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Home My WebLink About20190065TALLGRASS ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Site Specific Development Plan and Use By Special Review Weld County, Colorado Applicant: Cheyenne Connector, LLC 370 Van Gordon Street Lakewood, Colorado 80228 303.763.2981 Application Submitted: June 1, 2018 Weld County Planning and Zoning 1555 N. 17th Avenue Greeley, Colorado 80631 Zone District: AG; Floodplain: Yes; Geologic Hazard: No; Airport Overlay District: Yes. 1 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Table of Contents Project Introduction 3 Site Specific Development Plan and Use By Special Review (USR) Procedural Guide Submittal Checklist 6 Site Specific Development Plan and Use By Special Review (USR) Application 7 Summary of Project (Sec 23-2-370, Item C) 8 Detailed Report (Sec 23-2-370, Item D) 12 Use by Special Review Questionnaire 30 Fee Owner List of the Properties 42 Adjacent Fee Owners of the Property 57 Pipeline Permanent Access Road Locales 99 Pipeline Permanent Access Road Locales Plan and Profile Exhibits 100 Pipeline Temporary Access Road Locales ...106 Pipeline Temporary Access Locales Plan and Profile Exhibits 113 Drainage Report Summary 151 Traffic Study Summary 152 Waste Handling Plan 153 Dust Abatement Plan 154 Septic Permit Information Summary 155 Map Requirements 156 Special Review Pipeline Map 157 Additional Component Drawings REX HUB 158 2 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Project Introduction Name of Development as Proposed: Cheyenne Connector, LLC Cheyenne Connector, LLC ("Cheyenne") proposes to construct 70 miles of new thirty-six inch (36") natural gas pipeline from a point located within Section 14, Township 2 North, Range 66 West, north to a point located in Section 5, Township 11 North, Range 66 West, Weld County, Colorado. This pipeline is anticipated to initially carry up to 600,000 Dth/d of natural gas per day accumulative activities in the surrounding area. The permanent easement width will vary based on the segment of the line, but generally will be fifty feet (50') in width. The five meter and regulating sites along the pipeline route Lancaster, Latham, Mewbourn, O'Connor and Connector — will service the line with adequate pressure to move the product to existing Rockies Express Pipeline, LLC facilities north of Nunn, Colorado. The O'Connor meter and regulating site requires a 0.7 -mile twenty-four inch (24") lateral to the thirty-six (36") pipeline ("Project"). After reviewing the lands to be crossed, Cheyenne Connector, LLC ("Cheyenne") selected a route from the point of origin at the Lancaster Meter Site located in Section 14, Township 2 North, Range 66 West northeast of the City of Fort Lupton, Colorado. During negotiations with landowners along this route, Cheyenne made several alterations to the route both in response to landowner requests, topographical considerations, co - location with existing pipelines and Federal Energy Regulatory Commission ("FERC") Requirements. The original route was largely retained as it continues to present the least intrusive path for construction and the most accessible location for service and maintenance during operation. The lands concerned with the metering facilities includes the aboveground facilities — Lancaster, Latham, Mewbourn, O'Connor, and Connector — that will be constructed either within existing natural gas facilities or would be directly adjacent to existing natural gas processing and compression facilities. The Lancaster and Connector Meter Stations would occur entirely within existing industrial sites. Construction of the Mewbourn, Latham, and O'Connor metering facilities would represent a long-term conversion of agricultural and rangeland to industrial land uses. These aboveground facilities would affect land use and acreages. Where possible, the new aboveground facilities would be located within existing facilities or adjacent to existing roads to minimize impacts and for convenience of access. The lands located within the project area are primarily agricultural cropland and ranchland with rural residential and some industrial use along the proposed facilities. In an effort to mitigate disturbance to the surface and to decrease as much as possible the impact to the lands post -construction, Cheyenne will bore all road crossings and all water bodies encountered on the route pursuant to all local, County, State and Federal rules and regulations. Cheyenne would use different crossing 3 techniques for waterbodies, depending on the type of waterbody to be traversed. Special care will be taken to minimize effects of construction on waterbodies. Cheyenne adopts the FERC's Wetland and Waterbody Construction and Mitigation Procedures ("Procedures") without deviation and will follow mitigation requirements for waterbody and wetland crossings. For stream and flowing waterbody crossings, Cheyenne would use HDD or boring. Cheyenne would open cut non -flowing and intermittent and ephemeral streams. Cheyenne will comply with USACE Section 404 nationwide permit (NWP) 12 for construction in creeks and wetlands crossed by the Project. To reduce potential impacts from construction on groundwater resources in the Project area, Cheyenne will implement the FERC's Procedures and the FERC's Upland Erosion Control, Revegetation, and Maintenance Plan (Plan) without deviation and will implement the following mitigation measures: Wells within 150 feet of construction activities will be staked, fenced, and/or flagged for visibility. Additionally, wells within 150 feet of construction activities where landowner permission is provided will be sampled both before and after construction to confirm that no impacts occurred as a result of the Project. If a known or unknown well is damaged by construction, Cheyenne will coordinate with the landowner to repair, replace, or remediate the well, if needed. Cheyenne will coordinate a temporary water source for domestic use during the repair and reclamation period if no other potable water is available. Should the loss of water affect agricultural or livestock operations, Cheyenne will compensate the affected farmer(s) for any lost revenue from these operations during the reclamation and remediation period for the damaged well. Cheyenne may choose to provide a temporary water source to support livestock operations while a new permanent water supply well is constructed or while the existing affected well is repaired. The Project area is located in generally flat to rolling plains with few steep slopes. If construction occurs in areas exceeding slopes of 5 percent, Cheyenne will use trench breakers to limit the flow of water along the backfilled trench. This will reduce the potential for the trench to act as a preferential pathway for groundwater migration. If trench dewatering is required in these areas, water will be discharged in a level upland area to allow for evaporation and infiltration back to the water table. If the water must be discharged to a surface water body, appropriate filtration systems will be used to control any potential increase in total suspended solids (TSS) and all of the proper notifications and permits will be obtained. Blasting is not proposed for this Project; however, if blasting is required, small in -trench charges with localized effects will be used. Cheyenne will monitor any nearby groundwater wells for TSS before and after blasting is conducted. Erosion controls will be employed throughout construction in order to protect the easement property and the surrounding lands. Cheyenne will employ tracking pads at all access points from roadways and all road crossings involving the ingress and egress of heavy equipment. During construction, Cheyenne will double ditch the pipeline trench. The pipe will be laid in the trench in such a manner as to leave the top of the pipe at least thirty-six inches (36") below the surface of the ground after restoration. A Stormwater Management Plan will be secured from the appropriate State Agency and will be followed during construction and subsequently during operation of the pipeline and associated facilities. Cheyenne will begin reclamation of the affected lands as soon as is practical after construction has finished on each parcel of land and will pursue re -grading and reseeding of the grounds until the property has been re- established to a condition comparable to its state prior to entry by Cheyenne. After construction, pipeline markers will be installed along the route that will contain a telephone number that will allow the public to contact Cheyenne. It is Cheyenne's intention to fence -in all aboveground appurtenances in order to protect the equipment and the public from accidental contact. 4 Cheyenne will be operating this pipeline on a continuous basis, twenty-four hours a day, seven days a week. A monitoring system, overseen by highly trained staff in the Lakewood, Colorado offices will allow Cheyenne to remain alert to all conditions affecting the operation of these assets. In the unlikely event of an emergency, Cheyenne will be able to shut down the compromised segment of the pipeline by employing the system of remotely -controlled valves to be installed along the length of the pipeline. 5 N/A N/A N/A USE BY SPECIAL REVIEW (USR) PROCEDURAL GUIDE CHECKLIST DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 www.weldgov.com 970-400-6100 * 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 ✓ Submit application form 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. ✓ Submit USR map with paper dimensions of 24" X 36". See attached for map requirements. N/A 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. 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 Summary. Submit copy of document showing evidence of adequate sewage disposal (e.g. septic permit or letter from the sanitary sewer district) 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). ✓ Detention design summarized in a Drainage Report if required per pre -application meeting minutes. ✓ Traffic Study, if required per pre -application meeting minutes. ✓ A community meeting is encouraged for owners within 500 feet of property boundary ✓ Submit all required documents on electronically or via email in .pdf format. ✓ Application fee N/A Investigation fee, due only if this is a violation. 6 USE BY SPECIAL REVIEW (USR)APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 www.weldgov.com * 970-400-6100 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: DATE RECEIVED: AMOUNT $ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number*: Multiple Address of site: (*A 12 digit number on Tax 1.17_ information, obtainable at www.weldgov.com). Legal Description: SEE ATTACHED ADDENDUM Section: Township: N Range: W Zone District: AG Acreage: Floodplain: Y itenGeological Hazard: ON (2) Airport Overlay: oNO FEE OWNER(S) OF THE PROPERTY: Name: SEE ATTACHED ADDENDUM Company: Phone #: Email: Street Address: City/State/Zip Code: Name: Company: Phone #: Email: Street Address: City/State/Zip Code: Name: Company: Phone #: Email: Street Address: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany all applications signed by Authorized Agents) Name: Cheyenne Connector, LLC Company: Tallgrass Energy Phone #: 303-763-3302 Email: Street Address: 370 Van Gordon Street Attn: Dick Sears (Richard P. Sears) City/State/Zip Code: Lakewood, CO 80228 PROPOSED USE: Installation of a natural gas pipeline and supporting metering and regulating facilities that transports product accumulated from natural gas extraction in the surrounding area. 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 correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the ap.piication__If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal ;'authority to sign . forthecorporation. Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date Print Name Print Name 7 Rev 4/2016 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Summary of Project (Sec. 23-2-370, Item C) 1. Source, capacity, destination and type of facilities, support STRUCTURES, lines, etc., involved. Cheyenne Connector, LLC ("Cheyenne") proposes to construct 70 miles of new thirty-six inch (36") natural gas pipeline from a point located within Section 14, Township 2 North, Range 66 West, north to a point located in Section 5, Township 11 North, Range 66 West, Weld County, Colorado. This pipeline is anticipated to initially carry up to 600,000 Dth/d of natural gas per day accumulative activities in the surrounding area. The permanent easement width will vary based on the segment of the line, but generally will be fifty feet (50') in width. The five meter and regulating sites along the pipeline route — Lancaster, Latham, Mewbourn, O'Connor and Connector — will service the line with adequate pressure to move the product to existing Rockies Express Pipeline, LLC facilities north of Nunn, Colorado. The O'Connor meter and regulating site requires an approximate 0.7 -mile twenty-four inch (24") lateral to the thirty-six (36") pipeline ("Project"). 2. Number and description of alternative locations or routes considered, with a summary emphasizing reasons for favoring a particular site or route. There are no major route alternatives for this Project that are viable as much of the pipeline routing was driven by the four receipt points and final delivery point. In considering the routing to meet this objective, Cheyenne purposely co -located with existing pipelines to the extent possible and routed in areas of existing development where practicable. The proposed Cheyenne would parallel multiple existing pipelines in the proposed corridor. 46 percent of the 70 -mile pipeline is collocated with other existing pipelines. Further, approximately 70 percent of the Project (including both the pipeline and the aboveground facilities) are located adjacent to other existing infrastructure (including pipelines, oil and gas development including natural gas plants, production facilities and hundreds of well pads, power transmission lines and facilities, a network of state, county, and local roads, commercial development, rail storage yards, etc.). Only approximately 27 percent of the proposed Project would be located on greenfield, undeveloped areas (agricultural, rural residential, and undeveloped). Additionally, during the routing and planning phase of the pipeline, Cheyenne consulted with various operators in the area and based on their feedback, designed a route to avoid conflicts related to potentially six future pipelines in the Project area. Cheyenne also routed the proposed pipeline to avoid at least seven future natural gas production facilities and numerous permitted well pad locations. 8 Three route variations were considered and evaluated for the proposed 70 -mile pipeline; these variations are discussed in the following sections. In addition, minor route shifts along the entire proposed alignment were considered due to collocation with other pipelines and wells. Pipeline alignment also shifted slightly in areas due to crossing of County Roads and required crossing angles (i.e. bore at 90 degrees). A. Route Variation 1 The original Cheyenne began with the proposed Lancaster Meter and Regulating Station being located to the southwest of the existing Anadarko Lancaster Plant. Based on permission from Anadarko, the meter and regulating station and Cheyenne Connector Pipeline commencement moved to the current proposed location inside the existing Plant. The proposed Route Variation 1 does not have a milepost (MP) start, but ties into the Preferred Alternative route at MP 0.8. B. Route Variation 2 (River Area Reroutes) This route variation is considered the river area reroutes and occurs at the current route MP 24.1 and rejoins the proposed route at MP 28.8. Cheyenne analyzed several routes for the approach to the South Platte River; the original route was to the west of the proposed route and it was shifted east several times due to landowner issues, the location of the river crossing, and potential cultural resources avoidance. The final proposed approach and crossing location of the South Platte was selected after looking at these different approaches and determined to be the most feasible crossing location. C. Route Variation 3 (Thornton Reroute) This route variation is considered the Thornton reroute and occurs at the current route MP 41.7 and rejoins the proposed route at MP 48.8. Cheyenne considered this approximately 7.5 -mile route variation which shifts east of the proposed route (Preferred Alternative) to address initial landowner concerns that were resolved during survey permissions. The route variation would result in more impacts to features as the original route was co -located with existing pipelines and the new route was greenfield, and thus was abandoned. D. 4 Minor Route Shifts In addition to the larger and more meaningful route variations previously discussed, Cheyenne also had minor route shifts across the entire 70 -mile proposed alignment (Preferred Alternative) in response to landowner feedback, to avoid sensitive features, to avoid and account for existing and planned infrastructure, to follow existing ROWs (and minimize impacts), and to allow for constructability. Where possible, the new meter and regulating stations associated with the Project would be located either within or adjacent to existing oil and gas production and processing facilities. This includes the existing Anadarko Lancaster Plant (which the proposed Lancaster Meter and Regulating Station would be located within the Anadarko facility); the DCP Mewbourn Plant (which is north of the proposed Latham and Mewbourn Meter and Regulating Stations); the DCP O'Connor Plant (which is east of the proposed O'Connor Meter and 9 Regulating Station); and finally the existing REX Cheyenne Hub (which would be expanded and would include the proposed Connector Meter and Regulating Station). The locations of these existing facilities dictated the location of the new meter and regulating stations. The location of the proposed Mewbourn Meter and Regulating Station was originally planned on the east side of County Road 35, southeast of the existing DCP Mewbourn Plant. However, multiple pipelines in this area caused a shift to the west side of 35 and south of the DCP Mewbourn Plant. During this shift, the proposed Latham Meter and Regulating Station was added as part of the Project, adjacent and south of the proposed Mewbourn Meter and Regulating Station. Finally, both the Mewbourn and Latham Meter and Regulating Stations shifted south into their final alignment after the landowner, Anadarko, provided information regarding conflicts with future facilities overlapping with the proposed location. The location of the proposed Lancaster Meter and Regulating Station also shifted during the design phase of the Project. The original location was located to the southwest of the existing Anadarko Lancaster Plant. Based on permission from Anadarko, the Lancaster Meter and Regulating station and starting point of the pipeline moved to the current proposed location inside the Anadarko Plant. 3. Procedures, including reclamation measures, landscaping, buffering techniques or multiple uses, to be employed in efforts to mitigate any adverse impacts. In an effort to mitigate disturbance to the surface and to decrease as much as possible the impact to the lands post -construction, Cheyenne will bore all road crossings and all water bodies encountered on the route pursuant to all local, County, State and Federal rules and regulations. Cheyenne would use different crossing techniques for waterbodies, depending on the type of waterbody to be traversed. Special care will be taken to minimize effects of construction on waterbodies. Cheyenne adopts the FERC Procedures without deviation and will follow mitigation requirements for waterbody and wetland crossings. For stream and flowing waterbody crossings, Cheyenne would use HDD or boring methods. Cheyenne would open cut non -flowing and intermittent and ephemeral streams. Cheyenne will comply with USACE Section 404 nationwide permit (NWP) 12 for construction in creeks and wetlands crossed by the Project. To reduce potential impacts from construction on groundwater resources in the Project area, Cheyenne will implement the FERC's Wetland and Waterbody Construction and Mitigation Procedures (Procedures) and the FERC's Upland Erosion Control, Revegetation, and Maintenance Plan (Plan) without deviation. 4. Size of the anticipated work force, both temporary and permanent. Construction activities are scheduled to begin in April 2019. A peak crew of approximately 580 people would be required for the construction of the Project. This peak work force would be broken down into the following spreads: 10 • Cheyenne North Spread — 250 workers • Cheyenne South Spread — 150 workers • Meter and Regulating Station — 120 workers • Inspection Team — 60 workers All construction would happen simultaneously at the Project sites, accordingly, a peak construction workforce would number 580 people for the entire Project. The Project is scheduled to achieve commercial operation no later than October 2019. 5. A summary of the proposed water requirements, if any to include the quality and quantity needed or each USE, source, storage facilities, points of diversion, treatment system and distribution system. Water requirements are minimal for the pipeline and metering site. Cheyenne will provide bottled water to the metering and regulating facilities during construction for drinking. It is not necessary to provide a septic field and associated accouterments for construction or metering and regulating stations. 6. A summary of the proposed fuel requirements, if any, to include the type and quantity needed, source and storage facilities. No fuel will be stored on site. The meter sites will be electrically powered. 7. A description of the location and method of disposal of all forms of waste. There is no stored and/or stockpiled waste related to this project. 11 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Detailed Report (Sec. 23-2-370, Item D) 1. A complete description of the facilities, including the source, capacity, destination and type of structures. Cheyenne Connector, LLC ("Cheyenne") proposes to construct 70 miles of new thirty-six inch (36") natural gas pipeline from a point located at the proposed Lancaster Meter and Regulating Station within Section 14, Township 2 North, Range 66 West, north to Latham and Mewbourn Meter and Regulating Stations located at a point in Section 2, Township 3 North, Range 66 West, and then to northeast to O'Connor Meter Station located at a point in Section 31, Township 5 North, Range 64 West, then north to the Connector Meter and Regulating Station located in Section 5, Township 11 North, Range 66 West, Weld County, Colorado. The O'Connor meter and regulating site requires a 0.7 mile, twenty-four inch (24") lateral to the thirty-six inch (36") pipeline ("Project"). This pipeline is anticipated to initially carry up to 600,000 Dth/d of natural gas per day accumulative activities in the surrounding area. The permanent easement width will vary based on the segment of the line, but generally will be fifty feet (50') in width with a temporary construction easement twenty-five feet (25') in width. The five meter and regulating stations along the pipeline route Lancaster, Latham, Mewbourn, O'Connor and Connector will measure the flow volumes into the line from customer deliveries. Customers will deliver the product at a sufficient pressure to move the product to a point of interconnect t with an existing Cheyenne facility north of Nunn, Colorado in Weld County. 2. A complete analysis of the alternative routes or sites considered, to include in each case: a. Reasons for consideration. Cheyenne has submitted the preferred route for review and approval. Cheyenne reviewed multiple route alternatives during the initial routing process and throughout the land, cultural, and environmental survey process, and considered and made numerous modifications to arrive at the chosen route. The chosen route is one that is sensitive to environmental, wildlife, and cultural considerations, minimizes disturbance to agricultural activities, takes landowner preferences into consideration, follows existing utility and infrastructure corridors where possible, and is operationally and economically efficient. 12 b. Types of agricultural and other land USES affected. Agricultural lands will be minimally affected by the pipeline. After construction of the underground pipeline, land use practices may resume as they were prior to construction of the pipeline. Cheyenne has routed the pipeline around areas of semi -dense populations or areas that could conceivably be utilized for commercial development purposes. Land use in the Project area is primarily agricultural croplands and ranchlands with rural residential and some industrial uses mixed in along the proposed facilities. The proposed Lancaster Meter and Regulating Station is located within the footprint of existing natural gas facilities. As such the construction of this facility would not permanently alter the existing land use. The Latham, Mewbourn, O'Connor, and Connector Meter and Regulating Stations are sited near existing natural gas processing and compression facilities, but would represent long-term conversion of rural/agricultural area to an industrial site. Where disturbance is required for construction of the Cheyenne and the O'Connor Lateral, the disturbance involves the establishment of permanent right of way (ROW) across lands currently devoted to an agricultural use. The construction ROW would generally be 125 feet wide for the Cheyenne (50 -foot permanent ROW plus a 75 -foot temporary construction ROW, with 15 feet on the spoils side and 60 feet on the working side) and 100 feet wide for the O'Connor Lateral (50 -foot permanent ROW plus a 50 -foot temporary construction ROW). There are numerous areas along the alignment with a smaller temporary ROW due to landowner constraints and wetland impact avoidance. These areas would have a 50 -foot -wide permanent ROW with additional 25 -foot temporary ROW. The Project would affect approximately 1,649.8 acres during construction and 439.4 acres for operation and maintenance of the pipelines and aboveground facilities. Portions of the disturbance in the ROW would occur in existing ROW for other, collocated pipelines. Of the 70.6 miles of proposed new Cheyenne, 46 percent (33 miles) would be co -located with other existing pipeline ROWs. Areas where the Cheyenne is co -located with existing natural gas pipelines. Numerous additional temporary work spaces (ATWSs) and staging areas will be required for construction work space at road crossings, railroad crossings, and waterbody crossings. The temporary disturbance used during construction would be re -contoured and re -seeded per FERC Regulations and landowner agreements. During Project construction, existing public and private roads would be used where available and practicable. For Project construction, 88 existing two -track, gravel lane, and dirt lane roads would be used to access the pipeline ROW and construction area. The majority of these temporary access roads ("TARs") are existing gravel surface or dirt roads. Existing dirt roads could be improved (blading and/or gravel added) during construction as needed. Improvement work on existing roads would generally remain within pre-existing road widths. However, there would be some areas that widening of existing road widths would be required to facilitate safe bidirectional travel. In this situation, widening of the road surface should be limited to 30 feet, with overall temporary impacts up to 50 feet being needed during construction. Any widening 13 of existing roads would be done in upland areas and would avoid impacts to existing wetlands or waterbodies intersecting or adjacent to these roads. For the limited number of unimproved or nonexistent roads (two -tracks or agricultural/pasture fields), improvements (blading, grading, adding gravel or travel surface widening) in widths up to 30 feet with overall temporary impacts up to 50 feet would be needed during construction. For the few areas where identified waterbody or wetland features are adjacent to these upgraded or new TARs, widening and improvements would be limited to avoid impacts to these features. Dependent on landowner stipulations, TARs that are improved or newly constructed will be restored to pre -construction conditions or left in the improved condition. Eight permanent access roads ("PARs") would be constructed for access to the proposed aboveground facilities and mainline valves. c. Construction cost of the proposed alternatives. There are no major route alternatives for this Project that are viable as much of the pipeline routing was driven by the four receipt points and final delivery point. In considering the routing to meet this objective, Cheyenne purposely co -located with existing pipelines to the extent possible and routed in areas of existing development where practicable. The proposed pipeline would parallel multiple existing pipelines in the proposed corridor. Approximately 46 percent of the 70 -mile pipeline is collocated with other existing pipelines. Further, approximately 70 percent (70%) of the Project is located adjacent to other existing infrastructure (including pipelines, oil and gas development including natural gas plants, production facilities and hundreds of well pads, power transmission lines and facilities, a network of state, county, and local roads, commercial development, rail storage yards, etc.). Only approximately 27 percent (27%) of the proposed Project would be located on greenfield, undeveloped areas (agricultural, rural residential, and undeveloped). Additionally, during the routing and planning phase of the pipeline, Cheyenne consulted with various operators in the area and based on their feedback, designed a route to avoid conflicts related to potentially six future pipelines in the Project area. Cheyenne also routed the proposed pipeline to avoid at least seven future natural gas production facilities and numerous permitted well pad locations. Three route variations were considered and evaluated for the proposed 70 -mile Cheyenne; these variations are discussed in the following sections. In addition, minor route shifts along the entire proposed alignment were considered due to collocation with other pipelines and wells. Pipeline alignment also shifted slightly in areas due to crossing of County Roads and required crossing angles (i.e. bore at 90 degrees). 1. Route Variation 1 The original pipeline route began with the proposed Lancaster Meter and Regulating Station being located to the southwest of the existing Anadarko Lancaster Plant. Based on permission from Anadarko, the meter and regulating station and Cheyenne commencement moved to the current proposed location inside the existing Plant. The proposed Route Variation 1 does not have a milepost (MP) start, but ties into the Preferred Alternative route at MP 0.8. 2. Route Variation 2 (River Area Reroutes) This route variation is considered the river area reroutes and occurs at the current route MP 24.1 and rejoins the proposed route at MP 28.8. Cheyenne analyzed several routes for the 14 approach to the South Platte River; the original route was to the west of the proposed route and it was shifted east several times due to landowner issues, the location of the river crossing, and potential cultural resources avoidance. The final proposed approach and crossing location of the South Platte was selected after looking at these different approaches and determined to be the most feasible crossing location. 3. Route Variation 3 (Thornton Reroute) This route variation is considered the Thornton reroute and occurs at the current route MP 41.7 and rejoins the proposed route at MP 48.8. Cheyenne considered this approximately 7.5 - mile route variation which shifts east of the proposed route (Preferred Alternative) to address initial landowner concerns that were resolved during survey permissions. The route variation would result in more impacts to features as the original route was co -located with existing pipelines and the new route was greenfield, and thus was abandoned. 4. Minor Route Shifts In addition to the larger and more meaningful route variations previously discussed, Cheyenne also had minor route shifts across the entire 70 -mile proposed alignment (Preferred Alternative) in response to landowner feedback, to avoid sensitive features, to avoid and account for existing and planned infrastructure, to follow existing ROWs (and minimize impacts), and to allow for constructability. d. Impacts on mineral resources. The underground pipeline and associated appurtenances will have an insignificant impact on the development on mineral resources. e. Impacts on wildlife habitat. Cumulative impacts on the environment may result when the environmental effects associated with a proposed project are added to other past, current, and reasonably foreseeable future actions. The proposed Project locations are in agricultural, rangeland, and industrial/developed areas. The majority of development similar in nature and scope to the Project is associated with current or planned oil and gas exploration and development as well as midstream and upstream projects. This information was obtained from Cheyenne Connector's consultation and coordination with other potential operators in the area during land acquisition and routing studies, as well as the FERC website, state agency websites, and company -specific websites. Information concerning other types of commercial and/or residential development within the Project area was obtained through consultations with the Weld County Planning Commission. The Cumulative Impact Assessment Area ("CIAA") for fish, wildlife, and vegetation impacts is the extent of HUC 12 watersheds crossed by the Project. The Project would disturb approximately 598.2 acres of vegetation and topsoil within the CIAA, which would leave soils vulnerable to wind and water erosion during construction which could result in increased soil movement into surface waters as sediments. Additionally, the open cut crossing of 23 streams would result in direct sedimentation into surface waters if construction were to occur during periods of flow. This could incrementally reduce the quality of aquatic 15 habitat downstream of construction when considered with existing sediment and runoff burdens from other past, present, and reasonably foreseeable oil and gas and agricultural development. This potential incremental increase in sediment burdens from the Project would be temporary as Cheyenne would limit erosion and sedimentation through the development of a SWMP and would revegetated all pipeline ROW following installation. The Project would utilize 4,000,000 gallons (12.27 acre-feet) of water to hydrostatically test the newly constructed pipeline. This would not decrease the availability of aquatic habitat in the CIAA as this water would come from existing, permitted water rights. The Project would disturb approximately 598.2 acres of ecological systems within the CIAA. Reclamation would restore 427.6 acres of potential habitat within the CIAA. The remaining 170.6 acres of ecological systems would remain disturbed for operations. This 170.6 acres would represent a long-term incremental increase in habitat loss within the CIAA. Additionally, the presence and operation of these aboveground facilities could increase the amount of habitat lost due to displacement effects from noise, human presence, and fragmentation. Cheyenne would have limited potential to incrementally impact federally and state listed species and their habitats within the CIAA. Pre -construction surveys for western burrowing owls and other protocol level clearance surveys, as requested by the USFWS, would limit the potential for direct loss of protected species or of occupied habitat. Reclamation and revegetation of the ROW following pipeline installation would avoid any permanent loss of habitat for protected wildlife species. As no new depletions from the South Platte River are needed and no direct disturbance would occur to the South Platte River, no incremental impact to species reliant on this habitat is anticipated. f. Impacts on historical, archaeological and scenic resources. The proposed pipeline route predominantly crosses through dry -land agricultural properties, thereby minimizing any potential impacts to historical, archaeological and scenic resources. Cheyenne has conducted archaeological surveys in accordance with guidance from the State Historical Preservation Office and has not encountered any historical or archaeological sites. The CIAA for cultural resources is the overlapping impacts within the Area of Potential Effects (APE), since impacts to cultural resources are generally site -specific and not additive across a landscape. As no past, present, or reasonably foreseeable future actions within the APE would overlap with potential Project impacts to cultural resources, no cumulative impacts are anticipated. g. Visual impacts created by aboveground facilities. The project consists of an underground pipeline with three above ground valve sites, pipeline markers, and the Lancaster, Latham, Mewbourn, O'Connor and Connector meter and regulating stations. Above ground facilities will be minimal and are not expected to create any visual impacts. 16 h. A description of any GEOLOGIC or FLOOD HAZARDS which could adversely affect the DEVELOPMENT. The pipeline would cross Federal Emergency Management Agency (FEMA) 100 year -flood zones at the locations shown in Table 1. Both flood zone crossings are under a mile in width at 0.6 and 0.3 miles respectively. Table 1 FEMA 100 -Year Flood Zone Crossings Facility Name Waterbody Name Milepost Enter Milepost Exit Cheyenne Connector Pipeline South Platte River 27.8 28.4 Cheyenne Connector Pipeline Lone Tree Creek 33.5 33.8 Although the pipeline would cross two waterbodies within 100 -year flood zones, no permanent aboveground facilities would be located in those areas. No permanent impacts to the function of these 100 -year flood zones are anticipated, as no modifications to the flood zone that could alter its use during a flood event would occur. SWCA completed wetland and waterbody delineations to identify water features that are potentially jurisdictional under the CWA. These surveys were conducted from October 2017 to early February 2018 for each area within the Project footprint. SWCA identified 63 unique wetlands within the survey area; of which, 49 would be crossed by the Project. Of the 49 wetlands crossed, 24 would be temporarily disturbed by the proposed pipeline ROW or ATWSs and 25 wetlands would be avoided by HDD or boring methods. Cheyenne would use HDD, conventional bore methodology, or open cut to cross wetlands within the ROW. The construction ROW in wetlands would be reduced to 75 feet wide, and all wetland disturbance would be fully reclaimed following pipeline installation. The maintained permanent ROW of the pipeline would be 50 feet wide; however, other than preventing wetland tree growth and clearing the 10 -foot -wide inspection corridor to maintain herbaceous environment, vegetation maintenance normally would not be required in wetlands. No forested wetlands would be converted to emergent or scrub/shrub habitats, as no forested wetlands would be crossed by construction activity. i. Advantages and disadvantages of the alternatives considered. The preferred route was selected as it is the best option when considering proximity to an existing utility and infrastructure corridor, shortest distance, minimal disturbance to existing land uses, and landowner preferences. Additionally, Cheyenne is in the process of acquiring right-of-way agreements for the entire length of the route. Alternate routes would require new agreements, greater distance, and, likely, greater impacts to agriculture and the environment. 17 j. The applicant shall submit to the Department of planning Services a copy of an agreement with the mineral owners associated with the subject property. Such agreement shall stipulate that the oil and gas activities of the subject property have been adequately incorporated into the design of the site, OR shall provide written evidence that an adequate attempt has been made to mitigate the concerns of the mineral owners on the subject property. Not applicable. k. The applicant shall submit to the Department of Planning Services a copy of an agreement with the owner of any ditch located on or adjacent to the site, OR shall provide written evidence that an adequate attempt has been made to mitigate the concerns of the ditch owners. The agreement shall stipulate that ditch activities have adequately been incorporated into the design of the site. If such agreement cannot be reached, the applicant shall present evidence that an adequate attempt to reach such an agreement has been made. Cheyenne would use HDD or bore crossing methods under the flowing waterbodies such as ditches and canals, taking special care to minimize the effects of construction on those waterbodies. Cheyenne would implement the FERC's Wetland and Waterbody Construction and Mitigation Procedures ("Procedures") with deviation for a limited number of temporary workspaces in or within 50 feet of wetlands. Cheyenne would open cut intermittent and ephemeral streams. Project construction in waterbodies crossed by the Project would comply with the conditions of U.S. Army Corps of Engineers (USACE) Section 404 nationwide permit (NWP) 12 and the associated Regional Conditions for Colorado (USACE 2017). The following is a list of ditch and canal crossings which are incorporated into the design of the Project site and their respective milepost: Milepost Office ID Waterbody Name if named on NHD Flow Regime Width of Crossing (ft.) 2.6 WB001 Speer Canal Ditch 12 10.0 WB002 Intermittent 54 11.8 WB003 Ditch 17 13.1 WB004 Platte Valley Canal Intermittent 32 13.4 WB006 Intermittent 7 13.7 WB007 Ditch 3 14.7 WB009 Intermittent 9 15.1 WB012 Intermittent 3 15.2 WB013 Gilmore Ditch Ditch 30 19.8 WB014 Neres Canal Ditch 23 20.3 WB018 Neres Canal Ditch 7 21.1 WB019 Neres Canal Ditch 16 23.6 WB021 Gilmore Ditch Ditch 34 24.8 WB023 Ditch 4 25.2 WB027 Latham Ditch Intermittent 25 18 Milepost Office ID Waterbody Name if named on NHD Flow Regime Width of Crossing (ft.) 25.4 WB029 Intermittent 4 25.7 WB031 Intermittent 4 26.0 WB034 Intermittent - 26.0 WB035 Latham Ditch Intermittent - 26.8 WB039 Intermittent 39 27.0 WB041 Plumb Ditch Intermittent 16 27.4 WB042 Intermittent 4 27.5 WB043 Intermittent 4 28.0 WB044 Intermittent 106 28.1 WB045 South Platte River Perennial 306 28.5 WB046 Ogilvy Ditch Ditch - 28.6 WB047 Ditch - 29.1 WB048 Intermittent 7 29.6 WB049 Intermittent 3 29.8 WB050 Intermittent 3 30.7 WB055 Intermittent 4 31.0 WB057 Intermittent 10 31.1 WB058 Lone Tree Creek Intermittent 15 31.2 WB060 Intermittent 4 31.4 WB063 Intermittent 3 31.4 WB064 Intermittent 4 32.1 WB065 Intermittent 7 32.1 WB066 Intermittent 3 32.5 WB068 Intermittent 6 33.1 WB069 Intermittent 3 33.6 WB070 Ephemeral 3 33.6 WB071 Lone Tree Creek Intermittent 7 33.7 WB072 Intermittent 6 33.9 WB073 Ephemeral 2 34.1 WB074 Intermittent 4 34.9 WB075 Greeley No. 2 Ditch Intermittent 22 35.3 WB076 Ditch N/A 36.7 WB077 Intermittent 5 37.1 WB078 Perennial 101 37.2 WB079 Ditch 3 37.6 WB083 Eaton Ditch Intermittent 48 37.6 WB084 Ditch 43 40.9 WB087 Eaton Ditch Intermittent 37 41.2 WB088 Owl Creek Intermittent 6 42.5 WB089 Ditch 3 42.5 WB090 Ditch 3 19 Milepost Office ID Waterbody Name if named on NHD Flow Regime Width of Crossing (ft.) 42.9 WB091 Eaton Ditch Ditch 33 43.1 WB092 Ephemeral 6 43.3 WB093 Intermittent 3 43.7 WB094 Intermittent 3 44.0 WB095 Intermittent 3 44.0 WB096 Intermittent 6 44.8 WB097 Ephemeral 3 44.9 WB098 Ephemeral 3 45.1 WB099 Ditch - 45.1 WB100 Collins Lateral Ditch - 48.4 WB102 Pierce Lateral Intermittent 9 58.0 WB103 Lone Tree Creek Intermittent 5 68.9 WB106 Intermittent 9 68.9 WB107 Other 38 45.2 WB111 Ditch - The proposed Project would cross the watersheds of two impaired sections of the South Platte River that are currently on Colorado's 303(d) List of Impaired Waters. The first section runs from below the confluence of the South Platte River and St. Vrain Creek to the Weld/Morgan County line and is impaired because of elevated levels of Escherichia coli (E. coli), arsenic, and manganese. The Project would also briefly cross the USGS Hydrologic Unit (HUC) watershed for Town of Platteville -South Platte River Watershed (Subwatershed HUC 12), which is impaired because of elevated levels of E. coli and nitrate (NO3). A total maximum daily load (TMDL) study is required for both sections. No other streams or watersheds crossed by the Project are listed as impaired by the CDPHE (CDPHE 2016). Waterbodies such as the South Platte River, its associated tributaries, and Lone Tree Creek are listed as Class 2 warm water fisheries in the Project area. The South Platte River is classified as an existing primary contact use recreation stream. As outlined in FERC's Procedures, Cheyenne will conduct all work within streams designated as warm water fisheries between June 1 and November 30. 