Crossroads Booster Station (USRI7-0023) and would terminate at the Mewbourn 160 Pipeline (USR12-0006). The pipelines would exit from launchers at the Crossroads Booster Station and head south approximately 0.1 miles where it would turn east and travel 0.25 miles where they terminate at receivers along the Mewbourn 160 Pipeline. The alignments are shown in Attachment D of this application. The pipelines would be constructed within a 100 -foot temporary ROW. Once the pipelines have been installed, the temporary ROW will be returned to its pre -construction contours and reclaimed. The permanent maintenance ROW for each pipeline will be 30 -feet; however, this land will be returned to the surrounding land use during the operational period. As the pipelines are located approximately 20 feet apart, the combined permanent maintenance ROW would be 50 feet, Permanent, aboveground equipment will include two launchers at the Crossroads Booster Station and two receivers along the Mewbourn 160 Pipeline. Total land impacts during construction will be approximately 4.2 acres, while the permanent ROW will cover approximately 2.1 acres. 3.3.2 Description of the Preferred Route The preferred route is described in detail in Section 3.3.1 of this permit application. This route was selected as the preferred project route as it balances environmental sensitivity, operational efficiency, cost minimization, and adjacent landowner considerations. As such, DCP has proposed this alignment as the preferred route as it helps meet the operational needs of the project while minimizing impacts to the surrounding community and environment. In the early planning stages, DCP considered alternative route options through the property; however, the DCP generally decided to site the pipelines as close to the southern edge of the property as possible in order to make inspection access easier and to reduce the potential for interruption to agricultural activities in the nearby field and other resources. 3.3.3 Procedures to Mitigate Adverse Impacts The pipelines will be installed underground with the exception of the launchers and receivers. No landscaping is proposed. Upon completion of construction activities, the ROW will either be seeded with native grasses. If noxious weeds are identified on the ROW during construction or Page 13 of 18 reclamation periods, they will be managed in compliance with Chapter 15, Articles I and II of the Weld County Code. DCP will implement the following procedures to minimize adverse effects during construction and operation of the pipeline: • Best Management Practices will be installed to prevent erosion or sediment runoff; • Topsoil will be segregated from subsoil during grading activities. Once the pipelines are installed in the trench, subsoil will be backfilled into the trench. The segregated topsoil will be placed atop the subsoil, and the ROW will be graded to preconstruction contours; a DCP will apply for a CDPHE Construction Stormwater Permit. The permit requires the development of a SWMP. DCP has developed the SWMP which will provide mitigation measures to be followed during construction and operation of the pipeline; and • The ROW will be stabilized as quickly as possible following final grading. 3.3.4 Construction Schedule Typical pipeline construction methods will be implemented. These include: • Survey — The alignment and workspace limits will be identified prior to construction activities; • Clearing and Grading — The temporary construction ROW will be cleared of trees and obstructions, and graded to a relatively flat surface to accommodate construction equipment; • Trenching — The pipeline trenches will be excavated to provide a depth of cover required by the USDOT, Weld County or DCP Standards. Roads and waterbodies will bored using standards construction techniques; • Pipe Stringing and Laying — Pipe segments will be strung along the ROW parallel to the trench, and will be bent (where required), welded, and lowered -in to the trench; • Backfilling and Grading — Once the pipelines are installed in the trenches, subsoil will be replaced into the trench. Topsoil that was segregated during grading operations will be placed over the subsoil. The ROW will be re -graded to its preconstruction contour and seeded to encourage revegetation; • Hydrostatic Testing — The pipelines will undergo hydrostatic testing to ensure their integrity. Page 14 of 18 Construction on the Crossroads Discharge North and South 12" Pipelines is planned to start in November 2017 and end in February 2018. 3.3.5 Information on Public Outreach and Land Ownership No public meetings have been held regarding this project. See Attachment F for the affidavits of interested landowners. 3.3.6 Description of the Hazards Transporting oil and natural gas by pipeline is generally safer, lowers the burden on local collector roads, and lowers air quality emissions. There is some small risk the integrity of a pipeline may be compromised from accidents or geologic hazards which could result in a release of gas. In addition to DC P's monitoring and valve cutoff systems described in the section below, DCP will clearly mark the centerline of the proposed pipelines with markers placed at line of site intervals, and at road and railroad crossings. The markers will clearly indicate the presence of a gas pipelines, and will provide a telephone number and address where a company representative can be reached in an emergency or prior to any excavation in the area of the pipelines. In addition, DCP participates in the "One Call" system. "One call" systems serve as the clearinghouse for excavation activities that are planned close to pipelines and other underground utilities. DCP employs highly trained operators and contractors and maintains close working relationships with all emergency response personnel. DCP also participates in a continuing education program to enable customers, the public, government officials, and those engaged in excavation activities to recognize a gas pipeline emergency and report it to the appropriate authority. 3.3.7 Emergency Procedures DCP maintains a monitoring system that includes a gas control center that tracks pressures, flows, and deliveries on its entire system. The gas control center is staffed 24 hours a day, 7 days a week, 365 days a year. DCP also has area offices near the pipelines with personnel who can provide the appropriate response to emergency situations and direct safety operations as necessary. DCP's pipeline systems are equipped with remotely controlled valves that can be Page 15 of 18 operated from the gas control center. In the event of an emergency, the valves allow for a section of the pipeline to be isolated from the rest of the system. Data acquisition systems are also present at all of DCP's meter stations. If system pressures fall outside of a predetermined range, an alarm is activated, and notice is transmitted to the gas control center. Routine aerial and ground inspections are conducted by DCP personnel or contractors. These inspections allow DCP to identify soil erosion that may expose the pipelines; dead vegetation that may indicate a leak in a line; unauthorized encroachment on the ROW by a third party; or other conditions that may lead to a safety hazard and/or require preventative maintenance or repairs. See Attachment E for emergency contact information. 3.3.8 Procedures to Minimize Impacts on Irrigated Agricultural Land The pipeline ROW will be located in an agricultural zone district. During pipeline design and route selection, DDP made efforts to avoid actively cultivated agricultural fields to reduce impact to productive areas. The lands adjacent to the ROW are also zoned as agricultural. The ROW route is as direct as possible limiting the total acreage of land affected during construction. The effect on land that is disturbed during construction will be temporary in nature since the permanent ROW will be allowed to revert to its pre -construction state. In areas where active cultivation could not be avoided, impacts will be minimized by implementing the following: • Topsoil will be segregated and preserved during grading operations, and returned as surface layer soil once the pipelines are installed; The pipelines will be installed in an area that will avoid affecting the operation of irrigation equipment; and Following construction of the project, the ROW will be seeded and reclaimed. Upon successful completion of construction, disturbed areas will be seeded with native grasses to encourage vegetation growth and soil stabilization. Page 16 of 18 3.3.9 Conformance with the Guidelines of Chapter 22 The properties intersected by the proposed pipelines are within an agricultural zone district. Weld County Code Section 23-2-200 et seq allows the development of oil and gas support and service facilities within agricultural zones. Additionally, Section 22-5-90 of the Weld County Code Comprehensive Plan specifies that "the most efficient and environmentally friendly way to transport crude oil is by pipeline, rather than by truck." Transportation of oil and natural gas products by pipeline has a lower impact on the local road system and lowers air quality impacts. The Weld County Code also specifies under Section 22-5-100 that "Oil and gas activities should be planned to accommodate current and future subdivision activities to the extent such development can reasonably be anticipated". Construction and installation of the proposed pipelines may require temporary interruption to agricultural activities. However, during the operational period, the overlying ROW would be reclaimed. The proposed pipelines would meet the safety and infrastructure requirements of the Weld County Code Comprehensive Plan and local oil and natural gas industry while maintaining the long-term productivity of the nearby agricultural operations. 3.3.10 Decommissioning Plan Should temporary decommissioning be required, the pipeline pressure would be reduced to a safe level or the pipeline(s) would be cleared using blowdown valves at the launcher or receiver site. Once these procedures are completed, maintenance activities would be conducted on the pipeline(s). Once the pipelines are operating, there is no intention of removing or terminating use of either pipeline. Should either of the pipelines require decommissioning, it would be cleaned, isolated, and abandoned in place per all State of Colorado and local regulations and per the landowner agreement. 3.3.11 Haul Routes During Construction The movement of construction equipment and materials to the ROW may temporarily affect existing transportation networks. To minimize disruption, equipment and materials will be stored in the vicinity of the construction site. Where access to roadways may impede traffic flow, Page 17 of 18 appropriate traffic control measures will be used. DCP will work with Weld County Department of Public Works to obtain all necessary road crossing permits. 