3. A description of the preferred alternative route or site and reasons for its selection. There are no major route alternatives for this Project that are viable as much of the pipeline routing was driven by the four receipt points and final delivery point. In considering the routing to meet this objective, Cheyenne purposely co -located with existing pipelines to the extent possible and routed in areas of existing development where practicable. The proposed pipeline would parallel multiple existing pipelines in the proposed corridor. Approximately 46 percent (46%) of the 70 -mile pipeline is collocated with other existing pipelines. Further, approximately 70 percent of the Project (including both the pipeline and the aboveground facilities) are located adjacent to other existing infrastructure (including pipelines, oil and gas development including natural gas plants, production facilities and hundreds of well pads, power transmission lines and facilities, a network of state, county, and local roads, commercial development, rail storage yards, etc.). Only approximately 27 percent (27%) of the proposed Project would be located on 20 greenfield, undeveloped areas (agricultural, rural residential, and undeveloped). Additionally, during the routing and planning phase of the Cheyenne, Cheyenne consulted with various operators in the area and based on their feedback, designed a route to avoid conflicts related to potentially six future pipelines in the Project area. Cheyenne also routed the proposed pipeline to avoid at least seven future natural gas production facilities and numerous permitted well pad locations. Three route variations were considered and evaluated for the proposed 70 -mile Cheyenne. In addition, minor route shifts along the entire proposed alignment were considered due to collocation with other pipelines and wells. Pipeline alignment also shifted slightly in areas due to crossing of County Roads and required crossing angles (i.e. bore at 90 degrees). 4. Procedures to be employed in mitigating any adverse impacts of the proposed routes or sites. In an effort to mitigate disturbance to the surface and to decrease as much as possible the impact to the lands post -construction, Cheyenne will bore all road crossings and all water bodies encountered on the route pursuant to all local, County, State and Federal rules and regulations. Cheyenne would use different crossing techniques for waterbodies, depending on the type of waterbody to be traversed. Special care will be taken to minimize effects of construction on waterbodies. Cheyenne Connector adopts the FERC Procedures without deviation and will follow mitigation requirements for waterbody and wetland crossings. For stream and flowing waterbody crossings, Cheyenne would use HDD or boring methods. Cheyenne would open cut non -flowing and intermittent and ephemeral streams. Cheyenne will comply with USACE Section 404 nationwide permit (NWP) 12 for construction in creeks and wetlands crossed by the Project. To reduce potential impacts from construction on groundwater resources in the Project area, Cheyenne will implement the FERC's Procedures and the FERC's Upland Erosion Control, Revegetation, and Maintenance Plan (Plan) without deviation and will implement the following mitigation measures: Wells within 150 feet of construction activities will be staked, fenced, and/or flagged for visibility. Additionally, wells within 150 feet of construction activities where landowner permission is provided will be sampled both before and after construction to confirm that no impacts occurred as a result of the Project. If a known or unknown well is damaged by construction, Cheyenne will coordinate with the landowner to repair, replace, or remediate the well, if needed. Cheyenne will coordinate a temporary water source for domestic use during the repair and reclamation period if no other potable water is available. Should the loss of water affect agricultural or livestock operations, Cheyenne will compensate the affected farmer(s) for any lost revenue from these operations during the reclamation and remediation period for the damaged well. Cheyenne may choose to provide a temporary water source to support livestock operations while a new permanent water supply well is constructed or while the existing affected well is repaired. 21 The Project area is located in generally flat to rolling plains with few steep slopes. If construction occurs in areas exceeding slopes of 5 percent, Cheyenne will use trench breakers to limit the flow of water along the backfilled trench. This will reduce the potential for the trench to act as a preferential pathway for groundwater migration. If trench dewatering is required in these areas, water will be discharged in a level upland area to allow for evaporation and infiltration back to the water table. If the water must be discharged to a surface water body, appropriate filtration systems will be used to control any potential increase in total suspended solids (TSS) and all of the proper notifications and permits will be obtained. Blasting is not proposed for this Project; however, if blasting is required, small in -trench charges with localized effects will be used. Cheyenne will monitor any nearby groundwater wells for TSS before and after blasting is conducted. Erosion controls will be employed throughout construction in order to protect the easement property and the surrounding lands. Cheyenne will employ tracking pads at all access points from roadways and al road crossings involving the ingress and egress of heavy equipment. During construction, Cheyenne will double ditch the pipeline trench. The pipe will be laid in the trench in such a manner as to leave the top of the pipe at least thirty-six inches (36") below the surface of the ground after restoration. A Stormwater Management Plan will be secured from the appropriate State Agency and will be followed during construction and subsequently during operation of the pipeline and associated facilities. Cheyenne will begin reclamation of the affected lands as soon as is practical after construction has finished on each parcel of land and will pursue re -grading and reseeding of the grounds until the property has been re-established to a condition comparable to its state prior to entry by Cheyenne. After construction, pipeline markers will be installed along the route that will contain a telephone number that will allow the public to contact Cheyenne. It is Cheyenne's intention to fence -in all aboveground appurtenances in order to protect the equipment and the public from accidental contact. Cheyenne will be operating this pipeline on a continuous basis, twenty-four hours a day, seven days a week. A monitoring system, overseen by highly trained staff in the Lakewood, Colorado offices will allow Cheyenne to remain alert to all conditions affecting the operation of these assets. In the unlikely event of an emergency, Cheyenne will be able to shut down the compromised segment of the pipeline by employing the system of remotely -controlled valves to be installed along the length of the pipeline. Transportation of crude oil by pipeline continues to be the safest method for bringing product from wellhead -to -refinery: Cheyenne is committed to continuing this and will work to ensure that this pipeline enhances the industry's fine record. 5. An outline of the planned construction and operation schedule, to include the number of sites and time of each. Construction activities are scheduled to begin in April 2019. A peak crew of approximately 580 people would be required for the construction of the pipeline and the five new meter and regulating stations. This peak work force would be broken down into the following spreads: 22 • Cheyenne North Spread — 250 workers • Cheyenne South Spread — 150 workers • Meter and Regulating Station 120 workers • Inspection Team — 60 workers All construction would happen simultaneously at the Project sites, accordingly, a peak construction workforce would number 580 people for the entire Project. The Project is scheduled to achieve commercial operation no later than October 2019. It is anticipated that Cheyenne will have up to five employees visit or make routine inspections of the five metering and regulating stations and pipeline during the course of any given week, though the facilities will operate mostly unmanned. Though there may be employees on the pipeline at any given time for activities such as maintenance and/or inspections of the pipeline during the course of any given week, though the facility will operate mostly unmanned. The pipeline will operate 24 hours a day, seven days a week, 365 days a year. Any employees accessing the site for inspection/maintenance will typically only access the site between the hours of 6am to 6 pm except in the event of an emergency. The pipeline will have a monitoring system in continuous operation that will report on the pressure and flow of the line. Specially trained, on -call staff is available for emergency response should the need arise. 6. Information of any public meeting conducted, to include the location, date, time, attendance and method of advertising. In the spirit of transparency and open communication, we hosted open houses in Platteville, Eaton and Kersey the week of April 2"d, 2018 to give interested parties (landowners, elected officials and others) an opportunity to learn more about the Project and REX Cheyenne Hub Enhancement project. You can find out more about these two projects by going to our external web site and clicking on Projects. Members of the Engineering, Land, EHS and Communications teams met with about 150 landowners during the course of three evenings. The open houses were well -received by landowners, and we had an opportunity to talk to them about how the pipeline could impact them and answer any questions they had. All landowners, adjacent landowners, and local stakeholders were invited by formal invitation to open houses. 7. A description of the hazards, if any, of fire, explosion and other dangers to the health, safety and welfare of employees and the general PUBLIC. Pipeline markers will be placed at intervals along the right-of-way in accordance with Department of Transportation requirements to indicate that there is a pipeline in the area. The markers will include contact information for the pipeline. No hazards are anticipated during the 23 construction of the line. On call locates will be performed, and construction will be conducted in accordance with Cheyenne environment, health and safety procedures. 8. A description of emergency procedures to be followed in case of a reported failure or accident involving the proposed facility. Such outline shall include actions, if any, required of PUBLIC officials, including fire and police officials, and the names and telephone numbers of appropriate company officials to notify if an accident or failure should occur. Pipeline pressures are remotely monitored from Cheyenne offices in Lakewood, CO twenty-four hours a day, 7 days a week, 365 days a year. In the event of an abnormal pressure change, equipment will automatically shut down and valves will close, so as to minimize any potential spill volumes. Operations personnel are on call and prepared to respond in the event of an emergency. In event of an emergency, Cheyenne will dispatch emergency crews to address occurrences as well as collaborate with local emergency responders. 9. A description of the method or procedures to be employed to avoid or minimize the impacts on irrigated agricultural land. The effect on land that is disturbed during construction will be temporary in nature since the permanent construction are will be returned to its pre -construction state. In areas where active cultivation could not be avoided, impacts will be minimized. During construction, Cheyenne will double -ditch the pipeline trench, segregating the topsoil from the subsoil and returning each to its proper place within the trench, thus priming the soil for agricultural regrowth. The pipe will be laid in the trench in such a manner as to leave the top of the pipe at least thirty-six inches (36") below the surface of the ground after restoration to accommodate the machinery used during crop seasons. Cheyenne will begin reclamation of the affected lands as soon as practical after construction has finished on each parcel of land and will pursue re -grading and reseeding of the grounds until the property has been re-established to a condition comparable to its state prior to entry by Cheyenne. As part of the siting and routing process for the Project, SWCA conducted wetland and water body delineations to identify aquatic resources that are potentially jurisdictional under the Clean Water Act (CWA) of 1972. These surveys were conducted from October 2017 through early February 2018 for all areas within a 250 -foot -wide corridor (50 -foot permanent easement with an additional 40 feet on the spoils side and 160 -feet on the working side) for the proposed pipeline, and a 100 -foot -wide corridor for the proposed access roads (survey area). The Meter and Regulating Stations and some of the additional temporary work spaces (ATWSs) fell outside the 250 feet corridor and were included as additional survey areas. Impacts for the pipeline were calculated based on a 50 -foot -wide corridor for the permanent easement, and a 75 -foot -wide corridor for the temporary workspace, for a total right-of-way (ROW) width of 125 -feet. Impacts for the roads were based on the following: the majority of the temporary access roads proposed for the Project are existing gravel surface or dirt roads. Existing dirt roads could be improved (blading and/or gravel added) during construction as needed. Improvement work on 24 existing roads would generally remain within pre-existing road widths. However, there would be some areas that widening of existing road widths would be required to facilitate safe bidirectional travel. In this situation, widening of the road surface would be limited to 30 feet with overall temporary impacts up to 50 feet during construction. However, any widening of existing roads would be done in upland areas and would avoid impacts to existing wetlands or waterbodies intersecting or adjacent to these roads. For the limited number of unimproved or nonexistent roads (two -tracks or agricultural/pasture fields), improvements (blading, grading, adding gravel or travel surface widening) would be limited to 30 feet with overall temporary impacts up to 50 feet during construction. For the few areas where identified waterbody or wetland features are adjacent to these upgraded or new temporary access roads, widening and improvements would be limited to avoid impacts to these features. Dependent on landowner stipulations, temporary access roads that are improved or newly constructed will be restored to pre -construction conditions or left in the improved condition. SWCA identified 111 waterbodies within the survey area; of which, 71 waterbodies would be crossed by the Project. Cheyenne would use HDD methods to cross 22 waterbodies, including the South Platte River to limit the potential for in -stream impacts. A total of 15 HDD crossings would be used to avoid these 22 waterbodies. Of the remaining proposed waterbody crossings, 23 would be crossed by conventional boring and 26 would be open cut. Cheyenne would use HDD or bore crossing methods under the flowing waterbodies such as ditches and canals, taking special care to minimize the effects of construction on those waterbodies. Cheyenne would implement the FERC's Procedures with deviation for a limited number of temporary workspaces in or within 50 feet of wetlands. Cheyenne would open cut intermittent and ephemeral streams. Project construction in waterbodies crossed by the Project would comply with the conditions of U.S. Army Corps of Engineers (USACE) Section 404 nationwide permit (NWP) 12 and the associated Regional Conditions for Colorado (USACE 2017). 10. A discussion of how the proposal conforms with the guidelines of Chapter 22 of this Code and any other applicable code provision or ordinance in effect. Cheyenne is seeking authorization from the FERC pursuant to Section 7 of the Natural Gas Act (NGA) to construct, install, own, operate, and maintain certain facilities located in Weld County, Colorado which comprise the Cheyenne Project ("Project"). The Project would include a new pipeline, with appurtenances, and meter and regulating stations. More specifically, the Project would consist of the following facilities: Lancaster Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 300,000 dekatherms per day (Dth/d) of natural gas at the southern starting point of the pipeline The meter and regulating station serves as the interconnect between the Anadarko Lancaster Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, gas chromatograph and electronic flow meter (GC/EFM) building with appurtenances, and various associated pipe, valves, and fittings. Additionally, the pig launcher for the pipeline would be included inside the facility. 25 Latham Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 400,000 Dth/d of natural gas and would be located directly adjacent to and south of the proposed Mewbourn Meter and Regulating Station south of the existing DCP Midstream, LP (DCP) Mewbourn Plant. The meter and regulating station would serve as the interconnect between the future Anadarko Latham Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Mewbourn Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 200,000 Dth/d of natural gas and would be directly adjacent to and north of the proposed Latham Meter and Regulating Station. The meter and regulating station would serve as the interconnect between the existing DCP Mewbourn Plant to the north and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. O'Connor Meter and Regulating Station Cheyenne would construct a facility designed to receive and measure up to 300,000 Dth/d of natural gas located to the west of the existing DCP O'Connor Plant. The meter and regulating station would serve as the interconnect between the existing DCP O'Connor Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Additionally, Cheyenne would construct approximately 0.70 miles of 24 -inch lateral (O'Connor Lateral) from the meter and regulating station to the pipeline. Additionally, the pig launcher for the O'Connor Lateral would be included inside the facility. Connector Meter and Regulating Station Cheyenne would construct a facility designed to deliver and measure up to 600,000 Dth/d of natural gas at the northern terminus of the proposed pipeline. The meter and regulating station is located within the existing, maintained Rockies Express Cheyenne Hub facility and would act as the interconnect between the pipeline and Rockies Express Pipeline. Construction of this facility would include installation of meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Additionally, the pig receiver for the Cheyenne would be included inside the facility. The purpose of the Project is to provide 600,000 Dth/d of natural gas and firm transportation services of natural gas. The Project customers include Anadarko Petroleum Corporation (APC) and DCP. This project expands the United State's natural gas infrastructure in order to meet the country's energy needs today and in the future. The Project provides the opportunity for natural gas market participants to move natural gas from supply connections in the Denver- Julesburg Basin ("DJ Basin"), to the existing Rockies Express Cheyenne Hub. The Project will efficiently connect growing DJ Basin production with the numerous downstream takeaway options at the Cheyenne Hub. 26 The proposed use is consistent with the Weld County Comprehensive Plan ("WCCP") as it supports Private Property Rights (Sec. 22-2-10, Item A) sending requests for information concerning any planned commercial or new residential subdivisions located within 0.25 mile of the proposed Project facilities were sent on February 8, 2018 to the Weld County Planning Commission. Three Open House meetings were held prior to landowner negotiations which allowed landowners and open forum to discuss with Cheyenne project representatives their concerns about Cheyenne. Additionally, during Cheyenne's negotiations and discussions with local landowners, no planned developments were identified in these generally rural areas. Cheyenne has committed to return the natural vegetation and agricultural land as nearly as is practicable to the same condition that existed before construction activity on land within the community (WCCP, Sec. 22-2-10, Item B). On -site facilities will blend with natural surroundings and support the activities of oil and gas exploration that already exists in the Project area. Cheyenne respects Weld County's goal to protect the delivery of water to the public (WCCP, Sec. 22-2-10, Item C.2) by surveying the location of water supplies, identifying easements where water infrastructure lies, and responsibly placing Cheyenne infrastructures so as to not disturb water supplies. Concerning the development of natural resources as stated in Sec. 22-2-10, Item D of the WCCP, Cheyenne' pipeline construction minimizes the impact of local natural resource extraction by complying with regulations such as those outlined by the Colorado Department of Public Health and Environment. Cheyenne will move product produced from local natural resource extraction via underground pipeline, thus minimizing impact to the agricultural lands and agricultural operations after construction. The construction of the facilities associated with the Project would temporarily affect approximately 1,626.6 acres of land; the permanent facilities would affect 439.4 acres of land. The Project would not permanently impact any developed land uses or residential land. Potential compensation to landowners for possible adverse effects to property values would be addressed during easement negotiations (WCCP, Sec. 22-1-120, Item E) No businesses or residences would be removed or displaced by construction and operation of the Project's facilities. Concerning Economic Growth within Weld County (WCCP, Sec. 22-1-120, Item F), current economic and employment conditions in Weld County, Colorado and nearby communities are based on the 2015 estimated per capita income for Weld County, Colorado which was $26,751. This average per capita income was slightly lower than the estimated 2015 per capita income for the State of Colorado at $32,217. For nearby communities the 2015 estimated per capita incomes were all lower than the state's estimated per capita income. Employment in the areas near the proposed Project is predominately in educational services, health care, and social assistance, typically followed by construction and manufacturing or else by professional, scientific, and management and administrative and waste management 27 services. Unemployment rates in Weld County were slightly lower than the statewide unemployment rate. Unemployment rates in the nearby communities of Nunn, Ault, and Greeley were higher than the state and county -wide unemployment rates. Eaton had an unemployment rate that was significantly lower than the statewide unemployment rate. While there may be impacts on the existing socioeconomic environment of the proposed Project area, the construction required for the new facilities would be relatively short-term and therefore impacts to the socioeconomics of the Project area would be mostly minor. 11. A discussion of the proposal for maintenance of the facility so as to prevent dust, soil erosion and the growth of NOXIOUS WEEDS. Storm water drainage will be handled and covered according to the guidelines, rules, and regulations outlined by the Colorado Department of Public Health and Environment ("CDPHE"). Best Management Practices (BMPs) will be utilized when maintaining the sites and at any future incidence of landscape disturbance to minimize erosion and runoff. Flow patterns consistent with historical evidence will be maintained to safeguard against accumulation of storm water run-off, run-off rate and velocity increases, and run-off diversions. If necessary, Cheyenne will employ straw mulch or similar mitigation techniques to protect against wind and water erosion. The pipeline right-of-way will be re -seeded in accordance with private landowner agreements, CDPHE requirements, FERC regulations and requirements and in consultation with the NRCS and Colorado State University Extension Office. The meter sites will be graveled to prevent dust and soil erosion. Weeds will be sprayed on an as -necessary basis. 12. A drainage report outlining the method of preventing surface runoff from exceeding the historical flow. Attached. 13. A Decommissioning Plan. Adequate financial assurance to cover the decommissioning of the facility may be required as a condition of approval of the Decommissioning Plan. In the case of decommission, the site and pipeline will be decommissioned as outlined by FERC regulations. 14. Additional information required for TRANSMISSION LINES and oil and gas PIPELINES: a. A discussion of the feasibility of utilizing any existing utility line corridors. Cheyenne reviewed multiple route alternatives during the initial routing process and throughout the land, cultural, and environmental survey process, and considered and made numerous modifications to arrive at the chosen route. The chosen route is one that is sensitive to environmental, wildlife, and cultural considerations, minimizes disturbance to agricultural 28 activities, takes landowner preferences into consideration, follows existing utility and infrastructure corridors where possible, and is operationally and economically efficient. b. A list of the names and addresses of the utility companies which have existing underground utility lines underlying the alternative routes. Cheyenne will perform On -Call utility clearances along the pipeline route prior to any ground disturbing activities to identify any utility lines underlying the route. 29 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Use by Special Review Questionnaire 1. Explain, in detail, the proposed use of the property. Cheyenne Connector, LLC ("Cheyenne") proposes to construct 70 miles of new thirty-six inch (36") natural gas pipeline from a point located within Section 14, Township 2 North, Range 66 West, north to a point located in Section 5, Township 11 North, Range 66 West, Weld County, Colorado. This pipeline is anticipated to initially carry up to 600,000 Dth/d of natural gas per day accumulative activities in the surrounding area. The permanent easement width will vary based on the segment of the line, but generally will be fifty feet (50') in width. The five meter and regulating sites along the pipeline route — Lancaster, Latham, Mewborn, O'Connor and Connector — will service the line with adequate pressure to move the product to existing Rockies Express Pipeline, LLC facilities north of Nunn, Colorado. The O'Connor meter and regulating site requires a 0.7 -mile twenty-four inch (24") lateral to the thirty-six (36") pipeline ("Project"). Lancaster Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 300,000 dekatherms per day (Dth/d) of natural gas at the southern starting point of the pipeline. The meter and regulating station serves as the interconnect between the Anadarko Lancaster Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, gas chromatograph and electronic flow meter (GC/EFM) building with appurtenances, and various associated pipe, valves, and fittings. Additionally, the pig launcher for the pipeline would be included inside the facility. Latham Meter and Regulating Station Cheyenne would construct a facility designed to receive and measure up to 400,000 Dth/d of natural gas and would be located directly adjacent to and south of the proposed Mewbourn Meter and Regulating Station south of the existing DCP Midstream, LP (DCP) Mewbourn Plant. The meter and regulating station would serve as the interconnect between the future Anadarko Latham Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. 30 Mewbourn Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 200,000 Dth/d of natural gas and would be directly adjacent to and north of the proposed Latham Meter and Regulating Station. The meter and regulating station would serve as the interconnect between the existing DCP Mewbourn Plant to the north and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. O'Connor Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 300,000 Dth/d of natural gas located to the west of the existing DCP O'Connor Plant. The meter and regulating station would serve as the interconnect between the existing DCP O'Connor Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Additionally, Cheyenne would construct approximately 0.70 miles of 24 -inch lateral (O'Connor Lateral) from the meter and regulating station to the pipeline. Additionally, the pig launcher for the O'Connor Lateral would be included inside the facility. Connector Meter and Regulating Station Cheyenne would construct a facility designed to deliver and measure up to 600,000 Dth/d of natural gas at the northern terminus of the proposed pipeline. The meter and regulating station is located within the existing, maintained Rockies Express Cheyenne Hub facility and would act as the interconnect between the proposed pipeline and Rockies Express Pipeline. Construction of this facility would include installation of meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Additionally, the pig receiver for the pipeline would be included inside the facility. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Cheyenne is seeking authorization from the Federal Energy Regulatory Commission ("FERC") pursuant to Section 7 of the Natural Gas Act (NGA) to construct, install, own, operate, and maintain certain facilities located in Weld County, Colorado ("Project"). The Project would include a new pipeline, with appurtenances, and meter and regulating stations. More specifically, the Project would consist of the following facilities: Cheyenne Connector Pipeline — Cheyenne would install approximately 70 miles of 36 -inch diameter pipeline. Lancaster Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 300,000 dekatherms per day (Dth/d) of natural gas at the southern starting point of the pipeline. The meter and regulating station serves as the interconnect between the Anadarko Lancaster Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, gas chromatograph and electronic flow meter (GC/EFM) building with 31 appurtenances, and various associated pipe, valves, and fittings. Additionally, the pig launcher for the pipeline would be included inside the facility. Latham Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 400,000 Dth/d of natural gas and would be located directly adjacent to and south of the proposed Mewbourn Meter and Regulating Station south of the existing DCP Midstream, LP (DCP) Mewbourn Plant. The meter and regulating station would serve as the interconnect between the future Anadarko Latham Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Mewbourn Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 200,000 Dth/d of natural gas and would be directly adjacent to and north of the proposed Latham Meter and Regulating Station. The meter and regulating station would serve as the interconnect between the existing DCP Mewbourn Plant to the north and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. O'Connor Meter and Regulating Station — Cheyenne would construct a facility designed to receive and measure up to 300,000 Dth/d of natural gas located to the west of the existing DCP O'Connor Plant. The meter and regulating station would serve as the interconnect between the existing DCP O'Connor Plant and the pipeline. Construction of this facility would include installation of filtration, meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Additionally, Cheyenne would construct approximately 0.70 miles of 24 -inch lateral (O'Connor Lateral) from the meter and regulating station to the pipeline. Additionally, the pig launcher for the O'Connor Lateral would be included inside the facility. Connector Meter and Regulating Station — Cheyenne would construct a facility designed to deliver and measure up to 600,000 Dth/d of natural gas at the northern terminus of the proposed pipeline. The meter and regulating station is located within the existing, maintained Rockies Express Cheyenne Hub facility and would act as the interconnect between the Cheyenne Connector and Rockies Express Pipeline. Construction of this facility would include installation of meter runs, flow control and pressure control valves, liquids containment tank, GC/EFM building with appurtenances, and various associated pipe, valves, and fittings. Additionally, the pig receiver for the Project would be included inside the facility. The purpose of the Project is to provide 600,000 Dth/d of natural gas and firm transportation services of natural gas. The Project customers include Anadarko Petroleum Corporation (APC) and DCP. This project expands the United State's natural gas infrastructure in order to meet the country's energy needs today and in the future. The Project provides the opportunity for natural gas market participants to move natural gas from supply connections in the Denver- Julesburg Basin ("DJ Basin"), to the existing Rockies Express Cheyenne Hub. The Project will 32 efficiently connect growing DJ Basin production with the numerous downstream takeaway options at the Cheyenne Hub. The proposed use is consistent with the Weld County Comprehensive Plan ("WCCP") as it supports Private Property Rights (Sec. 22-2-10, Item A) sending requests for information concerning any planned commercial or new residential subdivisions located within 0.25 mile of the proposed Project facilities were sent on February 8, 2018 to the Weld County Planning Commission. Three Open house meetings were held prior to landowner negotiations which allowed landowners and open forum to discuss with Cheyenne project representatives their concerns about the Project. Additionally, during Cheyenne's negotiations and discussions with local landowners, no planned developments were identified in these generally rural areas. Cheyenne has committed to return the natural vegetation and agricultural land as nearly as is practicable to the same condition that existed before construction activity on land within the community (WCCP, Sec. 22-2-10, Item B). Site facilities will blend with natural surroundings and support the activities of oil and gas exploration that already exists in the Project area. Cheyenne respects Weld County's goal to protect the delivery of water to the public (WCCP, Sec. 22-2-10 Item C.2) by surveying the location of water supplies, identifying easements where water infrastructure lies, and responsibly placing Cheyenne infrastructures so as to not disturb water supplies. Concerning the development of natural resources as stated in Sec. 22-2-10, Item D of the WCCP, Cheyenne' pipeline construction minimizes the impact of local natural resource extraction by complying with regulations such as those outlined by the Colorado Department of Public Health and Environment. Cheyenne will move product produced from local natural resource extraction via underground pipeline, thus minimizing impact to the agricultural lands and agricultural operations after construction. The construction of the facilities associated with the Project would temporarily affect approximately 1,626.6 acres of land; the permanent facilities would affect 439.4 acres of land. The Project would not permanently impact any developed land uses or residential land. Potential compensation to landowners for possible adverse effects to property values would be addressed during easement negotiations (WCCP, Sec. 22-1-120, Item E) No businesses or residences would be removed or displaced by construction and operation of the Project's facilities. Concerning Economic Growth within Weld County (WCCP, Sec. 22-1-120, Item F), current economic and employment conditions in Weld County, Colorado and nearby communities are based on the 2015 estimated per capita income for Weld County, Colorado which was $26,751. This average per capita income was slightly lower than the estimated 2015 per capita income for the State of Colorado at $32,217. For nearby communities the 2015 estimated per capita incomes were all lower than the state's estimated per capita income. Employment in the areas near the proposed Project is predominately in educational services, health care, and social assistance, typically followed by construction and manufacturing or else 33 by professional, scientific, and management and administrative and waste management services. Unemployment rates in Weld County were slightly lower than the statewide unemployment rate. Unemployment rates in the nearby communities of Nunn, Ault, and Greeley were higher than the state and county -wide unemployment rates. Eaton had an unemployment rate that was significantly lower than the statewide unemployment rate. While there may be impacts on the existing socioeconomic environment of the proposed Project area, the construction required for the new facilities would be relatively short-term and therefore impacts to the socioeconomics of the Project area would be mostly minor. The bulk of the socioeconomic impacts would be short-term and would arise primarily due to the temporary influx of employees and traffic during the construction of the new pipeline and five meter and regulating stations. Because of the relatively short duration of the construction periods for each facet of the Project and based on the expectation that approximately 50 percent of the construction workforce will be drawn from local populations, population effects are expected to be minor. There would be slightly increased local economic activity in the hospitality and transportation sectors due to construction activity. Since this employment would occur over a period of approximately 7 months, the population effects are anticipated to be minimal when viewed statewide in Colorado and in Weld County. No permanent decrease in the unemployment rate is expected to result from the construction of the Project. Construction activities are scheduled to begin in April 2019. A peak crew of approximately 580 people would be required for the construction of the Project. This peak work force would be broken down into the following spreads: • Cheyenne North Spread — 250 workers • Cheyenne South Spread — 150 workers • Meter and Regulating Station — 120 workers • Inspection Team — 60 workers All construction would happen simultaneously at the Project sites, accordingly, a peak construction workforce would number 580 people for the entire Project. The Project is scheduled to achieve commercial operation no later than October 2019. The construction contractors to be employed by Cheyenne would hire construction personnel; these would include Cheyenne employees, construction inspection staff, and safety and environmental inspection staff. Due to the geographic location of the Project, it is anticipated that a portion of the total labor force would be hired from the local workforce, while other personnel would be hired from outside the Project areas. It is anticipated that up to 50 percent of the Project construction personnel would come from the local workforce, as available. This would result in some beneficial outcomes, such as temporarily lowering the counties' and cities' unemployment rates and, depending upon the rate at which skilled and experienced local staff are available and the positions to which these personnel are assigned, may increase the average per capita income in the areas. The remaining 50 percent of the construction workforce would consist of non -local hires. Environmental inspection staff would most likely consist 34 entirely of non -local employees based on the specialized skills and experience required for those positions. There would be minimal long-term impacts on the existing socioeconomic environment of the Project areas. Cheyenne anticipates that two permanent employees, one measurement technician and one corrosion protection technician, would be hired to operate the new Cheyenne facilities. The small number of permanent employees at the new Project facilities would have a minimal effect on the Project area's existing socioeconomic environment including employment and per capita income. Cheyenne has determined the cumulative impact through various analyses. Concerning Industrial Development, within the Project area, Cheyenne attempted to review past FERC projects and the Colorado Oil and Gas Conservation Commission ("COGCC") well permitting database to determine which projects that fall within the cumulative impact areas previously defined. This review provided the following projects: the REX Cheyenne Hub Enhancement Project, the Silo Natural Gas Pipeline project, Saddlehorn and Grand Mesa Pipelines, High Plains 2013 Expansion Project, the Lucerne Residue Pipeline project, and then miscellaneous oil and gas development by various operators. Regarding residential development, Cheyenne contacted the Weld County Planning Department to inquire about any major residential (i.e., subdivision) development within 0.25 miles of the Project. As previously stated, the proposed Project locations are in agricultural, rangeland, and industrial/developed areas. The majority of development similar in nature and scope to the Project is associated with current or planned oil and gas exploration and development as well as midstream and upstream projects. Additionally, except for some trees that must be removed from the permanent ROW, the disturbance resulting from the construction of the Cheyenne would also be temporary in nature and the ROW would be revegetated to its previous condition. Therefore, the temporary and permanent disturbance associated with the Project in terms of cumulative impacts on the existing and proposed conditions in the area can be described as relatively minor. 3. 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. Pursuant the Weld County Code, oil and gas support and services facilities are allowed in Agricultural (A) Zoning District upon approval of a Use by Special Review application. All facilities planned for this pipeline (the underground pipeline itself, the five meter and regulating sites along the pipeline route — Lancaster, Latham, Mewbourn, O'Connor and Connector should be covered under Section 23-3-40, Subsection A, "Mineral Resource Development Facilities". 4. What type of uses surround the site (explain how the proposed use is consistent and compatible with surround land uses). The proposed Project is situated within the central to northwestern part of the county where the primary use of the land is either grazing or agricultural. The Project area also includes rural 35 residential and some industrial uses mixed in along the proposed facilities. The proposed Lancaster Meter and Regulating Station is located within the footprint of an existing natural gas facilities. As such the construction of this facility would not permanently alter the existing land use. The Latham, Mewbourn, O'Connor, and Connector Meter and Regulating Stations are sited near existing natural gas processing and compression facilities, but would represent long-term conversion of rural/agricultural area to an industrial site. Where disturbance is required for construction of the Cheyenne Connector Pipeline and the O'Connor Lateral, the disturbance involves the establishment of permanent right of way (ROW) across lands currently devoted to an agricultural use. As there are few residences in the surrounding area, the traffic to and from the pipeline and facility sites should create minimal impact and be in line with other activity and land uses in the area. 5. Describe, in detail, the following: a) Number of people who will use this site. It is anticipated that Cheyenne will have up to five employees visit or make routine inspections of the five metering and regulating stations and pipeline during the course of any given week, though the facilities will operate mostly unmanned. b) Number of employees proposed to be employed at this site. Though there may be employees on the pipeline at any given time for activities such as maintenance and/or inspections of the pipeline during the course of any given week, though the facility will operate mostly unmanned. c) Hours of operation. The pipeline will operate 24 hours a day, seven days a week, 365 days a year. Any employees accessing the site for inspection/maintenance will typically only access the site between the hours of 6am to 6 pm except in the event of an emergency. The pipeline will have a monitoring system in continuous operation that will report on the pressure and flow of the line. Specially trained, on -call staff is available for emergency response should the need arise. d) Type and number of structures to be erected (built) on this site. Cheyenne anticipates installing five metering and regulating facilities at various locations within the Project facilities beginning at Section 31, Township 5 North, Range 64 West, milepost 0.0 at the proposed Lancaster Meter and Regulating Station at the southern end of the proposed pipeline and following the pipeline north to the terminus at the Connector Meter and Regulating Station located in Section 5, Township 11 North, Range 66 West, Weld County, Colorado, with a small number of valves and meters along the proposed pipeline route. The following are a list of structures to be erected on various sites for the Cheyenne: 36 The Lancaster Meter station will consist of: • Filter Separator (FS -1001) — 12' x 4.5' x 11' • Drain Tank (TA -3001) — 11' x 4.5' x 8' • Flow Meter Skid (MS -8010) - 21' x 11.5' x 10' • Control Valve Skid (RS -8210) — 38' x 8.5' x 5.5' • Pig Launcher (PL -1001) - 31.5' x 5.5' x 8' • EFM/GC Building (BU -0001) — 16' x 8' x 9' *Measurements are to the top of piping. The Latham Meter station will consist of: • Filter Separator (FS -1001) — 12' x 4.5' x 11' • Drain Tank (TA -3002) — 11' x 4.5' x 8' • Flow Meter Skid (MS -8020) - 25' x 11.5' x 10' • Control Valve Skid (RS -8220) - 43' x 8.5' x 5.5' • EFM/GC Building (BU -0002) 16' x 8' x 9' *Measurements are to the top of piping. The Mewbourn Meter station will consist of: • Filter Separator (FS -1003) — 12' x 4.5' x 11' • Drain Tank (TA -3003) — 11' x 4.5' x 8' • Flow Meter Skid (MS -8030) - 21' x 11.5' x 10' • Control Valve Skid (RS -8230) - 31' x 8.5' x 5.5' • EFM/GC Building (BU -0003) — 16' x 8' x 9' *Measurements are to the top of piping. The O'Connor Meter station will consist of: • Filter Separator (FS -1004) — 12' x 4.5' x 11' • Drain Tank (TA -3004) — 11' x 4.5' x 8' • Flow Meter Skid (MS -8040) - 21' x 11.5' x 10' • Control Valve Skid (RS -8240) — 38' x 8.5' x 5.5' • Pig Launcher (PL -1004) — 31.5' x 5' x 7' • Pig Receiver (PR -1004) - 38.5' x 5' x 7' • EFM/GC Building (BU -0004) 16' x 8' x 9' *Measurements are to the top of piping. 