3.3.12 Other Pertinent Information Additional information can be provided upon request. Page 18 of 18 FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business N me: Crossroads Discharge North and South 12" Natural Gas Pipelines phone:(970) (970) 366-9700 Address: Section 18, T4N, R64W City, ST, ZipWeld County, ,80645 Business (970) 378-6340 Owner: DCP Operating Company, LP Phone: Home Address: 3026 4th Avenue City, ST, zip: Greeley, Co, 80631 List three persons in the order to be called in the event of an emergency: NAME TITLE David Jost ADDRESS PHONE VP Operations North 3026 4th Ave, Greeley, CO, 80631 (970) 378-6345 Pete Stevenson Environmental Manager 3026 4th Ave., Greeley, CO, 80631 (303) 726-8937 Paul Park Reliability Manager 3026 4th Ave,, Greeley, CO, 80631 (970) 378-6372 Business 24 Hours: days: 7 Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company: NIA Location of Safe:" -*i**k************* **w******s***n, uf**********************************,********************4******************************* MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: N/A Location(s): Is alcohol stored in building? NSA Location(s): Are drugs stored in building? N/A Location(s): Are weapons stored in bu ild i n g? NIA Location(s): The following programs are offered. a public service of the Weld Coun n programs of interest. I Physical Security Check _ UTILITY SHUT OFF LOCATIONS: Main Electrical: N/A Gas Shut Off:N"A i t ' rifrs Office. Please indicate the Crime Prevention Presentation Exterior Water Shutoff: NIA Interior Water Shutoff: NSA DCP OPERATING COMPANY, LP Assistant Secretary Certificate 1, Stacey A. Metcalf; the duly appointed Assistant Secretary of DCP Operating Company, LP, a Delaware limited partnership (the "Company"), do hereby declare and certify that: 1. David M, Jost is the duly elected, qualified and acting Vice President of the Company and is authorized under the Company's Delegation of Authority policy to act on behalf of the Company in connection with filings such as Use -by Special Review permit applications with Weld County, Colorado; and 2. he has the authority to do and perform all such acts and things, to sign such documents and instruments, and to take any or all other steps as each of he may deem necessary, advisable, convenient or proper to effectuate and accomplish the foregoing IN WITNESS WHEREOF, I have executed this Assistant Secretary's Certificate as of the 18th day of September, 2017. %Stacey ..N e calkssistan Secretary DEPARTMENT OF PLANNING SERVICES 1555 N 17th AVE GREELEY, CO 80631 PHONE: (970) 353-6100, Ext. 3540 FAX: (970) 304-6498 AUTHORIZATION FORM cc, i � � Cir°61vt14,represent DC i et f �9Gt'tfcyfor the property (AgentlApplicant) �(Own} ,locatedat U � i�' I o o 1• V . fp:),�' ( i _ K C 5 � � i k f it#, LEGAL DESCRIPTION: SEC TVVN FANG SUBDIVISION NAME: LOT BLIP I can be contacted at the following Home l 10313 ^91 work92b-352 -3 6 Email: ri to wV Wo�a+�.�.. ce)‘,1n The property owner can be contacted at the following Home UC.a3r4bD`"Sb t WorkCaI 11° Email: dwjo51R?ckc r1411 c o tirt Correspondence emailed to: Agent/Applicant (Check one) Property Owner DATE (HG OWNER'S SIGNATURE 7-9aSAD • DEPARTMENT OF PLANNING SERVICES 1555 N 17th AVE GREELEY, CO 80631 PHONE: (970) 353-6100, Ext. 3540 FAX: (970) 304-6498 AUTHORIZATION FARM I B € C, \‘ MW\ represent D G P Cpefl'ckk for the property (AgenUAppli nt) � t � � (Ownr} it/tics( � I located at ti s R 1� �' �� tFie - � 1,2 LEGAL DESCRIPTION: SEC TWN RNG SUBDIVISION NAME: LOT BLK I can be contacted at the following Home 303 r 3 19 -10Stl;S' Work 3037--6CS' \IL Email: r 0 ciAA, %-et. LI,Oy �'vtAl 4C+rect-vtat e The property owner can be contacted at the following Home � 20 -� :2\ e—L6e1 Work lIP a- 378 ~ t739 Email: �1feCele6 SF`'tC°a\me C o wt Correspondence emailed to: (Check one) DATE Cl t yaw'�� OWNER'S SIGNATURE Stand 4c Agent/Applicant Property Owner DEPARTMENT OF PLANNING SERVICES 1555 N 17th AVE GREELEY, CO 80631 PHONE: (970) 353-6100, Ext. 3540 FAX: (970) 304-6498 AUTHORIZATION FORM tek, cktir C\ represent 0(4 0 i`ct`� {_ (Agent/Applicant) (C�u+r r located at 'a p,rU'irS _ LEGAL DESCRIPTION: SEC TWN RNG or the pro pe rty SUBDIVISION NAME; LOT BLK I can be contacted at the following Home ia b4/ QC Work 3 c3$riflb Email: iw+G "C I kld �c°� QJtcp%MIC>k+tctQics c crwt The property owner can be contacted at the following Home l%Q '-gblG Work `f la378-63`15 Email: }'"�.IOSteAC re%jtEaiivlGlen Correspondence emailed to: (Check one) DATE l I O) OWNER'S SIGNATURE Agent/Applicant Property Owner Ildrp illtedstreamm USE BY SPECIAL REVIEW PERMIT APPLICATION FOR THE CROSSROADS DISCHARGE NORTH AND SOUTH 12" PIPELINES WELD COUNTY, COLORADO AUGUST 2017 Submitted By: DP Operating Company, LP 370 17th Street, Suite 2500 Denver, Colorado 80202 TABLE OF CONTENTS Section Page sI INTRODUCTION �I 2 USE BY SPECIAL REVIEW APPLICATION QUESTIONNAIRE 2 .1 Planning Questions 2.2 Engineering Questions 2.3 Environmental Health Questions S 2.4 Building Questions 11 3 USE BY SPECIAL REVIEW PERMIT REQUIREMENTS FOR PIPELINES SEC. 23-2-510 ■E EE EEIE ESE E•■■•■ I I EEEE DO EMI BNB EU■■ ■a IS E 1St EIEIIEE ADM WM Osman 115 •55IIIIEI515 eta IEEIEE MOM EIEE E E■ IDS EEE E 12 3.1 Applicant's Name and Telephone Number 12 3,2 Source, capacity, destination and type of facilities, support structures involved _a. 12 3.3 Detailed report 1 ATTACHMENT A — USE BY SPECIAL REVIEW CHECKLIST A-1 ATTACHMENT B — USE BY SPECIAL REVIEW APPLICATION FORM B-1 ATTACHMENT C — PRE -APPLICATION MEETING NOTES ATTACHMENT D — FIGURES AND ROUTE MAPS E IDS E■E■EEEI.■ ■ ■■ ■■E OD E E EEEEE OM EEO OM OM OM OM E■ D-il ATTACHMENT E — EMERGENCY CONTACT INFORMATION EE tat EIE at III It SRO Ern EEE■E■■■EEE■ E-fiI ATTACHMENT F — AFFIDAVIT OF INTERESTED LANDOWNERS F-`1 INTRODUCTION As upstream oil and natural gas exploration and development companies continue to access and extract subsurface minerals, additional pipeline and transportation infrastructure is necessary to gather, process, and distribute hydrocarbon resources within the Denver-Julesburg Basin, DCP Operating Company, LP (DCP) is proposing to construct and operate two co -located natural gas discharge pipelines named the Crossroads Discharge North and South 12" Pipelines (also referred to as the "proposed pipelines"). These pipelines would start at the Crossroads Booster Station (USRI7-0023) and would terminate at the Mewbourn 160 Pipeline (USRI2-0006) in Weld County, Colorado. The development of these pipelines will increase the pipeline transport capacity of natural gas in Weld County, reduce the burden of the vehicular transport on Weld County Roads, and support the safer transport of natural gas within the county. Pagel of18 2 USE BY SPECIAL REVIEW APPLICATION QUESTIONNAIRE The following sections list information required for Use by Special Review Permit Applications under Section 23-2-510 of the Weld County Code. 2.1 PLANNING QUESTIONS 2.1.1 Applicant's Name and Telephone Number DCP Operating Company, LP 3026 4th Avenue Greeley, CO 80631 Attn: David Jost, VP Operations North (970) 378-6345 2.1.2 Explain, in dotal , the proposed use of the property. DCP proposes to construct the Crossroads Discharge North and South 12" Pipelines in Section 18 of Township (1)4 North (N); Range (R) 64 West (W) in Weld County, Colorado. The pipelines are entirely located on one parcel (Attachment B; Parcel #105318300002), which is owned by DCP. The proposed pipelines would each be approximately 0.35 miles in total length, are co - located within one right-of-way (ROW), and would start at the Crossroads Booster Station (USRI7-0023) and would terminate at the Mewbourn 160 Pipeline (USRI2-0006). The pipelines would exit from launchers at the Crossroads Booster Station and head south approximately 0.1 miles where it would turn east and travel 0.25 miles where they terminate at receivers along the Mewbourn 160 Pipeline. The alignments are shown in Attachment D of this application. The pipelines would be constructed within a 100 -foot temporary ROW. Once the pipelines have been installed, the temporary ROW will be returned to its pre -construction contours and reclaimed. The permanent maintenance ROW for each pipeline will be 30 -feet; however, this land will be returned to the surrounding land use during the operational period. As the pipelines are located approximately 20 feet apart, the combinedpermanent maintenance ROW would be 50 feet. Permanent, aboveground equipment will include two launchers at the Crossroads Booster Station and two receivers along the Mewbourn 160 Pipeline. Total land impacts during construction will be approximately 4.2 acres, while the permanent ROW will cover approximately 2.1 acres. Page 2 of 18 2.1.3 Consistency with Weld County Code and Chapter 22 of the Comprehensive Plan The property containing by the proposed pipeline project is within an agricultural zone district. Weld County Code Section 23-2-200 et seq. allows the development of oil and gas support and service facilities within agricultural zones. Additionally, section 22-5-90 of the Weld County Code Comprehensive Plan specifies that "the most efficient and environmentally friendly way to transport crude oil is by pipeline, rather than by truck." Transportation of oil and natural gas products by pipeline has a lower impact on the local road system and lowers air quality impacts. The Weld County Code also specifies under Section 22-5-100 that "Oil and gas activities should be planned to accommodate current and future subdivision activities to the extent such development can reasonably be anticipated." Construction and installation of the proposed pipelines would require temporary interruption to land use activities. However, during the operational period, the overlying ROW would be reclaimed. The proposed pipeline project would meet the safety and infrastructure requirements of the Weld County Code Comprehensive Plan and the local oil and natural gas industry while maintaining the long-term productivity of the nearby agricultural operations. 2.1.4 Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. The proposed pipeline project is located in unincorporated Weld County and occurs entirely within an agricultural zone district. The surrounding lands are either irrigated lands, pivot fields, or grazing areas. Some homes and estates are in the vicinity of the proposed pipelines. All impacts from the installation of the proposed pipeline project would be temporary and all disturbed areas would be returned to their pre -construction contours and reseeded. The project is consistent and compatible with the surrounding land uses as a use allowed by right under Weld County Code Section 23-3-20. 