37 The Connector Meter station will consist of: • Flow Meter Skid (MS -8050) - 28' x 16' x 10' • Control Valve Skid (RS -8250) 26' x 8.5' x 5.5' • Pig Receiver (PL -1005) - 38.5' x 5' x 8' • EFM/GC Building (BU -0005) — 16' x 8' x 9' *Measurements are to the top of piping. The MLV PDC Building will consist of: • MLV PDC Building — 8' x 8' x 9.5' e) Type and number of animals, if any, to be on this site. There will be no animals kept along the pipeline. f) Kind of vehicles (type, size weight) that will access this site and how often. The following vehicles will have access to this site: Commercial vehicles delivering pipe and other needed supplies will access the site during the period of construction but not afterward. Construction activities are scheduled to begin in April 2019. A peak crew of approximately 580 people would be required for the construction of the Cheyenne Connector Pipeline and the five new meter and regulating stations. This peak work force would be broken down into the following spreads: • Cheyenne North Spread — 250 workers • Cheyenne South Spread — 150 workers • Meter and Regulating Station — 120 workers • Inspection Team — 60 workers All construction would happen simultaneously at the Project sites, accordingly, a peak construction workforce would number 580 people for the entire Project. The Project is scheduled to achieve commercial operation no later than October 2019. Light -weight trucks (typically those used by service and maintenance technicians) will access the sites for maintenance and service at approximately four trips per day. g) Who will provide fire protection to this site. In case of an emergency, Cheyenne will dispatch emergency crews to address occurrences as well as collaborate with local emergency responders. 38 h) Water source on the property (both domestic and irrigation). Bottled water and portable toilets will be provided throughout the construction phase of the Project. Upon the completion of construction, there will be no long-term water source needed for any of the project locations. i) Sewage disposal system on the property (existing and proposed. Portable toilets will be onsite during the construction phase. Once construction is completed, portable toilets will no longer be needed along the Project. A septic system will not be necessary. j) If storage or warehousing is proposed, what type of items will be stored. No storage is proposed or needed for the Project. 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. Landscaping along the easement are will be based upon prior negotiations between Cheyenne and landowners. The pipeline will be completely underground except for necessary valve locations and metering and regulating stations. In all cases, the restored landscape will match the natural vegetation and leave the property in as nearly the same condition as before the project commenced. 7. Explain any proposed reclamation procedures when termination of the use by Special Review activity occurs. Upon completion of construction of the pipeline, reclamation procedures are typically outlined according to prior negotiations between Cheyenne and individual landowners consistent with the requirements for FERC's Plans and Procedures. All reclamation, regardless of negotiations, will be conducted in such a way that the natural vegetation is primed for regrowth, soil is stabilized to prevent erosion, and damages to agricultural land are provided to individual landowners. 8. Explain how the storm water drainage will be handled on the site. Storm water drainage will be handled and covered according to the guidelines, rules and regulations outlined by the Colorado Department of Public Health and Environment ("CDPHE"). A Stormwater Discharge Permit is procured from CDPHE by Tallgrass and will cover all issues and regulations in regard to storm water drainage. Best Management Practices (BMPs) will be utilized throughout the construction phase and at any future incidence of landscape disturbance to minimize erosion and runoff. Flow patterns consistent with historical evidence will be maintained to safeguard against accumulation of storm water run-off, run-off rate and velocity increases, and run-off diversions. 39 9. Explain how long it will take to construct this site and when construction and landscape scheduled to begin. Construction is scheduled to begin April 2019 with an anticipated in-service date of October 2019. The construction will consist of the following steps, in order: surveying, removing natural landscape (vegetation, rock), removing and stockpiling topsoil, boring/trenching, installing pipeline, backfilling the trench, testing the pipe, replacing the topsoil, re -contouring, and restoring vegetation. Construction is weather -dependent and activities are performed in consultation with extension offices, landowners, and farm service agencies and appropriate county, state, and federal offices. Restoration will begin on each tract as after the pipeline is laid in the trench, soil and topsoil is backfilled, and the pipeline has been hydro -tested, weather dependent. 10. Explain where storage and/or stockpile of wastes will occur on this site. There is no stored and/or stockpiled waste related to the Project. 11. Please list all proposed on -site improvements associated with the use (example: landscaping, fencing, drainage, turn lands, etc.) and a timeline of when you will have each one of the improvements completed. All on -site and off -site improvements such as landscaping, fencing, drainage, will be performed throughout the construction of each site/segment of the line. Timing of the construction/installation of all improvements will be weather -dependent and performed in consultation with extension offices, landowners, farm service agencies, and appropriate county and state offices. Fencing for any above -ground appurtenances will be completed upon the conclusion of construction of each above -ground facility. 40 AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Various - See Special Review Pipeline Map Property Legal Description: Parcel Number (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office. or www.co.wcId co_Js) (Include all lots being included in the application area, if additional space is required, attach an additional sheet) THE UNDERSIGNED, being first duly sworn, 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 property (the surface estate) within five hundred feet of the property being considered. This list was compiled from the records of the Weld County Assessor, or a person qualified to do the task, and shall be current as of a date no more than thirty days prior to the date the application is submitted to the Department of Planning Services. Signatures of all fee owners of property must sign 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 the signatory has the legal authority to sign for the corporation. I (We) hereby depose and state under the 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. 1\ Signature N Date Signature Date Signature Date 41 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Surrounding Fee Owners of the Property (Surface Estate) Property ID / Parcel Number Legal Landowner(s) 130914200033 PT NW4 14-2-66 LOT D REC EXEMPT RECX12-0045 Kerr-McGee Gathering LLC 1099 18th Street Suite 1800 Denver, CO 80202-1918 13091 1300007 PT S2SW4 11-2-66 LOT B AMD CORR REC EXEMPT RE -1474 (.46R) Cannon Land Company, a Corporation 3333 S. Wadsworth Blvd., Ste D-208 Lakewood, CO 80227 13091 1 100008 S11, T2, R66 Cannon Land Company, a Corporation 3333 S. Wadsworth Blvd., Ste D-208 Lakewood, CO 80227 130902000002 SW4, of S2, T2, R66 Cannon Land Company, a Corporation 3333 S. Wadsworth Blvd., Ste D-208 Lakewood, CO 80227 130902000001 NW4 of S2, T2, R66 Cannon Land Company, a Corporation 3333 S. Wadsworth Blvd., Ste D-208 Lakewood, CO 80227 121135000003 SW4, of S35, T3, R66 Cannon Land Company, a Corporation 3333 S. Wadsworth Blvd., Ste D-208 Lakewood, CO 80227" 121135000002 W2, NW4, W2, E2, NW4 of S35, T3, R66 Niles Miller Family Farms, LLC CIO Diane K. Brown 615 Lippitt Ave. Johnstown, CO 80534 121126000001 W2, of S26, T3, R66 Bradley Alan Beierle PO BOX 387 Platteville, CO 80651-0387 121123000017 W2, SW4 of S23, T3, R66 Melba L. Farley Trust PO Box 363 Platteville, CO 80651 121123000036 W2NW4 S23, T3, R66 Joseph F. Kuntz PO Box 405 Platteville, CO 80651-0405 and 3207 70th Ave. Greeley, CO 80634 121114300043 W2SW4 of 514, T3, R66 Richard Ferge 15426 County Road 33 Platteville, CO 80651-8309 42 121114300040 SW4 of S14, T3, R66, Lot A Kaye Barney 16365 County Road 32 Platteville, CO 80651-8203 121114000036 SE4 of S14, T3, R66, Lot B Michael A. Carmichael PO BOX 1338 Platteville, CO 80651-1338 121113000017 16574 SW4 13 3 66 EXC UPRR CO RES (4R6D) 17169 32 CR WELD 00000 Alan & Dorothy Brotemarkle Living Trust and Dorothy Brotemarkle & Brad Brotemarkle 304 Division Blvd Platteville, CO 80651-7517 121113000026 W2N2 of S13, T3, R66 Roy Williams Murray, Jr. Family Trust and Jody Murray 15508 County Road 35 Platteville, CO 80651-8412 121112000006 ALL SEC 12 3 66 Alpha Energy Group 245 E 54TH ST Apt 5M New York, NY 10022-4707 121101300002 Sit of S1, T3, R66 Rocky Mountain Farms, LLC 17978 County Road 39 Platteville, CO 80651-8411 121101 100001 N2 of S1, T3, R66 Ludwig Family Farms, LLC 18010 County Road 38 Platteville, CO 80651-8410 121102100004 PT N2 2-3-66 LOT B REC EXEMPT RECX13-0096 Anadarko E & P Company LP PO Box 173779 Denver, CO 80217-3779 121102100003 PT N2 2-3-66 LOT A REC EXEMPT RECX13-0096 Anadarko E & P Company LP PO Box 173779 Denver, CO 80217-3779 121306100009 PT N2NE4 6 3 65 LOT C REC EXEMPT RECX15-0161 Benjamin Knaub 17915 County Road 39 Platteville, CO 80651-8418 121306000013 11419-B PT N2N2 6 3 65 Weld County 1150 O St Greeley, CO 80631-9596 105531 100001 S2NE4 of S31, T4, R65 Rural Land Company, Inc. CIO Steven T. Roach 1130 50TH Ave Greeley, CO 80634-1901 105532300054 PT SW4 32-4-65 PT LOT B RE -3928 EXC Frank Silva 18494 County Road 39 La Salle, CO 80645-9300 105532300043 PT 32 4 65 LOT B AMD RECORDED EXEMPTION RE -3086 (.90R) Jane Evans Cornelius 3405 Penrose P1 Suite 105 Boulder, CO 80301-1819 105532000007 12039 SE4 32 4 65 (2D) William W Ray Trust 17376 County Road 46 La Salle, CO 80645-8720 105532000035 E2NE4 32-4-65 LOT B REC EXEMPT RE -2708 (.62R) Duane Klinger 120 18th Street Greeley, CO 80631-5911 105533000003 12042 N2 33 4 65 EXC UPRR CO RES (6R12D4SHT) Janet Frazier 395 Ash St. Denver, CO 80220-4921 43 105534000011 12051 NW4 34 4 65 (4R) William Alan Oster 18844 County Road 43 La Salle, CO 80645 105534100014 PT NE4 34-4-65 LOT B AMEND REC EXEMPT AMRE-1648 (1.30R) Charles J. Beaman Revocable Living Trust 21601 County Road 40 La Salle, CO 80645-9411 105535000015 PT 35-4-65 LOT B REC EXEMPT RE -1278 EXC UPRR RES (7.82R18D) Joseph F. & Dorothy J. Mark and Edward E. & Dru E. Mark 22264 County Road 40 La Salle, CO 80645-9514 105536100004 ALL SEC 36 4 65 EXC State of Colorado 1127 N. Sherman St Suite 300 Denver, CO 80203-2398 105536100003 PT E2 36 4 65 Weld County 1150 O St Greeley, CO 80631-9596 105331200024 PT NW4 31-4-64 Weld County 1150 O St Greeley, CO 80631-9596 105331200025 N2NW4 31-4-64 LOT B REC EXEMPT RE -2435 Richard A. Walters 18850 County Road 49 La Salle, CO 80645-9506 105330000029 8931-A PT SW4 30 4 64 SOFS Realty LLC 15336 County Road 20 Ft. Lupton, CO 80621-9124 105330000020 8931 E2SW4 30 4 64 EXC BEG SE COR W2SW4 THENCE N88D45'E 1221.72' M/L NOD16'W 710' N89D52'W 1221.72' M/L THENCE S TO BEG ALSO EXC BEG N768.25' & S89D52'E 1251.75'FROM SW COR OF SEC THENCE N600' S89D52'E 1187.72' $600' N89D52'W 1187.72' TO BEG Prairie Land and Cattle LLC 15336 County Road 20 Ft. Lupton, CO 80621-9124 105330200009 NW4 30-4-64 Prairie Land and Cattle LLC 15336 County Road 20 Ft. Lupton, CO 80621-9124 105319300010 PT S2 19-4-64 PT LOT B REC EXEMPT REC-1506 City of Broomfield 1 Descombs Dr. Broomfield, CO 80020-2495 and Jack Mount (tenant) 6500 29th Street Suite 260 Greeley, CO 80634 105319200008 ALL 19-4-64 EXC City of Broomfield 1 Descombs Dr. Broomfield, CO 80020-2495 and Jack Mount (tenant) 6500 29th Street Suite 260 Greeley, CO 80634 105318300002 PT 18 4 64 DCP Operating Company, LP 370 17th Street, Suite 2500 Denver, CO 80202 44 105318200013 PT NW4 & PT N2SW4 18-4-64 LOT C REC EXEMPT RE -4205 EXC W30 (16S) Noble Energy WYCO LLC 1900 Dalrock Rd. Rowlett, TX 75088-5526 105318100036 PT NE4 18-4-64 LOT B REC EXEMPT RE -3152 (.10R3D) James Richardson 24542 County Road 46 LaSalle, CO 80645-8917 105318100005 PT NE4 18 4 64 LOT B REC EXEMPT RE -5119 Dorothy M. Frick 21879 County Road 51 Kersey, CO 80644-9017 105318000031 PT NE4 18-4-64 LOT B REC EXEMPT RE -1649 (1.08R) Allen Muirhead 24690 County Road 46 LaSalle, CO 80645-8917 105307400010 PT SE4 7-4-64 LOT B REC EXEMPT RECX15-0152 Isabel C. Franklin 122 Diamond Ln Gunnison, CO 81230-3706 105307000043 E2NE4 7-4-64 EXC UPRR RES (3R3D) Dietrich Family LLLP 6219 Ashcroft Rd Greeley, CO 80634-8704 105307000045 PT W2NE4 7-4-64 LOT B REC EXEMPT RE -2547 (.71R) Dietrich Family LLLP 6219 Ashcroft Rd Greeley, CO 80634-8704 105306000023 PT SE4 6-4-64 LOT B REC EXEMPT RE -994 (2.46R3D) Dietrich Family LLLP 6219 Ashcroft Rd Greeley, CO 80634-8704 105306100036 PT NE4 6-4-64 LOT B REC EXEMPT RE -3317 (2.93R) ALSO EXC OG&M Wilmoth Farms 3-W LLC c/o Farmers National Company PO Box 542016 Omaha, NE 68154-8016 and c/o Robert Wilmoth 9711 Mountainview Rd., Unit 1500 Scottsdale, AZ 85258 and 206 South 13th Street, Suite 1425 Lincoln, NE 68508 105305000017 8830 PT W2W2NW4NE4 5 4 64 & PT NE4NW4 Wilmoth Farms 3-W LLC c/o Farmers National Company PO Box 542016 Omaha, NE 68154-8016 and c/o Robert Wilmoth 9711 Mountainview Rd., Unit 1500 Scottsdale, AZ 85258 and 206 South 13th Street, Suite 1425 Lincoln, NE 68508 096332000004 9536 W2W2 32 5 64 Cynthia Padilla 3824 Tumbleweed Dr Evans, CO 80620-9110 and Raymond G. & Alice K. Schmier 6835 S. Penrose Ct Centennial, CO 80122 45 and Vernon L. Schmier 20697 CR 39 La Salle, CO 80645 096332000038 PT N2 32-5-64 LOT A REC EXEMPT RE -133 (3D) Henry Miller Revocable Trust 24525 County Road 53 and Kersey, CO 80644-8803 PO Box 98 Kersey, CO 80644 096332000056 9533-C E2NW4 LYING N & E OF GILMORE CANAL 32 5 64 TOGETHER WITH N60' OF S2NE4 Jimmie H. Cross Living Trust 24891 County Road 53 Kersey, CO 80644-8803 096329000059 9526-C PT S2SW4 29 5 64 Timothy R. Hart & Barrie L. Nelson 25238 County Road 51 Greeley, CO 80631-9796 096329300002 PT N2SW4 29-5-64 LOT B REC EXEMPT RE -3170 (.43R) Miller HFI LLC 1935 65th Ave. #1 Greeley, CO 80634 096329000063 9526-A S2NW4 29 5 64 (1R) Miller HFI LLC 1935 65th Ave. #1 Greeley, CO 80634 096329000052 PT N2NW4 29-5-64 LOT A CORR REC EXEMPT RE -784 (.89R045) Elillas & Beverly D. Ybarra 1500 Ash Ave. Greeley, CO 80631 and 25714 County Road 51 Greeley, CO 80631-9796 096320300024 PT SW4 20-5-64 LOT B REC EXEMPT RE -2166 (.57R) Larry J. Miller 25596 CR 54 114 Kersey, CO 80644-9736 096320000055 PT SW4 20-5-64 LOT A REC EXEMPT RE -756 Jimmy Shawcross 25187 County Road 54 1/4 Kersey, CO 80644-9734 096320000054 9123-A ALL THAT PT SW4 20 5 64 LYING S OF UPRR R/W & N OF CO RD 54 114 (5D6R) Gary Alles 26285 County Road 47 Greeley, CO 80631-9766 096320200019 PT NW4 20-5-64 LOT B REC EXEMPT RE -1845 (4.79R3RR) Janet K. & Edward D. Schmidt 24250 County Road 58 Greeley, CO 80631 096317300009 PT SW4 17 5 64 LOT D REC EXEMPT RECX14-0088 Cecils Kersey Farm LLC 1639 35th Ave Court Greeley, CO 80634-2813 096317200002 E2NW4 17-5-64 LOT B REC EXEMPT RE -4762 M & M Excavation 25490 County Road 58 Greeley, CO 80631-9750 096317000046 PT of the W2NW4 of S17, T5, R64, Lot B Patricia H. Schaumberg Trust No. 1 1357 43RD AVE #24 Greeley, CO 80634-2443 096308000023 9004 S2,!`SE4NW4 8-5-64 EXC THAT PT NW4SW4 N OF PLUMB DITCH (2.41R2D) Lower Latham Reservoir 8209 W. 20th Street, Suite A Greeley, CO 80634 096308000022 9008 SW4NW4 8-5-64 & PT NW4SW4 N & E OF PLUMB DITCH (.12R1 D) Lower Latham Reservoir 8209 W. 20th Street, Suite A Greeley, CO 80634 46 096308000027 9009 N2NW4 8 5 64 Ron Baker & Marsha Baker Living Trust & Dorothy Jean Peterson 28806 County Road 51 Greeley, CO 80631-9749 and 30584 County Road 380 Kersey, CO 80644 096305000028 8980 S2SW4 5 5 64 S OF RIVER Ron Baker & Marsha Baker Living Trust & Dorothy Jean Peterson 28806 County Road 51 Greeley, CO 80631-9749 and 30584 County Road 380 Kersey, CO 80644 096305000037 8983 ALL THAT PT SW4 5 5 64 N OF RIVER & S OF THE FOLLOWING DESC Scout Island Farms LLC PO Box 766 Windsor, CO 80550 and 7233 Whitworth Ct Ft. Collins, CO 80528 096305300055 S2 of S5, T5, R64, PT of Lot B Corporation of the Presiding Bishop of the LDS Church 50 E North Temple FL 22 Salt Lake City, UT 84150- 3620 Eric Angus: Greeley Colorado Corps 30100 CR47 Greeley, CO 80631 096305000046 W2NW4 of S5, T5, R64 Ehrlich Living Trust 25041 County Road 60 1/2 Greeley, CO 80631-9152 080132000009 W2SW4 of S32, T6, R64 Ehrlich Living Trust 25041 County Road 60 1/2 Greeley, CO 80631-9152 080132000016 PT of the NW4, of S32, T6, R64 J Quarter Circle Co 801 8th St. Ste. 220 Greeley, CO 80631-3900 080129300002 PT of the SW4 of S29, T6, R64, Lot B The Irrevocable Uhrich Family Trust, David Alan Uhrich and Janice Marie Carson, Trustees and Janice Marie Carson and David Alan Uhrich Janice Marie Carson: 4040 30TH ST Greeley, CO 80634-9574 David Alan Uhrich: 31386 County Road 51 Greeley, CO 80631 080130400002 PT S2SE4 30 6 64 LOT B REC EXEMPT RE -3801 (.2.27R1 D) The Irrevocable Uhrich Family Trust, David Alan Uhrich and Janice Marie Carson, Trustees and Janice Marie Carson and David Alan Uhrich Janice Marie Carson: 4040 30TH ST Greeley, CO 80634-9574 David Alan Uhrich: 31386 County Road 51 Greeley, CO 80631 080130400003 PT of the N2SE4 of S30, T6, R64 The Irrevocable Uhrich Family Trust, David Alan Uhrich and Janice Marie Carson, Trustees and Janice Marie Carson and David Alan Uhrich Janice Marie Carson: 4040 30TH ST Greeley, CO 80634-9574 David Alan Uhrich: 31386 County Road 51 Greeley, CO 80631 47 080130000038 9941-A PT SE4 30 6 64 DESC AS STRIP 100'W LYING S OF CI ABDN MAIN TRACK OF GREELEY BRANCH UPRR DCP Operating Company, LP 5718 Westheimer Rd Ste 2000 Houston, TX 77057 and 370 17th Street, Suite 2500 Denver, CO 80202 080130000037 9940-B STRIP IN S2NE4 30 6 64 DESC AS PARCEL 48.3' WIDE RUNNING ALG S SIDE NE4 DCP Operating Company, LP 5718 Westheimer Rd Ste 2000 Houston, TX 77057 and 370 17th Street, Suite 2500 Denver, CO 80202 080130100005 PT NE4 30 6 64 LOT D REC EXEMPT RE -4377 Gerald Lee Roth 32100 County Road 49 Greeley, CO 80631-9648 080130000025 PT of the NW4 of S30, T6, R64 Gerald Lee Roth 32100 County Road 49 Greeley, CO 80631-9648 080325100045 PT E2NE4 of S25, T6, R65, Lot B Michael S. & Susan Oleamick 23768 County Road 66 Greeley, CO 80631-9630 080325100044 PT of the E2NE4 of S25, T6, R65, Lot A William G. Ridings 23816 County Road 66 Greeley, CO 80631-9630 080324400001 PT of the S2SE4 of S24, T6, R65 Gerald Lee Roth 32100 County Road 49 Greeley, CO 80631-9648 080324400002 PT of the S2SE4 of S24, T6, R65, Lot B David Wayne Cogburn 32485 County Road 49 Greeley, CO 80631 080324000033 PT N2SE4 of S24, T6, R64, Lot B David Wayne Cogburn 32485 County Road 49 Greeley, CO 80631 080324000011 E2NE4 of S24, T6, R65, Harriet I Anderson 23279 County Road 66 Greeley, CO 80631-9630 080313000047 PT of the SE4 of S13, T6, R65, Lot C J and L Family Farms, LLC 1781 Pioneer PI Eaton, CO 80615-9137 080313000046 PT SE4 13-6-65 LOT B REC EXEMPT RE -3062 (.39R) Lee Roy Turner Jr. 33487 County Road 49 Greeley, CO 80631-9647 080313100044 PT of the NE4 of S13, T6, R65, Lot B 70's Farm LLC 1742 37th Avenue Place Greeley, Colorado 80634 080313100053 PT NE4 13-6-65 LOT B REC EXEMPT RECX16-0169 Shaun C. Hafley 23704 County Road 70 Eaton, CO 80615-9316 080312400087 PT SE4 12-6-65 LOT B REC EXEMPT RE -3533 (1.44R) Donald Goddard & Renee Moore 23757 County Road 70 Eaton, CO 80615-9316 080312000075 PT E2SE4 12-6-65 LOT A REC EXEMPT RE -2376 (.20R) Simon Rodriguez 34255 County Road 49 Eaton, CO 80615-9301 48 080312100085 PT E2 12-6-65 LOT B 2ND AMD REC EXEMPT RE -3230 (.46R 5.04D) Vincent Holton PO Box 359 Galeton, CO 80622-0359 080312100083 PT E2NE4 12-6-65 LOT A AMENDED REC EXEMPT RE -3230 (.57R) Thomas Bartels 34765 County Road 49 Eaton, CO 80615-9301 080312000013 PT NE4 12-6-65 LOT B CORR REC EXEMPT RE -3028 (1.41R) Robert Barry & Sandra Jean Copeland 23760 County Road 72 Eaton, CO 80615-9312 080301400098 PT NE4 1 6 65 PT LOT D REC EXEMPT RE -4296 LYING IN S2 Bay Family Trust 36986 County Road 49 Eaton, CO 80615-9409 080301 100004 PT N2 1 6 65 LOT B REC EXEMPT RECX12-0063 John D. & Dorothy Johnson 300 E 16th St. Ste 301 Greeley, CO 80631-6065 070936400020 PT S2SE4 36-7-65 LOT B REC EXEMPT RE -3266 Thomas L. & Kimberly Karlberg 36037 County Road 49 Eaton, CO 80615-9404 070936400025 PT N2SE4 36-7-65 LOT B REC EXEMPT RE -3580 (.81R) Thomas L. & Kimberly Karlberg 36037 County Road 49 Eaton, CO 80615-9404 070936000018 14621-A PT NE4 36 7 65 EXC BEG NE COR OF SEC THENCE S532.57' W30' N31D18'W 381.14' N0D46'E 219.44' S86D49'E 225.43' TO POB (2.2R 1.81D) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646-0072 070925200005 W2/SE4 25 7 65 (12L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646-0072 070925100004 PT NE4 25 7 65 LOT D REC EXEMPT RECX15-0092 (12L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646-0072 070925100001 PT NE4 25 7 65 LOT A REC EXEMPT RECX15-0092 (12L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646-0072 070925100002 PT NE4 25 7 65 LOT B REC EXEMPT RECX15-0092 (12L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646-0072 070925100003 PT NE4 25 7 65 LOT C REC EXEMPT RECX15-0092 (12L) Jeremiah Holladay 37999 County Road 49 Eaton, CO 80615-9411 070924000007 14044A S2S2 24 7 65 EXC BEG SW COR OF SW4 N780' E375' SE728' S255' W875' TO PT OF BEG (.50R4D) Hunter Ridge Dairy LLP 39301 County Road 49 Eaton, CO 80615-9414 070924000008 14046 N2S2 24 7 65 (1R) Hunter Ridge Dairy LLP 39301 County Road 49 Eaton, CO 80615-9414 070924000010 14043 NE4 24 7 65 (2R3SHT) Hunter Ridge Dairy LLP 39301 County Road 49 Eaton, CO 80615-9414 49 070924000009 14047 NW4 24 7 65 (12SHT2R) Hunter Ridge Dairy LLP 39301 County Road 49 Eaton, CO 80615-9414 070923000022 PT E2 23-7-65 EXC SE -807 LYING IN THE E2 ALSO EXC UPRR CO RES (4R5D10LAKE) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646-0072 070914000029 S2SE4/E2SW4 14-7-65 AND THAT PT W2SW4 DESC AS BEG SW COR SEC N0I D 18'E 2632.69' MIL TO NW COR W2SW4 S88D04'E 1114.05' TO TPOB SO4D35'W 2632.68' S88D14'E 386.08' NOID05'E 2629' N88D04'W 225.33' TO TPOB Robert C. Burroughs PO Box 579 Ault, CO 80610-0579 070914000013 13989 W2NE4/E2NW4 14 7 65 (2R2D) Robert C. Burroughs PO Box 579 Ault, CO 80610-0579 070914000027 PT W2NW4 14-7-65 Robert C. Burroughs PO Box 579 Ault, CO 80610-0579 07091420002 PT NW4 14-7-65 LOT B REC EXEMPT RECX17-0198 Daniel and Andrea Dirkson PO Box 326 Eaton, CO 80615-0326 070914200001 PT NW4 14-7-65 LOT A REC EXEMPT RECX17-0198 Shane and Bridget Paris 27750 County Road 66 Gill, CO 80624-9518 070914000022 PT W2NW4 14-7-65 LOT A CORR REC EXEMPT RE -2536 Owl Creek Land Investments LLC PO Box 206 Eaton, CO 80615 and 106 Elm Ave. Eaton, CO 80615 070915000021 13994-A N2N2 15 7 65 Ed Marrs Farms LLC 39713 County Road 43 Ault, CO 80610 070910000009 13977-A PT 10 7 65 Elaine Altergott 21982 County Road 84 Ault, CO 80610-9514 070910000037 PT S2 & PT NE4 10-7-65 LOT B REC EXEMPT RE -960 (1.30R) L & M Farms LLC PO Box 40 Mead, CO 80542-0040 070910000011 13978 S2NW4 10-7-65 (1 R4SHT) Podtburg Dairy Limited Partnership LLLP 45490 County Road 39 Piece, CO 80650-9503 070909100005 E2NE4 9-7-65 EXC LOT C REC EXEMPT RE -4126 George M. & Sadami J. Tateyama 41518 County Road 43 Ault, CO 80610-9536 070909100022 PT W2NE4 & E2NW4 9 7 65 LOT B AMD REC EXEMPT RE 4052 Larry F. Lang 8054 Moore St Arvada, CO 80005-2024 and 19709 County Road 72 Eaton, CO 80615 070909100020 W2NE4 & E2NW4 9 7 65 SE -1058 (.14R) Larry F. Lang 8054 Moore St Arvada, CO 80005-2024 and 50 19709 County Road 72 Eaton, CO 80615 070904400004 PT SE4 4-7-65 LOT B REC EXEMPT RECX16-0092 Jason T. & Lennard T. Simpson Lenny: 20709 County Road 84 Ault CO 80610-9515 070904000025 13942-A E2SW4 4 7 65 (.91R) Carla Herold 20297 County Road 84 Ault, CO 80610-9515 070904300004 PT W2SW4 4-7-65 LOT B REC EXEMPT RE -4302 Gene R. Elder Trust 20725 Highway 14 Ault, CO 80610-9521 070904000001 13943 NW4 4 7 65 Darryl G. & Sue A. Woods 20378 County Road 86 Ault, CO 80610-9512 070905000019 13944 NE4 5 7 65 EXC UPRR RES City of Thornton 12450 Washington St. Thornton, CO 80241 055132000001 PT S2 32-8-65 LOT A REC EXEMPT RE -2804 Darrel Timothy & Kathleen S. Hettinger 19515 County Road 86 Ault, CO 80610-9605 055132300003 PT SW4 32 8 65 LOT A REC EXEMPT RECX12-0062 Nickie Maggard & Lori L. Maggard 19491 County Road 86 Ault, CO 80610-9605 055132300004 PT SW4 32 8 65 LOT B REC EXEMPT RECX12-0062 (1 D) Arlyn Litfin 19285 County Road 86 Ault, CO 80610-9605 055132000012 14741 W2SW4 32 8 65 (2D) City of Thornton 12450 Washington St. Thornton, CO 80241 055132200004 PT NW4 32 8 65 LOT B REC EXEMPT RECX15-0006 City of Thornton 12450 Washington St. Thornton, CO 80241 055131000017 14731 NE4 31 8 65 EXC UPRR RES City of Thornton 12450 Washington St. Thornton, CO 80241 055130100059 PT E2E2 30-8-65 LOT B REC EXEMPT RE -3156 North Weld County Water District PO Box 56 Lucerne, CO 80646-0056 and 32825 Weld County Road 39 Lucerne, CO 80646 055130100061 W2E2 30-8-65 LOT B REC EXEMPT RECX14-0084 City of Thornton 12450 Washington St. Thornton, CO 80241 055130200011 PT NW4 30-8-65 PT LOT D REC EXEMPT RECX13-0122 EXC BEG NW COR SEC 30 NOD4'E 420' S83D29'E 2857' N88D02'E 2841' TPOB Stanley Heinze & Louie Fabrizius 13497 County Road 80 Eaton, CO 80615-8407 055119300012 PT SW4 19-8-65 PT LOT D REC EXEMPT RECX13-0122 BEG NW COR SEC 30 NOD4'E 420' S83D29'E 2857' N88D02'E 2841' TPOB Stanley Heinze & Louie Fabrizius 13497 County Road 80 Eaton, CO 80615-8407 51 055119000035 14678 PT S2 19 8 65 Miller Cattle Feeders PO Box 219 Pierce, CO 80650-0219 055119300010 PT S2 19-8-65 LOT B REC EXEMPT RE -1256 City of Thornton 12450 Washington St. Thornton, CO 80241 055119000004 14680 N2 19 8 65 EXC UPRR RES (8S) City of Thornton 12450 Washington St. Thornton, CO 80241 055324000014 PT NE4 & PT E2SE4 24-8-66 PARCEL A REC EXEMPT RE -142 (2.5D 4.25R) Voortman Family Trust 5984 Golden Nectar Ct. Corona, CA 92880-8614 055313000012 18755 SE4 13 8 66 EXC UPRR RES (5S) Richard James Ball, et. al. 18069 County Road 92 Pierce, CO 80650-9507 055313000013 18754 NE4 13 8 66 EXC UPRR RES (2R 5S) Richard James Ball, et. al. 18069 County Road 92 Pierce, CO 80650-9507 055313000011 18756 W2 13 8 66 EXC UPRR RES (6R8S) Gene T. & Roxane J. Schroeder 43558 County Road 37 Pierce, CO 80650-9101 055312000007 18750 W2 12 8 66 (8R11 S) Charles McFarlin PO Box 97 Nunn, CO 80648-0097 05531 1300010 N2S2 11 8 66 EXC UPRR RES Kelly Berndt 16126 County Road 96 Nunn, CO 80648 05531 1 100016 E2NE4 1 1 8 66 EXC UPPR RES Kelly Berndt 16126 County Road 96 Nunn, CO 80648 05531 1 100017 W2NE4 11 8 66 EXC UPPR RES Kelly Berndt & Anna Berndt 16126 County Road 96 Nunn, CO 80648 055302300004 PT S2SW4 2-8-66 LOT D REC EXEMPT RE -3857 (4.19R) Kelly Berndt 16126 County Road 96 Nunn, CO 80648 055302000002 18713 N2SW4 2-8-66 (1 R) Luis M. Flores & Perla A. Luna Velasquez 4225 Lake Mead Dr. Greeley, CO 80634-9293 055302200008 PT NW4 2-8-66 EXC LOT A REC EXEMPT RE -3295 AND LOT B AMD REC EXEMPT AMRE-3295 (.90R) 7298 LLC 2770 Arapahoe Rd. Ste. 132-148 Lafayette, CO 80026-8016 055302200004 PT N2NW4 2-8-66 LOT A REC EXEMPT RE -3295 (1.36R) Kenneth D. Newton 47859 County Road 33 Nunn, CO 80648 045535300018 PT W2SW4 35-9-66 LOT A RECORDED EXEMPTION RE- 3401 (2.19RS0D) Rickey D. Pechin 16009 County Road 98 Nunn, CO 80648 52 045534000043 19551-D PT SE4 34 9 66 BEG SE COR OF SEC W1667,01' NOD17'W 335.84' E450.18' N2315.5' TON LINE OF SE4 N89D30'E 1201.51' TOE LINE OF SE4 S0D22'E 2641.15' TO BEG (2.94R 5D) Suzanne L. McWilliams Rev Trust 15659 County Road 98 Nunn, CO 80648-9708 045534400048 PT SE4 34-9-66 LOT B REC EXEMPTION RE -3699 (.31R5D) Candis K. Dill 15515 County Road 98 Nunn, CO 80648-9708 045534000002 PT W2NE4 34-9-66 LOT B REC EXEMPT RE -2721 (.52R) Matthew A. and Kelly J. Feraro 15530 County Road 100 Nunn, CO 80648-9709 045534200008 PT NW4 34 9 66 LOT D REC EXEMPT RECX16-0143 Kelly Bemdt 8585 Citation Dr. Wellington, CO 80549-3224 045534200007 PT NW4 34 9 66 LOT C REC EXEMPT RECX16-0143 Katlyn Fitzgerald 2005 24th Street Greeley, CO 80631-8129 045527300045 PT S2 27-9-66 LOT B REC EXEMPT RE -4827 Robert Pittington Jr. & Candice Pittington PO Box 589 Eaton, CO 80615-0589 045527000015 PT N2SW4 27-9-66 LOT A REC EXEMPT RE -3055 (.39R) Sumer Michele Graham 49298 County Road 31 Nunn, CO 80648-9727 045527000016 PT N2SW4 27-9-66 LOT B REC EXEMPT RE -3055 (.39R) Rose Marie & Clinton Wade Noland 49416 County Road 31 Nunn, CO 80648-9727 045527000011 PT NW4 27-9-66 LOT C REC EXEMPT RE -2393 (1.14R) Dennis G. Devore 353 Dakota Circle Grand Junction, CO 81507-2616 045522000015 PT S2S2 22-9-66 BEG Brent A. Johnson 50004 County Road 31 Nunn, CO 80648-9728 045521000012 NUN 19205 SE4 21-9-66 (BELLMORE THIRD ANNEX) EXC UPRR RES (4R) Prairie Gold LLC 13480 County Road 100 Nunn, CO 80648-9756 045521200007 PT N2 21-9-66 E Leroy A. & Peggy J. Bellmore 13480 County Road 100 Nunn, CO 80648-9756 045516400003 19192 SE4 16 9 66 EXC OG&M (1 S4R6D) Ryan Hostetler 4754 Valley Oak Dr. Loveland, CO 80538-8893 045516300002 19192A SW4 16 9 66 (9R) State of Colorado 600 Grant St. Ste. 640 Denver, CO 80203-3527 045516000001 19191 N2 16 9 66 EXC MIN RESERVES BY STATE OF COLO (9R) Ryan L. Hostetler and Ronald L. & Betty J. Pappenheim 4754 Valley Oak Dr. Loveland, CO 80538-8893 045517100004 PT E2 17-9-66 Michael Lance Palmer 1119 E 16th St, Loveland, CO 80538-4014 53 045508400009 SE4 & PT NW4 LYING E OF UPRR RW 8 9 66 AND A TR OF LAND WITHIN W2NE4 DESC AS COMM NW COR NE4 THENCE SOD 19'E 30' TO S R/W OF CO RD & TRUE POB THENCE S89D51'E 926.10' S0D19'W 2625.26' N89D52'W 926.10' TO SW COR NE4 THENCE NOD 19'E 2625.49' TO TRUE POB EXC BEG SE COR S89D30'E 2597.86' TO POB N0D46'E 946.81' S 16D20'E 989.14' N89D30'W 291.10' TO POB (17RR) Prairie Gold LLC 13480 County Road 100 Nunn, CO 80648-9756 045508100006 19159A SE4NE4 8 9 66 (3R) Leroy A. Bellmore 13480 County Road 100 Nunn, CO 80648-9756 045508100022 19160-A PT NE4 8 9 66 Leroy A. Bellmore 13480 County Road 100 Nunn, CO 80648-9756 045505300015 PT S2 5-9-66 Joana M. Wells 13433 County Road 108 Carr, CO 80612-9015 045505100018 ALL 5-9-66 EXC Sidwell Herefords RLLP 54286 County Road 27 Carr, CO 80612-9010 030132100012 PT 32-10-66 Sidwell Herefords RLLP 54286 County Road 27 Carr, CO 80612-9010 030132300013 PT SW4 32-10-66 Bryan R. Sidwell & Linda L. Sidwell 54286 County Road 27 Carr, CO 80612-9010 030129000008 19623 ALL 29 10 66 EXC A PARCEL OF LAND TO USA DESC IN BK 640 REC #1561646 EXC UPRR RES Sidwell Herefords RLLP 54286 County Road 27 Carr, CO 80612-9010 030120300002 PT S2SW4 20 10 66 LOT B REC EXEMPT RECX16-0013 Robert L. Snidow PO Box 116 Nunn, CO 80648-0116 030120300007 N2SW4 20 10 66 (.91R) Ryan D. & Heather Lee Ross 56490 County Road 27 Carr, CO 80612-9008 030120200008 PT W2NW4 20 10 66 LOT B REC EXEMPT RE4083 (1.03R) Sandra G. Moser 5313 W B St. Greeley, CO 80634-4269 030120200007 PT W2NW4 20 10 66 LOT A REC EXEMPT RE4083 (1.67R) CMH Homes Inc 5000 Clayton Rd. Maryville, TN 37804 030117000007 19598 W2 17 10 66 EXC UPRR RES (4R) Deporter Ranch Inc. 14053 County Road 108 Nunn, CO 80648-9603 54 030108000013 19582 PT 8 10 66 LYING W OF HWY 85 EXC PARCEL TO USA DESC IN BK 640 REC 1561646 EXC OG&M (6.31R) GMS Land & Cattle Company LLC 219 Palm Springs Ave. Cheyenne, WY 82009-6105 030105000014 19571-B THAT PT 5 10 66 LYING W OF US HWY #85 EXC A PARCEL OF LAND DESC IN BK640 REC #1561646 (3.25R) GMS Land & Cattle Company LLC 219 Palm Springs Ave. Cheyenne, WY 82009-6105 020332000004 19703 NW4INW4SE4/SW4SW4!N2SW4 32-11-66 Lazy Two Ranch LLC PO Box 546 Evansville, WY 82636-0546 020329000009 19696 W2 29 11 66 (2R) Donnal W. & Willa M. Hintergardt 61183 County Road 19.5 Carr, CO 80612-9427 020320300007 PT W2SW4 20 11 66 LOT B REC EXEMPT RECX13-0107 Donald K. & Jean L. Chadwick PO Box 202 Eaton, CO 80615-0202 020320200009 19681 NW4 20 11 66 EXC BEG AT 80 RD LN OF E SIDE AUTO RD N PAR 32 RDS EIO RDS S32 RDS WI0 RDS TO BEG (2A) (7R) Arvid Ray Deporter 14053 CR 108 Nunn, CO 80648 020317000010 19671 ALL 17 11 66 Lazy D. Grazing Assn, 14503 County Road 108 Nunn, CO 80648-9603 020308000005 19646 NE4,!`S2 8 1 1 66 EXC TR 5 (12R) Lazy D. Grazing Assn. 14503 County Road 108 Nunn, CO 80648-9603 020308200004 19647 NW4 8 11 66 (4R) Lazy D. Grazing Assn, 14503 County Road 108 Nunn, CO 80648-9603 020305300016 ALL 5-11-66 EXC Lazy D. Grazing Assn, 14503 County Road 108 Nunn, CO 80648-9603 020305400017 PT SE4 5-11-66 Rockies Express Pipeline LLC 3600 S Yosemite St. Ste. 500 Denver, CO 80237-1829 55 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Adjacent Fee Owners of the Property (Surface Estate) Property ID Parcel Number Legal Landowner(s) 130915000028 16120 ALL 15 2 66 EXC UPRR RES (12R) Cannon Land Company 3333 S. Wadsworth Blvd. Suite D-208 Lakewood, CO 80227 130914200031 PT NW4 14-2-66 LOT B REC EXEMPT RECX12-0045 McGee Kerr Gathering LLC 2300 Windy Ridge Pkwy. SE Ste. 840N Atlanta, GA 30339 130910000006 16102 E2!N2NW4 10 2 66 (2R) Cannon Land Company 3575 E. Cherry Creek North Denver, CO 80209 130903000007 16063 ALL 3 2 66 EXC UPRR RES (4R) Cannon Land Company 3333 S. Wadsworth Blvd. Suite D-208 Lakewood, CO 80227 121134000008 16681 SE4 34-3-66 (4R6D) 15725 26 CR WELD 80651 Anadarko E & P Company LP 1099 18th St. Suite 1800 Denver, CO 80202 121134000009 16680 NE4 34-3-66 (4R) Barclay Farms LLC 13017 County Road 30 Platteville, CO 80651 121127000026 16647 ALL SEC 27 3 66 EXC BEG N39.93' FROM W4 COR NOD 13'E 607.51' S89D46'E 860.42' S0D13'W 607.51' N89D46'W 860.42' TO BEG (12A M/L) (15.60R) Barclay Farms LLC 13017 County Road 30 Platteville, CO 80651 121122000012 16632 E2SE4 22 3 66 (3R) Kinzek Living Trust 11210 Larrylynn Dr. Whittier, CA 90603 121122000013 16629 E2NE4 22 3 66 (3R) Jean M. Hedge Trust c/o Jean M. Hedge Family Trust 1219 Barclay Ln. Brookings, OR 97415 121115000024 16578-E SE4SE4 15 3 66 (2R) David A. Bailey 15775 County Road 32 Platteville, CO 80651 56 121123000036 16638-A W60A W2NW4 23 3 66 EXC BEG 60' E & SOD17'W 30' FROM NW COR OF SEC E50' SOD 17'W 50' W50' NOD 17'E 50' TO BEG ALSO EXC BEG NW COR OF SEC THENCE S89D23'E 732.99' TO POB S0D48'W 890.26' S89D23'E 244.72' N0D48'E 890.26' S89D23'E 244.72' TO BEG AKA LOT Joseph F. Kuntz PO Box 405 Platteville, CO 80651 121115000029 16578-G S2N2SE4 15 3 66 (.50R) Morning Fresh Farms Inc. 15121 County Rd. 32 Platteville, CO 80651 121115000028 16578-C N2N2SE4 15 3 66 EXC UPRR RES (.50R) Morning Fresh Farms Inc. 15121 County Rd. 32 Platteville, CO 80651 121114300042 PT W2SW4 SEC 14-3-66 LOT A REC EXEMPT RE -3275 (.23R) Richard F. Ferge PO Box 1217 Platteville, CO 80651 121114200005 PT NW4 14-3-66 LOT D RECX 13-0044 Roy W. Murray Jr. (Heirs of) 15508 County Rd. 35 Platteville, CO 80651 121114100007 NE4 14-3-66 Roy W. Murray Jr. (Heirs of) 15508 County Rd. 35 Platteville, CO 80651 12111 1000008 16566-A SE4 11 3 66 (4R) Graznak Family Trust 205 Olive Lane Platteville, CO 80651 12111 1 100001 PT NE4 11 3 66 COMM NE COR S360 TO POB W1530 S2280 E1530 N2280 TO POB EXC UPRR RES Mark E. McDonald 7247 E. County Line Rd. Longmont, CO 80504 12111 1200002 PT N2 11 3 66 EXC COMM NE COR S360 TO POB W1530 S2280 E1530 N2280 TO POB EXC UPRR RES National Western Holdings LLC 7247 E. County Line Rd. Longmont, CO 80504 121102000017 S2 2-3-66 EXC LOTS A & B REC EXEMPT RE -2429 Barclay Farms LLC 13017 County Rd. 30 Platteville, CO 80651 121102000013 16524-A PT N2 2 3 66 BEG AT SW COR OF NW4 OF SEC E1320' N1320' W1320' THENCE S TO BEG (1R) Graznak Family Trust c/o Charles and Audrey Graznak 205 Olive Ln. Platteville, CO 80651 121103100020 PT N2 3-3-66 LOT B REC EXEMPT RE- 4123 (4.63R 6.33D) Clifford Stanley Webber 15156 County Rd. 38 Platteville, CO 80651 105734000047 PT SE4SE4 34-4-66 LOT B REC EXEMPT RE -80 (.25R) B & A Trust 348 S 5th St. LaSalle, CO 80645 105735000030 17256-A PT SW4 35 4 66 BEG SW COR OF SEC S89D58'E 295.16' N320.16' N89D58'W 295.16' S320.16' TO BEG (.25R) Richard A. Miller 18026 County Rd. 33 Platteville, CO 80651 105735000035 17256-B PT SW4 35 4 66 BEG S89D58'E 295.16' FROM SW COR OF SEC THENCE S89D58'E 295.16' N320.16' N89D58'W 295.16' S320.16' TO BEG EXC UPRR CO RES (PARCEL B) (.50R) GBU Enterprises LLC 119 1st St. Eaton, CO 80615 57 105735000045 PT SW4 35-4-66 LOT A REC EXEMPT RE -1651 (.20R) Dennis W. Young 16063 County Rd. 38 Platteville, CO 80651 105735000033 17256-C PT SW4 35 4 66 BEG S89D58'E 885.48' FROM SW COR OF SEC THENCE S89D58'E 611.15' N320.16' N89D58'W 611.15' THENCE S320.16' TO BEG PARCEL C (.40R) Dennis D. Nagel 16311 County Rd. 38 Platteville, CO 80651 105735300007 PT SW4 35-4-66 LOT B REC EXEMPT RECX16-0172 Richard F. Ferge PO Box 1217 Platteville, CO 80651 105735400002 PT SE4 35-4-66 LOT B CORR REC EXEMPT RE -3203 (2.55R) DCP Midstream LP Property Tax Department 5718 Westheimer Rd. Ste. 2000 Houston, TX 77057 105735000040 PT SE4SE4 35-4-66 LOT A REC EXEMPT RE -1508 (.41R) DCP Midstream LP Property Tax Department 5718 Westheimer Rd. Ste. 2000 Houston, TX 77057 105736300023 PT W2SW4 36 4 66 LOT B RECORDED EXEMPTION RE -3486 (1.92R) DCP Midstream LP 3026 4th Ave. Greeley, CO 80631 105736300025 PT E2SW4 36 4 66 LOT B REC EXEMPT RE -4809 Rissler R. Rockelle 17313 County Rd. 38 Platteville, CO 80651 105736000019 PT E2SW4 36-4-66 LOT A REC EXEMPT RE -2753 (.29R) Rochell Ann Sherman 17375 County Rd. 38 Platteville, CO 80651 105736300024 PT E2SW4 36 4 66 LOT A REC EXEMPT RE -4809 Fred R. Krumpeck 17313 County Rd. 38 Platteville, CO 80651 105736000014 W2SE4 36-4-66 (1R) Guy W. DeJane 14518 County Rd. 7 Mead, CO 80542 105736000015 E2SE4 36-4-66 (1R) Kevin S. Slavin 17901 County Rd. 38 Platteville, CO 80651 105531300002 W2SW4 31 4 65 AKA Energy Group c/o K E Andrews & Company 1900 Dalrock Rd. Rowlett, TX 75088 105531200006 W2NW4 31-4-65 Subdistrict of Groundwater Management/The Cenral Colo Water Conservancy Dist 3209 W. 28th St. Greeley, CO 80634 105531200005 E2NW4 31-4-65 Rural Land Company Inc. 1130 50th Ave. Greeley, CO 80634 105530000010 12033 SE4 30 4 65 EXC UND INT OG&M (4D2R) Ted Oster 19463 County Rd. 39 La Salle, CO 80465 105531 100025 PT NE4 31-4-65 LOT B REC EXEMPT RE -3716 (.58R) Rudy S. Vanderwal 18999 County Rd. 39 LaSalle, CO 80645 58 105531 100024 PT NE4 31-4-65 LOT A REC EXEMPT RE -3716 (.49R) Rudy S. Vanderwal 18999 County Rd. 39 LaSalle, CO 80645 105532200047 PT N2NW4 32-4-65 AMD SE -732 (.21R) Norma Hernandez PO Box 336 LaSalle, CO 80645 105532200044 PT N2NW4 32-4-65 PT LOT A AMD REC EXEMPT RE -2367 BEG NW COR SEC SOD11'W 392.08' S47D58'E 315.76' TO TPOB TH CONT S47D58'E 98.1' SOD11'W 355.39' N89.48'W 308.33' NOD 11'E 315.47' S89D48'E 110.64' N49D52'E 163.17' TO TPOB (.22R) NGL Water Solutions DJ LLC c/o KE Andrews & Co 1900 Dalrock Rd. Rowlett, TX 75088 105532200041 PT N2NW4 32-4-65 LOT B REC EXEMPT RE -3308 Terry P. Clyncke 16503 County Rd. 47 LaSalle, CO 80645 105532300055 PT SW4 32-4-65 PT LOT B RE -3928 BEG NW4 32-4-65 S00.0000E 857.94 S89.3344E 2108.46 LYING N OF LN DES AS S89.3344E 2108.46 Frank Silva 18494 County Rd. 39 La Salle, CO 80645 105532200004 PT S2NW4 32-4-65 LOT B CORR REC EXEMPT CORR RE -4319 Melony K. Graham 160 Venus Cay Naples, FL 34114 105532200003 PT S2NW4 32-4-65 LOT A CORR REC EXEMPT CORR RE -4319 Addie Tuma 18594 County Rd. 39 LaSalle, CO 80645 105532200006 PT S2NW4 32-4-65 LOT A CORR AMD REC EXEMPT CORR AMD RE -2620 Thomas Olin 18500 County Rd. 39 LaSalle, CO 80645 105532100048 PT W2NE4 32-4-65 LOT B REC EXEMPT RE -3576 (.02R) Mark Weinmaster 19736 County Rd. 40 La Salle, CO 80645 105532100047 PT W2NE4 32-4-65 LOT A REC EXEMPT RE -3576 (.35R) Douglas J. Sweet 19788 County Rd. 40 LaSalle, CO 80645 105532000034 E2NE4 32-4-65 LOT A REC EXEMPT RE -2708 (.29R) Douglas J. Sweet 19788 County Rd. 40 LaSalle, CO 80645 105529400014 PT SE4 29-4-65 LOT C RECORDED EXEMPTION RE -3490 Spayd Hay Co. 19553 County Road 40 LaSalle, CO 80645 10552830001 1 PT SW4 28-4-65 LOT C REC EXEMPT RE -4968 Roswell Checketts 19306 County Rd. 41 LaSalle, CO 80645 105528300012 PT SW4 28-4-65 PT LOT D REC EXEMPT RE -4968 EXC E2SW4 Roswell Checketts 19306 County Rd. 41 LaSalle, CO 80645 105528300013 PT SW4 28-4-65 PT LOT D REC EXEMPT RE -4968 EXC W2SW4 Roswell Checketts 19306 County Rd. 41 LaSalle, CO 80645 105528400008 PT W2SE4 28-4-65 AMD SUB EXEMPT SE -1123 Jedidiah Cole Lamont 20539 County Rd. 40 LaSalle, CO 80645 59 105528400010 PT W2SE4 28-4-65 LOT B AMD REC EXEMPT RE -4735 Roswell Checketts 19306 County Rd. 41 LaSalle, CO 80645 105528400005 PT W2SE4 28 4 65 SE -1124 DESC COMM S4 COR SEC 28 S89D32'E 899.57' TO POB S89D32'E 407.45' NOOD11'W 400.18' N89D32W 407..45' S00D 1 1'E 400.18' TO TPOB Roswell Checketts 19306 County Rd. 41 LaSalle, CO 80645 105528000038 12024-A S2E2E2 28 4 65 Marc J. Oster 20755 County Rd. 40 LaSalle, CO 80645 105527000040 S2SW4/S2N2SW4 27-4-65 EXC PT NW4SW4 LYING W OF PLATTE VALLEY IRR CO CANAL EXC OG&M (3.05R1D) 21333 40 CR WELD W D Oster Farms LLC 21333 County Rd. 40 LaSalle, CO 80645 105534100012 PT NE4 34-4-65 LOT A REC EXEMPT RE -1648 (.51R) Doug J. Wentz 21604 County Rd. 40 LaSalle, CO 80645 105527000034 12017 W2SE4 27 4 65 EXC UND INT OG&M 21601 40 CR WELD Charles J. Beaman Rev Liv Trust 21601 County Rd. 40 LaSalle, CO 80645 105527000035 12017-A E2SE4 27 4 65 EXC UND INT OG&M Charles J. Beaman Rev Liv Trust 21601 County Rd. 40 LaSalle, CO 80645 105526000003 12012 S2 26 4 65 (8R5D) Shelton Land & Cattle Ltd, 23043 County Rd. 42 LaSalle, CO 80645 105525300002 PT SW4 25-04-65 LOT B REC EXEMPT RE -3781 Stanley D Flippin 19108 County Rd. 47 LaSalle, CO 80645 105525300001 PT SW4 25-04-65 LOT A REC EXEMPT RE -3781 Steven Flippin 19108 County Rd. 47 LaSalle, CO 80645 105525300010 PT SW4 25-4-65 THAT PT OF SW4 WITHIN THE FOLLOWING BNDRY BEG AT SE COR SEC 25 W3520' N2640' E3520' S2640' TO BEG Shelton Land & Cattle Ltd, PO Box 65 Roggen, CO 80652 105525400014 PT SE4 25-4-65 BEG AT SE COR SEC TH S89D53'W 2615.26' TO S 114 COR SEC N2652.88' TO CENT COR S89D48'E 1322.03' S0D06'W 1712.39' N89S02'E 153.50' TH 300.09' ALG CURVE TO L (R=443.63' CH=N69D39'E 294.40') N50D16'E 393.43' TH 360.69' ALG CURVE TO R (R=496.0 Heartland Biogas LLC 15445 Innovation Dr. San Diego, CA 92128 105330300005 PT W2SW4 30-4-64 BEG SW COR OF SEC THENCE N88D45'E 1255.72' NOD16'W 1320' N89D52'W 400' S0D07'W 600' N89D52'W 851.75' S768.85' TO BEG EXC PT DESC AS BEG SW4 COR SEC N88D29'E 40' NOD15'W 30.01' TO TPOB NOD15'W 747.28' N89D51'E 60.64' TH 543.22' ALG NON T Sofs LLC 15336 County Rd. 20 Fort Lupton, CO 80621 60 105330300007 W2SW4 30-4-64 EXC BEG SW COR OF SEC N768.25' THENCE S89D52'E 1221.72' MIL SOD16'E 710' MIL THENCE N89D45'W 1221.72' M,!`L TO BE ALSO EXC A PARCEL OF LAND BEG N768.25' & S89D52'E 851.75' FROM SW COR OF SEC THENCE N600' S89D52'E 400' $600' N89D52'W 400' TO B Sofs LLC 15336 County Rd. 20 Fort Lupton, CO 80621 105525400017 SE4 25-4-65 EXC BEG AT SE COR SEC TH S89D53'W 2615.26' TO S 114 COR SEC N2652.88' TO CENT COR S89D48'E 1322.03' SODO6'W 1712.39' N89S02'E 153.50' TH 300.09' ALG CURVE TO L (R=443.63' CH=N69D39'E 294.40') N50D16'E 393.43' TH 360.69' ALG CURVE TO R (R=496. Shelton Land & Cattle Ltd. 105525200016 N2 25-4-65 EXC BEG SE COR SEC ND15'W 1407.84' S89D44'W 30' TO TPOB S89D28'W 34.54' TH 414.85' ALG NON TANG CURVE TO R (R=15770 CHORD=NO1D00'W) NOD15'W 490.39' S89D44'W 20' NOD15'W 326.61' N0D15'W 1689.60' N89D44'E 20' NOD15'W 845.89' N45D20'W 98.84' N89 Shelton Land & Cattle Ltd, PO Box 65 Roggen, CO 80652 105524400004 PT SE4 24-4-65 $660' OF E660' OF E2 SE4 EXC COM SE4 S89D37'W 40' NOD 15'W 30' N0D15'W 630.00 S89D37'W 30' SOD15'E 560'S44D40'W 99.09 N89D37'E 100 TO POB Casey H. Downs 23905 County Rd. 42 LaSalle, CO 8064 105524400002 PT SE4 24-4-65 E70' N660' OF S 1320' OF E660' EXC W 30' TG&H Homes LLC PO Box 337088 Greeley, CO 80633 105524100006 PT E2 24-4-65 BEG S4 COR OF SEC 24 N4636.58' S89D50'E 417' N 718' S89D50'E 2182.52' THENCE S 4021.94' S89D53'W 660' $660' THENCE S89D53'W 660' $660' THENCE S89D53'W 1312.22' TPOB EXC COM SE COR NOD61.01'W 1319.92' S89D43.59'W 40' TPOB S89D37.18'W 2363.15 City of Broomfield 1 Descombes Dr. Broomfield, CO 80020 105513400004 PT SE4 13 4 65 COMM E4 COR N89D23W 40 TO POB SOODIBE 2640.33 N88D43W 1643.25 NOOD04E 92.03 N89D53E 1582.02 N44D47E 42.35 NOODI8W 2479.19 S89D23E 30 TO POB (1 SH) Weld County 1150 O St. Greeley, CO 80631 105513400012 PT SE4 13 4 65 LOT B REC EXEMPT RECX15-0109 T3 Land & Investment LLC 23659 County Rd. 44 LaSalle, CO 80645 105513400011 PT SE4 13 4 65 LOT A REC EXEMPT RECX15-0109 Tri-State Generation & Transmission Assn. 1100 W. 116th Ave. Westminster, CO 80234 61 105513100008 PT S2NE4 13 4 65 E OF R/W OF GILMORE CANAL EXC BEG 1355'S & 40'W FROM NE4 OF SAID SEC W209' S209' E209' N209' TO BEG ALSO EXC COMM E4 CORN00DI7W I7W 1286.35 TO POB NOODI7W 34.41 N89D23W 30 SOODI7E 34.41 S89D23E 30 TO POB ALSO EXC COMM E4 CORN89D23W 40 TO Donald C. Stone 107 W. Taylor Ave. LaSalle, CO 80645 105513100002 PT SE4NE4 13 4 65 BEG 1355'S & 40'W FROM NE4 OF SAID SEC W209' S209' E209' N209' TO BEG EXC BEG S00D 17' E ALONG E LINE OF NE4 OF SEC 1355' S89D42'W 40'TO POB SOOD17'E 209' S89D42'W 30' NOOD17'W 209' N89D42'E 30' TO POB Danny Joe Thrutchley 21737 County Rd. 49 LaSalle, CO 80645 105318200011 PT NW4 18 4 64 LOT A REC EXEMPT RECX12-0042 EXC COMM NW4 S00D 17E 2641.50 S00D 17E 740.02 N89D42E 40.00 TO POB S89D28E 45.07 CURVE R 2.08 (R=15770 CH=S02D12W) CURVE L 570.30 (R=15630 CH=S01D12W) S89D42W 30.00 TO POB Ensign United States Drilling Inc. c/o K E Andrews & Company 1900 Dalrock Rd. Rowlett, TX 75088 105318200015 PT NW4 18 4 64 LOT B REC EXEMPT RECX12-0042 EXC COMM NW COR S00D 17E 29.27 N89D42E 40 TO POB N88D39E 130.78 S44D19W 100.72 THENCE ALNG CURVE R 642.26 (R=15770 CH -SO ID02W) N89D28W 45.07 NOODI7W 710.75 TO POB Ensign United States Drilling Inc. c/o K E Andrews & Company 1900 Dalrock Rd. Rowlett, TX 75088 105513100010 PT NE4 13 4 65 NE4NW4 & N2NE4 LYING N & E OF GILMORE CANAL SEC EXC COMM AT NE4 S00D 17E 1290.76 N89D23W 70 NOOD08E 291.44 NOID06E 963.43 N44D50W 51 S89D23E 80 TO POB Charles F. Arens 2940 Kyle Cir. Loveland, CO 80537 105307300008 PT SW2 7-4-64 LOT B REC EXEMPT RE -4761 EXC THAT PT DESC AS BEG SW COR SEC N88D39'E 40' NOD31'W 30' TO TPOB NOD31'W 891.70' N88D41'E 60.01' S0D31'E 821.66' S45D56'E 98.30' S88D39'W 130.01' TO TPOB Elsie L. Dalton 24143 County Road 46 LaSalle, CO 80645 105307300049 PT W2 7-4-65 LOT A REC EXEMPT RE -4761 Larry D. Oster 24421 County Rd. 46 LaSalle, CO 80645 105307400009 PT SE4 7-4-64 LOT A REC EXEMPT RECX15-0152 Silverio Garcia 24549 County Rd. 46 LaSalle, CO 80645 105307000045 PT W2NE4 7-4-64 LOT B REC EXEMPT RE -2547 (.71R) Dietrich Family LLLP 6219 Ashcroft Rd. Greeley, CO 80634 62 105306300014 SW4 6 4 64 EXC COMM SW4 N00D33W 2637.65 N88D46E 43.72 THENCE ALNG CURVE L 257.60 (R= 15630 CH=S02D 16E) S02D44E 182.63 THENCE ALNG CURVE R 299.25 (R=15770 CH=S02D12E) N88D20E 20 THENCE ALNG CURVE R 304.82 (R=15790 CH=SOID06E) SOOD33E 502.52 S89D26W 20 S00 Dinner Coal View Farm LLC 1814 14th Ave. Greeley, CO 80631 105306200038 PT NW4 6-4-64 LOT B AMD REC EXEMPT RE -3255 EXC COM SW COR OF LOT B NW CORNOOD33'W 384.42 N 86D35'E 40.05 TO POB N00D33'W 352.65 N89D08E 100' S44D17'W 99.27 S00D33'E 281.31 S86D35'W 30.04 TO POB Evelyn C. Ard 24098 County Rd. 50 LaSalle, CO 80645 096331300007 PT S2S2SW4 31 5 64 LOT A AMD REC EXEMPT AMD RE -4936 Michael Boulter 22019 County Rd. 54 Greeley, CO 80631 096331400003 PT SE4 31 5 64 LOT B REC EXEMPT RECX12-0034 DCP Lucerne 2 Plant LLC 370 17th St. Suite 2500 Denver, CO 80202 096331400002 PT SE4 31 5 64 LOT A REC EXEMPT RECX12-0034 Poudre Valley Rural Electric Assoc. Inc. 7649 REA Pkwy. PO Box 272550 Fort Collins, CO 80527 096331200001 PT N2 31-5-64 LOT D REC EXEMPT RE -4794 EXCEPT COMM W4 COR N89D2IE 40' NOOD37W 827.09' TO TRUE POB NOOD37W 1773.73' N89D36E 50' S00D37E 1210.57' S89D22W 20' S00D37E 638.45' CURVE TO L (R=1380') CHORD=N22D18W 81.24' Thistle Down Inc. 22019 County Rd. 54 Greeley, CO 80631 096331100042 PT N2 31 5 64 LOT B REC EXEMPT RE -4794 Thistle Down Inc. 22019 County Rd. 54 Greeley, CO 80631 096331100043 PT N2 31 5 64 LOT C REC EXEMPT RE -4794 Thistle Down Inc. 22019 County Rd. 54 Greeley, CO 80631 096330100007 PT 30 5 64 30 5 64 BEG AT NW COR N89D49'E 40' S00DI0'E O'E 30' S00D 12'E 284' TPOB SI3DI0'E I 0'E 90' S76D'E 121' N89D45'E 87' CURVE L 609' (RADIUS=560') CHORD=N58D35'E 579' N27D26'E 48' CURVE R 66' (RADIUS=640') CHORD=N30D23'E 66' N89D49'E 99' CURVE R 112' (R M&J Dairy LLC 3400 E. State Highway 60 Loveland, CO 80537 096329300001 PT N2SW4 29-5-64 LOT A REC EXEMPT RE -3170 (.48R) Israel Guevara 25478 County Rd. 51 Greeley, CO 80631 096329000051 PT N2NW4 29-5-64 LOT B CORR REC EXEMPT RE -784 (.11R) Andrew Martinez 25974 County Rd. 51 Greeley, CO 80631 63 096319000028 9110 PT S2SE4 19 5 64 LYING S CIL OF CO RD BEG SE COR SEC N89D06'W 2095.47' N730.23' TH ALG C/L OF CO RD N63D46'E 539.57' N77DE 876.49' N73D57'E 772.02' S1421.75' TO BEG (2.75R) William P. Schneider 26233 County Rd. 51 Greeley, CO 80631 096319000032 9109 E2SW4 & SE4 19 5 64 LYING N OF CO RD ALSO STRIP OF LAND 10' IN WIDTH OVER & ACROSS NLY PORTION SE4 24 5 65 AS DESC IN BK414 PG 134 1 1 15 15 Gary D. Alles 26285 County Rd. 47 Greeley, CO 80631 096319100004 PT NE4 19-5-64 LOT D REC EXEMPT RE -4436 (2D) Josephine M. Klein Family Trust (112 Int) c/o Chris Klein PO Box 403 Loveland, CO 80539 096319100003 PT NE4 19-5-64 LOT C REC EXEMPT RE -4436 Josephine M. Klein Family Trust (1/2 INT) c/o Chris Klein PO Box 403 Loveland, CO 80539 096319100005 PT NE4 19-5-64 LOT A REC EXEMPT RE -1465 Josephine M. Klein Family Trust (1/2 INT) c/o Chris Klein PO Box 403 Loveland, CO 80539 096318000020 9102 S2SE4 18 5 64 EXC 7.27A DEEDED TO HWY DEPT 8/2/93 BK 1395 REC #2344085 (1.82R) Ben L. Gillham 27059 County Rd. 51 Greeley, CO 80631 096317300064 PT S2SW4 17-5-64 LOT A AMD REC EXEMPT AMRE-3547 (.10R) Colin L. Davies 27088 County Rd. 51 Greeley, CO 80631 096318400051 PT N2SE4 18-5-64 LOT B REC EXEMPT RE -1930 (1.79R) Shirley June Howard (LE) 27249 County Rd. 49 1/2 Greeley, CO 80631 096317300006 PT SW4 17 5 64 LOT A REC EXEMPT RECX14-0088 Nicholas Richmeier PO Box 599 Kersey, CO 80644 096317300007 PT SW4 17 5 64 LOT B REC EXEMPT RECX14-0088 David B. Levitt 27280 County Rd. 51 Kersey, CO 80644 096317300008 PT SW4 17 5 64 LOT C REC EXEMPT RECX14-0088 Gabriel Rocha 7703 Woodruff St. Fort Lupton, CO 80621 096317300060 PT N2SW4 17-5-64 LOT A REC EXEMPT RE -3546 (.14R .02D) Bertha A. Jaimes PO Box 745 Kersey, CO 80644 096318000023 9099 E2NE4 18 5 64 (3R2D Helen D. Puype 24566 County Rd. 58 Greeley, CO 80631 096317000045 PT W2NW4 17-5-64 LOT A REC EXEMPT RE -339 EXC UPRR RES (.52R) Randy L. Thoutt 25038 County Rd. 58 Greeley, CO 80631 096307400003 PT SE4/S2NE4 7 5 64 LOT A REC EXEMPT RE -4963 EXC UND INT OG&M Archaeological Conservancy 1717 Girard Blvd. NE Albuquerque, NM 87106 096307400004 PT SE4/S2NE4 7 5 64 LOT B REC EXEMPT RE -4963 EXC UND INT OG&M Journey Ventures LLC PO Box 129 Greeley, CO 80632 64 096307000018 8995 PT N2 7 5 64 BEG NE COR SEC S TO PT 895'S OF SE COR NE4NE4 S87D4'W 225' $63D55'W 286.5' S89D40'W 361' S86D56'W 477.7' TO W LN SE4NE4 WHICH IS 259.5'N OF SW COR THEREOF S86D56'W 62' N81D23'W 315.2' N87D54'W 300' S81D26'W 461.5' $62D34'W 214.3' TO W Ronald Baker Living Trust 28806 County Rd. 51 Greeley, CO 80631 096306000017 8989 PT S2SE4 6-5-64 THAT PT LYING S OF S BANK OF SOUTH PLATTE RIVER AKA TRACT C PER DOCUMENT #3039727 Ron Baker (TC 1/4 Int.) 28806 County Rd. 51 Greeley, CO 80631 096306000016 8990 PT S2SE4 6-5-64 THAT PT LYING N OF N BANK OF SOUTH PLATTE RIVER AKA TRACT A PER DOCUMENT #3039727 Scout Island Farms LLC c/o Mark Kross PO Box 766 Windsor, CO 80528 096306000038 8986 PT NW4SE4 6 5 64 BEG S1100' M/L FROM E4 COR OF SEC THENCE N84D19'W 237.21' S81D14'W 357.51' S73D38'W 485.48' THENCE N40D0I'W 394.50' THENCE S TO SW COR NE4SE4 THENCE E TO E LN OF SEC N220' M/L TO BEG Scout Island Farms LLC c/o Mark Kross PO Box 766 Windsor, CO 80528 096306000039 PT NE4SE4 6-5-64 PT LOT B RECORDED EXEMPTION RE -3554 LYING IN SECTION 6 (1R1D) Corporation of The Presiding Bishop c/o LDS Church Tax Division 50 E. North Temple FL 22 Salt Lake City, UT 84150 096306000004 8985A PT NE4 6 5 64 BEG AT SE COR S89D53'W 251' N468' S54D07'E 310.28' TO E LN NE4 S286' TO BEG (2.172A) Taurino Martinez Cabrera 24921 County Rd. 60 1/2 Greeley, CO 80631 096306000003 8985 NE4 6-5-64 EXC BEG AT SE COR S89D53'W 251' N468' S54D07'E 310.28' TO E LN NE4 S286' TO BEG (2.172A) (2R4D3S) Diamond Land LLC 134 Oak Ave. Eaton, CO 80615 080131000008 9946 SE4 31-6-64 (2R 4L) Swift Beef Company 1770 Promontory Cir. Greeley, CO 80634 080131000044 PT N2 31-6-64 LOT B REC EXEMPT RE -791 (6D5.83R2L) Dewey R. Marcy 24576 County Rd. 64 Greeley, CO 80631 080130400001 PT SW4SE4 30 6 64 LOT A REC EXEMPT RE -3801 (.43R.5D) David Schell 24525 County Rd. 64 Greeley, CO 80631 080130300067 PT E2SW4 30 6 64 LOT A REC EXEMPT RE -5097 Marlin D. Helming 25044 Highway 392 Greeley, CO 80631 080130300068 PT E2SW4 30-6-64 LOT B REC EXEMPT RECX12-0009 David W. Noffsinger 24275 County Rd. 64 Greeley, CO 80631 65 080130000047 9942-A PT W2 30 6 64 DESC AS STRIP 200' WIDE BEING 100' ON EACH SIDE MEASURED AT RIGHT ANGLES FROM C/L ABDN MAIN TRACK UPRR EXTENDING ELY FROM W LN E2W2 TO E LN E2W2 ALSO STRIP IN W2W2 150' WIDE LYING BETWEEN LINES PARALLEL WITH & 75' DISTANT ON EACH DCP Midstream LP ATTN: Property Tax Dept. 5718 Westheimer Rd. Ste. 2000 Houston, TX 77057 080325000038 13772-A PT S2NE4 25 6 65 BEING STRIP 65' WIDE LYING N OF CI_ OF ABDN MAIN TRACK GREELEY BRANCH OF UPRR DCP Midstream LP ATTN: Property Tax Dept. 5718 Westheimer Rd. Ste. 2000 Houston, TX 77057 080325000030 13773 PT 25 6 65 BEG NW COR NE4 S1186' S82D45'W 445' S31 D30'E 1661' TO S LN NE4 E894' N2640' TH W TO BEG EXC PT DEEDED IN BK1031 REC #1968043 (1R) Robert L. Reynolds 23526 County Rd. 66 Greeley, CO 80631 080324000027 PT SE4 24-6-65 LOT A REC EXEMPT RE -1410 (.18R) Pamela L. Wanek 23541 County Rd. 66 Greeley, CO 80631 080324000009 13768 E2SW4 24-6-65 (IR ID) Harriett J. Anderson 23279 County Rd. 66 Greeley, CO 80631 080324000030 PT W2NE4 24-6-65 LOT B REC EXEMPT RE -2486 (2.31R) Harriett J. Anderson 23279 County Rd. 66 Greeley, CO 80631 080313000019 13630 E2SW4 13 6 65 (2D1R) RP Lonetree LLC 23249 Highway 392 Greeley, CO 80631 080313100050 PT E2 E2 NW4/W 60 ACRES NE4 13 6 65 LYING S C/L LONE TREE DITCH 70S Farm LLC 1742 37'h Avenue Pl. Greeley, CO 806343436 080313100051 PT E2 E2 NW4/W 60 ACRES NE4 13 6 65 LYING N C/L LONE TREE DITCH 70S Farm LLC 1742 37th Avenue P1. Greeley, CO 806343436 080313100052 PT NE4 13-6-65 LOT A REC EXEMPT RECX16-0169 Shaun C. Hafley 23704 County Rd. 70 Eaton, CO 80615 080312000008 13625 PT OF W2SE4 12 6 65 PARCEL IN SE COR 18 RODS & 4' EAST & WEST BY 660' NORTH & SOUTH John C. Leone 1910 Montview Dr. Greeley, CO 80631 080312000026 13626-A PT W2SE4 12 6 65 BEG E500.75' FROM S4 COR OF SEC N1051.59' N89D56'E 233.01' N1588.96' N89D56'E 529.50' S01 D21'E 1982.17' THENCE W301.0' S01 D21'E 660.0' W523.15' TO BEG (.375R) Douglas Lee Selby 23605 County Rd. 70 Eaton, CO 80615 080312300002 PT S2 12-6-65 LOT B REC EXEMPT RE -3701 Thomas M. Holton 12032 Highway 52 Fort Lupton, CO 80621 080312000081 PT NW4 12-6-65 LYING SELY OF GREELEY #2 DITCH (.76D) J and L Family Farms LLC 1781 Pioneer Pl. Eaton, CO 80615 66 080312000080 PT 12-6-65 LOT C CORR REC EXEMPT RE -2659 (2.88R2.5D) J and L Family Farms LLC 1781 Pioneer P1. Eaton, CO 80615 080312000078 PT NW4NE4 12-6-65 LOT A CORR REC EXEMPT RE -2659 (.33R.25D) Roberto H. Gasca 23514 County Rd. 72 Eaton, CO 80615 080301000065 PT SE4 1-6-65 LOT A AMD REC EXEMPT RE -138 Benjamin Armstrong 23523 County Rd. 72 Eaton, CO 80615 080301400097 PT SE4 1 6 65 LOT C REC EXEMPT RE -4296 Bay Family Trust 36986 County Rd. 49 Eaton, CO 80615 080301000066 PT SE4 1-6-65 LOT B AMD REC EXEMPT RE -138 (.72D) Joshua J. Lane 23539 County Rd. 72 Eaton, CO 80615 080301 100099 PT NE4 1 6 65 LOT D REC EXEMPT RE -4296 LYING IN N2 Bay Family Trust 36986 County Rd. 49 Eaton, CO 80615 080301000049 PT N2 1-6-65 LOT A REC EXEMPT RE- 499 (.45D) Kenneth Einspahr 23292 County Rd. 74 Eaton, CO 80615 080301000079 PT NW4 1-6-65 LOT A REC EXEMPT RE -1769 (.09R) Brandi MuIrony 23268 County Rd. 74 Eaton, CO 80615 080301000082 PT NW4 1-6-65 LOT A REC EXEMPT RE -2592 EXC UPRR RES Scott Smith 2456 County Rd. 1 1 1 Floresville, TX 78114 080301000083 PT NW4 1-6-65 LOT B REC EXEMPT RE -2592 EXC UPRR RES (.52R) David N. Herring 23398 County Rd. 74 Eaton, CO 80615 070936000010 14623 SW4 36 7 65 (4R3D3L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070936400024 PT NWSE4 36-7-65 LOT A REC EXEMPT RE -3580 (.58R) Thomas L. Karlberg 36037 County Rd. 49 Eaton, CO 80615 070936000009 14623A NW4 36 7 65 (4R2D5L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070926000003 14050 PT S2 26 7 65 BEG NE COR SE4 S2712.73' TO SE COR SEC N84D22'W 2487.05' N02D45'E 235' N41D07'W 936' TO C/L OWL CREEK EXT DITCH N77D14'E 24.8' N51 D 11'E 74.37' N40D39'E 335.63' N33D19'E 264.34' N36D24'E 719.8' N28D03'E 434.85' N37D08'E 144.22' N37D0 Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070935000008 14618 THAT PT E2 35 7 65 BEG AT PT 505'E OF NW COR NE4 S3835' $67D 15'E 222' S71D35'E 313' $67D 14'E 422.5' S48D47'E 464' S71D25'E 96' S39D06'E 244' $61 D02'E 696' TO PT ON E SEC LN 706'N OF SE COR OF SEC N TO NE COR W ALONG N LN TO BEG 211.1A EXC UPRR CO R Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 67 070926000002 14049 NE4 26 7 65 (2R 2D 5L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070926000001 14052 NW4 26 7 65 (4R 5L) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070923300018 PT W2 23 7 65 AKA LOT B RE -1950 (1.2R 1.3D) Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070923000023 PT W2 23-7-65 EXC BEG 1001.85'E OF SW COR SEC N05D29'W 326.84' N87D25'E 194.29' SO4D 13'E 334.98' W187.47' TO BEG ALSO EXC BEG 1189.32'E OF SW COR N04D 13'W 334.98' N87D25'E 195.85' S03D55'E 251.8' N87D25'E 40' S02D10'W 93.55' W224.66' TO BEG ALSO EXC LOT Booth Land & Livestock Company PO Box 72 Lucerne, CO 80646 070923000020 SE -807 LYING IN THE W2 23-7-65 Owl Creek Supply & Irrigation Company PO Box 206 Eaton, CO 80615 070914000024 PT W2SW4 14-7-65 LOT A CORR REC EXEMPT RE -2567 (.34R) Owl Creek Land Investments LLC PO Box 206 Eaton, CO 80615 070914000025 PT W2SW4 14-7-65 LOT B CORR REC EXEMPT RE -2567 Owl Creek Land Investments LLC PO Box 206 Eaton, CO 80615 070915400002 PT 15-7-65 LOT B REC EXEMPT RE- 3797 (2.628) Thomas W. Presgrove 21995 County Rd. 80 Eaton, CO 80615 070915000020 13994 S2N2 15 7 65 EXC BEG W4 COR NOD 17'W 205' N89D37'E 1821.37' AND AGAIN N88D23'E 724.70' TH N88D46'E 502.83' N89D10'E 1938.21' S87D57'E 272.04' TH S0D39'E 271.06' TH W ALG E -W CI_ TO W4 COR & POB E D Marks Farms LLC 39713 County Rd. 43 Ault, CO 80610 070916100007 PT E2NE4 16 7 65 LOT B REC EXEMPT RECX16-0056 Eldon Marrs 39713 County Rd. 43 Ault, CO 80610 070910000001 PT S2SW4 10-7-65 LOT A CORR REC EXEMPT RE -2817 (.42R) L & M Farms LLC PO Box 40 Mead, CO 80542 070910000002 PT 525W4 10-7-65 LOT B CORR REC EXEMPT RE -2817 (.16R) L & M Farms LLC PO Box 40 Mead, CO 80542 070910000024 PT S2SW4 10-7-65 LOT B REC EXEMPT RE -33 (2L2R) L & M Farms LLC PO Box 40 Mead, CO 80542 070909400004 PT SE4 9-7-65 PT LOT C REC EXEMPT RE -4126 Marlene S. Elder Trust 20725 State Highway 14 Ault, CO 80610 070909400003 PT SE4 9-7-65 LOT B REC EXEMPT RE -4126 Casey .I. Elder 20725 State Highway 14 Ault, CO 80610 68 070909300021 PT SW4 9-7-65 LOT B AMD REC EXEMPT RE -3319 (.03R) Johnny T. Fabrizius PO Box 248 Ault, CO 80610 070909000003 13973 W146A OF NW4 9 7 65 EXC UND INT MINERALS RESERVED BK1377 PAGE307 (2R6D) Kent Douglas Walpole 20400 County Rd. 84 Ault, CO 80610 070909100021 PT W2NE4 & E2NW4 9 7 65 LOT A AMD REC EXEMPT RE 4052 Jeffery J. March 20470 County Rd. 84 Ault, CO 80610 070904300003 PT W2SW4 4-7-65 LOT A REC EXEMPT RE -4302 Robert D. Steele 20025 County Rd. 84 Ault, CO 80610 070905000035 PT E2SE4 5-7-65 LOT B REC EXEMPT RE -3008 Terry M. Peterson PO Box 401 Ault, CO 80610 070905000028 PT W2SE4 5-7-65 LOT B REC EXEMPT RE -565 City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 070905000031 PT SW4 5-7-65 LOT B REC EXEMPT RE -749 (3.09R) Darryl G. Woods 20378 County Rd. 86 Ault, CO 80610 070905200039 PT S2NW4 5 7 65 LOT B REC EXEMPT RE -4923 Barry James Reider Living Trust 325 Cedar Ave. Eaton, CO 80615 070905200038 PT S2NW4 5 7 65 LOT A REC EXEMPT RE -4923 Brahmin Broadcasting Corp 288 S. Eiver Rd. Bldg B Bedford, NH 03110 055132000047 PT SE4SW4 32-8-65 LOT B REC EXEMPT RE -2982 (.31R) Kenneth L. Cormier 19443 County Rd. 86 Ault, CO 80610 055132000046 PT SE4SW4 32-8-65 LOT A REC EXEMPT RE -2982 (.31R) David Geist 19377 County Rd. 86 Ault, CO 80610 070905000025 13949-A N2NW4 5 7 65 EXC UPRR RES City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 070906000021 13950 NE4 6 7 65 City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 055131000011 14733 E40A SE4 S OF CANAL 31 8 65 EXC UPRR RES City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 055131000010 14734 PT SE4 31 8 65 LYING ABOVE COLLINS DITCH EXC UPRR RES (5D) City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 055131000050 PT SW4 31-8-65 LOT A REC EXEMPT RE -2482 Sara B. Winsor 42498 County Rd. 37 Ault, CO 80610 055131200048 PT NW4 31 8 65 LOT A REC EXEMPT RECX13-0123 Louie S. Fabrizius 42498 County Rd. 37 Ault, CO 80610 055131200049 PT NW4 31 8 65 LOT B REC EXEMPT RECX13-0123 Louie S. Fabrizius 13497 County Rd. 80 Eaton, CO 80615 69 055131000040 PT NW4 31-8-65 LOT A REC EXEMPT RE -1799 (.47R) Craig A. K. Liftee 18471 County Rd. 88 Pierce, CO 80650 055130300013 PT SW4 30-8-65 LOT B REC EXEMPT RECX15-0007 City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 055130000042 PT NW4 30-8-65 LOT A REC EXEMPT RE -775 (ID) Gene Schroeder 43558 County Rd. 37 Pierce, CO 80650 055325000032 PT NE4 25-8-66 LOT A REC EXEMPT RE -858 (.70R.25D) Patrick A. Libsack 43747 County Rd. 37 Pierce, CO 80650 055130200010 PT NW4 30-8-65 LOT C REC EXEMPT RECX13-0122 Ronald A. Erbes PO Box 1810 Greeley, CO 80632 055130200009 PT NW4 30-8-65 LOT B REC EXEMPT RECX13-0122 Ronald A. Erbes PO Box 1810 Greeley, CO 80632 055130200008 PT NW4 30-8-65 LOT A REC EXEMPT RECX13-0122 Ronald A. Erbes PO Box 1810 Greeley, CO 80632 055130200007 PT NW4 30-8-65 LOT A REC EXEMPT RECX14-0010 Marvin C. Jones 16488 W. Wilshire Dr. Goodyear, AZ 85395 055325000039 PT NE4 25-8-66 & PT SE4 24-8-66 SE- 858 Robert Dwight Osborne 43997 County Rd. 37 Pierce, CO 80650 055325000038 PT NE4 25-8-66 & PT SE4 24-8-66 LOT B AMD REC EXEMPT RE -858 (.85R.63D5RES) North Weld County Water District PO Box 56 Lucerne, CO 80646 055324400002 PT SE4 24 8 66 LOT B REC EXEMPT RE -5030 Raymond E. Peterson Jr. 17905 County Rd. 90 Pierce, CO 80650 055324400001 PT SE4 24 8 66 LOT A REC EXEMPT RE -5030 Celia L. Kirkpatrick PO Box 247 Pierce, CO 90650 055324000017 PT W2SE4 24 8 66 LOT B CORR REC EXEMPT RE -898 (7D) City of Thornton 9500 Civic Center Dr. Thornton, CO 80229 055324200020 PT N2 24-8-66 LOT B REC EXEMPT RE -2105 (.64R.64D) % 44518 WCR 35 % Tami K. Spaulding PO Box 100 Pierce, CO 80650 055324200021 PT N2 24-8-66 BEG NW COR SEC S1182.7' S88D24'E 3315.89' N02D42'W 1203.84' N88D34'W 590.05' N88D45'W 2668.42' TO BEG (.81R.55D) Tami K. Spaulding PO Box 100 Pierce, CO 80650 055323000003 18786 N2 23 8 66 EXC UPRR RES (4R1D16S) Ralph A Sauter Jr. PO Box 381 Pierce, CO 80650 055314000002 18760 NE4/E2SE4 14-8-66 (6R7S) Clayton C Nietfeld Trust 1009 13th Ave. Apt. 301 Greeley, CO 80631 70 05531 130001 1 S2S2 1 1 8 66 EXC UPRR RES Kelly F. Berndt 8585 Citation Dr. Wellington, CO 80549 055310400014 PT E2SE4 10-8-66 LOT B REC EXEMPT RE -3332 (2.45R) Kelly F. Berndt 8585 Citation Dr. Wellington, CO 80549 055310100001 PT NE4 10-8-66 LOT A REC EXEMPT RE -3131 (.62R) Helen L. Stonesifer 46519 County Rd. 33 Nunn, CO 80648 05531 1200012 PT NW4 11-8-66 LOT A REC EXEMPT RE -4466 Anna Berndt 16058 County Rd. 96 Nunn, CO 80648 05531 1200015 PT NW4 11-8-66 LOT D REC EXEMPT RE -4466 Anna Berndt 16058 County Rd. 96 Nunn, CO 80648 05531 1200014 PT NW4 11-8-66 LOT C REC EXEMPT RE -4466 Kelly F. Berndt 16058 County Rd. 96 Nunn, CO 80648 055302300003 PT S2SW4 2-8-66 LOT C REC EXEMPT RE -3857 (.63R) Kelly Berndt 8585 Citation Dr. Wellington, CO 80549 055302300002 PT S2SW4 2-8-66 LOT B REC EXEMPT RE -3857 (.29R) Kelly F. Berndt 8585 Citation Dr. Wellington, CO 80549 055302300001 PT S2SW4 2-8-66 LOT A REC EXEMPT RE -3857 (.30R) Kelly F. Berndt 8585 Citation Dr. Wellington, CO 80549 055303400028 PT S2 3-8-66 LOT B REC EXEMPT RE- 3940 (.44R) Jeffrey Jay Oneil PO Box 175 Nunn, CO 80648 055303400027 PT S2 3-8-66 LOT A REC EXEMPT RE- 3940 (.33R) Kristin E. Oneil PO Box 175 Nunn, CO 80648 055303100003 PT 3-8-66 LOT A CORR REC EXEMPT CORR RE -4355 Dennis C. Rich PO Box 206 Nunn, CO 80648 055303100004 PT 3-8-66 LOT B CORR REC EXEMPT CORR RE -4355 Dennis C. Rich PO Box 206 Nunn, CO 80648 055303100028 PT NE4 3-8-66 LOT B REC EXEMPT RE -3623 (2.26R) Louis H Fuller Jr. 15620 County Rd. 98 Nunn, CO 80648 045534000044 19551 PT SE4 34 9 66 BEG SW COR SE4 E480.44' TO TRUE POB NOD 17'W 335.84' E500' SOD 17'E 335.84' TO S LN SE4 TH W TO BEG (.34R) Suzanne L. McWilliams Revocable Trust 15659 County Rd. 98 Nunn, CO 80648 045534400047 PT SE4 34-9-66 LOT A REC EXEMPTION RE -3699 (.02R) Justine Dill 15519 County Rd. 98 Nunn, CO 80648 055303100027 PT NE4 3-8-66 LOT A REC EXEMPT RE -3623 Thomas W. Hanson 15588 County Rd. Nunn, CO 80648 71 045534000022 19553 SW4 34-9-66 EXC BEG AT PT 30'E OF NW COR SW4 S97' TO TRUE PT OF BEG E 100' S50' W100' N50' TO TRUE PT OF BEG (4R) Clayton C Nietfeld Family Trust 1009 13th Ave. Apt 301 Greeley, CO 80631 0455331 19001 NUN MN LI MCNEIL SUB Cody E. Bettcher 1487 4th St. Nunn, CO 80648 0455331 19004 NUN MN L4 MCNEIL SUB Steven L. Jackson 2697 Manassas Way Colorado Springs, CO 80922 0455331 19005 NUN MN L5 MCNEIL SUB Danny Rutherford 48580 County Rd. 31 Nunn, CO 80648 045533108015 PT 33-9-66 BLK E LOURIMORES PLAT BEG SE COR NOD 16W 100' S89D09W 100' SOD16E 100' N89D09E 100' TO POB Alley Cat Way 48625 County Rd. 31 Nunn, CO 80648 045533108008 NUN 19283-B N116' OF E205' BLK E LOURIMORES PLAT OF N2 BLK F Shannon Michael Devore 1484 2nd St. Nunn, CO 80648 045533107004 NUN 19283-E ELY PT BLK E LOURIMORES PLAT OF N2 BLK F LYING N OF PARCEL OF LAND CONVEYED TO TOWN OF NUNN FOR ST BEING N355' THENCE W173.77' S349.53' E173.77' OF SAID BLK E John Martin Row 1483 2nd St. Nunn, CO 80648 045533101003 NUN 19285 S2/E2NW4;N3!5 OF W2NW4 BLK A Albert W. Renfro Trust (1/2 INT) 1109 Firethorn Ct. Rifle, CO 81650 045533101004 NUN 19284 NE4 BLK A Albert W. Renfro Trust (112 INT) 1109 Firethorn Ct. Rifle, CO 81650 045534200005 PT NW4 34 9 66 LOT A REC EXEMPT RECX16-0143 Costa Homes LLC 2247 Woody Creek Circle Loveland, CO 80538 045534200006 PT NW4 34 9 66 LOT B REC EXEMPT RECX16-0143 Yahweh Properties LLC 440 Richards Lake Rd. Fort Collins, CO 80524 045527300044 PT S2 27-9-66 LOT A REC EXEMPT RE -4827 Town of Nunn PO Box 171 Nunn, CO 80648 045528400013 PT SE4 28-9-66 PT LOT B REC RECXI2-0016 EXC BEG SW COR NOID02'W 1684.56 NOID02'W 986.84 N87D58'E 473.97 S01D02'E 985.49 S87D49'W 474.06 TO POB EXC BEG SW COR N0ID02'W 2671.40 N87D58'E 473.98 N87D58'E 444.15 S01D02'E 984.23 S87D49'W 444.17 NOID02'W 985.49 Terry Younglove 308 Lago Ct. Fort Collins, CO 80524 045527000009 PT NW4 27-9-66 LOT A REC EXMEPT RE -2393 (.49R) Janet Steinfeld 49500 County Rd. 31 Nunn, CO 80648 72 045527000010 PT NW4 27-9-66 LOT B REC EXEMPT RE -2393 (.21 R) John R. Turner 49622 County Rd. 31 Nunn, CO 80648 045528100004 PT NE4 28 9 66 LOT D REC EXEMPT RECX12-0049 Terry Younglove 308 Lago Ct. Fort Collins, CO 80524 045528000001 NUN 19238A PT NE4NW4 28-9-66 (BELLMORE THIRD ANNEX) BEG 30'S & N45DW 42.44' OF N4 COR SEC W349.44' S260' E343.76' N260' TO BEG (MTN VIEW CEMETERY) Town of Nunn PO Box 171 Nunn, CO 80648 045521000005 19207 SW4 21-9-66 ALSO THAT PT OF NW4 LYING W OF STATE HWY & E OF UPRR R/W (16.4A) EXC UPRR RES (25RR9R) R) Clayton C. Nietfeld Family Trust 1009 13th Ave. Apt. 301 Greeley, CO 80631 045520100013 PT NE4 BEG NE COR N03D51'E 565.80' TO POB SOD12'E 304.55' N17D17'W 136.11' N12D42'E 178.98' TO POB State of Colorado Department of Transportation 4201 E. Arkansas Ave. Denver, CO 80222 045520100012 PT BEG NE COR N09D27'E 1540.50 TO POB S 17D 17'E 187.20' S 15D24'W 728.41' CURVE TO R (R=37220') N06D56'E 583.26' N12D26'E 148.10' N12D42'E 161.30' TO POB State of Colorado Department of Transportation 4201 E. Arkansas Ave. Denver, CO 80222 045517400004 PT E2 17-9-66 LOT D REC EXEMPT RE -4190 (52RR) Jerry A. Elley 13689 County Rd. 104 Nunn, CO 80648 045508400008 PT SE4 8-9-66 BEG SE COR S89D30'E 2597.86' TO POB N0D46'E 946.81' S16D20'E 989.14' N89D30'W 291.10' TO POB Tracey Kruse 52400 County Rd. 27 Carr, CO 80612 045508300011 W4 8-9-66 EXC SW4 COR N89D25'W 106' S 16D20'E 361' N00D46'E 346' TPOB Tracey D. Kruse 52400 County Rd. 27 Carr, CO 80612 045508200004 19162 PT NW4 8-9-66 LYING W OF RR (3R) Rouse Farms Co LP 15627 County Rd. 108 Nunn, CO 80648 045505100017 PT SW4 5-9-66 COM SW COR N01D56'W 2445.74' S27D47'E 2422.71' CURVE TO R (R=5312.28') S26D02'E 326.64' S89D38'W 1190.22' TPOB EXC A PARCEL BEING 50' IN WIDTH ON EACH SIDE OF FOL DESC CIL BEG 1758'E OF NW COR SEC SIOD0I'E 1104' S l 0D0 1'E 75' TO AN ANG PT S Rachael L. Miller 13131 County Rd. 108 Carr, CO 80612 045505000013 19151-B PT 5 9 66 A PARCEL BEING 50' IN WIDTH ON EACH SIDE OF FOL DESC C/L BEG 1758'E OF NW COR SEC S I OD01'E 1104' S l 0D0 1'E 75' TO AN ANG PT S32D19'W 75' S32D19'W 2340' TO NE LN UPRR IN NW4SW4 TH BEG AGAIN ON SW LN UPRR IN NW4SW4 SAID PT BEING N27D08'E 1 U S A 2850 Youngfield St. Lakewood, CO 80215 73 045506400010 PT E2SE4 6-9-66 LOT A REC EXEMPT RE -2542 (.49R) Johanna Catharina Tucker PO Box 527 Pierce, CO 80650 045506000005 19152 NE4 6 9 66 WHICH ALSO INCLUDES ALL BLKS 1-2-3-4 DOVER (4R 28.85RR) Galen & Bonnie Hughbanks Trust 147 SW 15 Ave. Anthony, KS 67003 030131400013 PT 31-10-66 LOT A REC EXEMPT RE- 4649 Patrick H. Dutton 54169 County Rd. 27 Carr, CO 80612 030131400014 PT 31-10-66 LOT B REC EXEMPT RE- 4649 Justin D. Evig 54175 County Rd. 27 Carr, CO 80612 030131 100016 PT E2 31 10 66 LOT A REC EXEMPT RE -4658 Mark A. Jacobsen 3012 Appaloosa Ct. Fort Collins, CO 80526 030131 100018 E2NE4 31 10 66 Sandra Jo Trujillo 54907 County Rd. 27 Carr, CO 80612 030130000007 19624A E2 30 10 66 (6R) State of Colorado 1127 N. Sherman St. Ste. 300 Denver, CO 80203 030119400011 PT SE4 19-10-66 LOT A REC EXEMPT RE -852 (.67R) Rouse Farms Co 15627 County Rd. 108 Nunn, CO 80648 030119000010 ALL 19-10-66 LOT B REC EXEMPT RE -852 (3.33R) Rouse Farms Co LP 15627 County Rd. 108 Nunn, CO 80648 030118400011 PT S2SE4 18-10-66 (1R) Stewart B. Sheldon 5023 Pawnee Dr. Greeley, CO 80634 030118400012 PT N2SE4 18-10-66 LOT A REC EXEMPT RE -3477 (.44R) Stewart B. Sheldon 5023 Pawnee Dr. Greeley, CO 80634 030118400013 PT N2SE4 18-10-66 LOT B REC EXEMPT RE -3477 (.47R) Larry E. Seitz Revocable Trust 219 Palm Springs Ave. Cheyenne, WY 82009 030118000009 19599 NE4 18-10-66 EXC OG&M (2R) GMS Land & Cattle Company 219 Palm Springs Ave. Cheyenne, WY 82009 030107000005 19575 E2 7 10 66 EXC OG&M (6R) GMS Land & Cattle Company 219 Palm Springs Ave. Cheyenne, WY 82009 030106400004 PT S2SE4 6-10-66 LOT B REC EXEMPT RE -2818 (2.69R) Arvid R. Deporter 14503 County Rd. 108 Nunn, CO 80648 030106100005 E2 6-10-66 EXC S2SE4 (2.73R) Arvid R. Deporter 14503 County Rd. 108 Nunn, CO 80648 020331000003 19700 ALL 31 11 66 Lazy D Grazing Association 12609 County Rd. 120 Carr, CO 80612 020330000002 S2,!`W2NW4,!`SE4NW4/SW4NE4 30-11-66 EXC OG&M Lazy Two Ranch LLC PO Box 546 Evansville, WY 82636 74 020330100013 19697 E2NE4 30 11 66 EXC BEG NE COR OF SEC S0D21'W 361.50' THENCE N89D40'W 361.50' NOD21'E 361.50' TO PT ON N LN NE4 THENCE S89D40'E 361.50' TO BEG (.75R) Louis Duran 316 E. Allison Rd. Cheyenne, WY 82007 020330100010 19697-A PT NE4 30 11 66 BEG NE COR SEC SOD21'W 361.5' N89D40'W 361.5' NOD21'E 361.5' TO N LN NE4 S89D40'E 361.5' TO BEG (.25R) Poudre Valley Rural Electric Assn. Property Tax Department PO Box 272550 Fort Collins, CO 80527 020320300006 PT W2SW4 20 11 66 LOT A REC EXEMPT RECX13-0107 Niobrara Energy Park LLC PO Box 399 Timnath, CO 80547 020319101002 Lot 2 NIOBRARA ENERGY PARK PUD Niobrara Energy Park LLC PO Box 399 Timnath, CO 80547 020318000001 19673 N2/SE4 18 11 66 EXC TR 10 Lazy D Grazing Association 12609 County Rd. 120 Carr, CO 80612 020307000003 19645 ALL 7 11 66 Lazy D Grazing Association 12609 County Rd. 120 Carr, CO 80612 020306400002 19644 SE4 6 11 66 Lazy D Grazing Association 12609 County Rd. 120 Carr, CO 80612 020306000001 19643 N2/SW4 6 11 66 Lazy D Grazing Association 12609 County Rd. 120 Carr, CO 80612 020305000007 19642-A A TRACT OF LAND IN N2 5 11 66 Colorado Interstate Gas Co. PO Box 1087 Colorado Springs, CO 80901-1087 020305400013 PT 5-11-66 SUB EXEMPT SE -909 Platte River Power Authority 2000 E Horsetooth Rd. Fort Collins, CO 80525-5721 020305000011 PT SE4 5 11 66 KN Interstate Gas Transmission Co 500 Dallas St, Suite 1000 Houston, TX 77002-4718 130914300013 W2 SW4 14-2-66 LOT A REC EXEMPT RECX16-0036 Ever O. Benitez 168 N. 7th. Ave. Brighton, CO 80601-1722 130914300025 PT SW4 14-2-66 LOT A REC EXEMPT RE -3143 Moises Benitez 288 Wagonwheel Dr. Fort Lupton, CO 80621-2215 130914300026 PT SW4 14-2-66 LOT B REC EXEMPT RE -3143 (1.95R) 16189 20 CR WELD Dale C. Turley 16189 County Road 20 Fort Lupton, CO 80621-9100 130914300028 PT E2SW4 14 2 66 LOT B RE -3980 (.664R) Virginia L. Turley 16423 County Road 20 Fort Lupton, CO 80621-9100 130914000010 16116 W2SE4 14 2 66 (1R) Robert L. Warner PO Box 9 Brighton, CO 80601-0009 75 130914000011 16114 NE4 14 2 66 EXC COAL OIL & MIN (2R) Robert L. Warner PO Box 9 Brighton, CO 80601-0009 130914200032 PT NW4 14-2-66 LOT C REC EXEMPT RECX12-0045 United Power Inc PO Box 929 Brighton, CO 80601-0929 130914200033 PT N2 13 2 66 LOT B REC EXEMPT RECX12-0067 Michelle G. Wilson 1099 18th St. Ste. Denver, CO 80202 130914000011 16114 NE4 14 2 66 EXC COAL OIL & MIN (2R) Robert L Warner PO Box Brighton, CO 80601-0009 130913200002 PT N2 13 2 66 LOT B REC EXEMPT RECX12-0067 Michelle G. Wilson 1099 18th St. Ste. Denver, CO 80202 130912000014 16109-C PT SW4SW4 12 2 66 LYING W OF SPEER CANAL (.50R 4.56D) 17069 22 CR WELD 00000 Gerry W. Knutson 17069 County Road 22 Fort Lupton, CO 80621-9420 130912000017 PT SW4 12-2-66 LOT B REC EXEMPT RE -712 Lazy V 7 Dairy C/O Trent Cook PO Box 659 Hudson, CO 80642-0659 130912000011 16110-A PT N2 12 2 66 BEG S89D39'W 2790.50' FROM NE COR OF SEC S2202.16' N89D39'E 272.73' S0D20'E 417.95' S89D12'W 2803.52' NOD13'W 2642.41' N89D39'E 2525.44' TO BEG Dove Meadow Dairy Inc. 10571 County Road 37 Fort Lupton, CO 80621-9409 130901300003 SW4/S2SE4 1-2-66 Radan V. Dolph 1369 County Road 37 Fort Lupton, CO 80621-9400 130902000008 16060 SE4 2 2 66 Cannon Land Co. 3575 E. Cherry Creek North Dr. Denver, CO 80209-3601 130902000009 SE4 2-2-66 Cannon Land Co. 3575 E. Cherry Creek North Dr. Denver, CO 80209-3601 121135000004 16684 E2 & E2E2NW4 35 3 66 EXC UPRR CO RES Cannon Land Co. 3575 E. Cherry Creek North Dr. Denver, CO 80209-3601 121126000008 16645 E2 26 3 66 EXC BEG AT INT SPEER CANAL & S LN SE4 W608' N548' E186' TO W LN OF CANAL SELY TO BEG (5A) (2R5D) MRJ Camp Holdings LLC c/o Melvin J Camp PO Box 127 Platteville, CO 80651-0127 121123000015 W2SE4 23-3-66 David Farley Family Trust PO Box 363 16994 County Road 32 Platteville, CO 80651-0363 121123000016 E2SW4 23-3-66 Melba L. Farley Trust 16400 County Road 32 PO Box 363 Platteville, CO 80651-8211 76 121123200044 PT NW4 23 3 66 PARCEL 1 SE -1190 David Farley Family Trust PO Box 363 16994 County Road 32 Platteville, CO 80651-0363 121123200045 PT NW4 23 3 66 PARCEL 2 SE -1190 Chris Barclay PO Box 790 Platteville, CO 80651-0790 121123000037 PT NW4 23-3-66 LOT A REC EXEMPT RE -1056 (.17R) 16174 32 CR WELD Daniel R. Goscha 16174 County Road 32 Platteville, CO 80651-8211 121114000038 PT SW4 14-3-66 LOT B REC EXEMPT RE -1703 16491 32 CR WELD 80651 Jeff E. Priestley 16491 County Road 32 Platteville, CO 80651-8203 121114000022 16576 PT SE4 14 3 66 BEG S4 COR NOD20'W 458' N89D17'E 790' SOD20'E 458' S89D17'W 790' TO BEG (8.31A M/L) LOT A REC EXEMP #RE212 (.31L) Anthony C. Hanke Trust 16625 County Riad 32 Platteville, CO 80651-8212 121123100043 PT W2NE4 23 3 66 LOT B REC EXEMPT RE -5071 Melba L. Farley Trust 16400 County Road 32 PO Box 363 Platteville, CO 80651-0363 121123000009 16636 PT W2W2NE4NE4 23 3 66 BEG NE COR SEC S89D22'W 979.92' TO TRUE POB S89D22'W 326.64' S1322.84' N89D22'E 326.64' N1322.84' TO POB EXC UPRR RES Thomas E. Peterson 16786 County Road 32 Platteville, CO 80651-8211 121123100041 PT E2NE4 23-3-66 LOT B REC EXEMPT RE -4003 (1.03R) Anadarko E & P Onshore LLC 1099 18 ST STE 1800 Denver, CO 80202-1918 121123100047 PT NE4 23-3-66 LOT B REC EXEMPT RECX13-0015 Thomas E. Peterson 16786 County Road 32 Platteville, CO 80651-8211 121114000037 16576-B PT SE4 14 3 66 BEG SE COR SEC N89D17'W 970' N0D27'W 1494.6' N89D17'E 1000' S0D27'E 1494.6 TO BEG (1.7R) Hilda Sue Sealy 16845 County Road 32 Platteville, CO 80651-8212 121123100046 PT NE4 23-3-66 LOT A REC EXEMPT RECX13-0015 Brian Seeman 16984 County Road 32 Platteville, CO 80651-8200 121124200036 PT NW4 24 3 66 LOT B REC EXEMPT RE -4921 Bruce Brotemarkle 17080 County Road 32 Platteville, CO 80651-8213 121124200037 PT NW4 24 3 66 LOT C REC EXEMPT RE -4921 Karen S. Miller 12854 County Road 30 Platteville, CO 80651-8025 121124200035 PT NW4 24 3 66 LOT A REC EXEMPT RE -4921 Karen S. Miller 12854 County Road 30 Platteville, CO 80651-8025 121124000014 16640 W2NE4 & W2SE4 24 3 66 (2R) Johnson Family Trust 1004 Highland Dr, Hastings, NE 68901-2411 77 121113400002 S2SE4 13-3-66 EXC UPRR RES Kerr-McGee Oil & Gas Onshore LP C/O Travis Holland -Property Tax PO Box 173779 Denver, CO 80217-3779 121113400001 W2NW4SE4 & E2NE4SE4 13-3-66 EXC UPRR RES Kerr-McGee Oil & Gas Onshore LP C/O Travis Holland -Property Tax PO Box 173779 Denver, CO 80217-3779 121113000027 16572-A E2N2 13 3 66 EXC UPRR RES (4.7D 4R) USA Dept of Transportation - Federal Aviation 1601 Lind Ave. SW Renton, WA 98057-3356 121318000001 11450 NW4 18-3-65 EXC UND INT OG&M (4R) Roy T Wardell Living Trust 16512 Essex Rd. N Platteville, CO 80651-9317 121307000006 11420 ALL SEC 7-3-65 EXC UPRR CO RES (4R8D) Roy T Wardell Living Trust 16512 Essex Rd. N Platteville, CO 80651-9317 121306000005 11418 SW4 6-3-65 (2D) Roy T Wardell Living Trust 16512 Essex Rd. N Platteville, CO 80651-9317 121306200022 PT S2NW4 6 3 65 LOT A REC EXEMPT RE -5083 Ludwig Family Farms LLC 18010 County Road 38 Platteville, CO 80651-8410 121306200023 PT S2NW4 6 3 65 LOT B REC EXEMPT RE -5083 Ludwig Family Farms LLC 18010 County Road 38 Platteville, CO 80651-8410 121306000015 1 1416A S2NE4 6 3 65 EXC N9' (IDIR) 1 R) Ludwig Family Farms LLC 18010 County Road 38 Platteville, CO 80651-8410 121306100019 LOT A AMD RE 751 PT NE4 6 3 65 (.04R) Knaub Family Living Trust 17915 County Road 39 Platteville, CO 80651-8418 121306100007 PT N2NE4 6 3 65 LOT A REC EXEMPT RECX15-0161 Knaub Family Living Trust 17915 County Road 39 Platteville, CO 80651-8418 121305000012 11415 N2NW4/NW4NE4 5 3 65 EXC UPRRCO RES (3R1D) Rocky Mountain Farms LLC C/O Steven G. Ludwig 17978 County Road 39 Platteville, CO 80651-8411 121306100008 PT N2NE4 6 3 65 LOT B REC EXEMPT RECX15-0161 Benjamin Knaub 17915 County Road 39 Platteville, CO 80651-8418 121306100017 PT N2 6-3-65 LOT A REC EXEMPT RE- 1834 (.66R) Knaub Family Living Trust 17915 County Road 39 Platteville, CO 80651-8418 121305000012 11415 N2NW4/NW4NE4 5 3 65 EXC UPRR CO RES (3R1 D) Rocky Mountain Farms LLC C/O Steven G. Ludwig 17978 County Road 39 Platteville, CO 80651-8411 105532300020 PT SW4 32-4-65 LOT A REC EXEMPT RE -1910 (.44R) Rocky Mountain Farms LLC C/O Steven G. Ludwig 17978 County Road 39 Platteville, CO 80651-8411 78 105532300049 SW4 32-4-65 LOT A REC EXEMPT RE- 3627 (AIR) Jerald B Bookless 18168 County Road 39 LaSalle, CO 80645-9300 105532300053 PT SW4 32-4-65 LOT A RE -3928 Russell Tegtman 18228 County Road 39 LaSalle, CO 80645-9300 105532300050 SW4 32-4-65 LOT B REC EXEMPT RE- 3627 Stephen Richmeier 18170 County Road 39 LaSalle, CO 80645 - 9300 105532300042 PT 32 4 65 LOT A AMD RECORDED EXEMPTION RE -3086(.38R) Jose Santos Lopez 1609 5th St. Greeley, CO 80631-2112 121305000018 PT NE4 5-3-65 BEG NW COR SEC 4 N89D45'E 844.05' S0D19'W 30' TO POB SOD19'W 674.51' TO CURVE CONCAVE TO NW C/A =10D04' RADIUS = 435' SWLY ALNG CURVE 76.43' S89D45'W 2157.24' N0D38'W 748.22' N89D39'E 1332.98' N89D45'E 843.75' TO POB EXC ALL THAT PT LYING I Weld County School District RE -1 1065 Birch St. Gilcrest, CO 80623 121304000048 NW4NW4 4-3-65 EXC REI Ltd. Liability Co. c/o Christine L. Hethcock PO Box 156 Red Feather Lakes, CO 80545-0156 105533000004 12045 W2SW41W2E2SW4 33 4 65 EXC UPRR RES (1.5R) William W. Ray Trust 17376 County Road 46 La Salle, CO 80645-8720 105533000085 12043-A N2SE4IN2S2SE4/E2E2SW4 33 4 65 EXC BEG N89D21'E 3464.46' FROM W4 COR OF SEC THENCE S0D38'E 793.50' N89D21'E 447.40' N89D21'E 521.46' S78D56'E 94.76' S56D20'E 65.35' S51 D 14'E 129.79' S55D52'E 231.14' S48D18'E 74.49' N89D41'E 308.77' THENCE NOD19'W Robert L. Andersen 18213 County Road 43 La Salle, CO 80645-9409 105533000084 PT SE4 33-4-65 LOT A REC EXEMPT RE -1086 (3S) Beebee Farms LLC 16715 Oak Brush Loop Peyton, CO 80831-7114 105534000007 12050 SW4 34 4 65 EXC 2A TO BEEBE DRAW GUN CO (2R) Jane Evans Cornelius 3405 Penrose Pl. Ste. 105 Boulder, CO 80301-1819 105534000008 12049 PT SW4 34 4 65 BEG CEN SEC W290' S260' E200' SELY 245' N TO BEG BeeBe Draw Gun Club PO Box 336173 Greeley, CO 80633-0603 105534000009 12048 SE4 34 4 65 BeeBe Draw Gun Club PO Box 336173 Greeley, CO 80633-0603 105534100015 PT NE4 34-4-65 EXC LOT B AMEND REC EXEMPT AMRE-1648 (.02) BeeBe Draw Gun Club PO Box 336173 Greeley, CO 80633-0603 121303000016 11407 N2NE4 3 3 65 EXC UPRR RES BeeBe Draw Gun Club c/o Aliquam Financial Services 4627 W. 20th Street Ste. B Greeley, CO 80634-3203 79 121302000001 11406 W2 2-3-65 & PT SE4 LYING W OF GILMORE CANAL (6D) Carl A. Jepsen II 20121 County Road 42 LaSalle CO, 80645-9418 121302000008 11403 NE4 2-3-65 EXC UND INT OG&M (3D2R) Shelton Land & Cattle Ltd. PO Box 65 Roggen, CO 80652-0065 105535000012 12052-A SE4 35 4 65 EXC UPRR CO RES (8D) Joseph F. Mark 22264 County Road 40 La Salle CO 80645-9514 121301000009 11402 W2/SE4 1-3-65 EXC UPRR RES (12R20SHT) Shelton Land & Cattle Ltd. PO Box 65 Roggen, CO 80652-0065 121301 100018 NE4 1-3-65 EXC N2NE4NE4/NE4NW4NE4 ALSO EXC THAT PT DESC AS BEG NE COR SEC TH S89D28'W 159.12' S0D31'E 30' TO TPOB TH N89D28'E 119.03' S0D20'E 2609.59' N89D31'W 30' NOD20'W 280.83' S89D39'W 20' NOD20'W 2258.91' N45D20'W 97.64' TO TPOB Houndskeeper Ltd. 10141 County Road 13 Longmont, CO 80504-9449 121301 100017 N2NE4NE4/NE4NW4NE4 1-3-65 EXC THAT PT DESC AS BEG NE COR SEC TH S89D28'W 159.12' S0D31'E 30' TO TPOB TH N89D28'E 119.03' SOD20'E 2609.59' N89D31'W 30' NOD20'W 280.83' S89D39'W 20' NOD20'W 2258.91' N45D20'W 97.64' TO TPOB Houndskeeper Ltd. 10141 County Road 13 Longmont, CO 80504-9449 121301 100016 PT NE4 1-3-65 DESC AS BEG NE COR SEC TH S89D28'W 159.12' S0D31'E 30' TO TPOB TH N89D28'E 119.03' S0D20'E 2609.59' N89D31'W 30' NOD20'W 280.83' S89D39'W 20' NOD20'W 2258.91' N45D20'W 97.64' TO TPOB Weld County 1150 O St. Greeley, CO 80631-9596 121506200005 PT NW4 6-3-64 COM NW COR S00D20'E 2640.29 N88D28'E 40.01 TO POB N88D28'E 119.84 S00D20'E 30.01 S44D06'W 99.69 SOOD20'E 1264.86 S8820'W 50.01 NOOD20'W 1364.73 TO POB Weld County 1150 O St. Greeley, CO 80631-9596 121506200006 PT NW4 6-3-64 BEG NW COR TH S1364.95' N88D40'E 1325.54' SOD11'W 639.97' N88D40'E 1137.65' N1353.69' N88D42'W 713.32' N44D56'W 161.03' N03D04'W 504.14' S88D49'W 1606.19' TO BEG EXC COM NW COR S00D20'E 2640.29 N88D28'E 40.01 TO POB N88D28'E 119.84 SOOD20' Todd A. Amen 24138 County Road 38 LaSalle, CO 80645-9733 80 105331300019 PT S2SW4 31-4-64 LOT A REC EXEMPT RE -3301 EXC UPPER RES ALSO EXC COMM SW COR N88D28'E 40.01' N00D16'W 30.01' TO POB NOOD16'W 1289.54' N88D23'E 30.01' S00D16'E 1219.57' S45D53'E 97.93' S88D28'W 100.02' TO POB Kiplin W. Johnson 24133 County Road 38 LaSalle, CO 80645-973 105331300007 PT SW4 31-4-64 LOT A REC EXEMPT RE -1912 EXC BEG W4 COR N88D17'E 30. SOOD16'E 1319.58 S88D23'W 30. NOOD16'W 1319.47 TO POB Jerome Paul Throckmorton Jr. 18258 County Road 49 LaSalle, CO 80645-9506 105331200002 PT NW4 31 4 64 LOT A REC EXEMPT RE -3656 EXC COMM SW COR LOT A NOOD21 W 616.71 N88D17E 30.91 SOODI6E 616.76 S88D17W 30.01 TO POB William Kenneth Hoyland PO Box 130 LaSalle, CO 80645-0130 105331200023 PT NW4 31-4-64 LOT B REC EXEMPT RE -3656 EXC BEG SW COR OF LOT B RE -3656 NOOD21'W 702.54 N88D23'E 35.23 R (R=15630') CHORD=SOOD19'W 320.75 SOOD16'E 381.85 S88D17'W 30.91 TO POB Sharon M. Welch 18626 County Road 49 LaSalle, CO 80645-9506 105331 100022 PT W2NE4 31 4 64 LOT B REC EXEMPT RE -3183 Patricia L. O'Connell 24600 County Road 40 LaSalle, CO 80645-9522 105331 100021 PT W2NE4 31 4 64 LOT A REC EXEMPT RE -3183 Patricia L. O'Connell 24600 County Road 40 LaSalle, CO 80645-9522 105331000011 N2NW4 31-4-64 LOT A REC EXEMPT RE -2435 (.32R) James E. Welch 24458 County Road 40 LaSalle, CO 80645-9522 105330000021 8931-C W2SE4 30 4 64 (1.16R) Jorge L. Arriessecq 6705 W 21st Street LN Greeley, CO 80634-7931 105330100003 S2NE4 30-4-64 (.28D) Brenda Lee Johnson 24630 County Road 42 Kersey, CO 80644-9134 105330100002 N2NE4 30-4-64 (.67D) Brenda Lee Johnson 24630 County Road 42 Kersey, CO 80644-9134 105319000031 8886-B PT SE4 19 4 64 LYING EAST OF NERES CANAL BEG NE COR SEC SOD03'E 2801.26' TO TRUE POB SOD03'E 2479.04' TO SE COR SEC S88D59'W 956.23' TO E LN NERES CANAL N05D46'E 145.64' N13D51'E 111.36' TH ALG CURVE TO LEFT 83.49' (R=150.29' CHORD N02D03'W 82.42' Cory C. Oster PO Box 104 Kersey, CO 80644-0104 81 105319000029 8886-A PT E2 19 4 64 DES AS N2801.26' LYING E OF NERES CANAL ALSO A TR COMM NE COR SEC 19 THENCE SOD03'E S2801.26' S89D25'W 1432.28' TO PT ON EXISTING E R/W OF NERES CANAL TO TRUE POB THENCE N89D25'E 203.57' S 1 7D10'W 78.44' S51D37'W 182.39' S22D25'W 205. JJ Oster Farms LLC 20583 County Road 51 Kersey, CO 80644-9119 105318000032 PT SE4 18-4-64 LOT A REC EXEMPT RE -2652 (.37R) DCP Operating Company LP 370 17th St. Ste. 2500 Denver, CO 80202-5604 105318000034 PT SE4 18-4-64 LOT C REC EXEMPT RE -2652 (2.84R4D) Boyd Everett Collins 21271 County Road 51 Kersey, CO 80644-9017 105318000033 PT SE4 18-4-64 LOT B REC EXEMPT RE -2652 (.41R) Dania] L, Smith 21495 County Road 51 Kersey, CO 80644-9017 105318100037 PT NE4 18-4-64 LOT A REC EXEMPT RE -3907 (.49R) Troy Jeremey Tucker 21581 County Road 51 Kersey, CO 80644-9017 105317200006 PT NW4 17-4-64 LOT D REC EXEMPT RECX16-0053 (4S) Hamar Farms LLC PO Box 360 Kersey, CO 80644-0360 105318100004 PT NE4 18 4 64 LOT A REC EXEMPT RE -5119 Lou Linda Schreiber 21879 County Road 51 Kersey, CO 80644-9017 105317200003 PT NW4 17-4-64 LOT A REC EXEMPT RECX16-0053 (4S) Derek J. Lewis PO Box 360 Kersey, CO 80644-0360 105308300046 PT SW4 8-4-64 BEG SW COR N1008.54' N65Dll'E l'E 242.25' N 12D I O'E 242.20' N59D44'E 57.35' S39D 12'E 1013.66' S01D32'E 584.98' S89D40'W 977.08' TO POB (1.34R.25D) Ronald Lee Richardson 25109 County Road 46 Kersey, CO 80644-9035 105308300047 PT SW4 8-4-64 LOT A REC EXEMPT RE -3045 (.53R.66D) Troy Weber 22306 County Road 51 Kersey, CO 80644-9045 105307400003 PT SE4 7-4-64 LOT C REC EXEMPT RE -4292 Bret A Schissler 22339 County Road 51 Kersey, CO 80644-9015 105307400002 PT SE4 7-4-64 LOT B REC EXEMPT RE -4292 Silverio Garcia 24549 County Road 46 LaSalle, CO 80645 105307400001 PT SE4 7-4-64 LOT A REC EXEMPT RE -4292 David Mendoza 22427 County Road 51 Kersey, CO 80644-9015 105308000031 PT SW4 8-4-64 LOT A AMD REC EXEMPT RE -1308 (.34R) Lester L. Thomas PO Box 370 Kersey, CO 80644-0370 105308200003 PT NW4 8-4-64 LOT A REC EXEMPT RE 4375 Michael R. Paden 22688 County Road 51 Kersey, CO 80644-9016 82 105308200004 PT NW4 8-4-64 LOT B REC EXEMPT RE 4375 Michael R. Paden 22688 County Road 51 Kersey, CO 80644-9016 105308200042 PT NW4 8-4-64 LOT B REC EXEMPT RE -1842 (2.01R) Mark Reitzenstein 22848 County Road 51 Kersey, CO 80644-9047 105305000023 PT W2SW4 5-4-64 LOT A REC EXEMPT RE -1547 (1.36R) Keith T. Smith PO Box 757 Kersey, CO 80644-0757 105305300037 PT W2SW4 5-4-64 LOT A REC EXEMPT RE -4077 Lucas D. Gardner 23158 County Road 51 Kersey, CO 80644-9014 105305300038 PT W2SW4 5-4-64 LOT B REC EXEMPT RE -4077 (.92R) Herbert D. Merkt 23326 County Road 51 Kersey, CO 80644-9014 105306000022 PT NE4SE4 6-4-64 LOT A REC EXEMPT RE -994(.54R) Christopher A. Meyette 23365 County Road 51 Kersey, CO 80644-9013 105305000030 PT W2SW4 5-4-64 LOT A REC EXEMPT RE -2419 (.23R) Jerry K. Wait 23462 County Road 51 Kersey, CO 80644-9014 105305000027 8827-C E2SW4 5 4 64 (.91R) Gerald E. Monroe, Jr. 25525 County Road 48 Kersey, CO 80644-9043 105305000035 PT W2SE4 5-4-64 PT LOT B REC EXEMPT RE -3090 EX OG&M (.07R) Gerald E. Monroe, Jr. 25525 County Road 48 Kersey, CO 80644-9043 105305000036 PT W2NE4 5-4-64 PT LOT B REC EXEMPT RE -3090 EXC OG&M Gerald E. Monroe, Jr. 25525 County Road 48 Kersey, CO 80644-9043 105305000022 PT N2 5-4-64 LOT B REC EXEMPT RE- 1280 Bruce E. Stradley 25704 County Road 50 Kersey, CO 80644-9024 096332300008 PT SE4SW4 32-5-64 LOT B REC EXEMPT RE -4393 (.62D) Phillip G. Mendoza 3135 17th St. Greeley, CO 80634-6811 096332000024 9531-G PT E2SW4 32 5 64 BEG N50' & E540' OF SW COR E2SW4 N0D38'E 225' E180' S0D38'W 225' W180' TO BEG (.125R) Dale D. Lynch 25369 County Road 50 Kersey, CO 80644-9049 096332000006 9531-D PT E2SW4 32 5 64 BEG 360'E OF SW COR E2SW4 N0D38'E 225' E180' S0D38'W 225' W180' TO BEG (.930A) (.125R) Jimmie E. Nelson PO Box 810 Kersey, CO 80644-0810 096332000023 9531-F PT E2SW4 32 5 64 BEG N50' & E180' FROM SW COR OF E2SW4 N0D38'E 225' E180' S0D36'W 225' W180' TO BEG (.125R) Elijah P. Hatch 25307 County Road 50 Kersey, CO 80644-9049 096332000005 9531-C PT E2SW4 32 5 64 BEG SW COR E2SW4 N50' N0D38'E 225' E180' S0D38'W 225' W180' TO BEG (.930A) (.125R) Elijah P. Hatch 25307 County Road 50 Kersey, CO 80644-9049 83 096332300007 PT SE4SW4 32-5-64 LOT A REC EXEMPT RE -4393 Humberto Marquez 25453 County Road 50 Kersey, CO 80644-9023 096332000062 PT E2SW4 32-5-64 LOT B AMD REC EXEMPT RE -698 Bradley A. Wagner 25455 County Road 50 Kersey, CO 80644-9023 096332300002 PT SW4 32-5-64 PT PARCEL B AMD REC EXEMPT AMD RE -49 Donald E. Loloff PO Box 493 Kersey, CO 80644-0493 096332000047 PT SE4 32-5-64 LOT B REC EXEMPT RE -214 Ronald D. Miller PO Box 502 Kersey, CO 80644-0502 096332000063 PT SE4 32-5-64 LOT A REC EXEMPT RE -1568 Troy. M. Hoffman 25469 County Road 50 Kersey, CO 80644-9023 096332400020 PT SE4 32-5-64 LOT B REC EXEMPT RE -4965 Barrett Lee Brenner 25471 County Road 50 Kersey, CO 80644-9023 096332000039 9533-E PT S2NE4 32 5 64 BEG N89D56'W 957.18' & N35D11'W 64.77' FROM SE COR NE4 N22D04'W 221.57' N35D1 1'W 197.76' N54D55'W 437.92' SOD03'W 618' S89D56'E 556.28' TO BEG (5A M/L) AKA LOT B REC EXEMPT#RE133 (1.39D) Alfred D. Barber PO Box 818 Kersey, CO 80644-0818 096332000055 9533 THAT PT S2NE4 32 5 64 LYING N & E OF GILMORE CANAL EXC S320' ALSO EXC BEG SOD20'E 1540.44' 587D21'W 30.01' FROM NE COR NE4 SOD20'E 430' S87D21'W 125' NOD20'W 430' N87D21'E 125' TO BEG ALSO EXC BEG S0D20'E 1540.44' & S87D21'W 30.01' FROM NE COR OF SE Richard Floyd Shubert 24621 County Road 53 Kersey, CO 80644-8803 096332000041 9533-F PT S2NE4 32 5 64 BEG Lynn I. Brownlee 24715 County Road 53 Kersey, CO 80644-8803 096333000013 9543 S2NW4 33 5 64 Agnes M. Schott 24688 County Road 53 Kersey, CO 80644-8804 096333000018 PT N2NW4 33-5-64 LOT A REC EXEMPT RE -1303 (1.78R) Jerold J. Hoffman 12293 Antelope Trail Parker, CO 80138-8291 096332000010 9532 PT NE4 32 5 64 BEG 24783 CR 53 LLC 24783 County Road 53 Kersey, CO 80644-8803 096332000044 9531-7 NW4NE4 32 5 64 Jimmie H. Cross Living Trust 24891 County Road 53 Kersey, CO 80644-8803 096332000045 9531-7 NW4NE4 32 5 64 Jimmie H. Cross Living Trust 24891 County Road 53 Kersey, CO 80644-8803 096329400065 PT S2SW4SE4 29-5-64 LOT A REC EXEMPT RE -826 (.91R) Todd A. Loose PO Box 418 Kersey, CO 80644-0418 84 096329400066 PT N2SW4SE4 29-5-64 LOT B REC EXEMPT RE -826 Kevin D. Gibson 25203 County Road 53 Kersey, CO 80644-8808 096329000056 PT N2SE4 29-5-64 LOT B AMD REC EXEMPT AMRE-1602 Matthew J. Uyemura 25355 County Road 53 Kersey, CO 80644-8810 096329000055 PT N2SE4 29-5-64 LOT A REC EXEMPT RE -1602 Ernest Gianinetti 592 Cowen Dr. Carbondale, CO 81623-1585 096329100004 PT NE4 29-5-64 LOT B REC EXEMPT RECX16-01 15 Mark H. Powell 25505 County Road 53 Kersey, CO 80644-8801 096329100003 PT NE4 29-5-64 LOT A REC EXEMPT RECX16-01 15 Mark H. Powell 25505 County Road 53 Kersey, CO 80644-8801 096329100076 NE4 29 5 64 LOT B REC EXEMPT RE- 5014 Shannon E. Hill PO Box 721 Kersey, CO 80644-0721 096320300023 PT SW4 20-5-64 LOT A REC EXEMPT RE -2166 (.43R) Larry J. Miller 25596 CR 54 1/4 Kersey, CO 80644-9736 096320403008 SKE2RR LI0 BLK1 SANDY KNOLLS ESTATES 2ND FILING REP RESUB Gary L. Wakefield 25554 Sandy Knoll Blvd. Kersey, CO 80644-9805 096320402001 SE -15 L15 SANDY KNOLL ESTATES Jeremy Vanderploeg 25545 Sandy Knoll Blvd. Kersey, CO 80644-9720 096320400018 9122-F PT SE4 20 5 64 BEG S84D16'W 208' FROM NE COR L13 SANDY KNOLL ESTATES S84D16'W 