2.1.5 Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. The proposed pipeline project is located in unincorporated Weld County and occurs entirely within an agricultural zone district. The surrounding lands are either irrigated lands, pivot fields, or Page 3 of 18 grazing areas. All impacts from the installation of the proposed pipeline project would be temporary and all disturbed areas would be returned to their pre -construction contours and reseeded. The project is consistent and compatible with the surrounding land uses as a use allowed by right under Weld County code Section 23-3-20. 2.1.6 What are the hours and days of operation' construction would occur within daytime hours (7:00 AM to 6:00 PM). Once constructed, the pipelines would be in operation 24 hours a day, seven days a week, 365 days a year. During routine maintenance and inspection activities, trucks would travel along the ROW route between 6:00 AM and 5:00 PM, unless they are responding to an emergency. Daily visits to the pipeline ROW are not anticipated. 2.1.7 List the number of full time and/or part time employees proposed to work at this site. The pipelines would be maintained by 10 to 15 existing DCP field personnel and would not require dedicated full time operators. 2.1.8 If shift work is proposed include the number of employees per shift. See response under Section 2.1.6 of this document. 2.1.9 List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. During construction, up to 50 people could be present onsite for various activities. Construction personnel would include both DCP employees and contractors. Contractors would use existing storage yards as the base of operations. The pipelines would be maintained by 10 to 15 existing DCP personnel. 2.1.10 If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. No animals would be onsite as part of the proposed project. Page4of 18 2.1.11 Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings) No lots are proposed as part of the proposed pipeline project. 2.1.12 How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? No parking lots or structures are proposed as part of the pipeline project. 2.1.13 Explain the existing and proposed landscaping for the site. Following construction and installation, the site would be graded and restored to its pre - construction contours. The ROW would be reseeded and reclaimed. Areas reseeded are expected to return to pre -construction conditions within one to two growing seasons. Noxious weeds would be managed in accordance with Chapter 15, Articles I and II of the Weld county code, during construction and until final reclamation is deemed successful. 2.1.14 Describe the type of fence proposed for the site (e.g. 6 -foot chain link with earth tone slats). No new fencing is required. 2.1.15 Describe the proposed screening for all parking and outdoor storage areas. If the site is located in a floodplain outdoor storage is restricted. No permanent onsite parking or storage areas is proposed. 2.1.16 Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. Should temporary decommissioning be required on either pipeline, the pipeline pressure would be reduced to a safe level or the pipeline would be cleared using blowdown valves at the launcher or receiver site. Once these procedures are completed, maintenance activities would be conducted on the pipeline. Page 5 of 18 Once the pipelines are operating, there is no intention of removing or terminating use of the pipelines. Should either pipeline require decommissioning, the pipeline would be cleaned, isolated, and abandoned in place per all state of Colorado and local regulations and per the landowner agreement. 2.1.17 Who will provide fire protection to the site? The Platteville Valley Fire Protection District would be dispatched in the case of an emergency along the ROW. The project will not have a water source appropriate for fire suppression; therefore, water or other fire retardants would be transported to the ROW if needed. 2.1.18 List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Aboveground equipment associated with the proposed pipelines will include two launchers at the Crossroads Booster Station and two receivers at the Mewbourn 160 Pipeline connection. Construction of the facilities would occur concurrently with the pipeline construction and installation period which is expected to commence in November of 2017. 2.2 ENGINEERING QUESTIONS 2.2.1 Describe how many roundtripsfday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) During construction equipment (graders, disking, etc.), stringing trucks, welding trucks, and one - ton pickup trucks would be required along the ROW for construction, installation, and reclamation activities. These vehicles would only be needed for the brief construction period and are not expected within the ROW once the pipelines become operational. During operation of the pipelines, only occasional traffic from pickup trucks within the ROW for routine maintenance and inspection would be required. Any additional traffic resulting from construction of the pipelines will be minor and temporary. As the project will not contribute to significant alterations in traffic patterns within Weld county►, DCP assumes that a traffic study will not be required for this application. Page 6 of 18 2.2.2 Describe the expected travel routes for site traffic. Access to the site would be from existing private roads. No planned temporary or permanent access roads or easements are planned outside of the construction ROW for the proposed pipelines. As such, no Weld County Access Permits are needed at this time. Once the pipelines are operational, additional traffic will be limited to an occasional vehicle used for regular inspection and maintenance. No long-term alteration of traffic patterns within Weld County is anticipated. 2.2.3 Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) The proposed pipelines would be generally be accessed via the existing private roads along CR 44. 2.2.4 Describe the time of day that you expect the highest traffic volumes from above. The greatest volume of traffic during construction would occur between 8:00 AM and 6:00 PM. 2.2.5 Describe where the access to the site is planned. Refer to Section 2.2.2 for the discussion on site access. 2.2.6 Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. Based on the criteria set forth in Section 23-12-30.F.1a.5 of the Weld County code, this pipeline project does not require a detention pond. Details regarding this exception are described in the questionnaire list below: A. Does your site qualify for an exception to stormwater detention? If so, describe in a drainage narrative the following: 1. Which exception is being applied for and include supporting documentation. Page 7of18 i. Section 23-12- o. F.1 a.5 — This section specifies that "Exceptions to the stormwater detention shall be limited to the following:... 5) Pipelines or transmission lines." 2. Where the water originates if it flows onto the property from an offsite source. i. The property containing the pipelines generally has higher elevations along the southern side which decrease toward the north. Stormwater and overland flow would move across the proposed ROW from nearby fields. Overland flow would generally move toward the north. No stream or wetland features occur within the ROW. 3. Where it flows to as it leaves the property. i. As the ROW would be restored to its natural contour and drainage patterns, water would flow across the ROW as it has historically. Surface flow would collect in the local ditch systems along active fields and roadways a n d eventually flow into the South Platte River System. As the ROW would be revegetated, the project is not anticipated to increase the sediment burden on the local watersheds. 4. The direction of flow across the property. i. The direction of flow during the operational period of the pipelines would identical to its pre -construction flow. If there have been previous drainage problems with the property. i. The property has no known drainage issues. 2 ENVIRONMENTAL HEALTH QUESTIONS 2.3.1 What is the drinking water source on the property? No drinking water source is required. During construction, bottled water will be provided to construction personnel. 2.3.2 If utilizing a drinking water well include either the well permit or well permit application that was submitted to the state -Division of Water Resources. If utilizing a public water tap Page 8 of 18 include a letter from the Water District, a tap or meter number, or a copy of the water bill. N o drinking water well is required. No public water tap will be utilized for this project. Water used for hydrostatic testing would come from a municipal source and be disposed of in compliance with a Colorado Discharge Permit System. 2.3.3 What type of sewage disposal system is on the property? If utilizing an existing septic system provide the septic permit number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health (CDPHE) and Environment prior to submitting this application. If a new septic system will be installed please state "a new septic system is proposed." only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy. N o existing or proposed sewage disposal system would be used. Portable toilets would be used for construction personnel, but would be removed for the operational life of the pipelines. 2.3.4 If storage or warehousing is proposed, what type of items will be stored? N o long-term storage would be proposed onsite. 2.3.5 Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. During construction, all liquid and solid waste will be stored and removed for disposal according to applicable regulations. Temporary► sewage disposal units (i.e., portable toilets) will be placed in areas of active construction, and will be maintained regularly to prevent water or soil contamination. Any leaks from equipment or vehicles will be cleaned up in accordance with all applicable regulations and disposed of at appropriate disposal facilities. No wastes will be stored or stockpiled during operation of the pipelines. Page 9 of 18 2.3.6 If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. No fuel storage would occur onsite. 2.3.7 If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. No vehicles would be washed onsite. .3.8 If there will be floor drains indicate how the fluids will be contained. No floor drains would be required as part of the proposed project. 