439.21' NOD04'W 132.95' N75D5I'E 429.82' S05D42'E 195.37' TO BEG Ronald L. Shaffer 25580 County Road 54 1/4 Kersey, CO 80644-9736 096320400035 PT N2SE4 20-5-64 LOT B REC EXEMPT RE -2174 Norman W. Yurk 25615 County Road 54 1/4 Kersey, CO 80644-9735 096320400001 9121 PT SE4 20 5 64 LYING N OF LOWER LATHAM DITCH & S OF RR R/W Shane C. Clark 601 1st St. Kersey, CO 80644-9709 096320121007 KER BFA L7 BLK21 BERRYMAN FARM AMD Berryman Farm Company PO Box 525 Kersey, CO 80644-0525 096320200017 SE 566 PT NW4 20 5 64 John W. Cantrell PO Box 480 Kersey, CO 80644-0480 096317000059 SE4 17-5-64 LYING N OF N LINE OF ROW FOR HWY 34 EXC 2A BEG NE COR SE4 E TO NW COR SE4 S 16' SELY TO PT ON E LINE 38' S NE COR SE4 N TO BEG ALSO EXC LOT A & B AMD REC EXEMPT RE -349 (2D) Hoshiko Land LLC PO Box 119 Kersey, CO 80644-01 19 096317000050 PT N2SW4 17-5-64 LOT A REC EXEMPT RE -1357 (.34D) Robert A. Dunn 25497 US Highway 34 Kersey, CO 80644-9732 85 096317000026 9091 NE4 17 5 64 & PT SE4 BEG NE COR SE4 W TO NW COR S16' SELY TO PT 38'S OF NE COR SE4 N TO BEG (1.56A) EXC UPRR RES ON NE4 HLT Farms LLLP PO Box 119 Kersey, CO 80644-01 19 096316200010 PT N2NW4 16-5-64 LOT B REC EXEMPT RE -4506 William T Klein 27974 County Road 53 Kersey, CO 80644-9634 096309300024 PT S2 9-5-64 LOT A REC EXEMPT RECX11-0033 William T. Klein 27974 County Road 53 Kersey, CO 80644-9634 096309000015 9019 PT S2SW4 9-5-64 W OF CO RD EXC UPRR RES (1R) Lower Latham Reservoir Company PO Box 398 Kersey, CO 80644-0398 096309000091 PT W2W2 9 5 64 BEG NW COR S17D37'E 2254.10' S88D17'E 9.7' S08D43'E 56.06' TO TRUE POB CURVE R RADIUS=700' CHORD= S80D59'E 196.54' S73D41'E 174.14' CURVE R RDIUS=800 CHORD $68D25E 174.59' $63D08E 99.08' SOOD21'W 1614.12' N89D09'W 1040.55' N09D4l'E 1190.44 Lavern Glover Revocable Trust PO Box 44 Kersey, Co 80644-0044 096308000024 9004A S2NE4/S2NW4NE4 8-5-64 Lower Latham Reservoir Company PO Box 398 Kersey, CO 80644-0398 096308000026 9004B N2NW4NE4 8 5 64 Jack Smith Credit Shelter Trust 28879 County Road 53 Greeley, CO 80631-9790 096305000029 8979 PT S2S2 5 5 64 N OF PLATTE RIVER S OF OGILVIE DITCH & E OF FOLLOWING LN BEG AT NE COR S2SW4 S70D45'E 129' S3D13'E 112' S43D53'E 51' $6D02'E 430' S27D15'W 730' TO N BANK OF PLATTE RIVER Richard F & Joanne L Heckendorf PO Box 154 Kersey, CO 80644-0154 096305400002 PT SE4 5-5-64 LOT B REC EXEMPT RE -3600 EXC E4 COR S0D43'E 30.14' 589D16'W 30' TO POB S0D43'E 2292.05' S89D16'W 20' N0D43'W 1069.28' S89D16'W 5' N0D43'W 1142.65' N35D19' W 96.87 N89D0'E 80' TO POB Stephen A. Zehnder 29251 County Road 53 Greeley, CO 80631-9010 096305100059 PT NE4 5-5-64 LOT C REC EXEMPT RE -3527 (3.84R) WELD 00000 LDS Church 50 E. North Temple FL 22 Salt Lake City, UT 84150-3620 096305000042 PT E2NW4 5-5-64 LOT B REC EXEMPT RE -956(1.07R) LDS Church 50 E. North Temple FL 22 Salt Lake City, UT 84150-3620 096305000044 PT NW4 5-5-64 LOT A REC EXEMPT RE -956 (.15R) Rosa Isela Acevedo 25241 County Road 60 1/2 Greeley, CO 80631-9721 080132300056 PT S2 32-6-64 PT LOT C DESC AS LOT C REC EXEMPT RE -3526 EXC LDS Church 50 E. North Temple FL 22 Salt Lake City, UT 84150-3620 080132000053 9952-A PT E2SW4 32-6-64 BEG Ehrlich Living Trust 25041 County Road 60 1/2 Greeley, CO 80631-9152 86 080132000017 PT NW4 32-6-64 BEG NW COR J Quarter Circle CIO A. Bruce Johnson 801 8th St. Ste. Greeley, CO 80631-3900 080132100021 PT W2NE4 32 6 64 LOT B REC EXEMPT RECX16-0111 Acre Farms LLLP 30984 County Road 61 Gill, CO 80624-9005 080129000033 9932 SE4 29 6 64 EXC PARCEL DEEDED IN BK1031 REC #1968043 ALSO EXC UPRR CO RES (4R) Rhinie A. Miller 31225 County Road 53 Greeley, CO 80631-9545 080129000046 9939-B N30A OF SW4 29 6 64 EXC PARCEL DEEDED IN BK1031 REC #1968043 EXC UPRR CO RES Janice Marie Carson 4040 W 30th St. Greeley, CO 80634-9574 080129000034 9939-A PT W2 29 6 64 DESC AS STRIP 150' WIDE 75' ON EACH SIDE OF C/L OF ABDN MAIN TRACK OF GREELEY BRANCH OF UPRR DCP Midstream LP 5718 Westheimer Rd. Ste. 2000 Houston, TX 77057-5774 080129200006 PT NW4 29 6 64 LOT A CORR REC EXEMPT RE -5063 Donna S. McGee 31506 County Road 51 Greeley, CO 80631-9633 080130100004 PT NE4 30 6 64 LOT C REC EXEMPT RE -4377 Lance L. Roth 31557 County Road 51 Greeley, CO 80631-9633 080129200009 PT NW4 29 6 64 LOT D CORR REC EXEMPT RE -5063 Richard A. Miller 31875 County Road 53 Greeley, CO 80631-9639 080129200066 PT NW4 29-6-64 LOTB REC EXEMPT RE -3991 (.99R) Colleen K. Shepherd 29927 County Road 74 Gill, CO 80624-9628 080120300081 PT SW4 20-6-64 LOT B CORR REC EXEMPT RE -2275 (1.82R) Dathel Dawn Nimmons 19850 ear Swamp Rd. Marysville, OH 43040-8105 080119000014 PT SE4 19-6-64 LOT B REC EXEMPT RE -2856 Richard D. Winter 1/2 Int 24959 County Road 66 Greeley, Co 80631-9631 080119400017 PT SE4 19-6-64 LOT C REC EXEMPT RECX14-0023 Richard D. Winter 24959 County Road 66 Greeley, Co 80631-9631 080130100002 PT NE4 30 6 64 LOT A REC EXEMPT RE -4377 Gerald L. Roth aka Gerald Lee 32100 County Road 49 Greeley, CO 80631-9648 080130000001 PT NE4 30-6-64 LOT A REC EXEMPT RE -369 (.14R) Gerald L. Roth aka Gerald Lee 32100 County Road 49 Greeley, CO 80631-9648 080130100003 PT NE4 30 6 64 LOT B REC EXEMPT RE -4377 Gerald L. Roth aka Gerald Lee 32100 County Road 49 Greeley, CO 80631-9648 080119000050 9667 PT SW4 19 6 64 EXC RES SITE DESC IN BK 118 PGE 135 WCR (4R 13S) Gerald L. Roth aka Gerald Lee 32100 County Road 49 Greeley, CO 80631-9648 87 080119000049 9667-B RES SITE IN SW4 19-6-64 DESC AS COMM N77D45'W 1380' OF S4 COR SEC N13D50'E 667' N24D15'W 525' N54D20'E 713' N70D20'W 695' S45D40'W 468' $68D25'W 355' N50D45'W 468' S28D15'E 370' $64D15'W 604' $69DE 519' S35D30'E 400' M/L S72D25'E 430' SO4DE 570' Gerald L. & Janet Marie Roth 32100 County Road 49 Greeley, CO 80631-9648 080324000032 PT N2SE4 24-6-65 LOT A REC EXEMPT RE -2606 (.61R) David Cogburn 32485 County Road 49 Greeley, CO 80631-9649 080119200072 PT NW4 19-6-64 LOT A REC EXEMPT RE -3407 EXC ANY PT LYING IN W2SE4NW4 Samuel & Melissa Lea Clifton Campbell 32510 County Road 49 Greeley, CO 80631-9648 080119200074 PT NW4 19-6-64 PT LOT B REC EXEMPT RE -3407 EXC ANY PT LYING W2SE4NW4 Jeffrey J. & Stacy R. Luppens 32680 County Road 49 Greeley, CO 80631-9648 080119200071 PT NW4 19-6-64 LOT B REC EXEMPT RE -1916(1.80R) Robert L Monroe 32864 County Road 49 Greeley, CO 80631-9648 080119200070 PT NW4 19-6-64 LOT A REC EXEMPT RE -1916(.20R) Thomas A. & Megan Mancuso 24056 Highway 392 Greeley, CO 80631-9645 080313000045 PT SE4 13-6-65 LOT A REC EXEMPT RE -3062 (.85R) Jesus A Hernandez & Margaret L Cardenas 33057 County Road 49 Greeley, CO 80631-9647 080118000072 9657 PT SW4 18 6 64 BEG SW COR OF SEC N0ID07'E D07'E 655.40' N25D34'E 2163.83' S89D39'E 84.32' SOD4I'E 2628.78' N89D18'W 1000' TO BEG (2.04R4D 1.03 S) Sheila M Rimko PO Box 1236 Greeley, CO 80632-1236 080118000046 9657-A A STRIP OF LAND 200' WIDE IN SW4 18 6 64 DESC AS BEING 100' IN WIDTH ON EACH SIDE OF CIL OF ABDN MAIN TRACT OF UPRR SAID STRIP EXTENDING NELY FROM W LN OF SEC TO E -W C/L OF SEC SAID C/L CROSSES W LN OF SEC 18 AT A PT 907' N OF SW COR OF SEC & EXTE Dianna & Wade A. Bell 33200 County Road 49 Greeley, CO 80631-9646 080118000061 PT SW4 18-6-64 LOT B REC EXEMPT RE -550 (.67R) Gary A & Donna L Belitz 33350 County Road 49 Greeley, CO 80631-9646 080118000060 PT SW4 18-6-64 LOT A REC EXEMPT RE -550 (.33R) Gordon M. Ledall 33450 County Road 49 Greeley, CO 80631-9690 080118000064 PT NW4 18-6-64 LOT B REC EXEMPT RE -2786 (.26R) Jose R & Susan Garcia 33546 County Road 49 Greeley, CO 80631-9690 080118000065 PT NW4 18-6-64 PART OF LOT C REC EXEMPT RE -2786 (2.86R1D) Matthew J. Pettinger 24218 County Road 70 Eaton, CO 80615-9515 080313100039 PT NE4 13-6-65 LOT A REC EXEMPT RE -1865 (.65R) Daniel J. Endress 1425 30th Ave. Greeley, CO 80634-6323 88 080312400086 PT SE4 12-6-65 LOT A REC EXEMPT RE -3533 (.30R) Robert E. Moody 34075 County Road 49 Eaton, CO 80615-9301 080107300028 PT W2SW4 7-6-64 LOT B REC EXEMPT RE -3924 (2.48R) Scott A. Ehrlich 1414 42nd Ave. Greeley, CO 80634-2435 080312400088 PT SE4 12-6-65 LOT B 2ND AMD REC EXEMPT RE -2376 (.47R) Vincent Albert Holton 12032 Highway 52 Fort Lupton, CO 80621-8360 080107100026 PT SW4 7-6-64 ALL THAT PART OF THE N2 S OF & BELOW C/L OF N SIDE LAT EXC BEG Scott A. Ehrlich 1414 42nd Ave. Greeley, CO 80634-2435 080312000012 PT NE4 12-6-65 LOT A CORR REC EXEMPT RE -3028 (.30R) Robert Barry Copeland 23760 County Road 72 Eaton, CO 80615-9312 080107200024 PT N2 7 6 64 LOT B RE 2132 (2.11R) BRASKALAND LLC 907 Belvedere Ct. Fort Collins, CO 80525-6704 080107200023 PT N2 7-6-64 LOT A REC EXEMPT RE- 2132 (.66R) Stephen M. Brownlee 24142 County Road 72 Eaton, CO 80615-9571 080301400096 PT SE4 1 6 65 LOT B REC EXEMPT RE -4296 Bay Family Trust 36986 County Road 49 Eaton, CO 80615-9409 080301400095 PT SE4 1 6 65 LOT A REC EXEMPT RE -4296 Bay Family Trust 36986 County Road 49 Eaton, CO 80615-9409 080106300021 PT SW4 6-6-64 LOT B REC EXEMPT RECX15-01 17 Charles O. Collins 4227 CR 72 Eaton, CO 80615-9571 080106300020 PT SW4 6-6-64 LOT A REC EXEMPT RECX15-0117 Bryan P. Hogsett 35270 CR49 Eaton, CO 80615-9306 080106000010 9594-C PT SW4 6 6 64 BEG 1441.88'N FROM SW COR N1199.61' N89D E 544.53' S01D34'W 955.64' S30D41'E 222.02' S84D29'W 634.49' TO BEG (14.566A M/L) Mark A & Karen J Knapp 35484 County Road 49 Eaton, CO 80615-9306 080301000051 13551-B PT E2 1 6 65 NOD02'W 1917.89' FROM SE COR OF SEC THENCE S89D57'W 30' TO A PT ON WLY WLY RW LN OF CO RD #49 THENCE ALONG ARC OF CURVE TO LEFT CHORD BEARS N21D27'W 928.84' THENCE N89D57'E 369.39' TO A PT ON E LN OF SEC THENCE SOD02'E 720.48' TO BE Arthur T & Elaine Werner Living Trust 243 42nd Ave. Greeley, CO 80634-1103 080301200002 PT E2 1-6-65 LOT B REC EXEMPT RE 4551 Richard A. & Kristen J. Florence 35607 County Road 49 Eaton, CO 80615-9307 080301000084 PT N2 1-6-65 LOT A REC EXEMPT RE- 2658 (.20R) Richard A. & Kristen J. Florence 35607 County Road 49 Eaton, CO 80615-9307 89 080301 100003 PT N2 1 6 65 LOT A REC EXEMPT RECX12-0063 Vincent Albert Holton 12032 Highway 52 Fort Lupton, CO 80621-8360 080301000086 PT N2 1-6-65 LOT A REC EXEMPT RE- 2879 (.21R) Louie S. & Gina D. Fabrizius PO Box 429 Eaton, CO 80615-0429 080301000087 PT N2 1-6-65 LOT B REC EXEMPT RE- 2879 (.62R) Shane L. Hilzer 23922 County Road 74 Eaton, CO 80615-9407 070936400022 PT SE4 36-7-65 LOT A REC EXEMPT RE -3281 (.34R) Thomas L. & Kimberly C. Karlberg 36037 Cunty Road 49 Eaton, CO 80615-9404 070936400023 PT SE4 36-7-65 LOT B REC EXEMPT RE -3281 (.83R) Thomas L. & Kimberly C. Karlberg 36037 Cunty Road 49 Eaton, CO 80615-9404 071131300002 PT SW4 31-7-64 LOT B REC EXEMPT RE -4304 Ryan C. & Mary Ann Ary 36250 County Road 49 Eaton, CO 80615-9404 071131300069 PT SW4 31-7-64 LOT A REC EXEMPT RE -1714 Audra & Adam Schultz 36344 County Road 29 Eaton, CO 80615-8518 071131300070 PT SW4 31-7-64 SUB EXEMPT SE -538 (.47R) Audra & Adam Schultz 36344 County Road 29 Eaton, CO 80615-8518 070936000015 14622-A PT N2SE4 36 7 65 LOT A REC EXEMPT RE -1471 (.45R) Paul J. & Colette R. MacFarlane 36477 County Road 49 Eaton, CO 80615-9404 071131000032 10163 SW4 31 7 64 EXC Charles T. & Shirley A. Lippincott 36496 County Road 49 Eaton, CO 80615-9404 071131200019 PT NW4 31 7 64 LOT C REC EXEMPT RE -4288 Marla Suarez 36506 County Road 41 Eaton, CO 80615-9005 071131200020 PT NW4 31 7 64 LOT D REC EXEMPT RE -4288 Bay Family Trust 36986 County Road 49 Eaton, CO 80615-9409 070936000017 14621 PT NE4NE4 36 7 65 BEG NE COR OF SEC THENCE S532.57' W30' N31D18'W 18'W 381.14' N0D46'E 219.44' S86D49'E 225.43' TO POB AKA PARCEL A REC EXEMPT RE -1431 Larry & Rebecca Lawhead 23962 County Road 76 Eaton, CO 80615-9421 071131200017 PT NW4 31 7 64 LOT A REC EXEMPT RE -4288 Bay Family Trust 36986 County Road 49 Eaton, CO 80615-9409 071130000039 PT W2SW4 30-7-64 LOT A AMD REC EXEMPT RE -1808 (.64R) Brittany N & Chase A Bergeron 24025 County Road 76 Eaton, CO 80615-9505 071130300053 PT SW4 30-7-64 LOT A REC EXEMPT RE -3377 (.64R) Ronald L. & Kathie J. Wagner 37228 County Road 49 Eaton, CO 80615-9411 071130300054 PT SW4 30-7-64 LOT B REC EXEMPT RE -3377 (1.07R1.23D) Ronald L. & Kathie J. Wagner 37228 County Road 49 Eaton, CO 80615-9411 90 071130000046 PT S2NW4 30-7-64 SE -794 (.31R) Paul Kenneth & Susan Diana Lamar 37622 County Road 49 Eaton, CO 80615-9411 071130000043 PT S2NW4 30-7-64 LOT A REC EXEMPT RE -2596 (.12R) Travis C. & Laura M Polk 37648 County Road 49 Eaton, CO 80615-9411 071130000045 PT NW4 30-7-64 PT OF LOT C REC EXEMPT RE -2596 (.97R) Galeton Dairy Land Company LLC 300 E 16th St. Unit 301 Greeley, CO 80631-6000 071130000044 PT S2NW4 30-7-64 LOT B REC EXEMPT RE -2596 (.23R.13D) Timothy Adam & Judy Anne Hauff 37560 County Road 49 Eaton, CO 80615-9411 071119000030 PT S2 19-7-64/PT N2N2 30-7-64 LOT B REC EXEMPT RE -2761 EXC THAT PT LYING IN N2NE4 30-7-64 (.61R) Galeton Dairy Land Company LLC 300 E 16th St. Unit 301 Greeley, CO 80631-6000 071119000029 PT S2 19-7-64 LOT A REC EXEMPT RE -2761 (.25R) John & April Sheets 38136 County Road 49 Eaton, CO 80615-9400 071119000025 PT S2 19-7-64 LOT A REC EXEMPT RE -2957 (.23R) Judy & Dewayne Hayes 38190 County Road 49 Eaton, CO 80615-9400 071119300029 PT 19-7-64 LOT A REC EXEMPT RECX14-0004 Patricia A. & Ronnie E. McKinney 38298 County Road 49 Eaton, CO 80615-9401 071119300008 PT S2 19 7 64 THAT PT OF LOT A REC EXEMPT RE -4575 James David & Kathleen M. Pyatt 39249 County Road 33 Ault, CO 80610-9650 071119300032 PT S2 19-7-64 LOT B CORR REC EXEMPT RE -2958 EXC SUB EXEMPT SE -1072 Holly Jo Rosenberry 38390 County Road 49 Eaton, CO 80615-9401 071119300031 PT SW4 19-7-64 SUB EXEMPT SE -1072 Holly Jo Rosenberry 38390 County Road 49 Eaton, CO 80615-9401 071119300027 PT S2 19-7-64 LOT A CORR REC EXEMPT RE -2958 (.23R) Donald W. & Jamie D. Lechman 38470 County Road 49 Eaton, CO 80615-9401 071119000007 PT S2NW4 19-7-64 LOT B REC EXEMPT RE -2807 EXC UPRR RES (.48R) Dewey T. Fortenberry 18549 CR 86 Ault, CO 80610-9607 071119000006 PT S2NW4 19-7-64 LOT A REC EXEMPT RE -2807 EXC UPRR RES (.43R) Clint M. Fortenberry 38688 County Road 49 Eaton, CO 80615-9401 071119000023 10032-A N2NW4 19 7 64 EXC UPRR RES (12.47S .91R) Dell A. Hunziker 38876 County Road 49 Eaton, CO 80615-9401 071118000009 S2SW4 18-7-64 (.90R) Dana A. Bowman 39250 County Road 49 Eaton, CO 80615-9414 070913000017 SW4/S2SE4 13-7-65 (2.73R) Hunter Ridge Dairy LLP 39301 County Road 49 Eaton, CO 80615-9414 070914400018 E2 E2 NE4/NE4 NE4 SE4/S2 N2 SE4 14 7 65 EXC NE4 NE4 NE4 14 7 65 ALSO EXC UND INT OG&M (2.70R) Robert Burroughs 39701 County Road 47 Ault, CO 80610-9524 91 070914100021 PT E2 14 7 65 LOT B REC EXEMPT RECX13-0031 EXC UND INT OG&M Robert Burroughs 39701 County Road 47 Ault, CO 80610-9524 070914100020 PT E2 14 7 65 LOT A REC EXEMPT RECX13-0031 EXC UND INT OG&M Jamie Curtis & Brittany Nicole Standiferd 22758 Highway 14 Ault, CO 80610-9565 07091 1000005 13980 S2/NE4 11-7-65 EXC HWY BK 1301 REC 2253241 & BK 1301 REC 2253242 ALSO EXC UPRR CO RES(8RIOD) Marlene S. Elder Trust 20725 State Highway 14 Ault, CO 07091 1000004 13981 NW4 11 7 65 UNIT #16-A (1R) Elaine Altergott 21982 County Road 84 Ault, CO 80610-9514 070910000013 PT NE4 10-7-65 & PT SE4 3-7-65 LOT B CORR REC EXEMPT RE -1485 (1.19R) George I. Kuehster 421 Willow Ave. Eaton, CO 80615-9075 070910000012 13979 N2NW4 10-7-65 (3R 4SHT) Podtburg Dairy Limited Partnership LLLP 45490 County Road 39 Pierce, CO 80650-9503 070904400003 PT SE4 4-7-65 LOT A REC EXEMPT RECX16-0092 Brennen R. & Nicole L. True PO Box 207 Lucerne, CO 80646 070903000043 PT SW4 3-7-65 LOT B AMD REC EXEMPT RE -1996 (.50R.11D) Craig R. Simpson 10100 S. Brown Rd. Oak Grove, MO 64075-7285 070903000044 PT SW4 3-7-65 LOT B AMD REC EXEMPT PT SW4 3-7-65 LOT C AMD REC EXEMPT RE -1996 (1.38R.53D) RE -1996 (.50R.11D) Craig R. Simpson 10100 S. Brown Rd. Oak Grove, MO 64075-7285 070903000041 PT S2NW4 3-7-65 LOT A REC EXEMPT RE -2662 (.56R) George M. Tateyama 41518 County Road 43 Ault, CO 80610-9536 070904100028 PT NE4 4-7-65 BEG AT NE COR THN W2637' TO N4 COR S2598.52 TO CENTER 4 CORE 2637' TO E4 COR NOD02'W 2598.52' TO POB Ellis H. Isakson 20532 County Road 86 Ault, CO 80610-9512 055133400011 PT SE4 33 8 65 LOT D REC EXEMPT RE -4559 Mark E. Reifenrath 3408 Richards Lake Rd. Fort Collins, CO 80524-9476 055133000017 PT SW4 33-8-65 LOT B REC EXEMPT RE -2338 EXC SE -721 DESC AS BEG SW COR NO I D34'W 847.24' N88D25'E 46.68' S02D0'E 63.71' TH ALG CURVE 855.88' (R=1380.31' C/A=35D31' CHORD=S40D40'E 842.24') NOD 12'E 175.39' N87D 14'E 177.94' S0D18'E 332.58' N89D47'W 7 Ellis H. Isakson (1/2 Interest) 20532 County Road 86 Ault, CO 80610-9512 055133000016 PT SW4 33-8-65 BEG S4 COR SEC N89D47'W 315.69' TO TPOB CONT N89D47'W 392.41' N01D55'E 108.20' TH ALG CURVE 490.29' (R=1510.83' CIA= 18D35' CHORD=N51D05'E 488.14') S0IDI4'E D 14'E 416.33' TO TPOB AKA LOT A REC EXEMPT RE -2338 (.27R) Dean S. Woods 20433 County Road 86 Ault, CO 8061-9511 92 055133000018 PT SW4 33-8-65 BEG SW COR SEC N01D34'W 847.24' N88D25'E 46.68' S02D0'E 63.71' THE ALG CURVE 855.88' (R=1380.31' C/A=35D31' CHORD=S40D40'E 842.24') NOD 12'E 175.39' N87D14'E 177.94' SOD 18'E 332.58' N89D47'W 754.77' TO BEG SUB EXEMPT SE -721 (1.1OR) Karl E. Isakson 20119 County Road 86 Ault, CO 80610-9511 055132100002 PT SE4 32-8-65 LOT B REC EXEMPT RECX15-0001 City of Thornton 9500 Civic Center Dr. Thornton, CO 80229-4326 055132400052 PT SE4 32-8-65 LOT A REC EXEMPT RECX15-0001 Eric John Wernsman 16493 Essex Rd. S. Platteville, CO 80651-9328 055132400051 PT SW4SE4 32-8-65 LOT B AMD REC EXEMPT RE -3544 Kevin M. Hettinger 19753 County Road 86 Ault, CO 80610-9605 055132400050 PT SW4SE4 32-8-65 LOT A AMD REC EXEMPT RE -3544 Barbara E. Maag 19749 County Road 86 Ault, CO 80610-9605 055132100002 PT SE4 32-8-65 LOT B REC EXEMPT RECX15-0001 City of Thornton 9500 Civic Center Dr. Thornton, CO 80229-4326 055132000036 14737-A A TRACT OF LAND IN W2NE4 & E2NW4 32 8 65 COMM AT NE COR OF SEC THENCE N89D57'W 1325.64' TO TRUE POB SO 1 D 19'E 2601.01' N89D50'W 1321.62' N89D50'W 495.25' TO E RW LN OF THE COLLINS DITCH THENCE N01D24'W 138.53' N04D12'W 36.39' N14D05'W 405.48' NO 1 Raymond Mowery 19450 County Road 88 Pierce, CO 80650-9107 055129000030 14724-B PT SW4 29 8 65 PARCEL LYING E COLLINS LATERAL AS DESC IN BK 687 REC #1609342 03-19- 73 (63.9A MIL) EXC UPRR RES C.R. & Erna M. Tucker Living Trust 43550 County Road 39 Pierce, CO 80650-9103 055129300015 PT SW4 29 8 65 LOT B REC EXEMPT RECX16-0102 Wade W. Johnson 19255 County Road 88 Pierce, CO 80650-9107 055129300014 PT SW4 29 8 65 LOT A REC EXEMPT RECX16-0102 Sharon McKay 19195 County Road 88 Pierce, CO 80650-9107 055129300042 PT SW4 29 8 65 LOT A REC EXEMPT RE -5046 Michael Lee Schemm 19089 CR 88 Pierce, CO 80650-9112 055132200003 PT NW4 32 8 65 LOT A REC EXEMPT RECX15-0006 City of Thornton 9500 Civic Center Dr. Thornton, CO 80229-4326 055129300037 PT SW4 29-8-65 LOT A REC EXEMPT RE -4191 Gloria Blumanhourst Doak 19055 County Road 88 Pierce, CO 80650-9112 055129000035 PT SW4 29-8-65 LOT A REC EXEMPT RE -2701 (.29R) Carlos Bonilla 36376 Mason View Rd. Eaton, CO 80615-9566 93 055129000032 14724-C PT SW4 29-8-65 BEG SOD08'E 1317.96' FROM NW COR OF SW4 S0D08'E 187.19' N89D41'E 349.06' NOD09'W 190.51' S89D08'W 349.06' TO BEG L -C REC EXEMP #RE 167 (.12R) Carlos Bonilla -Ramos 36376 Mason View Rd. Eaton, CO 80615-9566 055129300041 PT SW4 29-8-65 LOT B REC EXEMPT RE -4800 C.R. & Erna M. Tucker Living Trust 43550 County Road 39 Pierce, CO 80650-9103 055129300040 PT SW4 29-8-65 LOT A REC EXEMPT RE -4800 C.R. & Erna M. Tucker Living Trust 43550 County Road 39 Pierce, CO 80650-9103 055129300041 PT SW4 29-8-65 LOT B REC EXEMPT RE -4800 C.R. & Erna M. Tucker Living Trust 43550 County Road 39 Pierce, CO 80650-9103 055129200021 PT NW4 29 8 65 LOT D REC EXEMPT RECX17-0029 EXC UPRR RES C.R.Tucker Living Trust 43550 County Road 39 Pierce, CO 80650-9103 055120000007 14684 W2 20 8 65 (8R) LDS Church 50 E. North Temple FL 22 Salt Lake City, UT 84150-3620 055119400009 PT S2 19-8-65 LOT A REC EXEMPT RE -1256 Harley G. Babb 44511 County Road 39 Pierce, CO 80650-9502 055117000013 14672 SW4 17-8-65 EXC UPRR RES (4R) LONGS PEAK DAIRY LLC 45490 County Road 39 Pierce, CO 80650-9503 055118000034 PT S2SE4 18-8-65 LOT B REC EXEMPT RE -987 LONGS PEAK DAIRY LLC 45490 County Road 39 Pierce, CO 80650-9503 055118200006 PT NW4/SW4 18-8-65 LOT D REC EXEMPT RECX13-0108 LONGS PEAK DAIRY LLC 45490 County Road 39 Pierce, CO 80650-9503 055118300001 PT SW4 18-8-65 LOT C REC EXEMPT RECX13-0108 Devin M. Wilson 18321 County Road 92 Pierce, CO 80650-9507 0551180000000003 14675 SW4SW4 18 8 65 EXC OG&M (9RES 1R) Jason R. Ball 18069 County Road 92 Pierce, CO 80650-9507 055118200004 PT NW4 18-8-65 LOT A REC EXEMPT RECX13-0108 Curtis Martinez PO Box 5 Pierce, CO 80650-0005 055107000003 14645 PT W2 7 8 65 AS IN BK 1617 PG 174 (HOT PLANT) EXC UPRR RES (3R) Weld County Engineering PO Box 758 Greeley, CO 80632-0758 055312000008 18746A E2 12 8 66 EXC E740' NE4 (45A) (6R8S) RC Land, Inc. 13415 County Road 88 Pierce, CO 80650-9308 055301000010 18704 SE4 1 8 66 EXC UPRR RES (4R) Weld County 1150 O St. Greeley, CO 80631-9596 055302000013 18710 N2SE4 2 8 66 (1R) Alvan James Shipps PO Box 121 Nunn, CO 80648-0121 94 055302000014 18709 S2NE4 2 8 66 (1R) Northern Land LLC 2320 Emerald St, Loveland, CO 80537-201 1 055302200007 PT NW4 2-8-66 LOT B AMD REC EXEMPT AMRE-3295 (1.20R) 8298 LLC 2770 Arapahoe Rd, Ste. 132 Lafayette, CO 80026-8016 045535300019 PT W2SW4 35-9-66 LOT B RECORDED EXEMPTION RE -3401 (.51 R) Jesse Lee Johnson 16225 County Road 98 Nunn CO 80648-8708 045535200030 PT NW4 35-9-66 LOT A CORR REC EXEMPT RECX15-0082 Leon A. Bajala 7145 Brittany Dr, Fort Collins, CO 80525-6958 045534000004 PT E2NE4 34-9-66 LOT B REC EXEMPT RE -2757 (2.32R) Taunya Crews 15754 County Road 100 Nunn, CO 80648-9709 045534000003 PT E2NE4 34-9-66 LOT A REC EXEMPT RE -2757 (.39R) David TG Sunagawa 45-444 Kulauli St. Kaneohe, HI 96744-2815 045534000001 PT W2NE4 34-9-66 LOT A REC EXEMPT RE -2721 (.39R) Raymond Peterson 15656 County Road 100 Nunn, CO 80648-9709 045527000036 19230A PT S2 27 9 66 BEG 28'W OF S4 COR NLY 230' ELY 116' NLY 204.36' ELY 440' SLY 434.36' WLY 556' MIL TO BEG EXC UPRR RES Benjamin A. Erickson 15509 County Road 100 Nunn, CO 80648-9709 045527400042 PT S2 27-9-66 LOT A REC EXEMPT RE -3400 (.54R) Drew D. Coombs 15639 County Road 100 Nunn, CO 80648-9709 045527000028 19229 NE4 27 9 66 EXC UPRR RES (2R) Dennis G. Devore 353 Dakota Cir. Grand Junction, CO 81507-2616 045522400012 E2SE4 22 9 66 (2R) Daniel W. Haberman 50008 County Road 31 Nunn, CO 80648-9728 045522000014 ALL 22-9-66 EXC E2E2 ALSO EXC PT S2S2 22-9-66 BEG SW COR TH N01D29'E 872.75' S88D30'E 3679.18' S0D28'W 844.15' TH S89D44'W 1358.44' TH N88D13'W 2636.29' TOPOB Ryan L. Hostetler (50%) 4754 Valley Oak Dr. Loveland, CO 80538 045515300010 19190 SW4 15 9 66 EXC UPRR RES (4R) Leroy A. Bellmore 13480 County Road 100 Nunn, CO 80648-9756 045515200005 S2NW4 15 9 66 UPPR RES (.91R) Prairie Gold LLC 13480 County Road 100 Nunn, CO 80648-9756 045515200003 PT NW4 15-9-66 LOT A REC EMEMPT RE -3866 (.40R) Jesse Lee Frerichs 51746 County Road 31 Nunn, CO 80648-8708 045515200004 PT NW4 15 09 66 LOT B REC EXEMPT RE -3866 (.95R) Jesse Lee Frerichs 51746 County Road 31 Nunn, CO 80648-8708 95 045510300006 19174 SW4 10 9 66 (4R) Western States Research LLC C/O Kit Martin PO Box 15206 Cheyenne, WY 82003 045509400005 19169 S2 9 9 66 EXC 50A DOVER RES AS IN BK 374 PG 126 EXC UPRR RES (7R) Rouse Farms CO 15627 County Road 108 Nunn, CO 80648-9603 045509300004 19170A DOVER RES SW4 9-9-66 Rouse Farms CO 15627 County Road 108 Nunn, CO 80648-9603 045509000003 19170 N2 9-9-66 EXC UPRR RES (11 R) Rouse Farms CO 15627 County Road 108 Nunn, CO 80648-9603 045504000001 19148 ALL 4 9 66 EXC SE4SW4 (17R) DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 030133000003 19631 ALL 33 10 66 EXC UPRR RES (18R) DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 030128000002 19622 S2 28 10 66 (10R) DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 030128000001 19621 N2 28 10 66 (12R) DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 030121000002 19607A ALL 21 10 66 EXC UPRR RES (20R) United States of America 2850 Youngfield St. Lakewood, CO 80215-7210 030120400014 E2SE4 20-10-66 Cassandra A. Williams 168 N David Dr, Palatine, IL 60074-5653 030120300001 PT S2SW4 20 10 66 LOT A REC EXEMPT RECX16-0013 Donald Lynn Gardner 51 1-25 Service Rd. Cheyenne, WY 82007-9748 030120400020 W2SE4 20-10-66 Work Product LLC 202 Cleopatra St. Fort Collins, CO 80525-7069 030120100019 S2NE4 20-10-66 Work Product LLC 202 Cleopatra St. Fort Collins, CO 80525-7069 030120200016 E2NW4 20-10-66 Edward I Hudachek 1 Hill Ln. Scott Township, PA 18411-7799 030120100018 N2NE4 20-10-66 Joseph E. Miller 850 Longspur St. Loveland, CO 80538-5634 030117400008 S2SE4 17-10-66 EXC UPRR RES (1.21R) Janet Sue Bachtel Trust 460 W 100TH PL Northglenn, CO 80260-6008 030117400009 N2SE4 17-10-66 EXC UPRR RES (1.21R) William Neidig PO Box 1531 Broomfield, CO 80038-1531 96 030117100006 19596 NE4 17 10 66 EXC UPRR RES (14R) DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 030109000002 PT 8-10-66 LYING E HWY 85 & ALL 9- 10-66 EXC BEG NW COR SEC 9 S89D50'E 2679.75' SOD12'E 980.69' N89D43'W 3614.66' N04D21'E 957.26' N88D57'E 858.57' TO POB GMS Land & Cattle Company LLC 219 Palm Springs Ave. Cheyenne, WY 82009-6105 030105000015 19571 SEC 5 10 66 EXC THAT PT LYING W OF US HWY #85 ALSO EXC A PARCEL OF LAND DESC IN BK640 REC #1561646 (31.25R) Michael S. Franklin 14250 County Road 120 Carr, CO 80612-9110 020332000005 19704 NE4 W OF HWY 32 11 66 & E2SE4!SW4SE4/SE4SW4 W OF HWY JEM RANCH INC PO Box 546 Evansville, WY 82636-0546 020329000007 19695 E2 29 11 66 EXC 10A IN NW COR NE4 DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 020329100014 PT NE4 29-11-66 LOT B REC EXEMPT RE -823 (.81R) Leo K. Wardman 8118 Ketcham Rd. Cheyenne, WY 82009-8810 020320000005 19678 E2SW4/W2SE4 20 11 66 (16R) Pamela Heschke 8118 Ketcham Rd. Cheyenne, WY 82009-8810 020320100007 19681A NE4 20 11 66 Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 020320200008 19680 PT NW4 20 11 66 BEG AT 80 RD LN ON E SIDE RD N PAR TO RD 32 RDS EIO RDS S32 RDS W10 RDS TO BEG Lola C. Griswold 908 N Screenland Dr. Burbank, CA 91505-2811 020321000002 19682 ALL 21 11 66 (4R) Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 020316000001 19670A SEC 16 11 66 (3R) Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 .0020309000002 19649 ALL 9 11 66 Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 020304000001 19641 W2W2 4 11 66 Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 004933100004 19740 ALL 33 12 66 Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 97 004932000004 19739 SE4/W2 32 12 66 Lazy D Grazing Association C/O Clint DePorter 12609 County Road 120 Carr, CO 80612-9106 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Cheyenne Connector Permanent Access Roads Tract Number Landowner(s)/ Mailing Address Property ID/ Parcel Number Legal Nearest Intersection Distance from Intersection Temp/ Perm Access PAR 001 Kerr-McGee Gathering LLC 1099 18th Street Suite 1800 Denver, CO 80202-1918 130914200033 PTNW4 14-2-66 LOT D REC EXEMPT RECX12- 0045 WCR 22 and WCR 31 7453' Perm PAR 002B Anadarko E & P Company LP PO Box 173779 Denver, CO 80217-3779 121102100003 PT N2 2-3-66 LOT A REC EXEMPT RECX13-0096 WCR 35 and WCR 38 1595' Perm PAR 003 Anadarko E & P Company LP PO Box 173779 Denver, CO 80217-3779 121102100003 PT N2 2-3-66 LOT A REC EXEMPT RECX13-0096 Perm PAR 004 Richard A. Walters 18850 County Road 49 La Salle, CO 80645.-9506 105331200025 N2NW4 31-4-64 LOT B REC EXEMPT RE -2435 WCR 40 and Highway 49 1541' Perm PAR 005 Cynthia Padilla 3824 Tumbleweed Dr Evans, CO 80620-9110 and Raymond & Alice 5chmier 6835 S. Penrose Ct Centennial, CO 80122 and Vernon Schmier 20697 CR 39 La Salle, CO 80645 096332000004 9536 W2W2 32 5 64 WCR 51 and WCR 50 2609' Perm PAR 006 Shaun C. Hafley 23704 County Road 70 Eaton, CO 80615-9316 080313100053 PT NE4 13-6-65 LOT B REC EXEMPT RECX16-0169 WCR 70 and WCR 49 775' Perm PAR 007 Ciarold T. McWilliams Liv Trust & Suzanne L. McWilliams Liv Trust 15659 County Road 98 Nunn, CO 80648-9708 045534000043 19551-D PT SE4 34 9 66 BEG SE COR OF SEC W1667.01'NOD17'W 335.84' E450.18' N2315.5' TO N LINE OF SE4 N89D30'E 1201.51' TOE LINE OF SE4 S0D22'E 2641.15' TO BEG (2.94R 5D) WCR 98 and WCR 33 500.39' Perm PAR 008 DCP Lucerne 2 Plant LLC ATTN: Property Tax 370 17th St. STE.2500 Denver, CO 80202 096331400003 PT SE4 31 5 64 LOT B REC EXEMPT RECX12-0034 WCR 51 and WCR 50 1482' Perm PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JAA 1000 2000 LINETYPE5• C_ PRCF'C'SED PIPELINE PROPOSED BORC'H0D PROPcsC1PC11l CSIAT PROPc$r' Tr'.IP ..t7R-(SP:7; PROPCSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ACC:MS ROAD SrrTInN IIJr PROPERTY LINE C=INTERLNE OF ROAD - CL PROPOSED 36" PIPELINE CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL USM 216 WEST STH AVENUE STILIANATER, OK 74074 PHONF: td( }3/7-0000 FAX: @CAS)rico CHEYENNE CONNECTOR PIPELINE, INC. s'fiti'd:tiN ;X)RIX)Y ST.1.AKLl1'(X)L'. CO. a022g PE [ONE: 303198D -6D2.9 RRA:N ICY DR.!AI l0. I IFC.-fl FY ;HECC=? ME PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C r vTCEsi JLP N.T.S. 0083 -NF SHEET NO. 001 OF O38 UNIVERSAL SUNIIE IIM S MAPPINIM LLC NCI DA I= CHI) API'. R=c;C,R IP-ION f��l14�61•�Rl�! ti ;. .: D\:O t 5815 -AR -001 100 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JA); LINETYPE5 C_ PRCF'CSED PIPELINE PROPOSED BORC'HOD PROPCZE2.P0119 CSIAT PROPc$r' Tr'.IP ..t7R-(SP:7; PROPCSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ACC:MS ROAD SrrTInN IIJr I •c 2018 Micro ft Corporation 2018 [)i gita IG CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL CIUNIVERSAL SUMWV1PM II MBpPia LLe USM 216 WEST STH AVENUE STILIANATER, OK 74074 PHONF: td( }3/7-0000 FAX: @CAS)rico ONES (2018) Distri bL ti xn Airbus. DS ti©© 2O18 HERE A CHEYENNE CONNECTOR PIPELINE, INC. s'fiti'd:tiN ;X)RIX)Y ST.1.AKLl1'(X)L'. CO. a0228 PE [ONE: 303198D -6D2.9 RRA:N ICY DR.!AI l0. I IFC.-fl FY ;HECC=? ME PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C r vTCEs} JLP N.T.S. 0O83 —NF SHEET NO. 028 OF O38 PROPERTY LINE C=INTERLNE OF ROAD r=r•;;t NCI DA I= CHI) API'. R=c;C,R IP-ION f��l14�61•�Rl�! ti ;. .: Dy.:c : 5815 -AR -O01 'u5 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JtA 1000 2000 LINETYPES. C_ PRCF'C'SED PIPELINE PROPOSED BORC'H0D PROPcsC1PCrw CSIAT PROPc$r' Tr'.IP ..t7R-(SP:'; PROPOSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ACC:MS ROAD SrrTInN uir PROPERTY LINE HD:I rACL' 04JR' r ' PJ[-r CC CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL USM UNIVERSAL SUNIIE IIM S MAPPINIM LLC 216 WEST STH AVENUE STILIA NATER, OK 74074 PHONF: t4O ) J /7-0000 FAX: @CAS) 3 f'7-IXO2 CL PROPOSED 36" PIPELINE CHEYENNE CONNECTOR PIPELINE, INC. 33fiti \JAN ;)€)RI)4)Y- ST.1.AKLl1'(X)L'. CO. a022g P[ [ONE: y303198D-6D2.9 hU DA I= I) API'. DR?. ICY DR.l0. I IFC.-fl FY fa -EC -SE? ?dam PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C r vrrrt R=c;C,R IP-I flN JLP N.T.S. 0083 -NF SHEET NO. 005OF O38 C=INTERLNE OF ROAD Are., fN�l14�61•�Rlr! ti ;. .: D\tO . 5815 -AR -001 101 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO 1000 2000 LINETYPE5 C_ FRCP:JSED PIPELINE PROPOSED BORC'MOD PRoPcsr . rrw CSIAT PRnPc$r' Tr 'MP :.OR -CSR"; PRCOPCSE> kT.'11.$. PRoPCSE:.• FA3RIC 4.TION PROPOSCD -\Nt!1E! ROAD srrTInNJ IIJr PROPERTY LINE C=INTERLINE OF ROAD 2018 Microsoft Corporation © 2018 DigitalGlob Y CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL CIUNIVERSAL SUMWV1PM II MBpPia LIM USM 216 WEST STH AVENUE STILLWATER: C►K 74D74 PHONF: (4131/45):3 /7-0O0O FAX: @O) 3 /7-C 02 CL PROPOSED 33° PIPELINE TAR -r0:_ 18) Distribution Airbus DS 2018 HERE CHEYENNE CONNECTOR PIPELINE, INC. ()C)RUX:N. ST. 1.AKL .\'(JC)L'. CO. a022g P[ ONE: y3C:31 9SCrAP29 N U. DA I 3Y CH'IS API'. :VFRY DR. JAI )KE ;HEC-SE )ICE PLOT DATE SCALE `RC'JE CTI DN REVISIONS INN C r.\Tq R=c;QR IP—I^iN f��l14�61•�Rlr! ti ;. .: VAA ULP ran Wan N.T.S. 0083 -NF Egla D\:O t 5815 -AR -001 SHEET NO. 010 OF O38 102 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JAA LINETYPES• C_ PRCF'C'SED PIPELINE PROPOSED BORC'H0D PROPcsC1PC11l CSIAT PROPc$r' Tr'.IP ..t7R-(SP:7; PROPCSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ACC:MS ROAD SrrTInN IIJr PROPERTY LINE C=INTERLNE OF ROAD CL PROPOSED 33" PIPELINE CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL USM 216 WEST STH AVENUE STILIANATER, OK 74074 PHONF: td( }3/7-0000 FAX: @CAS)rico CHEYENNE CONNECTOR PIPELINE, INC. s'fiti'd:tiN ;X)RIX)Y ST.1.AKLl1'(X)L'. CO. a022g PE [ONE: 303198D -6D2.9 rtRA:N ICY DR.!AI l0. I IFC.-fl FY ;HECC=? ME PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C r vTCEsi JLP N.T.S. 0083 -NF SHEET NO. 013 OF O38 UNIVERSAL SUNIIE IIM S MAPPINIM LLC NCI DA I= CHI) API'. 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R=c;C,R IP-I flN Are., air c&'.c t 5815 -AR -D01 104 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Temporary Access Roads Tract Number Landowner(s)/ Mailing Address Property tar Parcel Number Legal Nearest Intersection Distance from Intersection TAR 001 Cannon Land Company 3333 S. Wadsworth Blvd„ Ste D-208 Lakewood, CO 80227 130911300007 PT S2SW4 11-2-66 LOT B AMD CORR REC EXEMPT RE -1474 (.46R) WCR 22 and WCR 31 7948' TAR 002 Cannon Land Company 3333 S. Wadsworth Blvd„ Ste D-208 Lakewood, CO 80227 130911300007 PT S2SW4 11-2-66 LOT B AMD CORR REC EXEMPT RE -1474 (.46R) WCR 22 and WCR 31 8980' TAR 003 Anadarko E & P Company LP PO Box 173779 Denver, CO 80217-3779 and Barclay Farms LLC 13017 County Road 30 Platteville, CO 80651 and Canon Land Company 121134000008 and 121134000009 16681 SE4 34-3-66 (4R6D) 15725 26 CR WELD 80651!16680 NE4 34-3-66 (4R) WCR 26 and WCR 31 5330' TAR 004 Cannon Land Company 3333 S. Wadsworth Blvd,, Ste D-208 Lakewood, CO 80227 121135000003 SW4, of S35, T3, R66 WCR 26 and WCR 31 6051' TAR 005 Niles Miller Family Farms, LLC and Diane K. Brown (daughter) 615 Lippitt Ave. Johnstown, CO 80534 121135000002 W2, NW4, W2, E2, NW4 of S35, T3, R66 WCR 28 and WCR 31 5508' TAR 006 Bradley Alan Beierle PO Box 387 Platteville, CO 80651-0387 121126000001 W2, of S26, T3, R66 WCR 28 and WCR 31 5564' TAR 007 Melba L. Farley Trust PO Box 363 Platteville, CO 80651 121123000017 W2, SW4 of S23, T3, R66 WCR 32 and WCR 33 5444' TAR 008 Joseph F. Kuntz PO Box 405 Platteville, CO 80651-0405 and 3207 70th Ave Cireeley, CO 80634 121123000036 W2NW4 S23, T3, R66 WCR 32 and WCR 33 2131' TAR 009 Richard Ferge 15426 County Road 33 Plattevillle, CO 80651-8309 121114300043 W2SW4 ofS14, T3. R66 WCR 32 and WCR 33 1011' 106 TAR 010 Michael A. Carmichael PO Box 1338 Platteville, CO 80651-1338 and Roy W Murray Jr 15508 County Road 35 Platteville, CO 80651-8412 121114000036 and 121114100007 SE4 ofS14, T3, R66, Lot B I NE4 14-3-66 WCR 34 and WCR 35 2617' TAR 011 Alan & Dorothy Brotemarkle Living Tnist and Dorothy Brotemarkle Brad Brotemarkle (son & tenant) 304 Division Blvd. Platteville, CO 80651-7517 1211 13000017 16574 SW4 13 3 66 EXC UPRR CO RES (4R6D) 17169 32 CR WELD 00000 WCR 32 and WCR 35 2607' TAR 012 Roy Williams Murray, Jr., Family Trust? Jody Murray 15508 County Road 35 Platteville, CO 80651-8412 1211 13000026 W2N2 of S13, T3, R66 WCR 34 and WCR 35 2617' TAR 013 Alpha Energy Group 245 E 54th St. Apt 5M New York, NY 10022-4707 1211 12000006 ALL SEC 12 3 66 WCR 34 and WCR 35 0.00 TAR 014 Alpha Energy Group 245 E 54th St. Apt 5M New York, NY 10022-4707 1211 12000006 ALL SEC 12 3 66 WCR 35 and WCR 36 192' TAR 015 Rocky Mountain Farms, LLC 17978 County Road 39 Platteville, CO 8065.1-8411 121101300002 S12 of Sl, T3, R66 WCR 35 and WCR 36 1770' TAR 016 Rocky Mountain Farms, LLC 17978 County Road 39 Platteville, CO 8065 1-841 1 and Ludwig Family Farms 18010 County Road 38 Platteville, CO 8065.1-8410 121101300002 Si'2 ofSl, T3, R66 i' N2 ofS1, T3, R66 WCR 35 and WCR 36 2595' TAR 018 Ludwig Family Farms, LLC 18010 County Road 38 Platteville, CO 80651-8410 121101100001 N2 ofSl, T3, R66 WCR 39 and WCR 38 5299' TAR 019 William W. Ray Trust 17376 County Road 46 La Salle, CO 80645-8720 105532000007 12039 SE4 32 4 65 (2D) WCR 38 and WCR 39 3457' TAR 020 William W. Ray Trust 17376 County Road 46 La Salle, CO 80645-8720 105533000004 12045 W25W4/W2E25W4 33 4 65 EXC UPRR RES (1.58) WCR 38 and WCR 43 3292' TAR 021 FRICO 80 S. 27th Ave Brighton, CO 80601 and Robert Andersen 18213 County Road 43 La Salle, CO 80645-9409 105533000085? 105533000006 12043-A N2SE4/N2S2SE4/E2E2SW4 33 4 65/12044 5252SE4 33 4 65 EXC UPRR CO RES WCR 38 and WCR 43 1758' TAR 022 William Alan Oster 18844 County Road 43 La Salle, CO 80645 and Beaman Trust 21601 County Road 40 La Salle, CO 80645.-9411 105534000011 12051 NW4 34 4 65 (4R) WCR 40 and WCR 43 2601' TAR 023 Charles J Beaman Revocable Living Trust 21601 County Road 40 La Salle, CO 80645.-9411 105534100014 PT NE4 34-4-65 LOT B AMEND REC EXEMPT AMRE-1648 (1.30R) WCR 40 and WCR 45 0.00 107 TAR 024 Joseph F. & Dorothy J. Mark 22264 County Road 40 La Salle, CO 80645-9514 and Edward E. & Dru E. Mark 22264 County Road 40 La Salle, CO 80645-9514 105535000015 PT 35-4-65 LOT B REC EXEMPT RE -1278 EXC UPRR RES (7.82R18D) WCR 40 and WCR 45 992' TAR 025 State of Colorado 1 127 N. Sherman St Suite 300 Denver, CO 80203-2398 105536100004 ALL SEC 36 4 65 EXC WCR 40 and WCR 43 2683' TAR 026 Prairie Land and Cattle LLC 15336 County Road 20 Ft. Lupton, CO 80621-9124 105330300007 W2SW4 30-4-64 EXC / 8931 E2SW4 30 4 64 WCR 40 and WCR 43 1626' TAR 027 Prairie Land and Cattle LLC 15336 County Road 20 Ft. Lupton, CO 80621-9124 105330200009 NW4 30-4-64 WCR 42 and WCR 43 1762' TAR 028 Dorothy M Frick 21879 County Road 51 Kersey, CO 80644-9017 105318100005 PT NE4 18 4 64 LOT B REC EXEMPT RE -5119 WCR 5l and WCR 44 3396' TAR 029 Allen Muirhead 24690 County Road 46 LaSalle, CO 80645-8917 105318000031 PT NE4 18-4-64 LOT B REC EXEMPT RE -1649 (1.088) WCR 46 and WCR 51 603' TAR 030 Isabel C Franklin 122 Diamond Ln. Gunnison, CO 81230-3706 105307400010 PT SE4 4-4-64 LOT B REC EXEMPT RECX15-0152 WCR 46 and WCR 51 2145' TAR 031 Isabel C Franklin 122 Diamond Ln. Gunnison, CO 81230-3706 105307400010 PT SE4 4-4-64 LOT B REC EXEMPT RECX15-0152 WCR 48 and WCR 51 3892' TAR 032 Dietrich Family LLLP 6219 Ashcroft Rd Greeley, CO 80634-8704 1053070000451 105.307000043 PT W2NE4 7-4-64 LOT B REC EXEMPT RE -2547 (.71R)/E2NE4 7-4-64 EXC UPRR RES (3R3D) WCR 48 and WCR 51 2011' TAR 033 Dietrich Family LLLP 6219 Ashcroft Rd Greeley, CO 80634-8704 105306000023 PT SE4 6-4-64 LOT B REC EXEMPT RE -994 (2,46R3D) WCR 46 and WCR 51 2011' TAR 034 Wilmoth Farms 3-W LLC c/o Farmers National Company PO Box 542016 Omaha, NE 68154-8016 and c/o Robert Wilmoth 9711 Mountainview Rd., Unit 1500 Scottsdale. AZ 85258 and 206 South 13th Street, Suite 1425 Lincoln, NE 68508 105306100036 PT NE4 6-4-64 LOT B REC EXEMPT RE -3317 (2.93R) ALSO EXC OCi&M WCR 48 and WCR 51 2671' TAR 035 Wilmoth Farms 3-W LLC c/o Farmers National Company PO Box 542016 Omaha, NE 68154-8016 and c/o Robert Wilmoth 9711 Mountainview Rd., Unit 1500 Scottsdale. AZ 85258 and 206 South 13th Street, Suite 1425 Lincoln. NE 68508 105305000017 8830 PT W2W2NW4NE4 5 4 64 & PT NE4NW4 WCR 50 and WCR 51 1074' 108 TAR 036 Jimmie H Cross Living Trust 24891 County Road 53 Kersey, CO 80644-8803 and Todd A Loose PO Box 418 Kersey, CO 80644-0418 and Daniel Scott Malpiede 25871 County Road 52 Kersey, CO 80644-8814 096332000056 and 096332000045 and 096329400065 and 096332000044 9533-C E2NW4 LYING N & E OF GILMORE CANAL 32 5 64 TOGETHER WITH N60' OF S2NE4 / PT S2SW4SE4 29-5-64 LOT A REC EXEMPT RE -826 (.91R)/ 9531-J NW4NE4 32 5 64 I 9531 NE4NE4 32 5. 64 WCR 53 and WCR 52 2594.00 TAR 037 Miller HFI LLC 1935 65th Ave. #1 Greeley, CO 80634 96329300002 and 96329000063 PT N2SW4 29-5-64 LOT B REC EXEMPT RE -3170 (.43R) ' 9526-A S2NW4 29 5 64 (1R) WCR 51 and WCR 54 1,669.69' TAR 038 Miller HFI LLC 1935 65th Ave. #1 Greeley, CO 80634 096329000063 9526-A S2NW4 29 5 64 (IR) WCR 51 and WCR 54 1339' TAR 039 Elillas Ybarra 1500 Ash Ave. Greeley, CO 80631 and Larry 1. Miller 25596 CR 54 114 Kersey, CO 80644-9736 096329000052 and 096320300024 PT N2NW4 29-5-64 LOT A CORR REC EXEMPT RE- 784 (.89R.04S) / PT SW4 20-5-64 LOT B REC EXEMPT RE -2166 (.57R) WCR 54 and WCR 51 0.00 TAR 040 Jimmy Shawcross 25187 County Road 54 1/4 Kersey, CO 80644-9734 and Larry l Miller 25596 CR 54 114 Kersey, CO 80644-9736 096320000055 and 096320300024 PT SW4 20-5-64 LOT A REC EXEMPT RE -756 ? PT SW4 20-5-64 LOT B REC EXEMPT RE -2166 (.57R) WCR 54 and WCR 51 1376' TAR 041 Gary Alles 26285 County Road 47 Greeley, CO 80631-9766 096320000054 9123-A ALL THAT PT SW4 20 5 64 LYING S OF UPRR R!W & N OF CO RD 54 114 (5 D 6R) WCR 54 and WCR 51 1546' TAR 042 Janet K. & Edward D. Schmidt PO Box 480 Kersey, CO 80644 096320200019 PT N W4 20-5-64 LOT B REC EXEMPT RE -1845 (4,79R3RR) WCR 54 and WCR 51 2188' TAR 043 Janet K. & Edward D. Schmidt PO Box 480 Kersey, CO 80644 096320200019 PT NW4 20-5-64 LOT B REC EXEMPT RE -1845 (4,79R3RR) State Highway 34 and WCR 51 1252' TAR 044 Cecil Kersey Farm LLC 1639 35th Ave Court Greeley, CO 80634-2813 096317300009 PT SW4 17 5 64 LOT D REC EXEMPT RECX14-0088 State Highway 34 and WCR 51 0.00' TAR 045 Cecil Kersey Farm LLC 1639 35th Ave Court Greeley, CO 80634-2813 and Colin Davies 1639 35th Ave Court Greeley, CO 80634-2813 096317300009 PT SW4 17 5 64 LOT D REC EXEMPT RECX14-0088 WCR 51 and State Highway 34 302' TAR 046 Cecil Kersey Farm LLC 1639 35th Ave Court Greeley, CO 80634-2813 and M&M Excavation 25490 County Road 58 Greeley, CO 80631-9750 and Gabriel Rocha 703 Woodruff St. Fort Lupton, CO 80621 096317300009 and 096317200002 PT SW4 17 5 64 LOT D REC EXEMPT RECX14-0088 / E2NW4 17-5-64 LOT B REC EXEMPT RE -4762 WCR 51 and State Highway 34 2,126' TAR 047 Lower Latham Reservoir 8209 W 20th Street, Suite A Greeley, CO 80634 096308000023 9004 S2/SE4NW4 8-5-64 EXC THAT PT NW4SW4 N OF PLUMB DITCH (2.41 R2D) WCR 51 and WCR 58 1,273.89' 109 TAR 048 Lower Latham Reservoir 8209 W 20th Street, Suite A Cireeley, CO 80634 096308000023 9004 S2/SE4NW4 8-5-64 EXC THAT PT NW4SW4 N OF PLUMB DITCH (2.41 R2D) WCR 51 and WCR 58 1273.89' TAR 049 Lower Latham Reservoir 8209 W. 20th Street, Suite A Cireeley, CO 80634 096308000023 9004 S215E4NW4 8-5-64 EXC THAT PT NW4SW4 N OF PLUMB DITCH (2.41 R2D) WCR 51 and WCR 58 2873,31' TAR Lower Latham Reservoir 96308000022 9008 SW4NW4 8-5-64 & PT WCR 51 and 3,310.83' 050 8209 W. 20th Street, Suite A NW4SW4 N & E OF WCR 58 Cireeley, CO 80634 PLUMB DITCH (.I2RID) TAR 051 Ron Baker & Marsha Baker Living Trust 96308000027 9009 N2NW4 8 5 64 WCR 51 and WCR 58 4,262.01' 28806 County Road 51 Greeley, CO 80631-9749 and Dorothy Jean Peterson 30584 County Road 380 Kersey, CO 80644 TAR Scout Island Farms LLC 0963050000371 8983 ALL THAT PT SW4 5 WCR 60 1/2 and 1,310' 052 PO Box 766 5 64 N OF RIVER & S OF WCR 51 Windsor, CO 80550 and 0963060000161 THE FOLLOWING DESC / 8990 PT S2SE4 6-5-64 and also WCR 51 and 7233 Whitworth Ct 096306000038/ THAT PT LYING N OF N WCR 60 1/2 Ft. Collins, CO 80528 096306000006 BANK OF SOUTH PLATTE RIVER AKA TRACT A PER DOCUMENT/ 8986 PT NW4SE4 6 5 64 BEG 18987 NW4SE4 6 5 64 EXC W662.3' OF NW4SE4 TAR Scout Island Farms LLC: 0963060000061 8987 NW4SE4 6 5 64 EXC WCR 51 and 1,106.92' 053 PO Box 766 0963060000391 W662.3' OF NW4SE4/PT WCR 60 1/2 and Windsor, CO 80550 and 096305300055 NE4SE4 6-5-64 PT LOT B RECORDED EXEMPTION and WCR 60 12 and 1,740' 7233 Whitworth Ct RE -3554 LYING IN WCR 51 Ft. Collins, CO 80528 and SECTION 6 (1R1 D)IPT S2 S- 5-64 PT LOT B RECORDED LDS Church: EXEMPTION RE -3554 50 E North Temple FL 22 LYING IN SECTION 5 Salt Lake City, UT 84150-3620 (1,3R3D TAR Ehrlich Living Trust 096305000046 W2NW4 of S5, T5, R64 WCR 51 and 1431' 054 25041 County Road 60 1/2 WCR 60 1/2 Greeley, CO 80631-9152 TAR 055 Ehrlich Living Trust 25041 County Road 60 1/2 080132000009 W2SW4 of S32, T6, R64 WCR 51 and WCR 60 1/2 2,594' Greeley, CO 80631-9152 TAR 056 J Quarter Circle Co 801 8th St. STE 220 080132000016 PT of the NW4, of 532. T6, R64 WCR 51 and WCR 62 1/2 1196' Cireeley, CO 80631-3900 TAR The Irrevocable Uhrich Family 080130400003 PT of the N2SE4 of S30, T6, WCR 51 and 1407' 057 Trust, David Alan Uhrich and R64 WCR 64 Janice Marie Carson Trustees 4040 30TH ST Greeley, CO 80634-9574 and Janice Marie Carson and David Alan Uhrich 31386 County Road 51 Greeley, CO 80631 TAR DCP Midstream 080130000047 9942-A PT W2 30 6 64PT of WCR 49 and 2601' 058 370 17th Street, Suite 2500 and the NW4 of S30, T6, R64 WCR 64 Denver, CO 80202 and 80130000025 Gerald Lee Roth 32100 County Road 49 Cireeley, CO 80631-9648 110 TAR 059 David Wayne Cogburn 32485 County Road 49 Greeley, CO 80631 080324000033 PT N2SE4 of S24, T6, R64, Lot B WCR 49 and WCR 66 1,637' TAR 060 Harriet J. Anderson 23279 County Road 66 Greeley, CO 80631-9630 080324000011 E2NE4 ofS24. T6, R65, State Highway 392 and WCR 49 1,390' TAR 061 J and L Family Farms, LLC 1781 Pioneer P1. Eaton, CO 80615-9137 080313000047 PT of the SE4 ofS13, T6, R65, Lot C WCR 49 and WCR 70 2,592.19' TAR 062 Shaun C. Hafley 23704 County Road 70 Eaton, CO 80615-9316 080313100053 PT NE4 13-6-65 LOT B REC EXEMPT RECX16-0169 WCR 49 and WCR 70 1,623.14' TAR 063 Simon Rodriguez 23757 County Road 70 Eaton, CO 80615-9316!34255 and County Road 49 Eaton, CO 80615-9301 080312000075 PT E2SE4 12-6-65 LOT A REC EXEMPT RE -2376 (.20R) WCR 49 and WCR 70 1,327' TAR 064 Vincent Holton PO Box 359 Galeton, CO 80622-0359 80312100085 and 080312400088 PT E2 12-6-65 LOT B 2ND AMD REC EXEMPT RE- 3230 (.46R 5.04D)/PT SE4 12-6-65 LOT B 2ND AMD REC EXEMPT RE -2376 WCR 49 and WCR 70 2,391.27' TAR 065 Thomas Bartels 34765 County Road 49 Eaton, CO 80615-9301 080312100083 PT E2NE4 12-6-65 LOT A AMENDED REC EXEMPT RE -3230 (.57R) WCR 49 and WCR 72 1,231' TAR 066 Bay Family Trust 36986 County Road 49 Eaton, CO 80615-9409 080301400098 and 080301400095 PT NE4 1 6 65 PT LOT D REC EXEMPT RE -4296 LYING IN S2./PT SE4 1 6 65 LOT A REC EXEMPT RE - 4296 WCR 49 and WCR 72 879' TAR 067 BOOTH LAND & LIVESTOCK COMPANY PO Box 72 Lucerne, CO 80646-0072 070936000018 14621-A PT NE4 36 7 65 EXC BEG NE COR OF SEC THENCE S532.57' W30' N31D18'W 381,14' N0D46'E 219,44' S86D49'E 225.43' TO POB (2.2R 1.81D) WCR 76 and WCR 49 940' TAR 068 BOOTH LAND & LIVESTOCK COMPANY PO Box 72 Lucerne, CO 80646-0072 070936000018 14621-A PT NE4 36 7 65 EXC BEG NE COR OF SEC THENCE S532.57' W30' N31D18'W 381,14' N0D46'E 219,44' S86D49'E 225.43' TO POB (2.2R 1.81 D) WCR 76 and WCR 49 1,048.20' TAR 069 BOOTH LAND & LIVESTOCK COMPANY PO Box 72 Lucerne, CO 80646-0072 070925200005 W2!SE4 25 7 65 (12L) WCR 49 and WCR 76 2,217' TAR 070 BOOTH LAND Sc. LIVESTOCK COMPANY PO Box 72 Lucerne, CO 80646-0072 070925200005 W2!SE4 25 7 65 (12L) WCR 49 and WCR 76 2,456' TAR 071 HUNTER RIDGE DAIRY LLP 39301 County Road 49 Eaton, CO 80615-9414 070924000008 and 070924000010 14046 N2S2 24 7 65 (1R)!14043 NE4 24 7 65 (2R3SHT) WCR 49 and WCR 76 2,581.85' TAR 072 Owl Creek Land Investments LLC 357 Red Bud Court Eaton, CO 80615 070914000023 and 070914000022 PT W2NW4 14-7-65 LOT B CORR REC EXEMPT RE- 2536 PT W2NW4 14-7-65 LOT A CORR REC EXEMPT RE -2536 State Highway 14 and WCR41 5,894' TAR 073 Carla Herold 20297 County Road 84 Ault, CO 80610-9515 070904000025 13942-A E2SW4 4 7 65 (.91R) WCR 84 and WCR 43 2628' TAR 074 Darryl Ci. & Sue A. Woods 20378 County Road 86 Ault, CO 80610-9512 070904000001 13943 NW4 4 7 65 WCR 86 and WCR 41 2,628' 111 TAR 075 City of Thornton 12450 Washington St Thornton, CO 80241 055119000004 14680 N2 19 8 65 EXC UPRR RES (8S) WCR 37 and WCR 92 2,447' TAR 076 Richard James Ball: et al 18069 County Road 92 Pierce, CO 80650-9507 055313000012 18755 SE4 13 8 66 EXC UPRR RES (SS) WCR 92 and WCR 37 1,215.11' TAR 077 Luis M. Flores Chavarria 4225 Lake Mead Dr. Greeley, CO 80634-9293 and Perla A. Luna Velasquez 47474 County Road 33 Nunn, CO 80648 055302000002 18713 N2SW4 2-8-66 (1R) WCR 33 and WCR 96 2,466' TAR 078 Ryan D. & Heather Lee Ross 56490 County Road 27 Carr, CO 80612-9008 030120300007 N2SW4 20 10 66 (.91 R) WCR 27 and WCR 114 2,615' TAR 079 Dana E. & Sarah Chamberlain 88 W High St Somersworth, NH 03878-2343 030120200007 PT W2NW4 20 10 66 LOT A REC EXEMPT RE4083 (1.67R) WCR 27 and WCR 114 5,267' TAR 080 DePorter Ranch Inc 14053 County Road 108 Nunn, CO 80648-9603 0301 17000007 19598 W2 17 10 66 EXC UPRR RES (4R) WCR 27 and WCR 118 0' TAR 081 GMS LAND & CATTLE COMPANY LLC 219 Palm Springs Ave, Cheyenne, WY 82009-6105 030108000013 19582 PT 8 10 66 LYING W OF H WY SS EXC PARCEL TO USA DESC IN BK 640 REC 1561646 EXC OG&M (6.31R) WCR 120 and WCR 27 1,930' TAR 082 Jem Ranch Inc PO Box 546 Evansville, WY and LAZY TWO RANCH LLC PO Box 546 Evansville, WY 020332000005 and 020332000004 19704 NE4 W OF HW'Y 32 11 66 & E2SE4!SW4SE4ISE4SW4 W OF HWY?19703 NW'4?NW4SE41SW4SW41N2 SW4 32-11-66 State Highway 85 and WCR 122 1,231' TAR 083 Donnal W. & Willa M. Hintergardt 61183 County Road 19,5 Carr, CO 80612-9427 020329000009 19696 W2 29 11 66 (2R) State Highway 85 and WCR 126 3,319' TAR 084 Donnal W. & Willa M. Hintergardt 61183 County Road 19,5 Carr, CO 80612-9427 020329000009 19696 W2 29 11 66 (2R) WCR 126 and State Highway 85 5764.67' TAR 085 Donnal W. & Willa M. Hintergardt 61183 County Road 19,5 Carr, CO 80612-9427 020329000009 19696 W2 29 11 66 (2R) State Highway 85 and WCR 126 3,319' TAR 086 LAZY D GRAZING ASSN 14503 County Road 108 Nunn, CO 80648-9603 020317000010 19671 ALL 17 11 66 State Highway 85 and WCR 128 2,201' TAR 087 LAZY D GRAZING ASSN 14503 County Road 108 Nunn, CO 80648-9603 020308000005 19646 NE4/S2 8 11 66 EXC TR S (12R) State Highway 85 and WCR 128 7,640' TAR 088 LAZY D GRAZING ASSN 14503 County Road 108 Nunn, CO 80648-9603 020305300016 ALL S-11-66 EXC State Highway 85 and WCR 128 12,467' TAR 089 LAZY D GRAZING ASSN 14503 County Road 108 Nunn, CO 80648-9603 020305300016 ALL S-11-66 EXC State Highway 85 and WCR 128 13,367' 112 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JAA 1000 2000 LINETYPE5• C_ PRCF'C'SED PIPELINE PROPOSED BORC'H0D PROPcsC1PC11l CSIAT PROPc$r' Tr'.IP ..t7R-(SP:7; PROPCSE> kT.'11.$. 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I IFC.-fl FY fa -EC -SE? ?dam PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C \Mr.), R=c;C,R IP-I flN f��l14�61•�Rlr! ti ;. .: Are., JAA JLP N.T.S. 0083 -NF Egla D\tO t: 5815 -AR -001 SHEET N4_ 028 OF O38 140 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JAA LINETYPE5 C_ PRCF'C'SED PIPELINE PROPOSED BORC'HOD PROPcsC1P011l CSIAT PROPc$r' Tr'.IP ..t7R-(SP:7; PROPCSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ANt!1E ROAD SrrTInN IIJr PROPERTY LINE CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL USM 216 WEST STH AVENUE STILIANATER, OK 74074 PHONF: td( }3/7-0000 FAX: @CAS)rico CHEYENNE CONNECTOR PIPELINE, INC. s'fiti'd:tiN ;X)RIX)Y ST.1.AKLl1'(X)L'. CO. a022g PE [ONE: 303198D -6D2.9 RRA:N ICY DR.!AI l0. I IFC.-fl FY ;HECC=? ME PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C r vTCEsi JLP N.T.S. 0083 -NF SHEET NO. 029 OF O38 C=P'TERLNE OF ROAD UNIVERSAL SUNIIE IIM S MAPPINIM LLC NCI DA I= CHI) API'. 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R=c;C,R IP—ION f�t•l14�61•�Rlr! ti ;. .: D\tO : -5815-AR-001 142 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JAA LINETYPE5 C_ PRCF'CSED PIPELINE PROPOSED BORC'HOD PROPcsC1P011l CSIAT PROPc$r' Tr'.IP ..t7R-(SP:7; PROPCSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ACC:MS ROAD Srr.TInN IIJr PROPERTY LINE CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL USM 216 WEST STH AVENUE STILIANATER, OK 74074 PHONF: td( }3/7-0000 FAX: @CAS)rico CHEYENNE CONNECTOR PIPELINE, INC. s'fiti'd:tiN ;X)RIX)Y ST.1.AKLl1'(X)L'. CO. a022g PE [ONE: 303198D -6D2.9 reRA:N ICY DR.!AI l0. I IFC.-fl FY ;HECC=? ME PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C r vTCEsi JLP N.T.S. 0083 -NF SHEET NO. 031 OF O38 C=P'TERLNE OF ROAD UNIVERSAL SUNIIE IIM S MAPPINIM LLC NCI DA I= CHI) API'. 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C_ PRCF'CSED PIPELINE PROPOSED BORC'H0D PROPc E:.PE l CSIAT PROPc$r' Tr'.IP ..t7R-(SPC; PROPOSE> kT.'11.$. PROPOSE:.• FA3RIC 4.TION PROPOSED ACC.L! ROAD SrrTIO)J IIJr PROPERTY LINE C=INTERLNE OF ROAD rporation © 2918 DigitalGlobe ©ONES 2018) Distributi3n Airbus DS © 201 CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL CIUNIVERSAL SUMWV1PM II MBpPia LLe USM 216 WEST STH AVENUE STILIANATER, OK 740721 PHONF: t4O ) J /7-0000 FAX: .140) 3 /7-IXO2 CHEYENNE CONNECTOR PIPELINE, INC. 33fiti \ AN (X)RIX)Y ST.1.AKLl1'(X)L'. CO. a022g P[ [ONE: y34)319M: 29 RFA:JV RV DR.l0. I IFC.-fl FY fa -EC -SE? ?dam PLOT DATE SCALE `RC'JE CTI DN REVISIONS INN C r vrrrt SHEET NO. JLP N.T.S. 0083 —NF 033 OF O38 DA I= I) API'. R=c;C,R IP—I flN f��l14�61•�Rl�! ti ;. .: Dy.:c : .5815 -AR -001 145 PROJECT ACCESS ROAD DETAIL WELD COUNTY, COLORADO JAA LINETYPES. C_ PRCPCISED PIPELINE PROPOSED BORC'H0D PROPcsC1PERNI [Stir PROPc$r' Tr'.IP .42OP-(SPC; PROPCSE> kT.'11.$. 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ROAD SrrTInN uir CHEYENNE CONNECTOR PIPELINE PROJECT ACCESS ROAD DETAIL CIUNIVERSAL SUMWV1PM II MBpPia LLe USM 216 WEST STH AVENUE STILIANATER, OK 74074 PHONF: (4131/45);) !7-0O00 FAX: @AS) 3 /7-IX02 CHEYENNE CONNECTOR PIPELINE, INC. s'fiti'd:tiN ;X)RIX)Y ST. I.AKL:11'(X)U. CO. a0228 P[ [ONE: 303198D -6D2.9 RRA:JV ICY DR.l0. I IFC.-fl FY fa -EC -SE? ?dam PLOT DATE SCALE `RC'JE CTI DN REVISIONS IrNM C \Mr.), ribuCIQn Airt:, x :Ds 20 Ii JLP N.T.S. 0083 -NF Egla SHEET NO. 038 OF O38 PROPERTY LINE C=INTERLNE OF ROAD r=r•t DA I= I) API'. R=c;C,R IP-I flN Are., D\tO t: 5815 -AR -001 150 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Drainage Report Name of Development as Proposed: Cheyenne Connector, LLC Location of Parcel: Cheyenne will grade the landscape in accordance with agreements made with landowners prior to construction or to match the condition of the land prior to construction. There is no Drainage Report for this project Use by Special Review. 151 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Traffic Study Summary Name of Development as Proposed: Cheyenne Connector, LLC Location of Parcel: Once the pipeline is in operation, it is not anticipated that any additional traffic will result from this project. It is anticipated that Cheyenne meter and regulating sites will be visited by 5 Cheyenne employees daily via a pick-up truck sufficient for technician equipment. There will be a temporary increase in traffic associated with typical construction activities, though it is not anticipated that construction traffic will alter traffic patterns in Weld County. Cheyenne will secure all required oversize/overweight permits, Weld County Road Right -Of -Way permits, Colorado State Highway permits, and employ traffic control plans where necessary or required. Cheyenne traffic study summary reports the following: • 250 trips per day for passenger cars/pickup trucks. • 20 trips per day tandem • 30 trips per day semi -trucks Distribution of trips per day from traffic is 50% from the West, 25% from the South, and 25% from the North. High traffic times are from approximately 7:00 a.m. to 5:00 p.m. 152 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Waste Handling Plan Name of Development as Proposed: Cheyenne Connector, LLC No waste will be produced from this development. TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Dust Abatement Plan Name of Development as Proposed: Cheyenne Connector, LLC During construction, water trucks may be used if dust mitigation is necessary. Cheyenne does not anticipate needing dust mitigation for the pipeline after reclamation. 154 TALLGRASS (J� ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Septic Permit Information Summary Name of Development as Proposed: Cheyenne Connector, LLC There are no plans for a septic system or leach field installation at any of the Cheyenne project sites. During construction, temporary portable facilities will be available to construction personnel along the right-of-way. 155 USE BY SPECIAL REVIEW (USR) MAP REQUIREMENTS The size of map is required to be 24"x36" (2'x3'). Please add the items below to the USR map as they apply to your site. Vicinity Map Requirements: 1. Area including a one-half mile radius of the property printed to a legible scale 2. Section, township, and range 3. Scale and north arrow 4. Outline of the perimeter of the parcel 5. The general classifications and distribution of soils over the parcel under consideration (soil classification names and agricultural capability classifications must be noted in the legend) 6. Locations and names of all roads, irrigation ditches, and water features 7. Any abutting subdivision outlines and names, and the boundaries of any adjacent municipality Plot Plan Requirements (no survey required, needs to be drawn to scale): 1. One inch equals one hundred feet scale (1" = 100') or other scale as appropriate 2. Outline of the boundaries of the parcel(s) 3. Adjacent property lines 4. Public rights -of -way and/or easements within 200 feet of parcel boundary for telephone, gas, electric, water, sewer lines etc. 5. Show and label any existing and proposed structures (including above ground storage tanks) 6. Show and label location of areas of moderate or severe soil limitations 7. Show and label location of vehicle and/or equipment washing area 8. Show and label location, amount, size and type of any existing and proposed landscaping, fencing, walls, berms, or other screening 9. Show and label location, amount, size and type of any existing and proposed parking areas 10. Show and label the sign on the USR drawing include the height, face size, and setback 11. Show and label the location of all existing and proposed lighting, include details of the type of lighting 12. Show and label location of all hydrographic features including irrigation ditches, streams, rivers, ponds, and reservoirs 13. Show and label location of existing road Right -of -Way, future road Right -of -Way, and Easements 14. Show and label the unmaintained section line Right -of -Way as "CR Right -of -Way is not County maintained" 15. Show and label location of drainage related features (e.g. detention pond(s), ditches, etc.) Detention ponds shall be labeled as "No Build/Storage Area" and include design volume 16. Show and label the drainage flow arrows showing how the stormwater flows across the property 17. Show and label the traffic circulation flow arrows showing how the traffic moves around the property 18. Show and label location of the access(es) and label with access permit number 19. Show and label the access turning radii. Show 25 feet for passenger vehicles and 60 feet for trucks. 20. Show and label the approved tracking control 21. Show and label the location of any floodplain boundaries. Include permit number, floodplain type, map panel number, and effective date. 22. Show and label the location of geological hazard 23. Show and label the location of mineral resource areas 24. Add any other relevant information about the property as may be reasonably required by the County to meet the intent and purpose of the Weld County Code, Chapter 23 (Zoning). 25. Add the USR map Certificate Signature Blocks (see following page): 1) Property Owner(s), 2) Planning Commission, and 3) Board of County Commissioners 156 lP:PizaGJlTim't 1O1°JOO"w IO1'_DWV+ 4 4 4 Sr" 04517.41/ 21 ?a '—, _19 20 3t 22 2a 2i! q 2 ?? 23 'r4 1 YL to to to i9 au Y--._ t2_ YJ _1a ^y _ - - ( I _ -- it i9 25 :i 29 I, + r 2t. 25 III 25 26 34 ti 12N ,8W 25 N sl NMI , o'ISIIIIII 25 REX 27 a 25 SO 29 i• I2M'.SW 26 2; !II 29 5h 35 - 36 31 32 3S ' 35 3S 31 3'2 Illillir.. REX 35 3t 3 3; 3a 35 .36 35 L 24 '.• 35 48 i 3`a - is 37 Hub I iI9 I, •. I Al - •`- •- - 5 a! 3 k 2 , E -i. 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Rockies Express Pipeline p REX Compressor Station TALL BASS Oil Cheyenne Connector Proje ct X 5. a •9 370 Van Garden Street I Lakewood, C O 80225 I 303.783.2950 157 COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC x 77 I - z O77 180'-O" MAN GATE FENCE FINE X X X X X x w I- Q 0 X X X X X X X X X X x z D PL -1 001 C PIG SIG x - - - - W �I Ir= ® l - -o L - - - x- x CDCD r 314-1000-600-0155 — _ \ �_/ � \ \ x \ \ \ \ 81'-7" x \ \ \ \ \ x \ \ \ \ x EFM/GC BUILDING 1 --1 \ \ z \ \ cp FEI \ \ x I— \ \ \ \ EFM GC 314-1000-600-0156 �� I 1 x rz \ \ — — 36" PIPELINE 0Hx NO I 2'-8" 12'-6"( 1 I ~--- x II ► I FS -1 001 op I I Y< I I r 20' SLIDING GATE I I 1 1 I �Q I x I 1 I I II l_, I I I 1 1 L N 1 1 1 1 1 1 1 I I 1 1 ACCESS ROAD 1 i0 1 1 1 1 1 11O N INSTRUMENT GAS I 1 1 1 i1 I 1 1 1 1 x x L • 1 SUPPLY LINE I CO 1In CO I o I �� m 1 1I 1 I _r-9 1 I 1 1 I 1 =x 1 MS 8010 �O X1 1 -4- -r x 258 5 I 1 1 I - TA -3001 ► RS 1 - -8210 _ 1 l IPM o e O - .. - �I(� lT-_][ I7 O .'➢��l/ I� I �� A x x O d � c-i 1 O O >,z 2a' -a" -, O m 314-1000-600-0151 314-1000-600-0153 l- 1 x �� i , )( `( 314-1000-600-0154 `� z A A X X X A X A A MAN GATE FENCE LINE o O X A A A X A x P X A A A X A P C I G MCC S _ IATION x NOTES: 1. PIG SIGNAL TO BE PLACED A MINIMUM OF 23' FROM LAUNCHER VALVE. PRELIMINARY - NOT FOR CONSTRUCTION E 06/13/18 AJB 64709 ISSUED FOR REVIEW(900 SUBMITTAL) 06/13/18 CDS BURNS �McDONNELL TALLGRASS EN E RGY LANCASTER METER STATION MECHANICAL PLOT PLAN WELD CO 02/02/18 APP 64709 ISSUED FOR REVIEW(60D SUBMII I AL) 02/02/18 CDS 314-1000-600-0156 MECHANICAL PIPING PLAN & ELEVATIONS, OUTLET PIPING CONNECTION 12/04/17 MAS 64709 ISSUED FOR APPROVAL 12/04/17 CDS 314-1000-600-0155 MECHANICAL PIPING PLAN & ELEVATIONS, PIG LAUNCHER SKID 314-1000-600-0154 MECHANICAL PIPING PLAN & ELEVATIONS, CONTROL VALVE SKID B 11/21/17 MAS 64709 REISSUED FOR REVIEW(30% SUBMITTAL) 11/21/17 CDS 314-1000-600-0153 MECHANICAL PIPING PLAN & ELEVATIONS, FLOW METER SKID ISSUED FOR DESIGN AFEe N0. 64709 DRAWN MOs CHK, DR, RET SCALE 1"=10' DATE 10/13/17 0/25/17 MAS 64709 - ISSUED FOR REVIEW(30% SUBMITTAL) 10/25/17 CDS 31L1-1000-600-0152 MECHANICAL PIPING PLAN & ELEVATIONS, FILTER SEPARATOR/DRAIN TANK FILE N0. 314 MECHANICAL PIPING PLAN & ELEVATIONS, INLET FILTER SEPARATOR/DRAIN TANK DATE BY ARE DATE BY DESCRIPTION DATE BY A DATE BY APE DATE BY DESCRIPTION DATE BY APPROVED FOR CONSTRUCTION DRAWING SIZE D PROJECT ENGR. . / PROJECT MGR. NO NO. NO. NO NO CDS AM REV 314-1000-000-0121 E ISSUED AS BUILT APPROVED AS BUILT APPROVED TITLE REFERENCE DRAWINGS REVISIONS REVISIONS N r 0 0 a a 0 0 0 EC CO O w z O U U 0 AL Q ci ci 0 0 ci ci ci ci A) CO LID N 0 CD ci U L_ 0 i z 0_ ci ci U P A ci 0 Q CO C,1 ca co LLO N ci 0 N w CC w 0_ Q a a3 0 z COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC I I I ACCESS ROAD I I� I PLANT NORTH I ILi I P1� z P1 I I I I I ig. x x x x x x �; X x i ;( N X N N X N N N N X X T, z n LAI HAM METER STATION PT r 1 x X 0 z En z I I III 1 1 III III III III III III III I I III III II 314-1000-600-0251 m II I TA o . x II -3002 = - I INSTRUMENT GAS SUPPLY LINE I I o �11 Il 0 FS -1002 __ 15 -0" 20' 0" ll n V 53'-5" r � I _ 020 I L I I MS- I 1 I -pl�Qi�� - - I I OI 15' 0'�� I I - - - - �2" HEAT I I TRACED TUBING I n 1 5'0" RS -8220 I20' H SLIDING GATERM I 314-100�� 0253314 100�� 0254 314-100��-0255,<III BU -0002 II 1 v FENCE LINE ,_o r III II H III III 1II III X X X >" X ( ;( ;( X 7 X R X X X X X MAN GATE I I 288'-7" I I IS; I0 -run Li m PRELIMINARY - NOT FOR CONSTRUCTION S BURNS ‘\MSDONNELL TALL RA SS 4 EN E RGY LATHAM METER STATION MECHANICAL PLOT PLAN WELD CO D 06/13/18 AJB 64710 ISSUED FOR REVIEW(900 SUBMII IAL) 08/13/18 CDS C 02/02/18 APP 64710 ISSUED FOR REVIEW(60% SUBMII IAL) 02/02/18 CDS 314-1000-600-0255 MECHANICAL PIPING PLAN & ELEVATIONS, OUTLET PIPING CONNECTION B 11/21/17 MAS 64710 REISSUED FOR REVIEW(30% SUBMITTAL) 11/21/17 CDS 314-1000-600-0254 MECHANICAL PIPING PLAN & ELEVATIONS, CONTROL VALVE SKID ISSUED FOR DESIGN AFE. NO. 64710 DRAWN MAS CHK. DR. RET SCALE 1"=15' DATE 10/13/17 A 10/25/17 MAS 64710 - - ISSUED FOR REVIEW(30% SUBMITTAL) 10/25/17 CDS 314-1000-600-D253 MECHANICAL PIPING PLAN & ELEVATIONS, FLOW METER SKID FILE NO. 314-1000-600-D251 MECHANICAL PIPING PLAN & ELEVATIONS, INLET FILTER SEPARATOR/DRAIN TANK DATE BY ARE DATE BY DESCRIPTION DATE BY A DATE BY ARE DATE BY DESCRIPTION DATE BY APPROVED FOR CONSTRUCTION DRAWING SIZE D PROJECT ENGR. / PROJECT MGR. TITLE NO NO. NO NO CDS AM //�� 1� REV 314- 1000-000-0221 D ISSUED AS BUILT APPROVED ISSUED AS BUILT APPROVED REFERENCE DRAWINGS REVISIONS REVISIONS O 0 O I O O 12 z 0 CD CD w z z 0 0 21 U QS 0 0 0 U CT I) 0 U O CD 21 13 C3 U C> CD CO LID Q CD TO TO O 03 U H- z IL TO U CD U 12 CD CO co 12 CO C) U 12 w z 0 0 IL (JO 12 5, 21 21 C) 0 159 COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC PLANT NORTH 288' 7" '- I I-0 IL' Im I -H � 7 E-1 z MAN GATE GIs X X X X A X X X X I` v v X X X X X X X X FENCE LINE I I x -HOE MEWBOURU METER S IAA IOU CDETV O BU -0003 x o x II III III III I II II I I III II III m EFM GC II I I r, x III 20'-0" 1 15'-0” O z I I 72'-11" I 1 HEAT RS 8230 I I /2" > TRACED TUBING ! — EH I X _ _ — I— — _ 11[T+ 11 [ r e J 1pill 4-■-�i — >` I c MS -8030 I I II /�� 11— e� �- �� 2d' 0" 11 I 20'd" I I ES -1 003 -- I - II CED I — / r� II y �� - III , . �� n 314-1000-600-0354 314-1000-600-0355 INSTRUMENT GAS SUPPLY LINE �� TA -3003 J II X II x q 1 1 III III I II 314-1000-600-0351 314-1000-600-0353 ACCESS ROAD / '',.„._________./III N c o1 x m zo I I I III 20' SLIDING GATE III x xm x III III II 1 1 II III W X X 2 2 X 2 X X I X X XX 2 X 2 X X I I I I Iw I� I� I I I I I O1 Tn O z fTl PRELIMINARY - NOT FOR CONSTRUCTION BURNS �M�'DONNELL TALL RA SS 4MEWBOURN EN E RGY METER STATION MECHANICAL PLOT PLAN WELD CO D 00/13/18 EMF 64711 ISSUED FOR REVIEW(9O% SUBMII IAL) 08/13/18 CDS C 02/02/18 APP 64711 ISSUED FOR REVIEW(60% SUBMII IAL) 02/02/18 CDS 314-1000-600-0355 MECHANICAL PIPING PLAN & ELEVATIONS, OUTLET PIPING CONNECTION B 11/21/17 MAS 64711 REISSUED FOR REVIEW(30% SUBMITTAL) 11/21/17 CDS 314-1000-600-0354 MECHANICAL PIPING PLAN & ELEVATIONS, CONTROL VALVE SKID ISSUED FOR DESIGN AFE. NO. 64711 DRAWN MAS CHK. DR. RET SCALE 1"=15' DATE 10/13/17 A 10/25/17 MAS 64711 - - ISSUED FOR REVIEW(30% SUBMITTAL) 10/25/17 CDS 314-1000-600-D353 MECHANICAL PIPING PLAN & ELEVATIONS, FLOW METER SKID FILE NO. 314-1000-600-0351 MECHANICAL PIPING PLAN & ELEVATIONS, INLET FILTER SEPARATOR/DRAIN TANK DATE BY APE DATE BY DESCRIPTION DATE BY A DATE BY APE DATE BY DESCRIPTION DATE BY APPROVED FOR CONSTRUCTION DRAWING SIZE D PROJECT ENGR. / PROJECT MGR. NO NO. NO. NO NO CDS AM REV 314-1000-000-0321 D ISSUED AS BUILT APPROVED AS BUILT APPROVED TITLE REFERENCE DRAWINGS REVISIONS REVISIONS PH N PH O a 0 O 0 a a PH O O w z z O CD PH O O Q I) 0 c 0 CJ 10 a 0 t C] O1 O1 N 0 Q O 0 0 H- z PH C 0 U N OO B' 0 PH PH OH N IN 01 11) 0 O1 O1 w z O O 0 CO a 21 01 0 160 COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC H H z H 190'0" z 7 FENCE LINE MAN GATE 0 7 H _ H i O O I N H 36'-3" MS -8040 K -I I RS -8240 L - _ I 1 I 'I 11- Y 1 II 0 ICLICCO LT L ) I) ( 314-1000-600-0453 I I 314-1000-600-0454 w z H ------ I Ic • l TICl I I r I I 1 Cur I II O LL H00 I j X11 lI I I I I I 1 I i Hy II1 I I I Lu + r r r ` I = j I �� I w 4 1f L L29'-1 ---- I H 1 " r INSTRUMENT GAS SUPPLY LINE w I I 1/2" HEAT I I H z H i I TRACED TUBING x o I 0I ES -1 004 t TA -3004 I x GC EFM I BU -0004 I 1 314-1000-600-0451 x / I I x I x o x Pc I I I I x ACCESS ROAD I �O 0 Ln r- I I I I x I I I I I I x 40'-9" 1 _ 1 zx J Lu O U z Q I { I I1 z U rl �� I __ PIG SIG 24" O'CONNOR LATERAL 0 314-1000600-0455-, \____/ I ® - = ) 1- *- - . PL -1004 w w H 99'-1 " N 314-1000-600-0456 / x H w FENCE LINE X X X X X X X X X x x X X X MAN GATE NOTES: 1. HG DETECTOR TO HE PLACED A MINIMUM OF 20' FROM LAUNCHER VALVE. PRELIMINARY - NOT FOR CONSTRUCTION S BURNS �M�'DONNELL TALL RA SS 4 E N E RGY O'CONNOR METER STATION MECHANICAL PLOT PLAN WELD CO 06/13/18 AUB 64712 ISSU ED FOR REVIEW(9a% SUBMIT I AL) 00/13/18 CDS 314-1000-600-0456 MECHANICAL PIPING PLAN & ELEVATIONS, OUTLET PIPING CONNECTION C 02/02/18 APP 64712 ISSUED FOR REVIEW(60% SUBMIT IAL) 02/02/18 CDS 314-1000-600-0455 MECHANICAL PIPING PLAN & ELEVATIONS, PIG LAUNCHER SKID 314-1000-600-0454 MECHANICAL PIPING PLAN & ELEVATIONS, CONTROL VALVE SKID B 11/21/17 MAS 64712 REISSUED FOR REVIEW(30% SUBMITTAL) 11/21/17 CDS 314-1000-600-0453 MECHANICAL PIPING PLAN & ELEVATIONS, FLOW METER SKID ISSUED FOR DESIGN AFE. NO. 64712 DRAWN MAS CHK, DR, ELT SCALE 1"=10' DATE 10/13/17 A 11/13/17 MAS 64712 - - ISSUED FOR REVIEW(30% SUBMITTAL) 11/13/17 CDS 314-1000-600-0452 MECHANICAL PIPING PLAN & ELEVATIONS, INLET FILTER SEPARATOR/DRAIN TANK FILE N0. 314-1000-600-0451 MECHANICAL PIPING PLAN & ELEVATIONS, INLET FILTER SEPARATOR/DRAIN TANK DATE BY AFE DATE BY DESCRIPTION DATE BY A DATE BY AFE DATE BY DESCRIPTION DATE BY APPROVED FOR CONSTRUCTION DRAWING SIZE D PROJECT ENGR . / PROJECT MGR. NO NO. NO NO CDS AM REV 314-1000-000-0421 D ISSUED AS BUILT APPROVED SSUED AS BUILT APPROVED TITLE REFERENCE DRAWINGS REVISIONS REVISIONS H A 0 N H O O O O I O O a H H H O H c� w z z 0 U U C) H a O U c .a' CC CD O C O O cu co C) T H O Q O CO CO 0 H i z H CO H 0) / r;; 6) A O H Q O O O1 0 H H H U) O H H w z O 0 H H a H a3 0 161 COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC z cc FENCE LINE 0 MAN GATE X X X X X X z X X X X X X X X X X X X X. X. X X X z DE 1 25'-0" x x — — — 36" PIPELINE — — — — — — — _ _ _ — _ — — — 46'-2" x Li Q 0 x o z cn LU OD ) o — — 44'-1" cv w z y I LU 0 °C z w Li_ PR -1004 T 1 1 r 1----- �� 314-1000-600-0458 o ,...____..---r\ O a \----_______,-/ s ei/ LU PIG SIG PIG SIG I x f 1 w z I LU 0 Z Ls] L_ X I 314-1000-600-0457 \ / 20' DOUBLE SWING GATE L Q LU Li LU J L 0 z Z 0 o 0 ACCESS ROAD I J I 1 I x N w Q 0 I Z Q I � X I I X I Jam_ I X X `X X X X `X 2,( ,( 2 2 X N IX X X X X X N X X ;� X FENCE LINE MAN GATE NOTES: 1. PIG DETECTOR MAY BE USED 1' UPSTREAM OF ECCENTRIC REDUCER. PRELIMINARY - NOT FOR CONSTRUCTION � BURNS ��ONN�� TALL RA SS 4O'CONNOR ENERGY METER STATION MECHANICAL PLOT PLAN PIG RECEIVER SITE WELD CO D 06/13/18 AJB 64712 ISSUED FOR REVIEW(9O% SUBMIT IAL) 06/13/18 CDS C 02/02/18 APP 64712 ISSUED FOR REVIEW(60% SUBMII IAL) 02/02/18 CDS B 11/21/17 MAS 64712 REISSUED FOR REVIEW(30% SUBMITTAL) 11/21/17 CDS ISSUED FOR DESIGNMAS AFE. NO. 64712 DRAWN CHK, DR, RET SCALE 5, DATE 0/13/17 A 11/13/17 MAS 64712 - - ISSUED FOR REVIEW(30% SUBMITTAL) 11/13/17 CDS 314-1000-600-0458 MECHANICAL PIPING PLAN & ELEVATIONS, OUTLET PIPING CONNECTION FILE NO. 314-1000-600-0457 MECHANICAL PIPING PLAN & ELEVATIONS, PIG RECEIVER SKID DATE BY ARE DATE BY DESCRIPTION DATE BY A DATE BY APE DATE BY DESCRIPTION DATE BY APPROVED FOR CONSTRUCTION DRAWING SIZE D PROJECT ENGR. / PROJECT MGR. TITLE NO NO. NO No CDS AM 314-1000-000-0422 REV D ISSUED AS BUILT APPROVED ISSUEDAS BUILT APPROVED REFERENCE DRAWINGS REVISIONS REVISIONS O3 N N LU O 0 0 0 0 LU CC 0 H- c> w z z 0 U U U LU cm cm Q U ci LU ci 0 ci O U LU 77 ai ci ci a ci U LU LU N O U ci U U CD - LU z O_ ci ci v ED - LU LU U 6 ci cm LU Q CD N LU LU O N LU ci O 0 N w LU w w w Q a3 O 162 COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC PLANT NORTH T N -- - - - - 36" PIPELINE ��-�� I ■ I a s__ PIG SIG PIG SIG � _ 1 ( 11 1 314 1000-600-0552 ACCESS ROAD 314-1 000-600-0551 II II 11 co ICI CN Lo 1 1 II IH H 1 INSTRUMENT GAS SUPPLY LINE :rIF ., 1-7H [� 19'-1 1 ',9 1 5_0 _ I I : O I N 1 15' 0 _ r 1\ n Li_J Q Q 24'-2" C ,I FUTURE FLOW METE IKSf2 �ii�; 1 N1 1 I 131 �riD��lli pm Jf fr M\ 1�2" HEAT �� TRACED TUDING GC EEM o UI g EQ N N �_ 1 314-1000-600-0553 4-1000-� _0555 31 4-1000 - 600-0554 ?) -- IP -� 314-1000-600-0556 314-1000-600-0557 1 CC F I O 1 0 F- F- 0 �� -_s_ !! ---_____- �DO DC n 1 NOTES: 1. PIG DETECTOR MAY BE USED 1' UPSTREAM OF ECCENTRIC REDUCER PRELIMINARY - NOT FOR CONSTRUCTION S BURNS �M�'DONNELL 314-1000-600-0557 MECHANICAL PIPING PLAN & ELEVATIONS, STATION OUTLET PIPING CONNECTION TALL RA SS 4 E NI E RGY CONNECTOR METER STATION MECHANICAL PLOT PLAN WELD CO 314-1000-600-0556 MECHANICAL PIPING PLAN & ELEVATIONS, FUTURE CONTROL VALVE SKID D 06/13/18 MAS 64713 ISSUED FOR REVIEW(9O% SUBMII I AL) 06/13/18 CDS 314-1000-600-0555 MECHANICAL PIPING PLAN & ELEVATIONS, CONTROL VALVE SKID C 02/02/18 APP 64713 ISSUED FOR REVIEW(60% SUBMII IAL) 02/02/18 CDS 3H-1000-600-0554 MECHANICAL PIPING PLAN & ELEVATIONS, FLOW METER SKID 314-1000-600-0553 MECHANICAL PIPING PLAN & ELEVATIONS, FUTURE FLOW METER SKID/ POWER GAS SUPPLY B 11/21/17 MAS 64713 REISSUED FOR REVIEW(30% SUBMITTAL) 11/21/17 CDS 314-1000-600-0552 MECHANICAL PIPING PLAN & ELEVATIONS, PIG RECEIVER SKID ISSUED FOR DESIGN AFE. NO. 64713 DRAWN MAS CHK, DR, RLT SCALE 1"=15' DATE 10/13/17 A 10/25/17 MAN 64713 - ISSUED FOR REVIEW(30% SUBMITTAL) 10/25/17 CDS 3H-1000-600-0551 MECHANICAL PIPING PLAN Sc ELEVATIONS, STATION INLET PIPING CONNECTION FILE NO. DATE BY ARE DATE BY DESCRIPTION DATE BY DATE BY ARE DATE BY DESCRIPTION DATE BY APPROVED FOR CONSTRUCTION DRAWING SIZE D PROJECT ENGR. / PROJECT MGR. TITLE NO ND Np NO CDS AM 314-1000-000-0521 REV D ISSUED AS BUILT APPROVED ISSUED AS BUILT APPROVED R-= -R-NC- DRAW \DS REVS ONS REVS ONS rn E rI CU cD a a 0 0 a ED EC 0 CD CD w z z 0 ED ED O 0 Q ED 0) CC O O CD ED C) C C C) a Q) co N 0 Q 0 CO CO 0 o-� 0 ED z ED CO CU C] / C A 0 ED Q ED N C7 ED ED N ED ED U) 0 ED ED w z 0 0 rZ Cr) a ED a3 0 163 TALLGRASS IJNJ ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 • 303.763.2981 Drainage Report Name of Development as Proposed: Cheyenne Connector, LLC Location of Parcel: Cheyenne will grade the landscape in accordance with agreements made with landowners prior to construction or to match the condition of the land prior to construction. There is no Drainage Report for this project Use by Special Review. 151 BURNS &ICDoN NELL August 20, 2018 Weld County Department of Public Works 1111 H Street Greeley, Colorado 80632 Re: Tallgrass Operations LLC Connector Meter Station Drainage Letter To Whom It May Concern: This drainage letter demonstrates the proposed drainage improvements associated with the Rex Cheyenne Hub Enhancement project, located at on the west side of U.S. Highway 85, 3.2 miles north of Weld County Road 126. More accurately, it is located within the southeast 'A of Section 5, Township 11 North, Range 66 West. The proposed drainage improvements comply with the Municipal Code for Weld County Chapter 23, Article XII and the Urban Drainage and Flood Control District's Urban Storm Drainage Criteria Manual (USDCM) requirements. Additionally, detailed information on drainage basins, drainage features, calculations, and design points can be found in the Rex Cheyenne Hub Stormwater Drainage Report enclosed. Location The current Rex Cheyenne Hub site is approximately 19.55 acres, covered by native grasses and aggregate course material. The site includes eight buildings, aboveground natural gas equipment, associated piping, utilities, and electrical equipment, two aggregate course entrance driveways, five aggregate course pads and parking area. There are no affected wetland areas on or adjacent to the site. Proposed Improvements To accommodate the new facilities, an adjacent piece of property is planned for purchase. This new piece of property totals to 8.7 acres, resulting in a total site area of 28.2 acres. Proposed additions to the site include a new compressor building, associated natural gas equipment and piping, two aggregate course pads and three access drives, and two detention ponds with outlet structures. Specific Details Existing Drainage The existing site slopes generally from north to the south, with approximately 26 feet of overall elevation change from the high to low elevation points. An existing drainage ditch, originating at the north edge of the site, intercepts the overland flows from the eastern and western portions of the site and conveys them the to the lowest point in the south section of the site. Currently, there is no storm drainage infrastructure in this portion of the site, so the runoff pools, infiltrates, and discharges to the south of the site. 9785 Maroon Circle • Suite 400 • Centennial, CO 80112-2692 Tel: 303-721-9292 • Fax: 303-721-0563 • burnsmcd.corn BURNS &ICDONNELL August 20, 2018 Page The major existing major drainage basin, Lone Tree -Owl Drainage Basin, slopes southeastward through Weld County. It is located within the South Platte River Basin, which discharges into the South Platte River. The Offsite Basin 1 encompasses an area of 220 acres. Runoff from this basin overland sheet flows to multiple swales, finally discharging directly into the northern edge of the site. The Offsite Basin 3 is adjacent to the western edge of the site. The runoff is conveyed as overland sheet flow into multiple minor swales, finally discharging into the northwestern edge of the site. Proposed Drainage Basin 1 encompasses the north portion of a new 6 -foot bottom drainage ditch that wraps around the north gravel pad. The basin is confined along the south by a new 3 -foot tall earthen berm. All flow within the area is conveyed in a westerly direction by the new drainage ditch. The flow then turns south before being slowed down by interfering rip -rap at the inlet of a 36 -inch culvert. Stormwater exits the basin through the culvert and continues south to the proposed Detention Pond 1. Basin 2 encompasses the western section of the site, a size of approximately 0.11 acres. The area includes the two new aggregate course pads where the new compressor building, and the Connector Meter Station will be sited. This basin also encompasses the rest of the 6 -foot bottom ditch and as well as detention pond. Runoff originating in the northern most pad sheet flows across the pad onto the 6 -foot bottom ditch. Runoff from the southern pad flows in southerly direction, and then around the building, and eventually onto the 6 -foot bottom. Once the runoff reaches the 6 -foot bottom ditch, it will head south through the ditch and through a series of culverts where its velocity will be slowdown by the rip rap protection at the ends of the culverts. The stormwater is then discharge into the detention pond. Overland flow from the entire west edge of the site flows southeast onto a 2 -foot bottom ditch and is then conveyed south along the eastern edges of the gravel pads. The ditch discharges into Detention Pond 1. A Drainage Basin Map showing the extents of the drainage basins and locations of drainage features and design points, within the project site, is included in the enclosed Rex Cheyenne Hub Stormwater Drainage Report. Hydraulic and hydrologic calculations are also enclosed in the attached drainage report. Conclusion In review of the proposed improvements to the Connector Meter Station, the development was found to be compliant with the Municipal Code for Weld County Chapter 23, Article XII and the Urban Drainage and Flood Control District's Urban Storm Drainage Criteria Manual (USDCM) requirements. 9785 Maroon circle • Suite 400 • Centennial, CO 80112-2692 Tel: 303-721-9292 • Fax: 303-721-0563 • burns c . co BURNS &ICDONNELL August 20, 2018 Page 3 We trust this meets with your requirements for defining the project to meet the general conformance of the Municipal Code for Weld County Chapter 23, Article XII. Please feel free to contact me with any questions or concerns. S ncerely, Nick Tessitore, PE Civil Engineer 9785 Maroon circle • Suite 400 • Centennial, Co 80112-2692 Tel: 303-721-9292 • Fax: 303-721-0563 • burnsmc .com BURNS `M� ONNELL Rex Cheyenne Hub Stormwater Drainage Report TALLGRASS1A ENERGY Tallgrass Operations LLC Rex Cheyenne Hub Enhancement Project No. 1O2158 Revision 0 4/O9/2O18 Rex Cheyenne Hub Stormwater Drainage Report prepared for Tallgrass Operations LLC Rex Cheyenne Hub Enhancement Weld County, Colorado Project No. 1O2158 Revision 0 4/O9/2O18 prepared by Burns & McDonnell Engineering Company, Inc. Centennial, Colorado COPYRIGHT 0 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. INDEX AND CERTIFICATION Tallgrass Operations LLC Rex Cheyenne Hub Stormwater Drainage Report Project No. 102158 Report Index Chapter Number 1.0 2.0 3.0 4.0 APPENDIX A APPENDIX B APPENDIX C APPENDIX D Chapter Title GENERAL LOCATION & DESCRIPTION DRAINAGE BASINS AND SUB -BASINS DRAINAGE DESIGN CRITERIA CONCLUSIONS VICINITY MAP c NRCS SOIL DATA SITE DELINEATION AND CONSTRUCTION DRAWINGS HYDROLOGIC CALCULATIONS HYDRAULIC CALCULATIONS Certification I hereby certify, as a Professional Engineer in the state of Colorado, that the information in this document was assembled under my direct personal charge. This report is not intended or represented to be suitable for reuse by the Tallgrass Operations LLC or others without specific verification or adaptation by the Engineer. Nick Te ssitore, F.E. Colorado April , 2018 Date: Storm Drainage Report Revision 0 Table of Contents TABLE OF CONTENTS 1.0 GENERAL LOCATION AND DESCRIPTION . L1 1.2 Site Location .... Description of Property 1.2.1 Existing Site Page ENO, IN MEM ...... Marna .............. MOO MOM ...... 4.._.##000.♦..6.###...#6#...###....#.....##...4#4... ##.........##....#.#•.•### • ###000### O 06#.#00.###.0.### 000#.#... .#.#.# tee, -1 -i 1-1 11 1.2.2 Existing Site Drainage 1.2.3 Natural Resources Conservations Service (NR S) Soil Survey . 1.2.4 Proposed Land Use 1.2.5 Wetlands .•.• 1.3 Permits i-1 ...5•1 5t... 1.-1 2.0 DRAINAGE BASINS AND SUB -BASINS 2.1 Major Drainage Basins 2.1.1 Lone Tree -Owl Drainage Basin 2.2 Minor Drainage Basins . 3.0 2.2.1 Basin 1 2.2.2 Basin 2 2.2.3 Basin 2.2.4 Basin 4....... 2.2.5 Basin 5 ............ • ...55.5 2.2.6 Basin 6 2.2.7 Offsite Basin 1 2.2.8 Offsite Basin 2 2.2.9 Offsite Basin 0#5$.-- 441-2 ..• 0110 ... 90650 �. O 0.5.0005#5060555600#5#0005.5000#5#444###060..# . 6...0.0#.#606 6#0006. #0.04#46666#6..• ...#4#...6##.0.554 - #000 - - • 0.05#50005540.0545066#65000#6# ..'..... 00 ... 5' #....6 6. ......5 O 90 1-2 2-1 . 2-2 .5. 2-2 .5 2.2 2-2 2-2 2-2 DRAINAGE DESIGN RITERIA....................................................................... -�I .1 Regulations 3.2 Hydrologic Criteria 3.3 ydraulic Criteria 000 •••'. 5 5 0000 ••• 000555 5 5 5. 5. 5 5 5 ... 5 5... 5. ate 555 5,5 5 ... tat... 5. t 5 5 5 5 P a t ... 5 5.5 . L— 1 •••••• St ................. al • 5 5 5 5 1 ... ••• ••••• 5 5 5 5 5 5 5 ••••• ea 5 5 5 005 3-1 50•••••• ••••55 •• 5 p ... 5,5.5, . 5 .. 5 5 ... 5. 5. 5. a. 5 ••• t5,5.••• 5 5 5 ... 5'5 ..... 5 5.. — 1 3.3.1 Detention Pons s .. • . • ...6 6 # . # 5.5 ... -1 _. E # # 0000. • ... 5 . 4 . # .. • _ 3.4 Water Quality Management..........Mee* 3-1 3.5 Erosion and Sedimentation Control ..... 3-1 4.0 CONCLUSIONS.......... 4.1 F. 2 Sonny* ....••••••••• 0* 4'4 4 .' . ... • •• *00 . 0 500* .544. 0.••••••••• 6 0 0 5••- ...............I.BOOMS ...... MOO ........I...........U........... E.. OM ... ... ... ... ..... .... Compliance With Standards 5.5. 5'i.....5...55 Drainage Concept Summary APPENDIX A APPENDIX B APPENDIX APPENDIX D VICINITY MAP & NRCS S SOIL DATA SITE DELINEATION HYDROLOGIC CALCULATIONS HYDRAULIC CALCULATIONS �..'..... 00 ... 5' .5....555.... 4-3 Tallgrass Operations, LLC TOO --1 Burns & McDonnell Storm Drainage Report Revision 0 Table of Contents 5.0 REFERENCES 5-1 Tallgrass Operations, LLC TOC-2 Burns & McDonnell Storm Drainage Report Revision 0 Table of Contents Table 2-1: Table 2-2: Table 2-3: Table 2-4: LIST OF TABLES Page No. Minor Drainage Basins Summary 2-3 Minor Drainage Basins Summary, Continued 2-3 Extended Detention Basin Summary 2-4 Extended Detention Basin Summary, Continued 2-4 Tallgrass Operations, LLC TOC-3 Burns & McDonnell Storm Drainage Report Revision 0 List of Abbreviations Abbreviation Approx BMcD U P FHAD MGD NOAA NRCS PUD RCP UD Us CM WQCV LIST OF ABBREVIATIONS Term/Phrase/Name Approximate Burns & McDonnell Best Management Practice Flood Hazard Delineation Million Gallons per Day National Oceanic and Atmospheric Administration Natural Resources Conservation Service Planned Urban Development Reinforced Concrete Pipe Urban Drainage Urban Drainage and Flood Control District Criteria Manual Water Quality Capture Volume Tallgrass Operations, LLC Burns & McDonnell Storm Drainage Report Revision 0 General Location And Description 1.0 GENERAL LOCATION AND DESCRIPTION 1.1 Site Location The Rex Cheyenne Hub site is located on the westside of U.S. Highway 85, 3.2 miles north of weld County Road 126. More accurately, it is located within the southeast !siti. of Section 5, Township 11 North, Range 66 West. There are no major drainageways or storm drainage facilities within or adjacent to the site. 1.2 Description of Property 1.2.1 Existing Site The current Rex Cheyenne Hub site is approximately 19.55 acres, covered by native grasses and aggregate course material. The site includes eight buildings, aboveground natural gas equipment, associated piping, utilities, and electrical equipment, two aggregate course entrance driveways, five aggregate course pads and parking area. There are no affected wetland areas on or adjacent to the site. 1.2.2 Existing Site Drainage The existing site slopes generally from north to the sou '1, with approximately 26 feet of overall elevation change from the high to low elevation points. An existing drainage ditch, originating at the north edge of e site, intercepts the overland flows from the eastern and western portions of the site and conveys them the to the lowest point in the south section of the site. Currently, there is no storm drainage infrastructure in this portion of the site, so the runoff pools, infiltrates, and discharges to the south of the site. 11.3 Natural Resources Conservations Service (NRCS) Soil Survey Soil data was obtained from the NRCS ivvebsite — Web Soil Survey Tool. According to the NRCS report, the soils on central portion of the Rex Cheyenne Hub Enhancement project site consist of kim-mitchell complex with 6 to 9 percent slopes. The kim-mitchell is classified as a Type C soil, thus it exhibits low infiltration rates when thoroughly wet and a greater runoff potential.. 1.2.4 Proposed Land Use To accommodate new facilities, an adjacent piece of property has been purchased. This new piece of property totals to 8.7 acres, resulting in a total site area of 28.2 acres. Proposed additions to the site include a new compressor building, associated natural gas equipment and piping, two aggregate course pads and three access drives, and two detention ponds with outlet structures. Tallgrass Operations, LLC 1-1 Burns & McDonnell Storm Drainage Report Revision 0 General Location And Description 1.2.5 Wetlands There are no wetland areas located on or near the project site. 1.3 Permits Permits required for construction by the Weld County include a land disturbance permit (Requires an Erosion Control Plan), and a building permit. Additional required permits include a Colorado Department of Public Health & Safety (CDPHE) Construction Stormwater Discharge Permit and approval by the CDPHE for a potable water storage facility. Tallgrass Operations, LLC 1-2 Burns & McDonnell Storm Drainage Report Revision 0 Drainage Basins And Sub -Basins 2.0 DRAINAGE BASINS AND SUB -BASINS 2.1 Major Drainage Basins 2.1.1 Lone Tree -Owl Drainage Basin This major drainage basin slopes southeastward through Weld County. It is located within the South Platte River Basin. The basin outlets into the South Platte River. 2.2 Minor Drainage Basins A Drainage Basin Map showing the extents of the post development drainage basins and locations of drainage features and design points, within the project site, has been included in Appendix B. 2.2.1 Basin I The basin encompasses the north portion of a new 6 -foot bottom drainage ditch that wraps around the north gravel pad. The basin is confined along the south by a new 3 -foot tall earthen berm. All flow within the area is conveyed in a westerly direction by the new drainage ditch. The flow then turns south before being slowed down by interfering rip -rap at the inlet of a 36 -inch culvert. Stormwater exits the basin through the culvert and continues south to the proposed detention pond 1. 2.2.2 Basin 2 This minor drainage basin encompasses the western section of the site, a size of approximately 0.11 acres. The area includes the two new aggregate course pads where the new co i pressor building, and a new meter station will sit. This basin also encompasses the rest of the 6 -foot bottom ditch and as well as detention pond. Runoff originating in the northern most pad sheet flows across the pad onto the 6 -foot bottom ditch. Runoff from the southern pad flows in southerly direction, and then around the building, and eventually onto the 6 -foot bottom. Once the runoff reaches the 6 -foot bottom ditch, it will head south through the ditch and through a series of culverts where its velocity will be slowdown by the rip -rap protection at the ends of the culverts. The stormwater is then discharge into the detention pond. Overland flow from the entire west edge of the site flows southeast onto a 2 -foot bottom ditch andis then conveyed south along the eastern edges of the gravel pads. The ditch discharges into detention pond 1. 2.2.3 Basin 3 This minor drainage basin encompasses a large portion of the northern quarter of the site. The runoff origination at the existing gravel pad will convey to the south/southwest as overland flow. The runoff will discharge into a 2 -foot bottom ditch and head west through three 18 -inch culverts. The eastern 18 -inch Tallgrass Operations, LLC 2-1 Burns & McDonnell Storm Drainage Report Revision 0 Drainage Basins A►nd Sub -Basins culvert diverts flow to the south and into the 6 -foot wide bottom ditch. The ditch then conveys the to the detention pond 1. 21.4 Basin 4 This minor drainage basin encompasses most of the eastern edge of the site. The runoff is conveyed as overland sheet flow to the west into a 2 -foot bottom ditch. Runoff that originates from the north is directed south along the east side of a gravel access road to the inlet of an 18 -inch culvert, likewise the runoff from the southern portion of the basin is directed north to the same culvert inlet. From here, the stormwater is conveyed through swales and culverts to the west, travels south in the 6 -foot wide bottom ditch, and discharges into detention pond 2. 2.2.5 Basin 5 This minor drainage basin encompasses the central portion of the site. Most of the runoff will convey to the south as overland flow. The runoff from west originates as overland flow through three 18 -inch culverts. The eastern 18 -inch culvert diverts flow to the south and into detention pond 2. 2.2.6 Basin 6 This minor drainage basin encompasses the southern portion of the site. The runoff from the east is conveyed to the south as overland sheet flow. Stormwater from the west originates as overland sheet flow, continuing east through an existing ditch, along the southern edge of the site. From the ditch, the runoff is discharged into detention pond 2. 2.2.7 Offsite Basin 1 This offsite drainage basin encompasses an area of 220 acres. Runoff from this basin overland sheet flows to multiple swales, finally discharging directly into the northern edge of the site. 2.2.8 Offsite Basin 2 This offsite drainage basin is located between U.S. Highway 85 and the eastern edge of the site. Runoff is conveyed as overl . i d sheet flow to multiple minor sTIATales along the eastern edge of the site, finally discharging into the east edge of the site. 2.2.9 Offsite Basin This offsite drainage basin is adjacent to the western edge of e site. The runoff is conveyed as overland sheet flow into multiple minor swales, finally discharging into the northwestern edge of the site. Tallgrass Operations, LLC 2-2 Burns & McDonnell Storm Drainage Report Revision 0 Drainage Basins And Sub -Basins Table 2-1: Minor Drainage Basins Summary Drainage Minor Basin Location (Offsite Onsite) or Imperv. Existing Total r/a} Total Proposed (%) Imperv. Area (Acres) Design Point Conveyance Element Type at DP 1 Onsite 10.71 11.22 1.70 B Culvert 2 Onsite 10.58 25.63 12.30 Fl Outlet Structure 3 Onsite 25.95 28.68 4.61 C Culvert 4 Onsite 13.51 1151 2.98 Culvert E 5 Onsite 38.44 38.99 2.33 Culvert F 6 Onsite 19.75 2156 4.33 I Structure Outlet Offsite Basin 1 Offsite - - 220.79 A N/A (Overland Flow) Offsite Basin 2 Offsite - - 3.18 D N/A (Overland Flow) Offsite Basin 3 Offsite - - 2.92 G N/A (Overland Flow) Table 2-2: Minor Drainage Basins Summary, Continued Minor Basin Drainage Existing Runoff Q(10), cfs Existing Q(100), Runoff cfs Proposed 0(10), Runoff cfs Proposed 0(100), Runoff cfs 1 0.18 0.82 0.51 1.86 2 1.01 5.93 3.25 10.41 3 3.73 8.66 4.10 9.19 4 1.02 2.82 1.24 3.38 5 1.31 2.81 1.43 3.03 6 1.31 3.99 2.15 5.92 Offsite Basin 1 4.56 40.12 4.58 40.12 Offsite Basin 2 0.23 1.32 0.23 1.32 Tallgrass Operations, LLC 2-3 Burns & McDonnell Storm Drainage Report Revision 0 Drainage Basins And Sub -Basins Minor Drainage Basin Existing Runoff Q(10), cfs Existing Runoff Q(100), cfs Proposed Runoff Q(10), cfs Proposed Runoff Q(100), cfs Offsitc Basin 3 0.18 1.42 0.18 1.42 Sum 1333 67.89 17.67 76.65 Table 2-3: Extended Detention Basin Summary Extended Drainage Basin Area Existing Imperv. (%) Proposed Imperv. (%) Pond 1 0.61 17.11 24.76 Pond 2 0.35 7.11 24.76 Table 2-4: Extended Detention Basin Summary, Continued Extended Drainage Basin Proposed WQCV, acre-feet Proposed V(10), acre- feet Proposed V(100), acre-feet Pond 1 0.21 I 0.55 1.21 Pond 2 0.11 0.29 0.63 Tallgrass Operations, LLD 2-4 Burns & McDonnell Storm Drainage Report Revision 0 Drainage Design Criteria 3.0 DRAINAGE DESIGN CRITERIA 3.1 Regulations The design criteria for the proposed drainage system for the Rex Cheyenne Hub Enhancement project are in accordance with Weld County's Weld County Engineering Construction Guidelines document and the Urban Drainage and FloodControl District's Urban Storm DrainageCriteria Manual (UDC). 