2.3.9 Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) short-term air emission would result from the operation of project vehicles and machinery during the construction period. Water would be utilized for dust suppression as needed. As the project would result in less than 25 acres of temporary disturbance, no Air Pollution Emission Notice (APEN) with the CDPHE would be required for fugitive dust. 2.3.10 Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.). Refer to Attachment D of this permit application for vicinity maps. 2.3.11 Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) Not applicable. 2.3.12 Additional information may be requested depending on type of land use requested. Additional information can be provided upon request. Page 10 of 18 24 BUILDING QUESTIONS 2.4.1 List the type,. size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. The proposed pipelines would connect to infrastructure at the proposed Crossroads Booster Station and the existing Mewbourn 160 Pipeline. The proposed launcher and receivers would not be located within any buildings. No other structures would be required. 2.4.2 Explain how the existing structures will be used for this USR? No existing structures would be utilized by the proposed pipeline. 2.4.3 List the proposed use(s) of each structure. No existing structures would be utilized by the proposed pipeline. Page 11 of 18 3 USE BY SPECIAL REVIEW PERMIT REQUIREMENTS FOR PIPELINES SEC. 23-2-510 Chapter 23 of the Weld County code requires a Use by Special Review Permit to construct a natural gas pipeline that is greater than 12 inches in diameter and is designed to operate at a hoop stress of 20 percent, or higher, of its Specified Minimum Yield Strength. The following information is requested in Section 23-2-510 of the Weld County Code. 3.1 APPLICANT'S NAME AND TELEPHONE NUMBER DCP Operating Company, LP 3026 4th Avenue Greeley, CO 80631 Attn: David Jost, VP Operations North (970) 378-6345 .2 SOURCE, CAPACITY, DESTINATION AND TYPE OF FACILITIES, SUPPORT STRUCTURES INVOLVED DCP is proposing to construct and operate two co -located natural gas discharge pipelines named the Crossroads Discharge North and South 12" Pipelines (also referred to as the "proposed pipelines"). These pipelines would start at the Crossroads Booster Station U R17-0023) and would terminate at the Mewbourn 160 Pipeline (USRI2-0006) in Weld County, Colorado. The development of these pipelines will increase the pipeline transport capacity of natural gas in Weld County, reduce the burden of the vehicular transport on Weld County Roads, and support the safer transport of natural gas within the county. 3.3 DETAILED REPORT 3.3.1 Description of the Pipeline DCP proposes to construct the Crossroads Discharge North and South 12" Pipelines in Section 18 of Township (T) 4 North (N); Range (R) 64 West (W) in Weld County, Colorado. The pipelines are entirely located on one parcel (Attachment B; Parcel ##105318300002), which is owned by DCP. The proposed pipelines would each be approximately 0.35 miles in total length, are co - Page 12 of 18 located within one right-of-way (ROW), and would start at the Crossroads Booster Station (USRI 7-0023) and would terminate at the Mewbourn 160 Pipeline (USRI2-0006). The pipelines would exit from launchers at the Crossroads Booster Station and head south approximately 0.1 miles where it would turn east and travel 0.25 miles where they terminate at receivers along the Mewbourn 160 Pipeline. The alignments are shown in Attachment D of this application. The pipelines would be constructed within a 100 -foot temporary ROW. Once the pipelines have been installed, the temporary ROW will be returned to its pre -construction contours and reclaimed. The permanent maintenance ROW for each pipeline will be 30 -feet; however, this land will be returned to the surrounding land use during the operational period. As the pipelines are located approximately 20 feet apart, the combined permanent maintenance ROW would be 50 feet. Permanent, aboveground equipment will include two launchers at the Crossroads Booster Station and two receivers along the Mewbourn 160 Pipeline. Total land impacts during construction will be approximately 4.2 acres, while the permanent ROW will cover approximately 2.1 acres. 3.3.2 Description of the Preferred Route The preferred route is described in detail in Section 3.3.1 of this permit application. This route was selected as the preferred project route as it balances environmental sensitivity, operational efficiency, cost minimization, and adjacent landowner considerations. A►s such, DCP has proposed this alignment as the preferred route as it helps meet the operational needs of the project while minimizing impacts to the surrounding community and environment. In the early planning stages, DCP considered alternative route options through the property; however, the DCP generally decided to site the pipelines as dose to the southern edge of the property as possible in order to make inspection access easier and to reduce the potential for interruption to agricultural activities in the nearby field and other resources. 3.3.3 Procedures to Mitigate Adverse Impacts The pipelines will be installed underground with the exception of the launchers and receivers. No landscaping is proposed. Upon completion of construction activities, the ROW will either be seeded with native grasses. If noxious weeds are identified on the ROW during construction or Page 13 of 18 reclamation periods, they will be managed in compliance with Chapter 15, Articles I and II of the Weld County Code. DCP will implement the following procedures to minimize adverse effects during construction and operation of the pipeline: • Best Management Practices wilt be installed to prevent erosion or sediment runoff; • Topsoil will be segregated from subsoil during grading activities. Once the pipelines are installed in the trench, subsoil will be backfilled into the trench. The segregated topsoil will be placed atop the subsoil, and the ROW will be graded to preconstruction contours; • DCP will apply for a CDPHE Construction Stormwater Permit. The permit requires the development of a SWMP. DCP has developed the SWMP which will provide mitigation measures to be followed during construction and operation of the pipeline; and • The ROW will be stabilized as quickly as possible following final grading. 3.3.4 Construction Schedule Typical pipeline construction methods will be implemented. These include: • Survey — The alignment and workspace limits will be identified prior to construction activities; clearing and Grading — The temporary construction ROW will be cleared of trees and obstructions, and graded to a relatively flat surface to accommodate construction equipment; • Trenching — The pipeline trenches will be excavated to provide a depth of cover required by the USDOT, Weld County or DCP Standards. Roads and waterbodies will bored using standards construction techniques; • Pipe Stringing and Laying — Pipe segments will be strung along the ROW parallel to the trench, and will be bent (where required), welded, and lowered -in to the trench; • Backfilling and Grading — Once the pipelines are installed in the trenches, subsoil will be replaced into the trench. Topsoil that was segregated during grading operations will be placed over the subsoil. The ROW will be re -graded to its preconstruction contour and seeded to encourage revegetation; • Hydrostatic Testing - The pipelines will undergo hydrostatic testing to ensure their integrity. Page 14 of 18 Construction on the Crossroads Discharge North and South 12" Pipelines is planned to start in November 2017 and end in February 2018. 33.5 Information on Public Sutreach and Land Iwners'hip No public meetings have been held regarding this project. See Attachment F for the affidavits of interested landowners. 3.3.6 Description of the Hazards Transporting oil and natural gas by pipeline is generally safer, lowers the burden on local collector roads, and lowers air quality emissions. There is some small risk the integrity of a pipeline may be compromised from accidents or geologic hazards which could result in a release of gas. In addition to DCP's monitoring and valve cutoff systems described in the section below, DCP will dearly mark the centerline of the proposed pipelines with markers placed at line of site intervals, and at road and railroad crossings. The markers will clearly indicate the presence of a gas pipelines, and will provide a telephone number and address where a company representative can be reached in an emergency or prior to any excavation in the area of the pipelines. In addition, DCP participates in the "One Call" system. "One call" systems serve as the clearinghouse for excavation activities that are planned close to pipelines and other underground utilities. DCP employs highly trained operators and contractors and maintains close working relationships with all emergency response personnel. DCP also participates in a continuing education program to enable customers, the public, government officials, and those engaged in excavation activities to recognize a gas pipeline emergency and report it to the appropriate authority. 3.3.7 Emergency Procedures DCP maintains a monitoring system that includes a gas control center that tracks pressures, flows, and deliveries on its entire system. The gas control center is staffed 24 hours a day, 7 days a week, 365 days a year. DCP also has area offices near the pipelines with personnel who can provide the appropriate response to emergency situations and direct safety operations as necessary. DCP's pipeline systems are equipped with remotely controlled valves that can be Page 15 of 18 operated from the gas control center. In the event of an emergency, the valves allow for a section of the pipeline to be isolated from the rest of the system. Data acquisition systems are also present at all of OOP's meter stations. If system pressures fall outside of a predetermined range, an alarm is activated, and notice is transmitted to the gas control center. Routine aerial and ground inspections are conducted by DCP personnel or contractors. These inspections allow DCP to identify soil erosion that may expose the pipelines; dead vegetation that may indicate a leak in a line; unauthorized encroachment on the ROW by a third party; or other conditions that may lead to a safety hazard and/or require preventative maintenance or repairs. See Attachment E for emergency contact information. 