3.2 Hydrologic Criteria The proposed drainage facilities ,were analyzed using a 10 -year recurrence interval storm for the minor event and a 100 -year interval storm for the major event. The SCS TR-55 method in Autodesk Storm and Sanitary Analysis was used to calculate runoff for all parts of the project area. This method was utilized because the overall drainage area is more than 160 acres. 3.3 Hydraulic Criteria Hydraulic analyses were performed to size and evaluate the performance of the detention pond with outlet structure and drainage pan. The detailed results of the hydraulic computation are presented in Appendix D. 3. 3.1 Detention Ponds The capacity for detention pond 1 and detention pond 2 was determined using the UD-Detention Program, developed by the Urban Drainage and Flood Control District, to fully detain the WQCV and 100 year, 1 - hour storm event for basins 1 through 5. A concrete outlet structure and culvert were also sized using the UD-Detention Program. The outlet structure will drain the pond in a 40 -hour time span. A riprap armored spillway will be incorporated 1' below the top of pond, thus allowing for 1' of freeboard before the entire pond is overtopped. Spillway sizing was completed using the UD-Detention Program. 3.4 Water Quality Management To verify compliance with the County's criteria and promote enhanced water quality in stormwater leaving the site, Best Management Practices (BMP's) were utilized. Two detention basins, located in the south portion of the site, capture and detain the WQCV for a minimum time period of 40 hours within the respective basins. 3.5 Erosion and Sedimentation Control Several non-structural BM13's will be incorporated throughout construction including phasing and completing land disturbing activities, minimizing disturbed areas, roughening disturbed areas, and reseeding or final stabilization promptly after land disturbance. Storm Drainage Report Revision 0 Drainage Design Criteria Structural BMP's to be used on the site include erosion control logs, silt fence, riprap inlet outlet protection, vehicle tracking control, concrete washout area, and a stabilized staging area. Silt fence will be installed along the perimeters of the site, as well as around any temporary stockpiling locations utilized by the contractor. All slopes greater than or equal to 4:1 (H: ) will be stabilized with erosion control blankets. Erosion control logs will also be utilized near storm inlets and locations of heavflow volumes, to aid in reducing runoff velocity and to allow suspended particulate to settle out. Riprap protection will be installed at culvert outlets and pond spillways. Vehicle tracking control will be installed at the construction site entrance, as well as a concrete washout. All construction traffic will have limited access to the site, through the construction entrance only. A stabilized staging area will be installed to reduce erosion for staging material storage areas with high construction traffic. Inlet protection will be installed at all culvert, storm sewer, and outlet structures to improve water quality before releasing runoff downstream. The site will remain in a roughened condition during construction and will be promptly seeded with native grass or graveled after land disturbing activities have been completed. These structural BMPs can be seen in the erosion control plan, provided in Appendix B. Storm Drainage Report Revision 0 Conclusions 4.0 CONCLUSIONS 4.1 Compliance with Standards The design of the proposed drainage system for the Rex Cheyenne Hub Enhancement project complies with the adopted drainage criteria of Weld County and the standards of the Urban Drainage and Flood Control District. The design criteria for the proposed drainage system are in accordance with the Weld County Engineering Construction Guidelines and the Urban Drainage and Flood Control District's Urban Storm Drainage Criteria Manual (USDCM). 4.2 Drainage Concept Summary The proposed system design will allow for the conveyance of runoff from the 10 -year and 100 -year storms to the appropriate discharge points. The proposed drainage facilities will improve drainage conditions after construction of the Rex Cheyenne Hub Enhancement Tank and provide water quality benefits prior to stormwater leaving the site. Storm Drainage Report Revision 0 Appendix APPENDIX A - VICINITY MAP NRCS SOIL DATA �— - i ` c lit � r •- M 1 r � t' Derr air \ Y apt 'h a. s is 4. lits• - L a -ticrilliKISI n it ' • 7, • ' _ 's 4 II 1/IJI < w r r • alik r i. •' •- 1 le _ .1k .v Nag 1 1 - • It R 1 I 4 i • { 7 tr -A .1.**.a. ! 1 {y - 1 . _• • Y 1� ,.7 - • T" yy i silt Pia i• t.u .rum:, . tjE. 4 4. 6/ Nit 41 t OP ...- S L l' y . es. APIJ v. r ar �.s>.�'.Mpapr j - f a'4Y� y _. , ler—err • • '_ ,A • • ` r W Onni + - _ — 'tea. • �� •-- • .. u f i.-I - 4. li V� H S. ii - �y 1 USDA United States Department of Agriculture N RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Northern Part February 28, 2018 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 5 Custom Soil Resource Report MAP LEGEND Area of Interest (AUDI) Area of Interest (AOl ) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features w X IQF 4i filL -- gfr J+=. =Jr.? a Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot c a ' S poi l Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation -IF Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of thedetail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Northern Part Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 20, 2015 Oct 15, 2016 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 7 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 4 Ascalon fine sandy percent slopes loam, 0 to 6 1.3 4.5% 16 Bresser sandy percent slopes loam, 3 t0 9 3.9 13.7% 27 Epping slopes silt loam, 0 t0 9 percent 7.9 27.9% 32 Kim -Mitchell complex, percent slopes 6 t0 9 15.2 53.9% Totals for Area of Interest 28.2 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. 8 Custom Soil Resource Report The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 9 Custom Soil Resource Report Weld County, Colorado, Northern Part 4 —Ascalon fine sandy loam, 0 to 6 percent slopes Map Unit Setting National map unit symbol: 2tl p5 Elevation: 4,550 to 6,050 feet Mean annual precipitation: 12 to 17 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 135 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Ascalon and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ascalon Setting Landform: I nterfl u v►es Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Interfluve Down -slope shape: Linear Across -slope shape: Linear Parent material: Wind -reworked alluvium and/or calcareous sandy eolian deposits Typical profile Ap - 0 to 7 inches: fine sandy loam Bt1 - 7 to 13 inches: sandy clay loam Bt2 - 13 to 18 inches: sandy clay loam Bk - 18 to 48 inches: sandy loam C - 48 to 80 inches: sandy loam Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent salinity, maximum in profile: Nonsaline (0.1 to 1.9 mmhos/cm) sodium adsorption ratio, maximum in profile: 1.0 Available water storage in profile: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): 8e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Sandy Plains (RO67BYO24CO) Hydric soil rating: No 10 Custom Soil Resource Report Minor Components Olnest Percent of map unit: 8 percent Landform: Interfluves Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down -slope shape: Linear Across -slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Otero Percent of map unit: 7 percent Landform: Interfluves Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down -slope shape: Linear Across -slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No 16 Bresser sandy loam, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 35yy Elevation: 5,300 to 6,800 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 135 to 155 days Farmland classification: Not prime farmland Map Unit Composition Bresser and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bresser Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy alluvium Typical profile HI - 0 to 15 inches: sandy loam H2 - 15 to 34 inches: sandy clay loam H3 - 34 to 60 inches: loamy coarse sand Custom Soil Resource Report Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Available water storage in profile: Moderate (about 6.7 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (non irrigated): 6e Hydrologic Soil Group: B Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Minor Components Altvan Percent of map unit: 10 percent Hydric soil rating: No 27 Epping silt loam, 0 to 9 percent slopes Map Unit Setting National map unit symbol: 35zb Elevation: 3,600 to 5,500 feet Mean annual precipitation: 12 to 17 inches Mean annual air temperature: 45 to 52 degrees F Frost -free period: 120 to 150 days Farmland classification: Not prime farmland Map Unit Composition Epping and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Epping Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy residuum weathered from siltstone Custom Soil Resource Report Typical profile HI - 0 to 3 inches: silt loam H2 - 3 to 17 inches: silt loam H3 - 17 to 20 inches: weathered bedrock Properties and qualities Slope: 0 to 9 percent Depth to restrictive feature: 10 to 20 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 inlh r) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: Very low (about 2.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (non irrigated): 6s Hydrologic Soil Group: D Ecological site: Shallow Siltstone (R067BY039CO) Hydric soil rating: No Minor Components Keota Percent of map unit: 5 percent Hydric soil rating: No Thedalund Percent of map unit: 4 percent Hydric soil rating: No Mitchell Percent of map unit: 3 percent Hydric soil rating: No Kim Percent of map unit: 3 percent Hydric soil rating: No 32 Kim -Mitchell complex, 6 to 9 percent slopes Map Unit Setting National map unit symbol: 35zj Elevation: 3,500 to 6,500 feet Mean annual precipitation: 11 to 17 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 120 to 160 days Custom Soil Resource Report Farmland classification: Not prime farmland Map UnitComposition Kim and similar soils: 45 percent Mitchell and similar soils: 35 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Kim Setting Landform: Alluvial fans, fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium and/or colluvium Typical profile HI - 0 to 3 inches: loam H2 - 3 to 7 inches: clay loam H3 - 7 to 60 inches: loam Properties and qualities Slope: 6 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.60 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: High (about 9.7 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Description of Mitchell Setting Landform: Alluvial fans, fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium Typical profile HI - 0 to 7 inches: silt loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 6 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained 14 Custom Soil Resource Report Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 inlh r) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.8 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (non irrigated): 6e Hydrologic Soil Group: A Ecological site: Siltstone Plains (R067BYOO9CO) Hydric soil rating: No Minor Components Keota Percent of map unit: 7 percent Hydric soil rating: No Thedalund Percent of map unit: 7 percent Hydric soil rating: No Haverson Percent of map unit: 6 percent Hydric soil rating: No USDA United States Department of Agriculture \RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Northern Part February 28, 2018 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 5 Resource Report Custom Soi z LL z aact a z W w 0 CE were mapped at 0 I- .U, E a ra .5 Q C r (15 46 4111 '{S a 0 Q) CO nterest (AOl) let Doirp Area of Interest (AO!) Very Stony Spot Uf Resources Conservation Service '5 coc! L O C� a_ C� 2 ,o o ,5 co 0) co Map Unit Lines Map Unit Points 0 Web Mercator (EPSG:3857) Special Line Features I Point Features a 0 Water Features 4) 03 uo co 03 U M t 9=ck . 4) ci3 c2 4- in (3 L € 0 ti O • 4 = Z N. Z 0c 1 ck 3 fl 0., �S 1a r 2 {1) L r (3 n, cu w a co �-7:5 Q £ .3 a.) ct•EL) ;3 4) -a) 45 ci3 ip 48'ct an {j) C;5 SL 3 -a 22 Oco (13 0 ijoC < ICU E ecz Ca 0 o o (ti { ) ? < Q. Q Ho E C5 �. a) _C - - 6 Uci3 .a1 a T3 Q t15 nf — 0 U) U) CO ,s C C-} 05 CRO C a, CA Transportation US Routes 03 ts C L 4 m J -c r z cis co 0 .zz i 8 C]. a S. c -15 aCO T3 — — — — o 4)D '�o m• 0 1, CD C m CO co O 0 (3 0 J J I I Q S5 O 445 riS Marsh or swamp Mine or Quarry aneous Water CA Mar 20, 2015 —Oct images were photographed: 43 as to T- O leg LS ines were C a cu La 4) 4) E 2 4- 4 co '15 ci E d) -' C/3 tLi 2 7:13 O S • C (I5 w E 3 sa- Rock Outcrop 0" a> 0 }. c tot 03 .M E fin a> is Cl) U C; 0 r 03 a u E 4- E fin a V 1.)1Lu a 2 0 C C 13 •CD C 0 •a 03 4) C 73 0 co U0 to tI? Li) co C. J �� Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 4 Ascalon fine sandy percent slopes loam, 0 to 6 97.5 41.6% 5 Ascalon sandy percent slopes loam, 5 to 9 24.8 10.6% 16 Bresser sandy percent slopes loam, 3 to 9 29.8 12.7% 27 Epping slopes silt loam, 0 to 9 percent 7.6 3.3% 32 Kim -Mitchell complex, percent slopes 6 to 9 2.7 1.1% 46 Otero sandy percent slopes loam, 0 to 3 13.0 5.5% 47 Otero sandy loam, percent slopes 3 to 9 7.1 3.0% 54 Platner slopes loam, 0 to 3 percent 44.4 18.9% 75 Wages fine sandy percent slopes loam, 0 to 6 7.5 3.2% Totals for Area of Interest 234.5 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They 8 Custom Soil Resource Report generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 9 Custom Soil Resource Report Weld County, Colorado, Northern Part 4 —Ascalon fine sandy loam, 0 to 6 percent slopes Map Unit Setting National map unit symbol: 2tl p5 Elevation: 4,550 to 6,050 feet Mean annual precipitation: 12 to 17 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 135 to 160 days Farmland classification: Farmland of statewide importance Map Unit Composition Ascalon and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ascalon Setting Landform: I nterfl u v►es Landform position (two-dimensional): Backslope, summit Landform position (three-dimensional): Interfluve Down -slope shape: Linear Across -slope shape: Linear Parent material: Wind -reworked alluvium and/or calcareous sandy eolian deposits Typical profile Ap - 0 to 7 inches: fine sandy loam Bt1 - 7 to 13 inches: sandy clay loam Bt2 - 13 to 18 inches: sandy clay loam Bk - 18 to 48 inches: sandy loam C - 48 to 80 inches: sandy loam Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent salinity, maximum in profile: Nonsaline (0.1 to 1.9 mmhos/cm) sodium adsorption ratio, maximum in profile: 1.0 Available water storage in profile: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): 8e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Sandy Plains (RO67BYO24CO) Hydric soil rating: No 10 Custom Soil Resource Report Minor Components Olnest Percent of map unit: 8 percent Landform: Interfluves Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down -slope shape: Linear Across -slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Otero Percent of map unit: 7 percent Landform: Interfluves Landform position (two-dimensional): Footslope Landform position (three-dimensional): Base slope Down -slope shape: Linear Across -slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No 5 —Ascalon sandy loam, 5 to 9 percent slopes Map Unit Setting National map unit symbol: 2tI mx Elevation: 3,870 to 6,070 feet Mean annual precipitation: 13 to 16 inches Mean annual air temperature: 46 to 57 degrees F Frost -free period: 135 to 160 days Farmland classification: Not prime farmland Map Unit Composition Ascalon and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Ascalon Setting Landform: Interfluves Down -slope shape: Linear Across -slope shape: Linear Parent material: Wind -reworked alluvium and/or calcareous sandy eolian deposits Typical profile Ap - 0 to 6 inches: sandy loam Btl - 6 to 12 inches: sandy clay loam Bt2 - 12 to 19 inches: sandy clay loam Bk - 19 to 35 inches: sandy clay loam 11 Custom Soil Resource Report C - 35 to 80 inches: sandy loam Properties and qualities Slope: 5 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.1 to 2.0 mmhoslcm) Sodium adsorption ratio, maximum in profile: 1.0 Available water storage in profile: Moderate (about 6.8 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (non irrigated): 4c Hydrologic Soil Group: B Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Minor Components Stoneham Percent of map unit: 10 percent Landform: Interfluves Down -slope shape: Linear Across -slope shape: Linear Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Manter Percent of map unit: 5 percent Landform: Interfluves Down -slope shape: Linear Across -slope shape: Linear Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No 16 Bresser sandy loam, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 35yy Elevation: 5,300 to 6,800 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 135 to 155 days 12 Custom Soil Resource Report Farmland classification: Not prime farmland Map Unit Composition Bresser and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bresser Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Sandy alluvium Typical profile HI - 0 to 15 inches: sandy loam H2 - 15 to 34 inches: sandy clay loam H3 - 34 to 60 inches: loamy coarse sand Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 inlh r) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Available water storage in profile: Moderate (about 6.7 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: B Ecological site: Sandy Plains (RO67BYO24CO) Hydric soil rating: No Minor Components Altvan Percent of map unit: 10 percent Hydric soil rating: No 27 Epping silt loam, 0 to 9 percent slopes Map Unit Setting National map unit symbol: 35zb Elevation: 3,600 to 5500 feet Custom Soil Resource Report Mean annual precipitation: 12 to 17 inches Mean annual air temperature: 45 to 52 degrees F Frost -free period: 120 to 150 days Farmland classification: Not prime farmland Map Unit Composition Epping and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Epping Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy residuum weathered from siltstone Typical profile H1 - 0 to 3 inches: silt loam H2 - 3 to 17 inches: silt loam H3 - 17 to 20 inches: weathered bedrock Properties and qualities Slope: 0 to 9 percent Depth to restrictive feature: 10 to 20 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 inlh r) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: Very low (about 2.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (non irrigated): 6s Hydrologic Soil Group: D Ecological site: Shallow Siltstone (R067BY089CO) Hydric soil rating: No Minor Components Keota Percent of map unit: 5 percent Hydric soil rating: No Thedalund Percent of map unit: 4 percent Hydric soil rating: No Mitchell Percent of map unit: 3 percent Hydric soil rating: No Custom Soil Resource Report Kim Percent of map unit: 3 percent Hydric soil rating: No 32 Kim -Mitchell complex, 6 to 9 percent slopes Map Unit Setting National map unit symbol: 35zj Elevation: 3,500 to 6,500 feet Mean annual precipitation: 11 to 17 inches Mean annual air temperature: 46 to 54 degrees F Frost -free period: 120 to 160 days Farmland classification: Not prime farmland Map Unit Composition Kim and similar soils: 45 percent Mitchell and similar soils: 35 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Kim Setting Landform: Alluvial fans, fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium and/or colluvium Typical profile HI - 0 to 3 inches: loam H2 - 3 to 7 inches: clay loam H3 - 7 to 60 inches: loam Properties and qualities Slope: 6 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.60 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Available water storage in profile: High (about 9.7 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (non irrigated): 6e Custom Soil Resource Report Hydrologic Soil Group: C Ecological site: Loamy Plains (R067BYOO2CG) Hydric soil rating: No Description of Mitchell Setting Landform: Alluvial fans, fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium Typical profile - 0 to 7 inches: silt loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 6 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.8 inches) Interpretive groups Land capability classification (irrigated): 6e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: Siltstone Plains (R067BY009CG) Hydric soil rating: No Minor Components Keota Percent of map unit: 7 percent Hydric soil rating: No Thedalund Percent of map unit: 7 percent Hydric soil rating: No Haverson Percent of map unit: 6 percent Hydric soil rating: No Custom Soil Resource Report 46 Otero sandy loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 3600 Elevation: 4,500 to 5,500 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 130 to 180 days Farmland classification: Not prime farmland Map Unit Composition Otero and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Otero Setting Landform: Alluvial fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium Typical profile Hl - 0 to 5 inches: sandy loam H2 - 5 to 60 inches: sandy loam, fine sandy loam H2 - 5 to 60 inches: Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhoslcm) Available water storage in profile: Very high (about 14.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: A Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Custom Soil Resource Report Minor Components Stoneham Percent of map unit: 5 percent Hydric soil rating: No Bushman Percent of map unit: 4 percent Hydric soil rating: No Kim Percent of map unit: 3 percent Hydric soil rating: No Mitchell Percent of map unit: 3 percent Hydric soil rating: No 47 Otero sandy loam, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 3601 Elevation: 4,500 to 5,500 feet Mean annual precipitation: 12 to 15 inches Mean annual air temperature: 48 to 52 degrees F Frost -free period: 130 to 180 days Farmland classification: Not prime farmland Map Unit Composition Otero and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Otero Setting Landform: Fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium and/or colluvium Typical profile HI - 0 to 5 inches: sandy loam H2 - 5 to 60 inches: sandy loam, fine sandy loam H2 - 5 to 60 inches: Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhoslcm) Available water storage in profile: Very high (about 14.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (non irrigated): 6e Hydrologic Soil Group: A Ecological site: Sandy Plains (R067BY024CO) Hydric soil rating: No Minor Components Stoneham Percent of map unit: 7 percent Hydric soil rating: No Kim Percent of map unit: 3 percent Hydric soil rating: No Bushman Percent of map unit: 3 percent Hydric soil rating: No Mitchell Percent of map unit: 2 percent Hydric soil rating: No 54 Platner loam, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2tIn0 Elevation: 4,000 to 4,930 feet Mean annual precipitation: 14 to 17 inches Mean annual air temperature: 46 to 50 degrees F Frost -free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Platner and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Custom Soil Resource Report Description of Platner r Setting Landform: Interfluves Landform position (two-dimensional): Summit Landform position (three-dimensional): Interfluve Down -slope shape: Linear Across -slope shape: Linear Parent material: Mixed eolian deposits over tertiary aged alluvium derived from igneous, metamorphic and sedimentary rock Typical profile Ap - 0 to 6 inches: loam Btl - 6 to 11 inches: clay Bt2 - 11 to 20 inches: clay Bkl - 20 to 27 inches: loam Bk2 - 27 to 37 inches: sandy clay loam C - 37 to 80 inches: sandy clay loam Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0..20 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline (0.0 to 1.0 mmhoslcm) Available water storage in profile: Moderate (about 8.1 inches) Interpretive groups Land capability classification (irrigated): 3s Land capability classification (non irrigated): 4s Hydrologic Soil Group: C Ecological site: Loamy Plains (R067BY002CG) Hydric soil rating: No Minor Components Ascalon Percent of map unit: 10 percent Landform: Interfluves Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Interfluve Down -slope shape: Linear Across -slope shape: Linear Ecological site: Loamy Plains (RO67BY002CG) Hydric soil rating: No Rago, rarely flooded Percent of map unit: 4 percent Landform: Drainageways Landform position (two-dimensional): Toeslope 20 Custom Soil Resource Report Landform position (three-dimensional): Base slope, head slope Down -slope shape: Linear Across -slope shape: Concave Ecological site: Overflow (R067BY036CO) Hydric soil rating: No Rago, ponded Percent of map unit: 1 percent Landform: Playas Landform position (two-dimensional): Summit Landform position (three-dimensional): lnterfluve Down -slope shape: Concave Across -slope shape: Concave Ecological site: Closed Upland Depression (R067BY010C0) Hydric soil rating: No 75 Wages fine sandy loam, 0 to 6 percent slopes Map Unit Setting National map unit symbol: 3611 Elevation: 3,900 to 5,600 feet Mean annual precipitation: 15 to 19 inches Mean annual air temperature: 46 to 52 degrees F Frost -free period: 135 to 155 days Farmland classification: Farmland of statewide importance Map Unit Composition Wages and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Wages Setting Landform: Alluvial fans, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous loamy alluvium Typical profile HI - 0 to 4 inches: fine sandy loam H2 - 4 to 14 inches: sandy clay loam H3 - 14 to 60 inches: loam H4 - 60 to 64 inches: sandy loam, gravelly sandy loam H4 - 60 to 64 inches: Properties and qualities Slope: 0 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low 21 Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 2.00 inihr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhoslcm) Available water storage in profile: Moderate (about 8.7 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (non irrigated): 3e Hydrologic Soil Group: B Ecological site: Loamy Plains (RO67BY002CO) Hydric soil rating: No Minor Components Platner Percent of map unit: 9 percent Hydric soil rating: No Kim Percent of map unit: 5 percent Hydric soil rating: No Mitchell Percent of map unit: 1 percent Hydric soil rating: No Storm Drainage Report Revision 0 Appendix. APPENDIX B - SITE DELINEATION fiNa•Iav-Ierahl• vaa yEgrauDIE\EMH\lrblu5xBao wa9nHeuua{e47 egalLVd0eeaifillc.RINABIliell3VZ furµaa wa so -:e ewgfsf- *Po Z2383dP '4 P WId HEYENNE HUB ENHANCEMENT DRAINAQE PLAN co CC Ct CI 0 0 ❑ fl u_ � Z • T Ce CC D r17 D CC W H CC e 4 O CL ci r d . F N} O h } OD Ifs :Y-I'►O tUCTIO FILE PFD. W E M 0.208 AC —FT 0.652 AC —FT V U {JS m I6 a_ b < L+J Z Z Z cc Er CI 0i Et Q D Z > cc(3 W W id r r d Cr r 6 I -I C 0 I+7 I- r r CtI 4> Fri CD IrS CO L I hl tr 147 O O Ir) 47 Uri F.C. cr IETENTION PC]N r� r+} 4f}CC) L I co .6 O in 47 L I co O O IrS 47 Ii I 03 r{l .6 EL' ll l r Er ELIMINA Z CONST I O II,.�= LA El Ea 0tn. • n •h:. I r,g W rL — 0I- k J 0r kcu rr I r'+ 4} UI UJ L(.:' ri h147 W LL EPTH ELEV. 3O ELE\ ELEV. J W ELEV. l- cc TIME EPTH CO ELE\ ELEV. YEAR El. R ELEV. YEAR E CC TIME IL U)1,..0 JD II II— if)I -- n7 D3 H W YEAR W la , rr, y, LI La LE < la I L C. I_l ,- _ c-': fi R_, i':1 h`1 i it t'.' t POND 1 — VI MAX D WC0v g O,:}, J cl W o I O0 r SJJ I 0 r 0 > J CC RELEAS POND 2 — VI MAX D Woo" VOL@W < W } I O r > t 0 �. RELEAS Y� (n -I,% MI Ll] ' ilk~ �.•I ~~-•-v r --'ti ( —r .. .. 7-C r lL C'J J ,• W 0 Z S2 r,5L' ixZ cr li '1 � f k d Jt_ a . • �' c ti�P. 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Number of Elements Pre_Basi ns.SPF CFS Elevation SCS TR-55 SCS TR-55 Kinematic Wave YES YES Mar 01, 2018 Mar 02, 2018 Mar 01, 2018 0 0 01:00:00 0 00:05:00 0 00:05:00 30 Qty Rain Gages 1 Subbasins 9 Nodes 9 Junctions 8 Outfalls 1 Flow Diversions 0 Inlets 0 Storage Nodes 0 Links 8 Channels . . 0 Pipes 8 Pumps 0 Orifices 0 Weirs 0 Outlets 0 Pollutants 0 Land Uses 0 Rainfall Details SN Rain Gage Data Data Source Rainfall ID Source ID Type 00:00:00 00:00:00 00:00:00 days days hh:mm:ss days hh: m m:ss days hh: m m:ss seconds Rain State County Return Rainfall Rainfall Units Period Depth Distribution (years) (inches) inches Colorado Weld 10 1.76 SCS Type II 24 -hr 1 Rain Gage -01 Time Series 10-yr Cumulative Subbasin Summary SN Subbasin ID Area Weighted Curve Number (ac) Total Total Total Peak Rainfall Runoff Runoff Runoff Volume (in) (in) (ac -in) (cfs) Time of Concentration (days hh:rnrn:ss) 1 Basin 1 2 Basi n2 3 Basin3 4 Basin4 5 Basi n5 6 Basi n6 7 OffsiteBasi n 1 8 Offsitebasi n2 9 affsitebasin3 1.70 12.30 4.61 2.98 2.34 4.33 220.79 3.18 2.92 73.80 71.18 84.53 81.05 87.96 79.16 67.26 71.12 69.22 1.76 1.76 1.76 1.76 1.76 1.76 1.76 1.76 1.76 0.24 0.18 0.60 0.46 0.77 0.39 0.11 0.18 0.14 0.41 2.23 2.78 1.37 1.81 1.70 24.07 0.57 0.42 0.18 1.01 3.73 1.02 1.31 1.31 4.58 0.23 0.18 O 00:41:25 O 00:29:58 0 00:10:39 0 00:32:22 0 00:39:28 0 00:28:07 O 01:07:40 O 00:36:42 O 00:22.16 Subbasin Hydrology Subbasin : Basini Input Data Area (ac) 1.70 Weighted Curve Number 73.80 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration TOC Method : SCS TR-55 Sheet Flow Equation : Tc = (0.007 * ((n * Lf)"0.8)) / ((P"0.5) * (Sf"0.4)) Where : Tc = Time of Concentration (hr) n = Manning's roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ftlft) Shallow Concentrated Flow Equation : V =16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf"0.5) (paved surface) V = 15.0 * (Sf"0.5) (grassed waterway surface) V = 10.0 * (Sf"0.5) (nearly bare & untilled led surface) V = 9.0 * (Sf"0.5) (cultivated straight rows surface) V = 7.0 * (Sf"0.5) (short grass pasture surface) V = 5.0 * (Sf"0.5) (woodland surface) V = 2.5 * (Sf"0.5) (forest w/heavy litter surface) Tc = (Lf I V) / (3600 sec/hr) Where: Tc = Time of Concentration (hr) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation : V = (1.49 * (R"(213)) * (Sf"0.5)) / n R =Aq/Wp Tc = (Lf / V) / (3600 seclh r) Where: Tc = Time of Concentration (hr) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft2) Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) n = Manning's roughness 1.70 - 73.80 1.70 73.80 Sheet Flow Com putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 41.43 Subbasin Runoff Results Subarea Subarea Subarea A B C .2 300 x} 2.6 1.70 0.14 36.69 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 435 .90 Unpaved 1.53 4.74 Total Rainfall (in) 1.76 Total Runoff (in) 0.24 Peak Runoff (cfs) 0.18 Weighted Curve Number 73.80 Time of Concentration (days hh:mm:ss) . 0 00:41:26 0.00 0.00 Unpaved 0.00 0.00 0.00 0.00 Unpaved 0.00 0.00 Subbasin : Basinl Rainfall Intensity Graph 03 C 03 2.5 _ 2.4 - 23 - 2.2- 2.1- 2- 1.9- 1.8- 1.7- 1.6 : 1.5 1.4 1.3 1.2 1.1 1- 0.9- 0.8 0.7 0.6 -- R5- 0.4 03- 0.2- 0.1- 1 I I 0 1 2 3 4 5 0.2 0.'19 0.10 0.17 0.16 D.15 0.14 0.13- 0.12 a.11 tit 0.1 Q C 0.09 0.08 a.U7 0.06 0.05 0.04 - 0.03 - 0.02 - 0.01 - 7 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Runoff Hydrograph sH i i _ • _ 0 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Subbasin : Basin2 Input Data Area (ac) 12.30 Weighted Curve Number 71.18 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil (acres) Group Curve Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 29.98 Subbasin Runoff Results 12.30 12.30 - 71.18 71.18 Subarea Subarea Subarea A B C .2 300 7.1 1.70 0.20 24.55 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 831 2.5 Unpaved 2.55 5.43 Total Rainfall (in) 1.76 Total Runoff (in) 0.18 Peak Runoff (cfs) 1.01 Weighted Curve Number 71.18 Time of Concentration (days hh:mm:ss) . 0 00:29:59 0.00 0.00 Unpaved 0.00 0.00 0.00 0.00 Unpaved 0.00 0.00 Subbasin : Basin2 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5 2.4- 2.3- 2.2 : 2.1 2 1.9.. 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 as - OA 0.3 - 0.2 0.1 1.05 1- 0.9% - O .9 - 0.85 - a8 - 0.75- o.] - 0.65 - 0.6 - 4- as 0.5E- "law- 0.5- 0.45- 0.4 - 0.35 - O .3 0.25 - a2 - 0.15- O .1 - 0.05- 2 3 4 5 6 7 0 9 10 11 12 13 14 15 10 17 16 19 20 21 22 23 Time (hrs) Runoff Hydrograph 1 2 3 4 5 6 7 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 Time (hrs) Subbasin : Basin3 Input Data Area (ac) 4.61 Weighted Curve Number 84.53 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 10.66 Subbasin Runoff Results 4.61 - 84.53 4.61 84.53 Subarea Subarea Subarea A B C .2 0.00 51 0.00 5.9 0.00 1.70 0.00 0.13 0.00 6.41 0.00 Subarea Subarea A B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 424 1.95 Unpaved 2.25 3.14 Subarea A 0.00 0.00 Unpaved 0.00 0.00 Subarea B 0.00 0.00 Unpaved 0.00 0.00 Subarea C .03 264 3.1 1.4 4.6 3.96 1.11 Total Rainfall (in) 1.76 Total Runoff (in) 0.60 Peak Runoff (cfs) 3.73 Weighted Curve Number 84.53 Time of Concentration (days hh:mm:ss) . 0 00:10:40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basin3 Rainfall Intensity Graph 03 C 03 GO U Q C 2.6 _ 2.5- 2.4- 2.3 23 2.1 2 1.9.. 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.6 0.7 0.6 as 0.4 0.3 - 0.2 0.1 4- 3.8 - 3.6 - 3.4 - 3.2- 3- 2.8- 2.6- 2.4- 2.2- 2- 1.6- 1.6- 1.4 - 1.2 - 1 0.6 - 0.6 - 0.4- a2- 2 3 4 7 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Runoff Hydrograph 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Subbasin : Basin4 Input Data Area (ac) 2.98 Weighted Curve Number 81.05 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil (acres) Group Curve Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (#2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 32.37 Subbasin Runoff Results 2.98 2.98 - 81.05 81.05 Subarea Subarea Subarea A B C .2 0.00 300 0.00 3.88 0.00 1.70 0.00 0.16 0.00 31.26 0.00 Subarea Subarea A B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C .03 0.00 250 0.00 2.8 0.00 1.4 0.00 4.6 0.00 3.76 0.00 1.11 0.00 Total Rainfall (in) 1.76 Total Runoff (in) 0.46 Peak Runoff (cfs) 1.02 Weighted Curve Number 81.05 Time of Concentration (days hh: mm :ss) . 0 00:32:22 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basin4 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3- 23 2.1 2 1.9.. 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 as - OA 0.3 - 0.2 0.1 1.1 - 1.05 - 1- 0.95 - a9 - 0.85- 0.8 - 0.75 - 0.7- 0.45 0.4- 0.36 0.3 0.25- 0.2 0.15 - 0.1 - 0.05 - 2 3 4 5 6 7 0 9 10 11 12 13 14 15 10 17 16 19 20 21 22 23 Time (hrs) Runoff Hydrograph 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 Time (hrs) Subbasin : Basin5 Input Data Area (ac) Weighted Curve Number Rain Gage ID Composite Curve Number Soil/Surface Description 2.34 87.96 Rain Gage -01 Area (acres) Soil Curve Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 39.48 Subbasin Runoff Results Total Rainfall (in) Total Runoff (in) Peak Runoff (cfs) Weighted Curve Number Time of Concentration (days hh:mm:ss) . 2.34 2.34 Subarea A - 87.96 87.96 Subarea Subarea B C .2 300 3.6 1.70 0.16 32.21 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 445 .4 Unpaved 1.02 7.27 1.76 0.77 1.31 87.96 0 00:39:29 0.00 0.00 Unpaved 0.00 0.00 0.00 0.00 Unpaved 0.00 0.00 Subbasin : Basin5 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3 23 2.1 2 1.9 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 as 0.4 0.3 - 0.2 0.1 - 1.35 1.3 1.25- 1.2- 1.15 1.1 - 1.05- 1 0.95 - 0.9 - 0.85 - n 0.8- 0.F5- U - ` J 0.7 - 0 0.65- = 0.6 - 0.55- 0.5- 0.45- 0.4- 0.35 - 0.3 - 0.25 0.2 0.15 0.1- 0.05 2 3 4 6 7 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Runoff Hydrograph I _ 0 1 2 3 4 5 6 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 Time (hrs) Subbasin : Basin6 Input Data Area (ac) 4.33 Weighted Curve Number 79.16 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (#2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 28.12 Subbasin Runoff Results 4.33 - 79.16 4.33 79.16 Subarea Subarea Subarea A B C .2 275 4.6 1.70 0.17 27.24 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C .03 570 4.6 21.4 21.1 10.75 0.88 Total Rainfall (in) 1.76 Total Runoff (in) 0.39 Peak Runoff (cfs) 1.31 Weighted Curve Number 79.16 Time of Concentration (days hh:mm:ss) :ss) . 0 00:28:07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : BasinG Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3 23 2.1 2 1.9 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 as 0.4 0.3 - 0.2 0.1 - 1.35 1.3- 1.25- 1.2- 1.15 1.1 - 1.05 1- 0.95 - 0.9 - 0.85 - n 0.8- 0.F5- U - `J 0.7- - 0 0.65- = 0.6 - 0.55- 0.5- 0.45- 0.4- 0.35 - 0.3 - 0.25 0.2- 0.15 0.1- 0.05 - 2 3 4 6 7 0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hrs) Runoff Hydrograph 1 0 1 2 3 4 8 6 I 8 9 10 11 12 13 14 15 18 17 10 19 20 21 Time (hrs) 22 23 Subbasin : OffsiteBasin i Input Data Area (ac) 220.79 Weighted Curve Number 67.26 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 67.68 Subbasin Runoff Results 220.79 - 67.26 220.79 67.26 Subarea Subarea Subarea A B C .2 300 4.82 1.70 0.17 28.66 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 6542 3.21 Unpaved 2.89 37.73 Subarea A 0.00 0.00 Unpaved 0.00 0.00 Subarea B 0.00 0.00 Unpaved 0.00 0.00 Subarea C .03 1400 4.6 39.03 17.6 18.11 1.29 Total Rainfall (in) 1.76 Total Runoff (in) 0.11 Peak Runoff (cfs) 4.58 Weighted Curve Number 67.26 Time of Concentration (days hh:mm:ss) . 0 01:07:41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : OffsiteBasinl Rainfall Intensity Graph 03 C 03 GO U Q C 2.6 _ 2.5- 2.4- 2.3- 23 2.1 2- 1.9 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 OA 0.3 - 0.2 0.1 4.8- 4.8 - 4A - 4.2- 4 - 3.6 3.8 at - 3.3 - 3- 2.8 - 2.6 2.4- 2.2- 2- 1.6- 1.6 - 1.4 - 1.2 - 1 0.8 - 0.6 - 0.4- 0.3 - 2 3 4 5 6 7 0 9 10 11 12 13 14 15 10 17 16 19 20 21 22 23 Time (hrs) Runoff Hydrograph 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 Time (hrs) Subbasin : Offsitebasin2 Input Data Area (ac) 3.18 Weighted Curve Number 71.12 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil (acres) Group Curve Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 36.71 Subbasin Runoff Results 3.18 3.18 - 71.12 71.12 Subarea Subarea Subarea A B C .2 0.00 300 0.00 2.9 0.00 1.70 0.00 0.14 0.00 35.12 0.00 Subarea Subarea A B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 233 2.3 Unpaved 2.45 1.59 Total Rainfall (in) 1.76 Total Runoff (in) 0.18 Peak Runoff (cfs) 0.23 Weighted Curve Number 71.12 Time of Concentration (days hh:mm:ss) . 0 00:36:43 0.00 0.00 Unpaved 0.00 0.00 0.00 0.00 Unpaved 0.00 0.00 Subbasin : Offsitebasin2 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3- 23 2.1 2 1.9.. 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 - as OA 0.3 - 0.2 0.1 0.24 0.23 0.22 0.21 0.2 0.19 0.18 0.1" 0.16 0.15- 0.14 0.13 - tit 0.12 0.11- 0.1 0.09 0.08- 0.07- 0.06 0.05 0.04 0.03 0.02 0.01 2 3 4 5 6 7 0 9 10 11 12 13 14 15 10 17 16 19 20 21 22 23 Time (hrs) Runoff Hydrograph 2 3 4 6 7 8 9 10 11 12 13 14 15 18 17 18 19 20 21 22 23 Time (hrs) Subbasin : Offsitebasin3 Input Data Area (ac) 2.92 Weighted Curve Number 69.22 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 22.28 Subbasin Runoff Results 2.92 - 69.22 2.92 69.22 Subarea Subarea Subarea A B C .2 0.00 0.00 262 0.00 0.00 6.9 0.00 0.00 1.70 0.00 0.00 0.20 0.00 0.00 22.28 0.00 0.00 Total Rainfall (in) 1.76 Total Runoff (in) 0.14 Peak Runoff (cfs) 0.18 Weighted Curve Number 69.22 Time of Concentration (days hh:mrri:ss) . 0 00:22:17 Subbasin : Offsitebasin3 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3- 23 2.1 2 1.9.. 1.8 1.7-. 1.6 1.5 - 1.4 - 1.3- 1.2 - 1.1- 1- 0.9 - 0.8 0.7 0.6 as- OA 0.3 - 0.2 0.1 Immorr 0.19- 0.16- 0.17- 0.16 - 0.15- 0.1,4 - 0.13- 0.12 - .,Q.11- Lo 0.1- 0.09- = 0.08- 0.07 0.06 - 0.05 - 0.04 - 0.03 - 0.02 - 0.01 - 2 3 4 5 6 7 0 9 10 11 12 13 14 15 10 17 16 19 20 21 22 23 Time (hrs) Runoff Hydrograph 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 10 19 20 21 22 23 Time (hrs) Project Description File Name Project Options Flow Units Elevation Type Hydrology Method Time of Concentration (TOC) Method Link Routing Method Enable Overflow Ponding at Nodes Skip Steady State Analysis Time Periods Analysis Options Start Analysis On End Analysis On Start Reporting On Antecedent Dry Days Runoff (Dry Weather) Time Step Runoff (Wet Weather) Time Step Reporting Time Step Routing Time Step .. Number of Elements Post Basi ns.SPF CFS Elevation SCS TR-55 SCS TR-55 Kinematic Wave YES YES Mar 01, 2018 Mar 02, 2018 Mar 01, 2018 0 0 01:00:00 0 00:05:00 0 00:05:00 30 Qty Rain Gages 1 Subbasins 9 Nodes 10 Junctions 9 Outfalls 1 Flow Diversions 0 Inlets 0 Storage Nodes 0 Links 8 Channels . . 0 Pipes 8 Pumps 0 Orifices 0 Weirs 0 Outlets 0 Pollutants 0 Land Uses 0 Rainfall Details SN Rain Gage Data Data Source Rainfall ID Source ID Type 00:00:00 00:00:00 00:00:00 days days hh:mm:ss days hh: m m:ss days hh: m m:ss seconds Rain State County Return Rainfall Rainfall Units Period Depth Distribution (years) (inches) inches Colorado Weld 10 1.76 SCS Type II 24 -hr 1 Rain Gage -01 Time Series 10-yr Cumulative Subbasin Summary SN Subbasin ID Area Weighted Curve Number (ac) Total Total Total Peak Rainfall Runoff Runoff Runoff Volume (in) (in) (ac -in) (cfs) Time of Concentration (days hh:rnrn:ss) 1 Basin 1 2 Basin2 3 Basi n3 4 Basi n4 5 Basi n5 6 Basi n6 7 OffsiteBasi n1 8 Offsitebasi n2 9 OffsiteBasin3 1.70 12.30 4.61 2.98 2.34 4.33 220.79 3.18 2.92 74.10 78.28 85.59 81.19 88.16 80.34 67.26 71.12 69.22 1.76 1.76 1.76 1.76 1.76 1.76 1.76 1.76 1.76 0.25 0.37 0.65 0.47 0.79 0.43 0.11 0.18 0.14 0.42 4.49 3.01 1.39 1.83 1.88 24.07 0.57 0.42 0.51 3.25 4.10 1.24 1.43 2.15 4.58 0.23 0.18 O 00:06:42 O 00:29:17 0 00:10:15 0 00:24:19 0 00:35:42 0 00:14:47 O 01:07:40 O 00:36:42 O 00:22:16 Subbasin Hydrology Subbasin : Basini Input Data Area (ac) 1.70 Weighted Curve Number 74.10 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Croup Number Composite Area & Weighted CN Time of Concentration TOC Method : SCS TR-55 Sheet Flow Equation : Tc = (0.007 * ((n * Lf)'0.8)) / ((P"0.5) * (Sf"0.4)) Where : Tc = Time of Concentration (hr) n = Manning's roughness Lf = Flow Length (ft) P = 2 yr, 24 hr Rainfall (inches) Sf = Slope (ftlft) Shallow Concentrated Flow Equation : V =16.1345 * (Sf^0.5) (unpaved surface) V = 20.3282 * (Sf"0.5) (paved surface) V = 15.0 * (Sf"0.5) (grassed waterway surface) V = 10.0 * (Sf"0.5) (nearly bare & untilled led surface) V = 9.0 * (Sf"0.5) (cultivated straight rows surface) V = 7.0 * (Sf"0.5) (short grass pasture surface) V = 5.0 * (Sf^0.5) (woodland surface) V = 2.5 * (Sf"0.5) (forest w/heavy litter surface) Tc = (Lf I V) / (3600 sec/hr) Where: Tc = Time of Concentration (hr) Lf = Flow Length (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) Channel Flow Equation : V = (1.49 * (R"(2/3)) * (Sf"0.5)) / n R =Aq/Wp Tc = (Lf / V) / (3600 seclh r) Where: Tc = Time of Concentration (hr) Lf = Flow Length (ft) R = Hydraulic Radius (ft) Aq = Flow Area (ft2) Wp = Wetted Perimeter (ft) V = Velocity (ft/sec) Sf = Slope (ft/ft) n = Manning's roughness 1.70 - 74.10 1.70 74.10 Sheet Flow Com putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Computations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft9) : Wetted Perimeter (ft) : Velocity (ftlsec) : Computed Flow Time (min) : Total TOC (min) 6.70 Subbasin Runoff Results Total Rainfall (in) Total Runoff (in) Peak Runoff (cfs) Weighted Curve Number Time of Concentration (days hh:mm:ss) Subarea A Subarea Subarea B G .2 43 7.1 1.70 0.14 5.19 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C .03 692 .56 54 18.4 7.62 1.51 1.76 0.25 0.51 74.10 ... 0 00:06:42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basins! Rainfall Intensity Graph 03 C 03 2.6 _ 2.4- 23 - 2.2- 2.1 _ 2- 1.9- 1.8 _ 1.7 _ 1.6- 1.6- 1.4 _ 1.3- 1.2 _ 1.1 _ 1- 0.9 0.8 _ 0.7 _ 0.6 0.5 0.4 0.3 0.2 0.1- 0 0.52 0.6 0.4E 0.46 - 0.44- 0.42- 0.4 0.30 - 0.36 - 0.34- 0.32 n 0.3 - 0.20 - - 0.26- C 0.24 0.22 - 0.2 - 0.18 0.96 - 0.14- 0.12 - 0.1 - 0.00 - 0.06 - 0.04 0.02- 2 3 4 5 6 7 8 9 10 11 12 13 Time (hrs) Runoff Hydrograph 14 15 15 17 18 19 20 21 22 0 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 Time (hrs) Subbasin : Basin2 Input Data Area (ac) Weighted Curve Number Rain Gage ID Composite Curve Number Soil/Surface Description 12.30 78.28 Rain Gage -01 Area (acres) Soil Curve Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 29.29 Subbasin Runoff Results Total Rainfall (in) Total Runoff (in) Peak Runoff (cfs) Weighted Curve Number Time of Concentration (days hh:mm:ss) 12.30 12.30 Subarea A - 78.28 78.28 Subarea Subarea B C .2 300 7.1 1.70 0.20 24.55 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 228 3.29 Unpaved 2.93 1.30 Subarea A 0.00 0.00 U n paved 0.00 0.00 Subarea B 0.00 0.00 Unpaved 0.00 0.00 Subarea C .03 829 1.29 5 8.32 4.02 3.44 1.76 0.37 3.25 78.28 ... 0 00:29:17 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basin2 Rainfall Intensity Graph 03 C 03 GO U Q C 2.6 _ 2.5- 2.4- 2.3 - 2.2 2.1 - 2 _ 1.9 _ 1.8- 1.7 _ 1.6 _ 1.5 _ 1.4 _ 1.3 _ 1.2- 1.1 _ 1 _ 0.9 _ 0.8 _ 0.7 0.6 _ 0. - 0.4 _ 0.3 _ 0.2 _ 0.1 _ 3.6 1 2 3 4 5 7 8 9 10 11 12 13 Time (hrs) Runoff Hydrograph 14 15 15 17 18 19 20 "1 3.4- a2 - 3- 2.8 - 2.6 - 2.4- 2.2 - 2- 1.8- 1.6 - 1.4 - 1 2 - 1 Q.$ 0.6 - 0.4- 0.2 2 3 4 8 E 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Time (hrs) Subbasin : Basin3 Input Data Area (ac) 4.61 Weighted Curve Number 85.59 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Croup Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 10.25 Subbasin Runoff Results 4.61 - 85.59 4.61 85.59 Subarea Subarea Subarea A B C .2 0.00 51 0.00 5.9 0.00 1.70 0.00 0.13 0.00 6.41 0.00 Subarea Subarea A B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 424 1.95 Unpaved 2.25 3.14 Subarea A 0.00 0.00 U n paved 0.00 0.00 Subarea B 0.00 0.00 Unpaved 0.00 0.00 Subarea C .03 264 3.1 5 8.3 6.24 0.71 Total Rainfall (in) 1.76 Total Runoff (in) 0.65 Peak Runoff (cfs) 4.10 Weighted Curve Number 85.59 Time of Concentration (days hh:mm:ss) . 0 00:10:15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basin3 Rainfall Intensity Graph 03 C 03 GO O C 2.6 _ 2.5- 2.4- 2.3- 2.3 2.1- 2 _ 1.9 _ 1.8- 1.7 _ 1.6 _ 1.5 _ 1.4 _ 1.3 _ 1.2- 1.1 _ 1 _ 0.9 _ 0.8 _ 0.7 0.6 _ 0. - 0.4 _ 0.3 _ 0.2 _ 0.1 _ 4.4 4.2 4 3.8 3.E - 3.4 3.2- 3- 2.8- 2.6 - 2.4- 2.2 - 2- 1.