3.3.8 Procedures to Minimize Impacts on Irrigated Agricultural Land The pipeline ROW will be located in an agricultural zone district. During pipeline design and route selection, DCP made efforts to avoid actively cultivated agricultural fields to reduce impact to productive areas. The lands adjacent to the ROW are also zoned as agricultural. The ROW route is as direct as possible limiting the total acreage of land affected during construction. The effect on land that is disturbed during construction will be temporary in nature since the permanent ROW will be allowed to revert to its pre construction state. In areas where active cultivation could not be avoided, impacts will be minimized by implementing the following: • Topsoil will be segregated and preserved during grading operations, and returned as surface layer soil once the pipelines are installed; • The pipelines will be installed in an area that will avoid affecting the operation of irrigation equipment; and • Following construction of the project, the ROW will be seeded and reclaimed. Upon successful completion of construction, disturbed areas will be seeded with native grasses to encourage vegetation growth and soil stabilization. Page 16 of 18 3.3.9 Conformance with the Guidelines of Chapter 22 The properties intersected by the proposed pipelines are within an agricultural zone district. Weld County Code Section 23-2-200 et seq. allows the development of oil and gas support and service facilities within agricultural zones. Additionally, Section 22-5-90 of the Weld County Code Comprehensive Plan specifies that "the most efficient and environmentally friendly way to transport crude oil is by pipeline, rather than by truck." Transportation of oil and natural gas products by pipeline has a lower impact on the local road system and lowers air quality impacts. The Weld County Code also specifies under Section 22-5-100 that "Oil and gas activities should be planned to accommodate current and future subdivision activities to the extent such development can reasonably be anticipated". Construction and installation of the proposed pipelines may require temporary interruption to agricultural activities. However, during the operational period, the overlying ROW would be reclaimed. The proposed pipelines would meet the safety and infrastructure requirements of the Weld County Code Comprehensive Plan and local oil and natural gas industry while maintaining the long-term productivity of the nearby agricultural operations. 3.3.10 Decommissioning Plan Should temporary decommissioning be required, the pipeline pressure would be reduced to a safe level or the pipeline(s) would be cleared using blowdown valves at the launcher or receiver site. Once these procedures are completed, maintenance activities would be conducted on the pipeline(s). Once the pipelines are operating, there is no intention of removing or terminating use of either pipeline. Should either of the pipelines require decommissioning, it would be cleaned, isolated, and abandoned in place per all state of Colorado and local regulations and per the landowner agreement. 3.3.11 Haul Routes During Construction The movement of construction equipment and materials to the ROW may temporarily affect existing transportation networks. To minimize disruption, equipment and materials will be stored in the vicinity of the construction site. Where access to roadways may impede traffic flow, Page 17 of 18 appropriate traffic control measures will be used. DCP will work with Weld County Department of Public Works to obtain all necessary road crossing permits. 3.3.12 Other Pertinent Information Additional information can be provided upon request. Page 18 of 18 ATTACHMENT A - USE BY SPECIAL REVIEW CHECKLIST N/A N/A x x N/A tot �S. Ls USE BY SPECIAL REVIEW (USR) PROCEDURAL GUIDE CHECKLIST DEPARTMENT OF PLANNING SERVICES * 1555 N. 17Thl AVENUE * GREELEY, Co 80631 www. wel dgov. c om 970-353-6100 EXT 3540 * FAX 970-304-6498 APPLICATION REQUIREMENTS The applicant shall submit 1 -hard copy and 1 -electronic copy containing one of all of the items listed. The application will be reviewed for completeness during the Completeness Review. Submit a copy of the Pre -application meeting minutes. X Submit application form (see attached). N/A x x N/A Submit Applicant's representative/authorization form if applicant or authorized agent is different than owner. Submit incorporation documents if the owner is an LLC, INC, etc. Submit responses to USR questionnaire. See attached. Submit USR map with paper dimensions of 24" X 36". See attached for map requirements. Submit Certificate of Conveyances form and all attachments. Contact a title company to obtain a Certificate of Conveyances. The Certificate of Conveyances expires in thirty days of the signing date on the cover sheet. Submit a list of all the surrounding property owners (surface estate) within 500 feet of the property under consideration. This list must be a certified list of the names, addresses, and the corresponding parcel number assigned by the Weld County Assessor of the owners' of property. Also submit the affidavit stating that the list is accurate. This list shall be compiled from the records of the Weld County Assessor, the Weld County Website, www.co.weld.us, or a person qualified to do the task. This list expires in thirty days of the date compiled. N/A Submit copy of document showing evidence of adequate water supply (e.g. well permit or letter from water district) . If using a well, please complete the attached Water Supply Information Sum mary. N/A N/A N/A Submit copy of document showing evidence of adequate sewage disposal (e.g. septic permit or letter from the sanitary sewer district) Submit Weld County Access Permit Application Form, if required. Clearly indicate all existing and proposed accesses (residential, agricultural, oil and gas, ditch, etc). Include photos looking into, left and right for each existing or proposed access. Applications will not be processed without photos. Notice of Inquiry or letter/email from a municipality if the site is located within an Intergovernmental Agreement (IGA) boundary or a Cooperative Planning Area (CPA). N/A Detention design summarized in a Drainage Report if required per pre -application meeting minutes. Traffic Study if required per pre -application meeting minutes. If violation case hold a community meeting for owners within 500 feet of property boundary and subm it meeting minutes. Submit all required documents on a CD or via email in .pdf format. Application fee Investigation fee, due only if this is a violation. ATTACHMENT B - USE BY SPECIAL REVIEW APPLICATION FORM INN, do USE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17' AVENUE * GREELEY, CO 80631 www.weldgov.com * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE ## ASSIGNED: PLANNER ASSIGNED: • Parcel Number*: 1 0 5 3_ I Address of site: 8 _3 _0 0 '0 0 Legal Description: L2 & SESW (*A 12 digit nunter on Tax ID. information, obtainable at w w w .w eldgov.com). Section:18 Township:4 N Range: 64 w Zone District: Agriculture Acreage: 4.2 Floodplain:OY o Geological H ard:: Y FEE OWNER(S) OF 11-1E PROPERTY: Name: DP Midstream, LP Airport Overlay: tY Company: DCP Midstream, LP Phone #: (303) 595-3331 Email: Street Address: 370 17th St, Suite 2500 City/State/Zp Code: Name: Denver, CO, 80202 Company: Phone #: Street Address: _ City/State/3p Code: Name: Email: Company: Phone #: Street Address: Email: City/StateMp Code: APPLICANT OR AUTHORIZED AGENT: (See below Authorization must acconpanyall applications signed byAuthorized'Agents) Name: David Jost Company: DCP Operating Company, LP Phone #: (970) 378 - 6345 Email: DMJost@DCPMidstream Street Address: 3026 4th Ave. City/State/Zip Code: Greeley, CO, 80631 PROPOSED USE: Dual 12 inch natual gas discharge pipelines. I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correctto the best of my (our)knowledge. Signatures of all fee owners of property m ustsign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. gnature: er or Authorized Agent Date #0,/-1 Signature: Owner or Authorized Agent Date Print Name Print Name Rev 4/2016 ATTACHMENT C - PRE -APPLICATION MEETING NOTES TO: MEMORANDUM PRE 17-0133, PRE17-0134 and PRE 17-0135, Case File, pre -application DATE: May 25, 2017 FROM: Michelle Wall, Office Technician SUBJECT: Pre -Application Meeting prior to submitting 3 USR Applications Attendees: Becky Malloy, DCP Midstream, LP Patrick Groom, Applicant's Representative John Anderson, C H 2 M Karen Simpson, Kleinfelder Kim Ogle, Planning Hayley Balzano, Engineering Evan Pinkham, Public Works Michelle Wall, Planning On Thursday, May 25, 2017 an informal discussion took place at the Greeley Administrative Offices Conference Room regarding 3 proposed USR applications. PRE 17-0133 The legal description is Lot B of Corrected RE -3203 being part of SE4 Section 35, T4N, R66W of the 6th P.M.; Situs Address is 18295 County Road 35. PRE 17-.0t 34 The legal description is Lot B of Corrected RE -3203 being part of SE4 Section 35, T4N, R66W of the 6th P.M.; Situs Address is 18295 County Road 35. PRE 17-0135 The legal description is part of Section 18, T4N, R64W of the 6th P.M. Background Information: PRE 17-0133 DCP Operating Company LP wishes to construct a 16" residue gas line which will be less than 2 miles in length. The pipeline would commence at the Mewbourn 3 Plant (pending USR Application Case Number 5MJ USR17-83-542) and would terminate at the Colorado Interstate Gas Pipeline. PRE 17-0134 DCP Operating Company LP wishes to construct a 20" discharge gas line which will be 7 miles in length. The pipeline would commence at the Godfrey Booster Station and would terminate at the Mewbourn Gas Plant (pending USR Application Case Number 5MJ USR17-83-542). A new easement is being requested. PRE 17-0135 DCP Operating Company LP wishes to construct 2 12" discharge gas lines which will be located in the same right-of-way and be approximately 1 mile in length. The pipeline would commence at the proposed Crossroads Booster Station (USR17-0023) and would terminate at the Mewbourn 160 pipeline (USR12-0006). DCP's pipelines are unmanned. During construction, portable water and toilets will be provided to construction workers. Building Department Staff was unavailable; however please contact Jose Gonzalez at 970-353-6100 ext. 3540 for further direction. Building permits may be required, per Section 29-3-10 of the Weld County Code. Currently the following has been adopted by Weld County: 2012 International Codes; 2006 International Energy Code; 2014 National Electrical Code; A building permit application must be completed and two complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A geotechnical engineering report or an open -hole inspection report performed by a registered State of Colorado engineer may be required for new structures and or additions. Pre -Manufactured non-residential structures may be required to comply with state Resolution 35. A complete code analysis prepared by a registered design professional may be required, and shall be submitted with Commercial Permit Applications to Weld County. A Fire District Notification letter may be required and shall be submitted with Commercial Permit applications. Building Staff recommends a pre -submittal meeting with Building Department to verify all requirements are present. Current Plan Review time is 20-25 working days. Incomplete applications may delay plan review timelines. All building permit requirements can be found on the Weld County web -site: www.weldgov.com/departmentslbuildinq/building permit/permit applications/. Health Department Staff was unavailable; however please contact Lauren Light at 970-400-2211 for further direction. Waste handling: Waste materials shall be handled, stored, and disposed in a manner that controls blowing debris, and other potential nuisance conditions. The applicant shall operate in accordance with Chapter 14, Article 1 of the Weld County Code. Please answer the following if applicable; indicate if there will be washing of vehicles or equipment, fuel storage, maintenance of vehicles or equipment, floor drains in shop, air emissions permit. Onsite dust: Fugitive dust should attempt to be confined on the property. Uses on the property should comply with the Colorado Air Quality Commission's air quality regulations. Sewage disposal information: Include in application how sewage disposal will be accommodated. If using a septic system provide a copy of the septic permit. Either utilize the County website www.co.weld.co.usimaps/propertyportal/ or call (970-304-6415) or stop by EH front counter and request a copy. Potable water information: Include in application how potable water will be provided. Provide a will serve letter or water bill from the water district or provide a copy of well permit. Portable toilets and Bottled water can be used for employees and customers per policy below: TO DEFINE WHEN PORTABLE TOILETS AND COMMERCIALLY BOTTLED WATER ARE ALLOWED Purpose: To define when portable toilets and commercially bottled water are allowed. Policy: Bottled water from a commercial source is allowed in the following circumstances: 1. Temporary or seasonal uses that are utilized 6 months or less per year (for example recreational facilities, firework stands, farmers markets ) 2. Gravel mines 3. 10 or less customers or visitors per day And/or one of the following: 4. 2 or less full time (40 hour week) employees located on site 5. 4 or less part time (20 hour week) employees located on site 6. Employees or contractors that are on site for less than 2 consecutive hours a day Policy: portable toilets are allowed in the following circumstances: 1. Temporary or seasonal uses that are utilized 6 months or less per year (for example recreational facilities, firework stands, farmers markets ) 2. Gravel mines 3. 10 or less customers or visitors per day And/or one of the following: 4. 2 or less full time (40 hour week) employees located on site 5. 4 or less part time (20 hour week) employees located on site 6. Employees or contractors that are on site for less than 2 consecutive hours a day Public Works Staff comments provided as a courtesy to the applicant. While we strive to help identify as many potential issues upfront during the pre -application meeting we cannot anticipate every issue that may come up during the formal application process. PRE17-0133 This project is north of CR 38 and is adjacent to CR 33. ADT. Latest ADT on CR 33 was taken on 8/21/2013 which counted 159 vpd with 23% trucks. ROADS AND RIGHT OF WAY: County Road 33 is a gravel road and is designated on the Weld County Road Classification Plan as a local road, which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. TRAFFIC REQUIREMENTS: Lower traffic trips (well under 100 round trips per day) 1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) 2. Describe the expected travel routes or haul routes for site traffic. 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 4. Describe the time of day that you expect the highest traffic volumes from above. ACCESS: Access Element Arterial Collector Local Distance between intersections Signalized 2,640 N/A N/A Unsignalized 1,320 1,320 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access points in subdivisions 660 330 75 An Access Permit is required. We strongly encourage you to discuss your access with public works prior to laying out your site plan to ensure the approved accesses are compatible with your layout. For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking left and right along roadway from the access point and looking into and out of the access point). These photos are used to evaluate the safety of the access location. Access permit instructions and application can be found at https://www.weldgov.com/departments/public works/permits/. Chapter 6, Sections 6.3, 6.4 and 6.5 of the Weld County Engineering and Construction Criteria, offer access design guidance. This document can be found at https://www.weldgov.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/Engineerinc/WCEC C%20Manual.pdf. Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new access points may or may not be granted. Questions pertaining to access permits or access design shall be directed to the Public Works Department. Application Fee: temporary $75, single residential $75, small commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. For shared accesses, Public Works strongly recommends that the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future. Entrance gates (if applicable) must be set back a minimum of 100 ft from edge of existing shoulder of roadway to allow a truck and trailer or RV to pull completely off of the roadway and open the gate. In no case shall any vehicle(s) stopped for gate create a safety issue for roadway users. TRACKING CONTROL: Tracking control is required to prevent tracking from the site onto public roadways. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Less than 20 passenger vehicle round trips/day, no upfront tracking control requirements. IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (IRMR): No improvements agreement will be required as the anticipated traffic is less than 21 round truck trips/day or 50 round passenger vehicle trips/day or if defined as a Site Plan Review (SPR). A development standard will be applied to the recorded map indicating any impacts to the road must be mitigated by the owner. The access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): o Show and label location of existing road Right -of -Way, future road Right -of -Way, and Easements o Show and label the unmaintained section line Right -of -Way o Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (25 feet for passenger vehicles/60 feet for trucks) o Show and label the approved tracking control ADT: Latest ADT on CR 35 was taken on 9/30/2014 which counted 514 vpd with 55% trucks. ROADS AND RIGHT OF WAY: County Road 35 is a gravel road and is designated on the Weld County Road Classification Plan as a collector road, which requires 80 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. County Road 38 is a gravel road and is designated on the Weld County Road Classification Plan as a local road, which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. County Road 40 is a gravel road and is designated on the Weld County Road Classification Plan as a local road, which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. County Road 42 is a gravel road and is designated on the Weld County Road Classification Plan as a local road, which requires 60 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. County Road 44 is a paved road and is designated on the Weld County Road Classification Plan as a arterial road, which requires 140 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. County Road 46 is a paved road and is designated on the Weld County Road Classification Plan as a collector road, which requires 80 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. CR 33 is owned and maintained by the City or Town (municipality) of Evans. The municipality has jurisdiction over all accesses within their jurisdiction. Please contact municipality to verify the access permit or for any additional requirement that may be needed to obtain or upgrade the permit. The Colorado Department of Transportation (CDOT)has jurisdiction over all accesses to the state highways. Please contact Gloria Hice-Idler at the Greeley office (970-350-2148 or 970-350-2163) to verify the access permit or for any additional requirements that may be needed. (State Highway 85) TRAFFIC REQUIREMENTS: Lower traffic trips (well under 100 round trips per day) 5. Describe how many roundtripsiday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-TruckfTrailer/RV (Roundtrip = 1 trip in and 1 trip out of site) 6. Describe the expected travel routes or haul routes for site traffic. 7. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 8. Describe the time of day that you expect the highest traffic volumes from above. ACCESS: Access Element Arterial Collector Local Distance between intersections Signalized 2,640 N/A N/A Unsignalized 1,320 1,320 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access points in subdivisions 660 330 75 An Access Permit is required. We strongly encourage you to discuss your access with public works prior to laying out your site plan to ensure the approved accesses are compatible with your layout. For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking left and right along roadway from the access point and looking into and out of the access point). These photos are used to evaluate the safety of the access location. Access permit instructions and application can be found at https://www.weldgov.com/departments/public works/permits/. Chapter 6, Sections 6.3, 6.4 and 6.5 of the Weld County Engineering and Construction Criteria, offer access design guidance. This document can be found at https://wvvw.weldgov.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/Engineering/WCEC C%20Manual.pdf. Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new access points may or may not be granted. Questions pertaining to access permits or access design shall be directed to the Public Works Department. Application Fee: temporary $75, single residential $75, small commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. For shared accesses, Public Works strongly recommends that the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future. Entrance gates (if applicable) must be set back a minimum of 100 ft from edge of existing shoulder of roadway to allow a truck and trailer or RV to pull completely off of the roadway and open the gate. In no case shall any vehicle(s) stopped for gate create a safety issue for roadway users. TRACKING CONTROL: Tracking control is required to prevent tracking from the site onto public roadways. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Less than 20 passenger vehicle round trips/day, no upfront tracking control requirements. IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (IRMA): No improvements agreement will be required as the anticipated traffic is less than 21 round truck trips/day or 50 round passenger vehicle trips/day or if defined as a Site Plan Review (SPR). A development standard will be applied to the recorded map indicating any impacts to the road must be mitigated by the owner. The access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): o Show and label location of existing road Right -of -Way, future road Right -of -Way, and Easements o Show and label the unmaintained section line Right -of -Way o Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (25 feet for passenger vehicles/60 feet for trucks) o Show and label the approved tracking control PRE 17-0135 This project is north of CR 44 and is east of CR 49. ADT: Latest ADT on CR 44 was taken on 3/6/2013 which counted 859 vpd with 36% trucks. ROADS AND RIGHT OF WAY: County Road 44 is a paved road and is designated on the Weld County Road Classification Plan as a collector road, which requires 80 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. County Road 49 is designated on the Weld County Classification Plan as an arterial road, which typically requires 140 ft of right-of-way at full build out. Weld County is currently in the process of widening this corridor. The alignment of the road widening project varies along the section line for the corridor. Contact Public Works for the location of the existing and future right of way and easements and delineate these on the map. TRAFFIC REQUIREMENTS: Lower traffic trips (well under 100 round trips per day) 9. Describe how many roundtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) 10. Describe the expected travel routes or haul routes for site traffic. 11. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 12. Describe the time of day that you expect the highest traffic volumes from above. ACCESS: Access Element Arterial Collector Local Distance between intersections Signalized 2,640 N/A N/A Unsignalized 1,320 1,320 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access points in subdivisions 660 330 75 An Access Permit is required. We strongly encourage you to discuss your access with public works prior to laying out your site plan to ensure the approved accesses are compatible with your layout. For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking left and right along roadway from the access point and looking into and out of the access point). These photos are used to evaluate the safety of the access location. Access permit instructions and application can be found at https://www.weldqov.comidepartments/public works/permits/. Chapter 6, Sections 6.3, 6.4 and 6.5 of the Weld County Engineering and Construction Criteria, offer access design guidance. This document can be found at https://www.weldgov.com/UserFiles/Servers/Server 6/File/Departments/Public%20Works/Enqineering/WCEC C%20Manual.pdf. Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new access points may or may not be granted. Questions pertaining to access permits or access design shall be directed to the Public Works Department. Application Fee: temporary $75, single residential $75, small commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. For shared accesses, Public Works strongly recommends that the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road. This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future. Entrance gates (if applicable) must be set back a minimum of 100 ft from edge of existing shoulder of roadway to allow a truck and trailer or RV to pull completely off of the roadway and open the gate. In no case shall any vehicle(s) stopped for gate create a safety issue for roadway users. TRACKING CONTROL: Tracking control is required to prevent tracking from the site onto public roadways. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. Less than 20 passenger vehicle round trips/day, no upfront tracking control requirements. IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (IRMA): No improvements agreement will be required as the anticipated traffic is less than 21 round truck trips/day or 50 round passenger vehicle trips/day or if defined as a Site Plan Review (SPR). A development standard will be applied to the recorded map indicating any impacts to the road must be mitigated by the owner. The access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): o Show and label location of existing road Right -of -Way, future road Right -of -Way, and Easements o Show and label the unmaintained section line Right -of -Way c Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (25 feet for passenger vehicles/60 feet for trucks) o Show and label the approved tracking control CONTACT INFORMATION: Please contact the following staff regarding the following Public Works issues: Access Permits: Morgan Gabbert mg abbertweldgay.cam 970-400-3778 Improvements Agreements: Evan Pinkham epinkham@weldgay.com 970-400-3727 Traffic Studies: Janet Lundquist jlundquist©weldgov.com 970-400-3726 Right -of -Way: Tiffane Johnson tvjohnsonweldgov.com 970-400-3766 Engineering PRE 17-0133 DRAINAGE REQUIREMENTS: Weld County has recently adopted a new stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. A list of professional engineering consultants is available if you need help finding an engineer to assist you with your project at the following link http://www.co.weld.co.us/Departments/PlanningZoning/Engineering.html. Please contact the Department of Planning Services/Development Review Engineering for questions or assistance 970-353-6100. URBANIZING VS NON -URBANIZING DRAINAGE AREA: This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site. Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. To avoid holding up case processing, a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7 -day case submittal information. 1. Drainage Narrative requirements with exception from detention pond. The Drainage Narrative must describe at a minimum: i. Which exception is being applied for and include supporting documentation 1.a.5 Pipelines and Transmission Lines ii. Where the water originates if it flows onto the property from an offsite source iii. Where it flows to as it leaves the property iv. The direction of flow across the property v. If there have been previous drainage problems with the property Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. GRADING PERMIT: If more than 1 acre is to be disturbed for construction of non pipeline or non -gravel pit items such as structures, parking lots, laydown yards etc..., a Weld County Grading Permit will be required prior to the start of construction. Grading Permit applications are accepted after the planning process is complete (map recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Planning Department for more information. Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater/ 200 + $1 per acre over 20. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. GEOLOGIC HAZARD AREA: This site IS NOT in a Geologic Hazard Area. FLOODPLAIN: This site IS NOT in a FE MA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention ponds shall be labeled as "No Build/Storage Area" and include design volume PRE17-0134 '-0134 DRAINAGE REQUIREMENTS: Weld County has recently adopted a new stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. A list of professional engineering consultants is available if you need help finding an engineer to assist you with your project at the following link http://www.ca.weld.co.us/Departments/PlanningZoning/Engineering.html. Please contact the Department of Planning Services/Development Review Engineering for questions or assistance 970-353-6100. URBANIZING VS NON -URBANIZING DRAINAGE AREA: This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site. Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. To avoid holding up case processing, a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7 -day case submittal information. 2. Drainage Narrative requirements with exception from detention pond. The Drainage Narrative must describe at a minimum: vi. Which exception is being applied for and include supporting documentation 1.a.5 Pipelines or transmission lines vii. Where the water originates if it flows onto the property from an offsite source viii. Where it flows to as it leaves the property ix. The direction of flow across the property x. If there have been previous drainage problems with the property Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. GRADING PERMIT: If more than 1 acre is to be disturbed for construction of non pipeline or non -gravel pit items such as structures, parking lots, laydown yards etc..., a Weld County Grading Permit will be required prior to the start of construction. Grading Permit applications are accepted after the planning process is complete (map recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Planning Department for more information. Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater/$200 + $1 per acre over 20. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. GEOLOGIC HAZARD AREA: This site IS NOT in a Geologic Hazard Area. FLOODPLAIN: This site IS NOT in a FE MA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention ponds shall be labeled as "No Build/Storage Area" and include design volume PRE 17-0135 DRAINAGE REQUIREMENTS: Weld County has recently adopted a new stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. A list of professional engineering consultants is available if you need help finding an engineer to assist you with your project at the following link http://www.ca.weld.co.us/Departments/PlanningZoning/Engineering.html. Please contact the Department of Planning Services/Development Review Engineering for questions or assistance 970-353-6100. URBANIZING VS NON -URBANIZING DRAINAGE AREA: This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site. Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. To avoid holding up case processing, a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7 -day case submittal information. 3. Drainage Narrative requirements with exception from detention pond. The Drainage Narrative must describe at a minimum: xi. Which exception is being applied for and include supporting documentation 1.A.5. PIPELINES OR TRANSMISSION LINES. xii. Where the water originates if it flows onto the property from an offsite source xiii. Where it flows to as it leaves the property xiv. The direction of flow across the property xv. If there have been previous drainage problems with the property Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. GRADING PERMIT: If more than 1 acre is to be disturbed for construction of non pipeline or non -gravel pit items such as structures, parking lots, laydown yards etc..., a Weld County Grading Permit will be required prior to the start of construction. Grading Permit applications are accepted after the planning process is complete (map recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Planning Department for more information. Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater/$200 + $1 per acre over 20. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. GEOLOGIC HAZARD AREA: This site IS NOT in a Geologic Hazard Area. FLOODPLAIN: This site IS NOT in a FEMA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention ponds shall be labeled as "No Build/Storage Area" and include design volume • Show and label the drainage flow arrows showing how the stormwater flows across the property CONTACT INFORMATION Hayley Balzano Department of Planning Services Engineer hbalzano@weldgov.com 970-400-3552 Planning Department Easements (ROW) for pipelines do not need to be conveyed prior to land use submittal, however, should there be property owners that would like to not have the pipeline on their property, a wider notification area should be considered. Staging for all pipelines will occur within the Easement (ROW) and will not require a laydown yard component Additional fees may be included with the Building Permit such as Road Impact, County Facilities and Drainage fees. Please refer to the handout provided. Temporary or permanent lighting need to be downcast and shielded. Staff urged the applicant to contact staff for any questions: Planner on Call available Monday through Friday 7:30 a.m. to 4:30 p.m. or contact Km Ogle at 970-400-3549 or kogle@weldwv.com. Staff explained the USR process. The applicant shall submit 1 packet for a 7 day completeness review. After the 7 day completeness review the applicant will be informed of what items are still required to make the application complete. Staff requested that the applicant submit the remaining material in electronic form. Upon submittal of a completed application it will be sent out for referral for 28 days. The applicant will then meet with their Planner to discuss the referrals and address as many of the referrals as possible. At that meeting the Planning Commission hearing will be scheduled. The Board of County Commissioners hearing typically follows approximately 3 weeks after the Planning Commission hearing. The above notes are provided as a courtesy to the applicant. While we strive to help identify as many potential issues upfront during the pre application meeting we cannot anticipate every issue that may come up during the formal application process. The information contained herein has been placed on file with the Department of Planning Services. The pre -application is valid for a period of one (1) year from the date of pre - application. If a formal application is not received following the time period specified herein the Planning Department reserves the right to require a new pre -application meeting. Please note that all land use, building and impact fees are subject to change throughout this time period. End memorandum. ATTACHMENT D - FIGURES AND ROUTE MAPS Pr 0 500 1,000 The information included on this graphic representation has been compiled from a variety of sources and is subject to change wilhuut notice. Kleinfelder makes no representations or warranties. express or implied. as to accuracy. completeness. tinx;liness. or rights to the use of such inforn-mation_ This document is not intended for use as a land survey product nor is it designed or intended as a construction design document The use or misuse of the information contained on this graphic representation is at the sole risk of the party using or misusing the information. 2,000 Feet Legend Crossroads Discharge North and South 12" Pipeline 0.5 Mile Buffer Intersecting Parcels Existing Roads NHD Waterbodies NHD Streams Municipality Boundary itt EINPEL DER Bright People. Right Solutions. PROJECT NO. 20180284 DRAWN: 8/10/2017 DRAWN BY: A.Leonard CHECKED BY: C.Wharry FILE NAME: Fig -I_Vicinity rossroads.mxd DCP Midstream Crossroads Discharge 12" Vicinity ap Weld County, Colorado FIGURE 1 www.kleinfelder.com J7 X73 710 t73 Map Unit Symbol Map Unit Nam e 38 Nelson fine sandy loam, 3 to 9 percent slopes 4 Aquolls and Aquepts, flooded 47 ' Olney fine sandy loam, 1 to 3 percent slopes 51 Otero sandy loam, 1 to 3 percent slopes 69 Valent sand, 0 to 3 percent slopes 72 Vona loamy sand, 0 to 3 percent slopes 73 Vona loamy sand, 3 to 5 percent slopes 74 Vona loamy sand, 5 to 9 percent slopes = wr_a_snit_t $3 YDI 73 r7J • I I YV -0 O 0 0.1 The information indudcd on this graphic representation has boon compiled from a varloty of sources and is subject to change without notice. Klcinfelder makes no representations or warranties, express or implied. as to accuracy, completeness, tirnainoss, or rights to the use of such information_ This document is net intonded for use as a land survey product nor is it designed or Intended as a cons'uction design document The use or misuse of the Information contained on this graphic representation is at the sole risk of the party using or misusing the information. 0.2 Legend 0.4 ■ Miles Crossroads Discharge North and South 12" Pipeline Irrigated Capabilities 0.5 Mile Buffer Capability Class - III Soil Map Units Capability Class - IV Capability Class - VI www.kIeinfeIder. corn ratISIS Alt Bright People. Right Solutions. PROJECT NO. DRAWN: 307 A Source: Esri, DigitalGlohe, GeoEye, Earthstar (Geographies, ONES/Airbus DS. USDA. USGS, AeroGRID. IGN. and the GIS User Community 20180284 8/10/2017 DRAWN BY: A.Leonard CHECKED BY: C.Wharry FILE NAME: Fig 2_Soils Cros s road s . mxd DCP Midstream Crossroads Discharge 12" Soil Map Units and Irrigated Capabilities Weld County, Colorado FIGURE The information included on this graphic representation has been compiled from a variety of sources and is subject to change without notice. Klcinfeider makes no representations or warranties_ express or implied. as to accuracy, completeness_ timeliness_ or rights to the use of such information_ This document is net intended for use as a land survey product nor is it designed or Intended as a cons'uction design document The use or misuse of the Information contained on this graphic representation is at the sole risk of the party using or misusing the information. Crossroads Discharge North and South 12" Pipeline riss„ AL EIAFEL. DEER Bright People. Right Solutions. Crossroads Discharge 12" Contour M a p Weld County, Colorado ATTACHMENT E - EMERGENCY CONTACT INFORMATION FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION BUSINESS EMERGENCY INFORMATION: Business Name: Crossroads Discharge North and South 12" Natural Gas Pipelines Phone: (970) 356-9700 Address: Section 18, T4N, R64W City, ST, Zip: Weld CountyCO ,, 80645 Business Owner: DCP Operating Company, LP Phone: (970) 378-6340 Home Address: 3026 4th Avenue City, ST, Zip: Greeley, CO, 80631 List three persons in the order to be called in the event of an emergency: NAME TITLE David Jost ADDRESS PHONE VP Operations North 3026 4th Ave., Greeley, CO, 80631 (970) 378-6345 Pete Stevenson Environmental Manager 3026 4th Ave., Greeley, CO, 80631 (303) 726-8937 Paul Park Reliability Manager 3026 4th Ave., Greeley, CO, 80631 (970) 378-6372 Business 24 7 Hours: Days: Type of Alarm: None Burglar Holdup Fire Silent Audible Name and address of Alarm Company: NIA Location of Safe: N/A ******************************************************************************************************************************** MISCELLANEOUS INFORMATION: Number of entry/exit doors in this building: NIA Location(s): Is alcohol stored in building? N/A Location(s): Are drugs stored in building? N/A Location(s): Are weapons stored in building? NIA Location(s): The following programs are offered ne a public service of the Weld Count" eheriff s Office. Please indicate the programs of interest. ✓ _Physical Security Check _ Crime Prevention Presentation UTILITY SHUT OFF LOCATIONS: Main Electrical:N/A Gas Shut Off:" Exterior Water Shutoff: NIA Interior Water Shutoff: NIA ATTACHMENT F - AFFIDAVIT OF INTERESTED LANDOWNERS WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 8/4/2017 3:44:39 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping ping site, http:J/www,co, eld.co.us, and has not been modified from the original, The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date, zeig7anat "AR) Date Propeq Owners Within 500 ft of Parcel # 105 318300002 Account Parcel Owner Mailing Address R0277687 105818008003 BL1BCARRIER COMMUNICATIONS INC 139 WHITE OAK OLD BRIDGE, LIB NJ 088572173 R0547501 105318000032 FOSTER DEBRA R0547501 105318000032 MORRIS MICHAEL CHARLES 24505 COUNTY ROAD 44 LASALLE, CO 806458918 R0547701 10&318000034 COLLINSGAYLE MARIE R0547701 105318000034 COLLINS EVERETT BOYD 21271 COUNTY ROAD 51 .E RS EY, CO 806449017 R1362602 105318100036 R I C HARD SO N JAMES M 24542 LASALLE, COUNTY CO ROAD 45 806458917 R8945284 105318 000 12 WELD COUNTY 1150► 0 ST GREELEY, CO 806319596 R8945285 105318200013 NOBLE ENERGY W'YCO LLC CIO 1< E ANDREWS & COMPANY 1900 DALROCK RD ROWLETT, TX 750885526 R8940157 105318300001 WELD COUNTY 1150 0 ST GREELEY, CO 806329596 Parcels: 17 Owner Records: 20 Page 1 of 4 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 8/4/2017 3:44:39 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 ft of Parcel # 105318300002 Account Parcel Owner Mailing Address R8940158 105318300002 DCP MIDSTREAM LP 370 17TH ST STE DENVER, CO 802025604 2500 R8944168 105319200007 WELD COUNTY OF 1150 O ST GREELEY, CO 806319596 R8944169 105319200008 BROOMFIELD CITY OF 1 DESCOMBES DR BROOMFI ELD, CO 800202495 R8944049 105513100006 WELD COUNTY 1150 O ST GREELEY, CO 806319596 R8944051 105513100008 STONE BETTIE R R8944051 105513100008 STONE DONALD C 107 W TAYLOR AVE LASALLE, CO 806453112 R8940469 105513400004 WELD COUNTY 1150 O ST GREELEY, CO 806319596 R8944178 105513400011 TRI-STATE ASSN GENERATION & TRANSMISSION C/O TAX MANAGER 1100 W 116TH AVE WESTMINSTER, CO 802342814 R8944179 105513400012 T3 LAND & INVESTMENT LLC 23659 COUNTY ROAD 44 LASALLE, CO 806458912 Parcels: 17 Owner Records: 20 Page 2 of 4 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 8/4/2017 3:44:39 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 ft of Parcel # 105318300002 Account Parcel Owner Mailing Address R8944166 105524100005 WELD COUNTY OF 1150 O ST GREELEY, CO 806319596 R8944167 105524100006 1 DESCOMBES DR BROOMFIELD, CO 800202495 BROOMFIELD CITY OF Parcels: 17 Owner Records: 20 Page 3 of 4 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 8/4/2017 3:44:39 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Property Owners Within 500 ft of Parcel # 105318300002 Parcels: 17 Owner Records: 20 Signature Date Page 4 of 4 Hello