$ 1.6- 1.4- 1.2 1 0.8 0.6 0.4 0.2 1 2 3 4 5 7 8 9 10 11 12 13 Time (hrs) Runoff Hydrograph 14 15 15 17 18 19 70 "1 - I 0 2 3 4 6 6 7 8 9 10 11 12 13 14 15 16 17 Time (hrs) 18 19 20 21 Subbasin : Basin4 Input Data Area (ac) 2.98 Weighted Curve Number 81.19 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (#2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 24.32 Subbasin Runoff Results 2.98 - 81.19 2.98 81.19 Subarea Subarea Subarea A B C .2 122 1.42 1.70 0.09 22.75 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C .03 597 3.22 5 8.3 6.36 1.57 Total Rainfall (in) 1.76 Total Runoff (in) 0.47 Peak Runoff (cfs) 1.24 Weighted Curve Number 81.19 Time of Concentration (days hh: mm :ss) . 0 00:24:19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basin4 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3- 2.3 2.1- 2 _ 1.9 _ 1.8- 1.7 _ 1.6 _ 1.5 _ 1.4 _ 1.3 _ 1.2- 1.1 _ 1 _ 0.9 _ 0.8 _ 0.7 0.6 _ 0. - 0.4 _ 0.3 _ 0.2 _ 0.1 _ 1.3 _ 1.25- 1.3 1.15 - 1.1 - 1.05- 1- 0.95- 0.9 - 0.85- 0.0 0.75- u 0.7- 0.65- o - c 0.6- 0.55- 0.5- 0.45- 0.,4 - 0.35- 0.3 - 0.26- a2 - 0.15 - 0.1 0.06 - 1 2 3 4 5 7 8 9 10 11 12 13 Time (hrs) Runoff Hydrograph 14 15 15 17 18 19 20 71 2 3 4 i 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Time (hrs) Subbasin : Basin5 Input Data Area (ac) Weighted Curve Number Rain Gage ID Composite Curve Number Soil/Surface Description 2.34 88.16 Rain Gage -01 Area (acres) Soil Curve Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 35.70 Subbasin Runoff Results Total Rainfall (in) Total Runoff (in) Peak Runoff (cfs) Weighted Curve Number Time of Concentration (days hh:mm:ss) 2.34 2.34 Subarea A - 88.16 88.16 Subarea Subarea B C .2 300 3.6 1.70 0.16 32.21 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 221 1.3 Unpaved 1.84 2.00 Subarea A 0.00 0.00 U n paved 0.00 0.00 Subarea B 0.00 0.00 Unpaved 0.00 0.00 Subarea C .03 224 .5 5 8.3 2.51 1.49 1.76 0.79 1.43 88.16 ... 0 00:35:42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : Basin5 Rainfall Intensity Graph 03 C 03 2.6 _ 2.6 - 2.4- 2.3 - 2.2 2.1 - 2- 1.9- 1.8- 1] _ 1.6- 1.5 - 1.4- 1.3- 1.2- 1.1- 1 0.9 - 0.6- 0.7 - 0.6 - 0 - 0.4- 0.3 - 0.2 - 0.1 1.55- 1.E- 1.45- 1.4- 1.35 1.3- 1.25- 1.2 1.16 1.1 - 1.05- 1- 0.95 .--, 0.9: fi 0.05- 0.8. 0 0.75 C 0.7 0.65- 0.6 0.55 0.6 - 0.45 0.4 0.35 0.3 - 0.25 0.2- 0.15- 0.1 - 0.05 - 1 2 3 4 5 6 7 $ 9 10 11 12 13 14 15 15 17 18 19 20 21 Time (hrs) Runoff Hydrograph 1-5 i _ i _ 1 0 1 2 3 4 5 7 8 10 11 12 13 14 15 16 17 18 19 20 21 Time (hrs) Subbasin : Basin6 Input Data Area (ac) 4.33 Weighted Curve Number 80.34 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (#2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 14.79 Subbasin Runoff Results 4.33 - 80.34 4.33 80.34 Subarea Subarea Subarea A B C .2 275 4.6 1.70 0.17 27.24 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C .03 269 .4 21.4 21.1 3.17 1.41 Total Rainfall (in) 1.76 Total Runoff (in) 0.43 Peak Runoff (cfs) 2.15 Weighted Curve Number 80.34 Time of Concentration (days hh: mm :ss) . 0 00:14:47 .03 301 .7 40 26.9 5.41 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : BasinG Rainfall Intensity Graph 03 C 03 GO U Q C 2.6 _ 2.5- 2.4- 2.3- 2.3 2.1- 2 _ 1.9 _ 1.8- 1.7 _ 1.6 _ 1.5 _ 1.4 _ 1.3 _ 1.2- 1.1 _ 1 _ 0.9 _ 0.8 _ 0.7 0.6 _ 0. - 0.4 _ 0.3 _ 0.2 _ 0.1 _ 2.3 2.2 2.1 2 1.9 1.8 1.7 1.6 1.5 1.4 1.3- 1.2 1.1 1- 0.9 0.$ 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 22 1 0 1 2 3 4 5 1 2 3 4 8 6 7 8 9 10 11 12 13 Time (hrs) 7 8 9 Runoff Hydrograph 10 111 12 13 Time (hrs) 14 15 16 17 18 19 20 "1 14 15 16 17 18 19 20 21 Subbasin : OffsiteBasin i Input Data Area (ac) 220.79 Weighted Curve Number 67.26 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Croup Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Channel Flow Corn putations Manning's Roughness : Flow Length (ft) : Channel Slope (%) : Cross Section Area (ft2) : Wetted Perimeter (ft) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 67.68 Subbasin Runoff Results 220.79 - 67.26 220.79 67.26 Subarea Subarea Subarea A B C .2 300 4.82 1.70 0.17 28.66 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 6542 3.21 Unpaved 2.89 37.73 Subarea A 0.00 0.00 U n paved 0.00 0.00 Subarea B 0.00 0.00 Unpaved 0.00 0.00 Subarea C .03 1400 4.6 39.03 17.6 18.11 1.29 Total Rainfall (in) 1.76 Total Runoff (in) 0.11 Peak Runoff (cfs) 4.58 Weighted Curve Number 67.26 Time of Concentration (days hh:mm:ss) . 0 01:07:41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Subbasin : OffsiteBasinl Rainfall Intensity Graph 03 C 03 GO U Q C 2.6 _ 2.5- 2.4- 2.3- 2.3 2.1- 2 _ 1.9 _ 1.8- 1.7 _ 1.6 _ 1.5 _ 1.4 _ 1.3 _ 1.2- 1.1 _ 1 _ 0.9 _ 0.8 _ 0.7 0.6 _ 0. - 0.4 _ 0.3 _ 0.2 _ 0.1 _ 4.8 4.8 - 4.4- 4.2- 4 - 36- 3.6 - a4- 3.3 3 2.8- 2.6- 2.4- 2.2- 2- 1.6- 1.6 - 1.4 - 1.2 - 1 0.8 - 0.6 - 0.4- 0.3 - 1 2 3 4 5 7 8 9 10 11 12 13 Time (hrs) Runoff Hydrograph 14 15 15 17 18 19 20 "1 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Time (hrs) Subbasin : Offsitebasin2 Input Data Area (ac) 3.18 Weighted Curve Number 71.12 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Shallow Concentrated Flow Computations Flow Length (ft) : Slope (%) : Surface Type : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 36.71 Subbasin Runoff Results 3.18 - 71.12 3.18 71.12 Subarea Subarea Subarea A B C .2 300 2.9 1.70 0.14 35.12 Subarea A 0.00 0.00 0.00 0.00 0.00 0.00 Subarea B 0.00 0.00 0.00 0.00 0.00 0.00 Subarea C 233 2.3 Unpaved 2.45 1.59 Total Rainfall (in) 1.76 Total Runoff (in) 0.18 Peak Runoff (cfs) 0.23 Weighted Curve Number 71.12 Time of Concentration (days hh:mm:ss) . 0 00:36:43 0.00 0.00 Unpaved 0.00 0.00 0.00 0.00 Unpaved 0.00 0.00 Subbasin : Offsitebasin2 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3 - 2.2 2.1 - 2- 1.9- 1.8- 1] _ 1.6- 1.5 - 1.4- 1.3- 1.2- 1.1- 1 0.9 - 0.8 - 0.7 - 0.6 - 05- 0.4- 0.3 - 0.2 - 0.1 0.24- 0.23 - 0.22 - 0.21 - 0.2 - 0.19 - 0.18 - 0.1"- 0.16 - 0.15- 0.14- 0.13- - 0.12- C 0.11- 0.1 0.09- 0.08- 0.07- 0.06 - 0.05- 0.04- 0.03 - 0.02 - 0.01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 17 18 19 20 21 Time (hrs) Runoff Hydrograph 1-5 4 I 0 1 2 3 4 8 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Time (hrs) Subbasin : OffsiteBasin3 Input Data Area (ac) 2.92 Weighted Curve Number 69.22 Rain Gage ID Rain Gage -01 Composite Curve Number Soil/Surface Description Area Soil Curve (acres) Group Number Composite Area & Weighted CN Time of Concentration Sheet Flow Corn putations Manning's Roughness : Flow Length (ft) : Slope (%) : 2 yr, 24 hr Rainfall (in) : Velocity (ft/sec) : Computed Flow Time (min) : Total TOC (min) 22.28 Subbasin Runoff Results 2.92 - 69.22 2.92 69.22 Subarea Subarea Subarea A B C .2 0.00 0.00 262 0.00 0.00 6.9 0.00 0.00 1.70 0.00 0.00 0.20 0.00 0.00 22.28 0.00 0.00 Total Rainfall (in) 1.76 Total Runoff (in) 0.14 Peak Runoff (cfs) 0.18 Weighted Curve Number 69.22 Time of Concentration (days hh:mrri:ss) . 0 00:22:17 Subbasin : OffsiteBasin3 Rainfall Intensity Graph 03 C 03 2.6 _ 2.5- 2.4- 2.3- 2.3 2.1- 2 _ 1.9 _ 1.8- 1.7 _ 1.6 _ 1.5 _ 1.4 _ 1.3 _ 1.2- 1.1 _ 1 _ 0.9 _ 0.8 _ 0.7 0.6 _ 0. - 0.4 _ 0.3 _ 0.2 _ 0.1 _ 0.19 0.16- 0.17- 0.16 - 0.15- 0.1,4 - 0.13- 0.12 - Q.11- Lo 0.1- 0.09- = 0.08- 0.07- 0.06 - 0.05 - 0.04 0.03 - 0.02 - 0.01 1 2 3 4 5 7 8 9 10 11 12 13 Time (hrs) Runoff Hydrograph 14 15 15 17 18 19 20 "1 1 2 3 4 6 7 8 9 10 11 112 13 14 15 16 17 18 19 <_i 21 Time (hrs) Storm Drainage Report Revision a Appendix APPENDIX D — HYDRAULIC CALCULATIONS DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD-Detentlan, Version 3.07 (February 2017) Project Casio ID: Pond 1 - Basiis 1.2 and 3 alga I PM lingo 3,wIse "4'R Example Iona Configtration (Retention Pond) Required Vdume Calcubtion Selected BNIP Type= Watershed area = Watershed Length = Watershed Slope = Watershed Irnpervtwsriess = Percerdage Hydrologic Sail Group A = Percentage liydrdcgic Soil Group B= Percentage l iydrdcgic Soil Group$• CID = EDB 1B.20 115) 0.035 24.76'S; 182'!4. 818":, 40.0 acres ft n:1t percent percent percent percent Desired WOO V D rdirl Time = hours Location for 1 -hr Rainfall Depths. = Denver - Capitol Budding Water Quality Capture Vdlu rite (WQC't/j. = Excess Urten Ruruod! Vdurne(EURV}= 2-yr Runoff Volume (P1 = 0.83iur.; = 6-yr Runoff Volume (P1 = 1.09 in.; = 10yr Rudolf Vdurne (P1 = 1-33 in.; = 2 yr FZunolf Volurne(P1 = 1.69iin.; = 5C-yrRunoff Vdurne(P1 = 1.99iin.; = 1CC-yr Runoff Vdurne(P1 = 278in. ; = 50.0-yr Runoff Vclurne(P1 = 3.14 in.; = Agroxirriale 2-yr Detention Vdurne= Approximate 5-yr Detention Vdurne= Approldrnale 10-yr Detention Volume= Approximate 25-yr Detention Volume= Approximate 50-yr Detention Volume= Apprurirn ate 1 CD-yr Detention i/dume = Stage -Storage Calculation Zone 1 Volume (WQCV; = Zrxle 2 Volume (1 C -year - Zone 1; = Zone 3 Vdurri a (1 CC -year - Zones 1 & 2; = Tolal DSarairxl Basin Vdurne = Initial Surcharge Volurne(ISV'; = Initial Surcharge Depth (ISO; = Tolal Availat'le Detention Depth (H,,,,,i; = Depth of Trickle Channel (H1c; = Slope of Trickle Channel (Syt1 _ Slopes or ft.in Basin Sides (Sr,,,i„; = Basin Lengtl4o-Nidth Ratio (Novi = Initial Surcharge Area (AI;,4 Surcharge Volume Length (Li;,4 Surcharge Volume Width (~'grit) _ Depth of Basin Fkor (Han,R) = Length of Basin Floor (Lamm) _ Width cfBasin Floor (Wap0R) = Area of Basin Floor (kooR) _ Volume crBasin Floor (Varr0R) = Depth oflakdin Basin (Fl .,lu) _ Length of Main Basin (Lt, IN) _ Width of (Vain Basin ('Wr:.1lu) _ Area of Main Basirl (At,,:I„) _ Volume of Win Basin (V1;;,11r) Calculated Tolal Basin Vdurrte 0.20 8 I} 422 0.256 0.453. 0.721 1.354 1.816 2900 3.737 0 24 0 0.428 0.550 0.705 0.773 1.202 0.206 0.343 0.552 1.202 27 0.23 4.00 0.50 0. C05 3 a4 82 9.1 9.1 1.20 2531 79.8 2a 125 8C35 1.97 254.9 91.6 24.255 41571 1.202 acre -feel acre-feet acre -feel acre-feet acre -feel acre -feel acre -feel acre -feel acre -feel acre-feet acre-feet acre-feet acre -feel acre -feel acre -feel acre -feel acre -feel acre -feel acre -feel 513 a R It n; n H V' 1112 a R ft ft IL 1102 n^3 1t n IL Itr2 It13 acre-feet Optional User Oyer ries 14Ir Precipila it -n inches inches inches inches inches inc hes inc hes 2.78 Depth Increment = 0.1 Stage - Strxage Description Stage (Ili Optional Owenide Stage (R; Length (11 Width (R; Area (91'•2 Optional Override Area (R^2; Area (acre.; Volume (Rt•3; Volume (ac -11; Top of Mteropool 0.00 9!.1 9.1 82 0.002 MI/ 0.33 9.1 9.1 82 0.002. 26 O.001 0.40 91 9.1 82 0.002 32 0.001 0.50 91 al 82 0.002 40 0:001 0.50 91 a1 82 0.0©2 40 0:001 0.70 91 a1 82 0.002 57 0:001 ago 91 9.1 82 0002 13.5 0.001 0.90 2t2 12:5 268 0.006 78 0.1302 10Q 41.5 18.5 768 0.018 128 0:00(3 1.10 61.8 24.4 1 507 0.026 240 0.Cc6 1.20 82.1 30.2 2.485 0.057 437 0.010 1.30 102.4 35.1 1701 0.085 745 0.017 1.40 122.7 42.0 5,157 0.118 1,186 0.027 1.50 143.0 47.9 5,851 0.157 1,7$4 0.041 1.60 163.3 53.8 8,784 0.202 2,684 0.059 1.70 183.5 59/ 10.956 0.252 &649 0.081 1.80 203.9 66.5 13.2[7 0.307 41,63 0.109 1.9Q 224.2 71.4 11016 0.368 6230 0.143 2.00 244.5 77.3 18906 0.434 7,974 0.183 (Poor 203 x."5.27 79.7 20.127 0.462 USE 0.201 Zona I (WQCV) 2:1}5 253.2 79.9 20.222 0454 9,158 0.210 2.10 253.5 $0.2 20,322 0:467 10.172 0.224 2.20 254.1 80.8 20,523 0471 12214 0.280 2.3Q 254.7 81.4 20.724 0476 14.277 0.328 240 255.3 82.0 20,92.5 0:480 15.359 0.376 2.5Q 2559 82:5 21.128 0485 18462 0.424 250 255.5 83.2 21.3,32 0.490 20.585 0.473 2/0 x.'"47.1 83.8 21.526 0.494 22.728 0.522 Zane 2 (11? pier) 2;76 257.4 24.1 21,059 0.497 24.024 0.562 2.80 257.7 24.4 21,741 0.499 24.892 0.571. 2:90 258.3 85.0 21.946 0.504 27.075 0.622 3:O0 258.9 85.5 22,153 0.500 29.281 0.672 3.10 259 5 26.2 22,.2€0 0.513 31.507 0.723 3.20 x'60.1 25.8 22,568 0.518 3a753 0.775 3.30 260.7 87.4 22,775 0.523 36.020 0.827 3:40 x"5.13 28.0 22.f85 0.528 38,308 0.879 3.50 x"5.1.$ 28.6 23.158 0.532 40,617 0.932 3.£0 202.5 89.2 23,4C6 0.537 42;948 0.906 3.70 253.1 89.8 23,617 0.542 45:290 1.040 3.80 263.7 904 23,829 0.547 47,571 1.624 3.90 25^4.3 91.0 24,042 0.552 50,C65 1.149 Zane 3 (100 -year) 4.00 28^4.9 01.5 24.255 0.557 52;479 1.205 4.10 285.5 92.2 24.470 0.552 54,915 1.281 4.20 28^6.1 92.8 24.625 0.557 57,373 1.317 4.30 a6/ 9(3.4 24,900 0.572 59,863 1.374 440 41.3 24.0 25.117 0.577 52263 1.431 4.50 2670 24.5 25.324 0.582 54.876 1.489 4.60 258.5 96.2 25.55.2 0.587 57.420 1.548 4.70 269.1 96.8 25.770 0.552 69986 1.607 4.80 269/ 56.4 25.989 0.597 72,574 1.6156 4.90 270.3 97.0 26.209 0.602 755,184 1.726 5.00 270.9 97.6 26.430 0.607 77.816 1.7£6 5.10 271.5 98.2 26.652 0.612 80.470 1.247 5.20 272.1 9t8 26.874 0.617 81146 1.509 5.30 2721 594 27.097 0.622 85.845 1.971 5.40 273.3 100.0 27.32.0 0527 8a5EG 2083 5.50 273.9 100.6 27.544 0.632 91.309 2:0&6 5.60 274.5 101.2 27.769 0.637 94.075 2.150 5.70 275.1 101.8 27.9€-5 0.643 96.263 2.224 5.80 275.7 1024 28222 0.648 99.674 2228 5.90 275.3 1010 28.449 0.653 102.507 2253 6.00 276.9 100.8 28.677 0.668 105.364 2.419 6.10 277.5 104.2 28.906 0.664 108.243 2485 6.20 278.1 104.8 29.135 0.669 111.145 2552 6.30 273.7 106.4 29.255 0.674 114.070 2519 6.40 279.3 106.0 29.596 0.679 117,018 2626 6.50 279.9 106.6 29.827 0.686 119.989 2755 6.50 280 5 107.2 30.059 0.690 122.983 2823 6.70 2811 107.8 30.252 0.695 125.001 2893 6.80 281 7 1014 30.526 0.701 129.042 2.562 6.90 282.3 1000 30.750 0.706 132.106 3.033 7.00 2829 100.6 30.9€5 0.712 135.154 1104 7.10 2813.5 110.2 31.231 0/17 128.305 .1175 7.20 284.1 110.8 31.468 0.722 141.440 3247 7.30 284.7 111.4 31.705 0.72. 144.598 3.320 7.40 285.3 112-0 31.543 0.723 147.781 1393 7.50 285.9 1 12.6 32182 0.739 150 987 .1466 7.60 286.5 113,2 32421 0.744 154.217 3.540 7.70 217.1 1 138 32661 0.750 157 471 3.515 7.80 2871 114.4 32.502 0.756 1(0.750 3650 7.90 228.3 115,0 31144 0.761 154.052 3.756 8.00 288.9 115,6 31226 0.766 167.378 3.242 8.10 289.5 116.2 31625 0.772 170.729 1919 8.20 2&0.1 116.8 31873 0.778 174.104 3.567 8.30 290.7 117:4 34.117 0.783 177,504 4.075 8.40 291.3 1180 34.262 0.789 160,923 4.154 8.50 2410 1156 34.608 0.754 184.376 4.2,,.`'3 8.60 x292.5 119.2 34.E 0.800 187,849 4.312 8.70 293.1 119.8 35.102 0.806 191.347 4.390 8.80 29(3.7 120.4 35.350 0.812 194.870 4.474 8:90 294.3 121.0 35.5& 0.817 158.417 4.45 900 294.9 121.6 35.249 0.823 201990 4.637 9.10 296.5 1222 36.0££ 0.829 206.587 4.7220 9.20 255.1 122.8 36.350 0.834 209.200 4.203 9.30 296.7 1234 36.501 0.840 212.857 4.887 9.40 2'97.3 124.0 36.854 0.846 216.520 4.971 9.50 297.9 124.6 37.107 0.852 220 228 5.056 9.60 298.5 12x2 37.21.1 0.858 223.951 5.141 9.70 299.1 1258 37.615 0.864 227 700 5.227 Tallgrass Pond 1.xlsrn. 2asin 4:'9(2018, 8:45 PM DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD•Detendon, Version 3.07 (February 2017) 3UU 3tiUUU r— 22S o � 785EM S. 150 Si 1901)0 Fa U Valle - 15 95UU U U , C. C 0.0U 2.50 5.0 7e50 1'0.[11 Slap (14 Length MI --wwlrtth(R) Area WIN U.13kO 5.2411 U.66U 3.93U rsi ili 4 U. L•-1) IN a 2.62U € 0 } 0.220 1.31U U.uuU cm 2,50 5,00 Stage —Area (acres) 7.50 (n,l —Volume (ac -f1) O:UUU 10 C1) Tallgrass Pond 1.dsm. Basin 4:1412)18, 8:45 PM Detention Basin Outlet Structure Design UD-Detention, Version 3.07 (February 2017) t M YR VOLUME EURV I wocV PERMANENT POOL Project: Basin ID: ZONE 3 ZONE. 2 -ZONE 1 ZONE 1 AND2 ORIFICES Example Zone Configuration (Retention Pond) Pond 1 \\---100-YEAR ORIFICE User Input: Orifice at Underdrain Outlet (typically used to drain WQCV in a Filtration BMP) Underdrain Orifice Invert Depth = Underdrain Orifice Diameter= N/A N/A Zone 1 (WQCV) Zone 2 (10 -year) tone 3 (100 -year) Stage (ft) Zone Volume (ac -ft) Outlet Type 2.05 0.208 Orifice Plate 2,76 0.343 Rectangular Orifice 4.00 0.652 Weir&Pipe {Circular) ft (distance below the filtration media surface) inches 1.202 Total Calculated Parameters for U nderd rain Underdrain Orifice Area = N/A ft2 Underdrain Orifice Centroid = N/A feet User Input Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV in a sedimentation BMP) ft (relative to basin bottom at Stage = 0 ft) ft (relative to basin bottom at Stage = 0 ft) inches sq, inches (diameter = 7/8 inch) Invert of Lowest Orifice = Depth at top of Zone using Orifice Plate = Orifice Plate: Orifice Vertical Spacing = Orifice Plate: Orifice Area per Row = 0.00 1.97 7.90 0.66 User Input: Stage and Total Area of Each Orifice Row (numbered from lowest to highest) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Calculated Parameters for Plate WQ Orifice Area per Row = Elliptical Half -Width = Elliptical Slot Centroid = Elliptical Slot Area = 4.583E-03 N/A N/A N/A ft2 feet feet ft2 Row 1 (required) Row 2 (optional) Row 3 (optional) Row 4 (optional) Row 5 (optional) Row 6 (optional) Row 7 (optional) Row 8 (optional) 0.00 0.66 1.31 0.66 0.66 0.66 Row 9 (optional) Row 10 (optional) Row 11 (optional) Row 12 (optional) Row 13 (optional) Row 14 (optional) Row 15 (optional) Row 16 (optional) User Input: Vertical Orifice (Circular or Rectangular) Invert of Vertical Orifice = Depth at top of Zone using Vertical Orifice = Vertical Orifice Height = Vertical Orifice Width = Zone 2 Rectangular Not Selected 2.05 N/A 2.76 N/A 6.00 N/A 12.00 ft (relative to basin bottom at Stage = 0 ft) ft (relative to basin bottom at Stage = 0 ft) inches inches Calculated Parameters for Vertical Orifice Vertical Orifice Area = Vertical Orifice Centroid = Zone 2 Rectangular Not Selected 0.50 N/A 0.25 N/A User Input: Overflow Weir (Dropbox) and Grate (Flat or Sloped) Overflow Weir Front Edge Height, Ho= Overflow Weir Front Edge Length = Overflow Weir Slope = Horiz, Length of Weir Sides = Overflow Grate Open Area 96 = Debris Clogging %= Zone 3 Weir Not Selected 4.00 N/A 2.90 N/A 0.00 N/A 2.90 N/A 70% N/A 50% N/A ft (relative to basin bottom at Stage = b ft) feet H :V (enter zero for flat grate) feet 96,grate open area/total area % User Input Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrictor Plate, or Rectangular Orifice) Depth to Invert of Outlet P i pe = Circular Orifice Diameter = Zone 3 Circular Not Selected 0.00 N/A 12.00 N/A User Input: Emergency Spillway (Rectangular or Trapezoidal) Spillway Invert Stage= Spillway Crest Length = Spillway End Slopes = Freeboard above Max Water Surface = 4.50 14.00 4.00 1.00 ft {distance below basin bottom at Stage = Oft) inches ft (relative to basin bottom at Stage = 0 ft) feet H :V feet Calculated Parameters for Overflow Weir Height of Grate Upper Edge, ft= Over Flow Weir Slope Length =- Grate Open Area / 100-yr Orifice Area = Overflow Grate Open Area w/o Debris = Overflow Grate Open Area w/ Debris = Zone 3 Weir Not Selected 4.00 N/A 2.90 N/A 7.50 N/A. _ 5.89 N/A 2.94 N/A Calculated Parameters for Outlet Pipe w/ Flow Restriction Plat Outlet Orifice Area = Outlet Orifice Centroid = Half -Central Angle of Restrictor Plate on Pipe = Zone 3 Circular Not Selected 0.79 N/A 0.50 N/A N/A N/A Calculated Parameters for Spillway Spillway Design Flow Depth= 1.02 feet Stage at Top of Freeboard = 6.52 feet Basin Area at Top of Freeboard = 0.69 acres Routed Hydrograph Results Design Storm Return Period = One -Hour Rainfall Depth (in) _ Calculated Runoff Volume (acre -ft) _ OPTIONAL Override Runoff Volume (acre -ft) _ Inflow Hydrograph Volume (acre -ft) _ Predevelopment Unit Peak Flow, q (cfsfacre) _ Predevelopment Peak C (cfs) _ Peak Inflow C (cfs) _ Peak Outflow C (cfs) _ Ratio Peak Outflow to Predevelopment C = Structure Controlling Flow = Max Velocity through Grate 1 (fps) _ Max Velocity through Grate 2 (fps) _ Time to Drain 97% of Inflow Volume (hours) = Time to Drain 99% of Inflow Volume (hours) _ Maximum Ponding Depth (ft) = Area at Maximum Ponding Depth (acres) = Maximum Volume Stored (acre -ft) = WQCV EURV 2 Year 5 Year 10 Year 25 Year 50 Year 100 Year 0.53 1.07 0.83 1.09 1.33 1.69 1.99 2.78 0.208 0.422 0.256 0.453 0.721 1.354 1.816 2.900 0.207 0.421 0.256 0.452 0.720 1.352 1.813 2.896 0.00 0.00 0.01 0.09 0.28 0.75 1.05 1.70 0.0 0.0 0.2 1.7 52 14.0 19.5 31.6 4.0 8.0 4.9 8.6 13.6 25.4 33.9 53.8 0.1 0.7 0.1 0.8 1.8 3.0 7.4 24.3 N/A N/A N/A 0.5 0,4 0.2 0.4 0.8 Plate Vertical Orifice 1 Vertical Orifice 1 Vertical Orifice 1 Vertical Orifice 1 Vertical Orifice 1 Outlet Plate 1 Spillway N/A N/A N/A N/A N/A N/A 0.7 0.7 N/A N/A N/A N/A N/A N/A N/A N/A 39 49 45 49 48 47 44 39 40 52 47 52 53 53 53 50 2.02 2.39 2.12 2.43 2.82 3.78 4.31 5.00 0.45 0.48 0.47 OAR 0.50 0.55 0.57 0.61 0.192 0.366 0.238 0.390 0.581 1.083 1.380 1.780 Detention Basin Outlet Structure Design UD-Detention, Version 3.07 (February 2017) 80 70 60 50 u 3 40 a J Li. 30 20 10 0 - �500YR IN SOOYR OUT - 100YR IN 100YR OUT a i 50YR IN - a SOYR OUT 2SYR IN - - iii 25YR OUT 10YR 04 - - - 10YR OUT 5YR Iv SYR OUT 2YRIVIS • � - + a a a 2YR OUT •■. EURV IN • i CU RV OUT + •,, • WQCVI4 i -. •WQCV OUT Ai II. • 6. Is •ir adirrastaink.....„.... .. , ....., 1 .. _ .-� .t.. -_, - 4 mss.' — may. v . _.•-_ i f �f f tit 1R 71 Sa y .+ vim--� `.a' .•-.. t..�+..�a 0.1 6 5 4 2 1 0 1 TIME [hr] 10 •.S00YR 100YR isibSOYR 2SYR -1oYR �SYR 2YR EURV • WQCV ,.r sows pft. 0,1 1 DRAIN TIME [hr] 10 100 AREA [ftA2], VOLUME [ft^3] 500,000 450,000 400,000 - 350,000 - 300,000 - 250,000 200,000 - 150,000 100,000 50,000 0 O User Area [ft -A2] — Interpolated Area [ft^2] • • •0, • • Summary Area [ft^2] Volume -- [ft^3] • • •+1w • • Summary Volume [ft -43] Outflow [cfs] • • - - - Summary Outflow [cfs] 0.00 2.00 4.00 6.00 8.00 PONDING DEPTH [ft] 10.00 12.00 14.00 6,000.00 5,000.00 4,000.00 7.1 v u 3,000.00 a U- I a 2,000.00 1,000.00 16.00 S -A -V -D Chart Axis Override minimum bound maximum bound X-axis Left V -Axis Right V -Axis Detention Basin Outlet Structure Design Time Interval 4.39 min Hydrograph Constant 1.138 Outflow Hydrograph Workbook Filename: Storm Inflow Hydrographs UD-Deter7tion, Version 3.07 (February 2017) The riser can override the calculated inflow hvdrographs from this workbook with inflow hvdrographs developed in a separate program. SOURCE WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK TIME WCtCV [cfs] EURV [cfs] 2 Year [cfs] 5 Year [cfs] 10 'fear [cfs] 25 Year [cfs] 50 Year [cfs] 100 Year [cfs] 500 Year [cfs] 0:00:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:04:23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:08:47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0:13:10 0.18 0.36 0.22 0.38 0.60 1.10 1.46 2.28 2.89 0:17:34 0.48 0.96 0.59 1.03 1.62 3.00 3.98 6.27 7.99 0:21:57 1.23 2,47 1.52 2.64 4.16 7.69 10.23 16.10 20.53 0:26:20 3.39 6,78 4.17 7.27 11.44 21.13 28.10 44.'18 56.29 0:30:44 3.97 8.00 4.89 8.58 13.60 25.35 33.88 53.77 69.03 0:35:07 3.78 7.63 4.66 8.18 12.99 24.25 32.44 51.57 66.32 0:39:31 3.43 6.94 4.24 7.45 11.82 22.07 29.52 46.93 60.36 0:43:54 3.05 6.19 3.76 6.64 10.56 19.79 26.50 4,21 54.36 0:48:17 2.61 5.33 3.23 5.72 9.13 17.16 23.02 36.82 47.52 0:52:41 2.28 4.65 2.82 4.99 7,95 14.92 19.99 32.08 41.46 0:57:04 2.06 4.21 2.55 4.52 7.20 13.53 18.13 29.02 37.46 1:01:28 1.68 3.46 2.09 3.71 5.95 11.24 15.11 24.25 31.36 1:05:51 1.36 2.81 1.69 3.02 4.87 9.24 12.45 20.05 25.97 1:10:14 1.03 2.15 1.28 2.32 3.75 7.20 9.75 15.81 20.55 1:14:38 0.75 1.59 0.94 1.71 2.80 5.44 7.42 12.13 15.84 1:19:01 0,55 1.16 0.69 1.25 2.03 3.97 5.44 9.00 11.81 1:23:25 0.43 0.90 0.54 0.97 1.57 3.04 4.14 6.79 8.87 1:2 748 0.36 0.74 0.44 0.80 1.29 ?.48 3.37 5.49 7.15 1:32:11 0.30 0.63 0.38 0.68 1.09 2.10 2.85 4.63 6.02 1:36:35 0.27 0.55 0.33 0.60 0.96 1.84 2.49 4.03 5.24 1:40:58 0.24 0.50 0.30 0.54 0.86 1.65 2.23 3.61 4.69 1:45:22 0.22 0.46 0.28 0.50 0.80 1.52 2.05 3.31 4.29 1:49:45 0.16 0.34 0.20 0.36 0.58 1.12 1.51 2.45 3.19 1:54:08 0.12 0.25 0.15 0.27 0.43 0.82 1.10 1.78 2.31 1:58:32 0.09 0.18 0.11 0.20 0.31 0.60 0.81 1.31 1.71 2:02:55 0.06 0.13 0.08 0.14 0.23 0.44 0.60 0.98 1.27 2:07:19 0.05 0.09 0.06 0.10 0.17 0.32 0.44 0.71 0.93 2:11:42 0.03 0.07 0.04 0.07 0.12 0.23 0.31 0.51 0.67 2:16:05 0.02 0.05 0.03 0.05 0.08 0.16 0.2? 0.37 0.48 2:20:29 0.01 0.03 0.02 0.03 0.06 0.11 0.15 0.26 0.34 2:24:52 0.01 0.02 0.01 0.02 0.03 0.07 0.10 0.16 0.2? 2:29:16 0.00 0.01 0.00 0.01 0.02 0.04 0.05 0.09 0.12 2:33:39 0.00 0.00 0.00 0.00 0.01 0.01 0.02 0.04 0.06 2:38:02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 2:42:26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2:46:49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2:5 1:13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2:55:36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2:59:59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:04:23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:08:46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:13:10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:17:33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:21:56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:26:20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:30:43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:35:07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:39:30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:43:53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:48:17 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 3:52:40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:57:04 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:01:27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:05:50 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 4:10:14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:14:37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:19:01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:2.3:24 0.00 0.00 0.00 0.00 0.00 0.03 0.00 0.00 0.00 4:27:47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:32:11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:36:34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:40:58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:45:21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:49:44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:54:08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:58:31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:02:55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:07:18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:11:41 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:16:05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DETENTION BASIN STAGE -STORAGE TABLE BUILDER Project UD-Detentlan, Version 3.07 (February 2017) i Basin IQ: Pond 2 - Basins 4.5 and 6 CUM VOXIMIll gift" Kiwi - NM 1i n* rswnon "°'°4 Example Iona Configtration (Retention Pond) Required Voltme Calcubtion Selected BNIP Type= Watershed Area = Watershed Length = Watershed Sops = Watershed Irnpervtwsriess = Percertage Hydrulcgic Sail Group A = Percentage liydrdcgic Soil Group B= Percentage l iydrdcgic Soil Group$• CID = Desired 'wgcVDmin Time = EDB 9.1:8 9Ce 0.033 24.7C•% 182'!4, 81 8":, 40.0 acres n nV It percent percent percent per cent hours Location for 1 -hr Rainfall Depths = Denver - Capita Budding Water Quality Capture Vdlu rite ('WQCV} _ Excess Li -ten Ruud!" Vdurne (EURV; _ 2-yr Runoff Volume (P1 = 0.23u1.; = SITRunolr Vdurne(P1 = 1.00in.; = 10'-yrRunoff Vdurrie(P1 = 2-33in.; = 25•yr Runoff Volurne (P1 = 1.69in.; = 5C-yr Runoff Vdurne(P1 = 1.99 in.; = 1CC-yr Runoff Vdurne(P1 = 278 in.; = 5CC-f Runoff Vdurne(P1 = 3.14 in.; = Agroxirriale 2-yr Detention Vdurne= Agrorirriate 5-yr Detention Vdurne= Approldrnale 10-yr Detention Volume= Approcrn ale 25-yr Detention Volurn e = Approcrn ale 50-yr Deters tiOn Volume = Approximate 1 CD-yr Detention i/dum e = Stage -Storage Calculation Zone 1 Volume ('WQCV; = Zrxle2Volume (1D -year -Zone 1;_ Zone 3 Vdurri a (1 C0 -year - Zones 1 & 2; = Tolal DSarairxl Basin Vdurne = Initial Surcharge Volurne(ISV; = Initial Surcharge Depth (ISO; = Tolal Availat:le ❑elentirxt Depth (H,,,,,i; = Depth of Trickle Channel (HTc; = Sops of Trickle Channel (Sn; _ Slopes of ft,in Basin Sides; (S„„i,,) = Basin Length4o-Width Ratio Rom; = Initial Surcharge Area (Ai;,4 Surcharge Volume Length (List, Surcharge V'dumeWidth (Wig,,•) Depth of Eosin Fkor (Han,R) Length or Basin Floor(Lamm) Width cT Basin Floor ('Wah0R) Area or Basin Floor (kooR) Volume or Basin Floor (Varr0R) Depth oflakdin Basin (l -1 .,1N) Length of Main Basin (Lr;.,1N) Width of Mein Basin (Wrrs1N) Area of Mein Basin (At,,;IN) Vdurne of Main Basin (V'r;,,lN) Calculated Tolal Basin Volume (VI „Li) 0108 0.216 0.133 0.22.5 0.374 0.703 ;.942 1.505 1.939 0 124 0.222 0.286 0.366 0 401 0.624 0108 0.178 0.328 0.624 14 0.33 4.00 0.50 &3605 '1 7.4 42. 65 6.5 1.21 2527 383 6932 4.295 1. ct_. 264.4 51.0 13,499 22,$43 0.524 acts -feet acts -feet acre -feel acre-feet acre -feel acre -feel acre -feel acre -feel acre -feel acre-feet acre-feet acre-feet acre -feel acre -feel acre -feel acre -feel acre -feel acre -feel acre -feel 11"3 n R n era H R42 R R R R 1t ILr2 ft13 a 1t n ltfi Rai acre-feet Optional User Dyer ride 1 4ir Preci{.rla ir-n inches inches inches inches inches ins hes ins hes 278 Depth Increment = 0.1 Stage - Storage Description Stage (Ili' Optional Owenide Stage (It; Lertgth (11 Width (R; Area (R'.2; t}pllcrl al Override Area (R^2; Area (acre; Volume (RP -3; Volume (ac4l; Top of Mtropool 0.00 64 6.5 43 0.001 1SV 0.33 6.5 6.5 43 0.001 14 0.000 0.40 6.5 6.5 43 0.001 17 0.003 0.5Q 55 Es 43 0.001 21 0.000 0.60 6..5 Es 43 0.001 25 0:001. 0.70 6.5 Es 43 0.001 BFI 0.001. 080 6.5 6.5 43 QC01 24 a.001 0.90 18.7 8.2 153 0.004 41 a.C01 1:60 36.0 10.6 424 0.010 66 0.1.'02 1.10 56.3 13.6 804 0.018 126 6:003 1..20 79.5 16.3 1 29 5 0.030 233 0.005 1.30 99-9 19.0 1395 0.043 392 0.006 1.40 120.2 21/ 2(305 0.060 616 0.014 1.50 140.5 24.4 3424 0.079 617 0.021 1.60 1602 27.1 4.354 0.1 CO 1.305 0.030 1.70 181.1 29.8 6393 0.124 1.791 0.041 1.80 201.4 332.5 6 541 0.15) 2287 0.055 1.90 '221.7 25.2 7 800 0.179 3,103 0.071 2.0Q 242.0 372 9.168 0.210 3950 0.001 Floor 2:04 2522 39.2 9.894 0.227 4.427 0.102 Zona 1 (y4QCV) 207 252 5 36.5 6,980 0.229 4.725 0.108 210 253.0 39.6 10033 0.220 5025 0.115 2.20 2,3.6 40.2 10,209 0.234 6.038 0.136 2.3Q 254.2 40.8 10,285 0.228 7.(67 0.162 240 254.8 41.4 10,563 0.242 8.115 0.125 2.5Q 2555.4 42:0 10,741 0.247 6.180 0.211. 2.60 2256.0 42.6 10.62.0 0.251 10.263 0.2226 2.70 2256.6 43.2 11.Ce; 0.255 11.264 6.21. Zane 2 (tQ itar) 28Q 257.2 43.8 11,2E0 0.259 12423 0.287 2.90 257.8 44.4 11.461 0.263 136u.0 0.313 3.0Q 258.4 45:0 11.6.42 0.267 14.775 0.339 3.10 2256 0 46:6 11 825 0.271 15.948 0.266 3.20 259 6 46.2 12.008 0.276 17.140 0.363 3.30 260.2 46.8 12,192 0.280 18250 0.421 340 260.8 474 12,375 0.2$4 16.578 0.449 3.50 261.4 48.0 12,562 0.228 2 D.Ft5c 0.478 3.60 262.0 48.6 12,748 0.263 22091 0.507 3.70 262.6 49.2 12,525 0.257 23375 0.537 3.80 203.2 46.8 13.122 0.301 24.678 0.567 3.9Q 263.8 50.4 1.3.310 0.306 255.656 0.597 Zone 3 ('100 -year) 329 264.4 51 0 1.3,480 0.30€ 27:205 0.625 4.00 264.4 61 0 1 3.4.95. 0.310 27,340 0.5128 4.10 265.0 616 13.639 0.314 28,599 0.666 4.20 265.6 62.2 13879 0.319 30077 6:E90 4.30 22135.2 62.8 14.070 0.323 31..475 0.723 446 22135.8 53.4 14.2162 0.327 32,892 0.755 4.50 267.4 54.0 14.455 0.332 34,327 0.788 4.60 268.0 54.6 14,648 0.326 35,783 0.821. 4/0 268.6 55.2 14,842 0.341 37,257 0.855 4.80 269.2 55:8 15,037 0.345 38,761 0.890 4.90 269.8 564 15.232 0.350 40.264 0.924 5.00 270.4 57:0 15.423 0.354 41,797 0.960 5.10 271.0 57:6 15.525 0.356 43,.350 0.995 5.20 .271.6 58.2 15.323 0.363 44.922 1.031 5.30 272.2 58.8 16.021 0.368 46.515 1.068 5.40 272.8 59.4 15,2220 0.372 48.127 1.105 5.50 273.4 60.0 1{1,420 0.377 49.756 1.142 5.60 274.0 60.6 1E520 0.382 51.410 1.180 5.70 274.6 61.2 16.821 0.386 53.083 1.219 5.80 275.2 61.8 17.023 0.391 54.775 1.257 526 275:$ 62.4 17.22.6 0.395 56.487 1.297 6.00 275.4 03.0 17.429 0.400 58.220 1.237 6.10 277.6 63.6 17.633 0.405 56.673 1.377 6.20 277.6 64.2 17.2':8 0.410 61.747 1.418 6.30 278.2 64.8 18043 0.414 6a541 1.459 6.40 278.8 65.4 18.250 0.419 65355 1.5C0 6.50 279.4 66.0 18.456 0.424 67.191 1.542 6.60 280.0 66.6 18.664 0.428 69.047 1.585 6.70 280.6 67.2 18873 0.423 70.923 1.628 6.80 281.2 67.8 19.082 0.438 72821 1.672 620 281.8 68.4 19.291 0.443 74.740 1.716 7.00 282.4 69.0 19,502 0.448 76679 1760 7.1Q 283.0 65.6 19.713 0.463 78.640 'Laos 7.20 223.6 70.2 16,925 0.457 80.622 1,861 7.30 224.2 70.8 20.128 0.4622 82625 1.897 7.40 224.8 71.4 20.351 0.467 84.650 1:943 7.50 285.4 72.0 20565 0.472 86696 1.6&0 7.66 286.0 72.6 20.780 0.477 88.763 2038 710 226.6 73.2 20.596 0.422 90.852 2026 7.80 287.2 73.8 21.212 0.487 92962 2124 7.90 287.8 74.4 21.429 0.492 95Cr34 2183 8.00 888.4 75.0 21.647 0.497 97.248 2233 8.10 286:0 75.6 21.855 0.502 99.423 2.282 8.20 286.5 76.2 22C84 0.5x7 101.621 2.333 8.30 22 0.2 75.8 22204 0.512 103.840 2224 8.40 2&6.8 77.4 22526 0.517 1(6.082 2.435 8.50 201.4 78:0 22746 0.522 108.345 2.487 8.60 292.0 78.6 22968 0.527 110631 2540 8.70 29x2.6 792 23.191 0.532 112.939 2593 8.80 290.2 75.8 23.415 0.528 115.266 2546 8:90 293.8 80.4 23.639 0.543 117 622 2700 6.00 2224.4 81.0 2a2e4 0.548 119.997 2.755 9.10 296.0 81.6 24.Ct39 0.553 122.395 2810 9.20 2296.6 82.2 24.316 0.558 124.815 2865 9.30 286.2 82.8 24.543 0.563 127.258 2921 9.40 2296.8 83.4 24.771 0.566 129.724 2.978 9.50 297.4 24.0 24.999 0.574 132.212 .3.00;5 9.60 2296.0 24.6 25228 0.579 124,723 3.093 9.70 298:5 8.5 .2 - 25.458 0.524 137.258 3.151 Tallgrass Pond 2ldsrn. 2asin 4:'9:'2018. 8:44 Ph1 DETENTION BASIN STAGE -STORAGE TABLE BUILDER UD•Detendon, Version 3.07 (February 2017) 3UU 2SfiUU NMI 12UiUU 64UU U p S ris �Uy a --•-•-F wee 2n e 25U CD J IS U U.00 2.50 5.00 Slap Length (ft) -arkrafthfit) WI -IkArea (mit.) 7.50 1Q.LU D. WO U. LSU 4-3 U.3UU lu U. ibD U.UUU 3.ieu iv € 0 } 2311 4.SUU - O.79U U.UU 2,50 5.00 Stage —Area (acres) IN Volume (ac -ft) 730 U.UUL 317 Li) Tallgrass Prxid adsm. Easin 4dl4I2Oi8. 8:44 PM Detention Basin Outlet Structure Design UD-Detention, Version 3.07 (February 2017) Project: Basin ID: Pond 2 t M YR VOLUME EURV I wocV PERMANENT POOL ZONE 3 ZONE. 2 -ZONE 1 ZONE 1 AND2 ORIFICES Example Zone Configuration (Retention Pond) \\---100-YEAR ORIFICE User Input: Orifice at Underdrain Outlet (typically used to drain WQCV in a Filtration BMP) Underdrain Orifice Invert Depth = Underdrain Orifice Diameter= N/A N/A Zone 1 (WQCV) Zone 2 (10 -year) tone 3 (100 -year) Stage (ft) Zone Volume (ac -ft) Outlet Type 2.07 0.108 Orifice Plate 2.80 0.178 Rectangular Orifice 3.99 0.338 Weir&Pipe {Circular) ft (distance below the filtration media surface) inches 0.624 Total Calculated Parameters for U nderd rain Underdrain Orifice Area = N/A ft2 Underdrain Orifice Centroid = N/A feet User Input Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV in a sedimentation BMP) Invert of Lowest Orifice = 0.00 ft (relative to basin bottom at Stage = 0 ft) Depth at top of Zone using Orifice Plate = 1.97 ft (relative to basin bottom at Stage = 0 ft) Orifice Plate: Orifice Vertical Spacing= 7.90 inches Orifice Plate: Orifice Area per Row= 0.34 sq. inches (diameter = 5/8 inch) User Input: Stage and Total Area of Each Orifice Row (numbered from lowest to highest) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) Calculated Parameters for Plate WQ Orifice Area per Row = Elliptical Half -Width = Elliptical Slot Centroid = Elliptical Slot Area = 2.361E-03 N/A N/A N/A ft2 feet feet ft2 Row 1 (required) Row 2 (optional) Row 3 (optional) Row 4 (optional) Row 5 (optional) Row 6 (optional) Row 7 (optional) Row 8 (optional) 0.00 0.66 1.31 0.34 0.34 0.34 Row 9 (optional) Row 10 (optional) Row 11 (optional) Row 12 (optional) Row 13 (optional) Row 14 (optional) Row 15 (optional) Row 16 (optional) User Input: Vertical Orifice (Circular or Rectangular) Invert of Vertical Orifice = Depth at top of Zone using Vertical Orifice = Vertical Orifice Height = Vertical Orifice Width = Zone 2 Rectangular Not Selected 2.07 N/A 2.80 N/A 6.00 N/A 12.00 ft (relative to basin bottom at Stage = 0 ft) ft (relative to basin bottom at Stage = 0 ft) inches inches Calculated Parameters for Vertical Orifice Vertical Orifice Area = Vertical Orifice Centroid = Zone 2 Rectangular Not Selected 0.50 N/A 0.25 N/A User Input: Overflow Weir (Dropbox) and Grate (Flat or Sloped) Overflow Weir Front Edge Height, Ho= Overflow Weir Front Edge Length = Overflow Weir Slope = Horiz, Length of Weir Sides = Overflow Grate Open Area %= Debris Clogging %= Zone 3 Weir Not Selected 4.00 N/A 2.90 N/A 0.00 N/A 2.90 N/A 70% N/A 50% N/A ft {relative to basin bottom at Stage = b ft) feet H :V (enter zero for flat grate) feet %, grate open area/total area User Input Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrictor Plate, or Rectangular Orifice) Depth to Invert of Outlet P i pe = Circular Orifice Diameter = Zone 3 Circular Not Selected 0.00 N/A 12.00 N/A User Input: Emergency Spillway (Rectangular or Trapezoidal) Spillway Invert Stage= Spillway Crest Length = Spillway End Slopes = Freeboard above Max Water Surface = 4.00 7.00 4.00 1.00 ft {distance below basin bottom at Stage = Oft) inches ft (relative to basin bottom at Stage = 0 ft) feet H :V feet Calculated Parameters for Overflow Weir Height of Grate Upper Edge, ft= Over Flow Weir Slope Length =- Grate Open Area / 100-yr Orifice Area = Overflow Grate Open Area w/o Debris = Overflow Grate Open Area w/ Debris = Zone 3 Weir Not Selected 4.00 NJA 2.90 N/A 7.50 NJA. _ 5.89 N/A 2.94 N/A Calculated Parameters for Outlet Pipe w/ Flow Restriction Plab Outlet Orifice Area = Outlet Orifice Centroid = Half -Central Angle of Restrictor Plate on Pipe = Zone 3 Circular Not Selected 0.79 N/A 0.50 N/A N/A N/A Calculated Parameters for Spillway Spillway Design Flow Depth= 0,92 feet Stage at Top of Freeboard = 5.92 feet Basin Area at Top of Freeboard = 0.40 acres Routed Hydrograph Results Design Storm Return Period = One -Hour Rainfall Depth (in) _ Calculated Runoff Volume (acre -ft) _ OPTIONAL Override Runoff Volume (acre -ft) _ Inflow Hydrograph Volume (acre -ft) _ Predevelopment Unit Peak Flow, q (cfsfacre) _ Predevelopment Peak C (cfs) _ Peak Inflow C (cfs) _ Peak Outflow C (cfs) _ Ratio Peak Outflow to Predevelopment C = Structure Controlling Flow = Max Velocity through Grate 1 (fps) _ Max Velocity through Grate 2 (fps) _ Time to Drain 97% of Inflow Volume (hours) = Time to Drain 99% of Inflow Volume (hours) _ Maximum Ponding Depth (ft) = Area at Maximum Ponding Depth (acres) = Maximum Volume Stored (acre -ft) = WQCV EURV 2 Year 5 Year 10 Year 25 Year 50 Year 100 Year 0.53 1.07 0.83 1.09 1.33 1.69 1.99 2.78 0.108 0.219 0.133 0.235 0.374 0.703 0.942 1.505 0.107 0.219 0.133 0.235 0.373 0.702 0.940 1.503 0.00 0.00 0.01 0.08 0.26 0.71 0.99 1.61 0.0 0.0 0.1 0.8 2.5 6.8 9.5 15.5 2.0 4.0 2.4 4.3 6.8 12.6 16.9 26.8 0.0 0.6 0.1 0.7 1.6 2.7 4.5 14.9 N/A N/A N/A 0.8 0.6 0.4 0.5 1.0 Plate Vertical Orifice 1 Vertical Orifice 1 Vertical Orifice 1 Vertical Orifice 1 Vertical Orifice 1 Spillway Spillway N/A N/A N/A N/A N/A N/A 0.1 0.7 N/A N/A N/A N/A N/A N/A N/A N/A 39 46 44 46 44 41 39 33 40 49 46 49 48 48 47 44 2.04 2.38 2.14 2.42 2.74 3.55 4.09 4.44 0.22 0.24 0.23 0.24 0.26 0.29 0.31 0.33 0.099 0.181 0.122 0.191 0.269 0.493 0.653 0.768 Detention Basin Outlet Structure Design UD-Detention, Version 3.07 (February 2017) 40 35 30 25 u 3 20 a J u- 15 10 5 0- - �500YR IN S00YR OUT - I00YR IN — 100YR OUT a i 50YR IN a a S0YR OUT 25YR IN - aa•i 25YR OUT . toYR IM — — — 10YR OUT 5YR Iv -,•11 SYR OUT ... •� a 2YR IN % e a a a 2YR OUT • a WIN IN . a 4b CU RV OUT kihiaa 4. . .a • WQCV IN • � 'il ••a,.a WQCV OUT 7 . - ilit A I11/414—sjor 0.1 5 4.5 4 3.5 3 W 2.5 4.2 2 2 1.5 1 0.5 0 1 TIME [hr] 10 500YR 100YR isib50Yft 25YR l0YR -5YR 2YR CU RV • WOO/ /0-0 _ 1 10 0,1 DRAIN TIME (hr] 100 AREA [ftA2], VOLUME [ft^3] 350,000 300,000 250,000 - 200,000 150,000 100,000 50,000 0 0 User Area [ft -r‘.2] — Interpolated Area [ft^2] • • • • • Summary Area [ft^2] Volume [ft^3] •..e... Summary Volume [ft"3] Outflow [cfs] • • -.• - - Summary Outflow [cfs] 0.00 2.00 4.00 6.00 8.00 PONDING DEPTH [ft] 10.00 12.00 14.00 s,000.00 4,500.00 4,000.00 3,500.00 3,000.00 U L u 2500.00 a U- 2,000.00 1500.00 1,000.00 500.00 16.00 S -A -V -D Chart Axis Override minimum bound maximum bound X-axis Left V -Axis Right V -Axis Detention Basin Outlet Structure Design Time Interval 4.61 min Hydrograph Constant 1.084 Outflow Hydrograph Workbook Filename: Storm Inflow Hydrographs UD-Deter7tion, Version 3.07 (February 2017) The riser can override the calculated inflow hvdrographs from this workbook with inflow hvdrographs developed in a separate program, SOURCE WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK WORKBOOK TIME WCtCV [cfs] EURV [cfs] 2 Year [cfs] 5 Year [cfs] 10 'fear [cfs] 25 Year [cfs] 50 Year [cfs] 100 Year [cfs] 500 Year [cfs] 0:00:00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0:04:37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:09:13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:13:50 0.09 0.18 0,11 0.19 0.30 0.56 0.74 1.16 1.48 0:18:26 0.24 0.48 0.30 0.52 0.81. 1.51 2.00 3.1.6 4.05 0:23:03 0.62 1.24 0.76 1.33 2,09 3,87 5.15 8.12 10.39 0:27:40 1.70 3.41 2.10 3.65 5,74 10.63 14.14 ,),2e 28.52 0:32:16 1.97 3.99 2.44 4.28 6.76 12.63 16.87 26.79 34.44 0:36:53 1.87 3.80 2.32 4.07 6.44 12.06 16.11 25.63 32.98 0:41:29 1.70 3.45 2.11 3.71 5.86 10.98 14.67 23.33 30.01 0:46:06 1.50 3.06 1.86 3.29 5.22 9.51 13.13 20.92 26.94 0:50:43 1.28 2.63 1.59 2.82 4.49 8,47 11.36 18.16 23.42 0:55:19 1,12 2.30 1.39 2.47 3.92 7.38 9.89 15.78 20.35 0:59:56 1.01 2.08 1.26 2.23 3.55 6.69 8.96 14.31 18.45 1:04:32 0.82 1.69 1.02 1.82 2.91 5.52 7.42 11.90 15.38 1:09:09 0,66 1.37 0.82 1.47 2.37 4.51 6.08 9.80 12.68 1:13:46 0.49 1.03 0.61 1.12 1.81 3.48 4.71 7.65 9.94 1:18:22 0.35 0.76 0.44 0.82 1.33 2.60 3.53 5.79 7.57 1:22:59 0.26 0.55 0.33 0.60 0.97 1,88 2.55 4.23 5.56 1:27:35 0,21 0.43 0.26 0.47 0.76 1.45 1.97 3.23 4.23 1:32:12 0.17 0.36 0.21 0.39 0.62 1.20 1.62 2.64 3.44 1:36:49 0,15 0.31 0.18 0.33 0.53 1.01 1.37 2.23 2,90 1:41:25 0.13 0.27 0.16 0.29 0.47 0.89 1.20 1.95 2.54 1:46:02 0.12 0.24 0.15 0.26 0.42 0.80 1.08 1.75 2.28 1:50:38 0,11 0.23 0.14 0.24 0.39 0.74 1.00 1.61 2,09 1:55:15 0.08 0.17 0.10 0.18 0.29 0,54 0.73 1.19 1.54 1:59:52 0.06 0.12 0.07 0.13 0.21 0.40 0.54 0.87 1.12 2:04:28 0.04 0.09 0.05 0.10 0.15 0.29 0,39 0.64 0.83 2:09:05 0.03 0.06 0.04 0.07 0.11 0,21 0.29 0.47 0.61 2:13:41 0.02 0.05 0.03 0.05 0.08 0.15 0.21 0.34 0.44 2:18:18 0.02 0.03 0.02 0.03 0.06 0.11 0.15 0.24 0.32 2:22:55 0.01 0.02 0.01 0.02 0.04 0.08 0.11 0.18 0.23 2:27:31 0.01 0.01 0.01 0.02 0.03 0.05 0.07 0.12 0.16 2:32:08 0.00 0.01 0.00 0.01 0.01 0.03 0.04 0.07 0.10 2:36:44 0.00 0.00 0.00 0.00 0.01 0,01 0.02 0.04 0.05 2:41:21 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.02 2:45:58 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 2:50:34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2:55:11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2:59:47 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:04:24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:09:01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:13:37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:18:14 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0.00 3:22:50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:27:27 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0.00 3:32:04 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 3:36:40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:41:17 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 3:45:53 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:50:30 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 3:55:07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3:59:43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:04:20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:08:56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:13:33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:18:10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:22:46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:27:23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:31:59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:36:36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:4 1:13 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:45:49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:50:26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4:55:02 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 4:59:39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:04:16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:08:52 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 5:13:29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:18:05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:22:42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:27:19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5:31:55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 6 -Foot Bottom Ditch Trapezoidal Bottom Width (ft) Side Slopes (z:1) Total Depth (ft) Invert Elev (ft) Slope (%) N -Value Calculations Compute by: Known Q (cfs) Elev (ft) 5832.00 5831.00 5830.00 5829.00 5828.00 5827.00 = 6.00 = 4.00, 4.00 3.00 5828.00 2.00 0.013 Known Q = 83.00 Section Highlighted Depth (ft) Q (cis) Area (sqft) Velocity (fits) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Sunday, Mar 4 2018 0.80 83.00 7.36 11.28 12.60 1.35 12.40 2.78 V 0 5 10 15 20 25 30 35 40 Depth (ft) 4.00 3.00 2.00 1.00 0.00 -1.00 Reach (ft) Channel Report Hydraflow Express Extension for Autodesk® AutoCADO Civil 3D® by Autodesk, Inc. West Ditch Trapezoidal Bottom Width (ft) Side Slopes (z:1) Total Depth (ft) Invert Elev (ft) Slope (°/a) N -Value Calculations Compute by: Known Q (cfs) Elev (ft) 102.00 101.50 101.00 100.50 100.00 99.50 e 2.00 3.00, 3.00 .00 100.00 1.50 0.030 Known O 18.00 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s} Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Sunday, Mar 4 2018 0.92 18.00 4.38 _ 4.11 7.82 0.90 7.52 a 1.18 Depth (ft) 0 1 2 3 4 5 6 7 8 9 10 2.00 1.50 1.00 0.50 0.00 -0.50 Reach (ft) Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 36 -in Culvert Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n -Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) El ear (ft) 5838.00 5$:37 00 5835.00 5$35.00 5834.00 5833.0 5832. 5831.00 5830 ICS 5829.00 = 5830.80 100.00 1.97 5832.77 36.0 Circular = 86.0 2 0.011 Circular Concrete Groove end w/headwall (C) = 0.0018, 2, 0.0202, 0.74, 0.2 = 5837.25 = 90.00 = 0.00 36 -in Culvert Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ftls) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime Sunday, Mar 4 2018 83.00 83.00 (dc+D)/2 83.00 83.00 0.00 6.49 7.87 5833.35 5834.87 5835.97 1.07 InletControl I At Depth (ft) it Lc-uI t<<' 0 20 Circular Culvert 40 50 HGL 80 Embank 100 110 120 130 140 Reach (ft) 5.23 4.23 3.23 2.23 1.23 0.23 -0.77 -1 77 -2.77 -.3.77 Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 24 -in Culvert Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n -Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) El ev (ft) 5837.00 5836.00 5835.00 5834, 00 5833.00 5832.05 = 5833.30 _ 72.00 0.50 5833.66 24.0 Circular = 24.0 1 0.011 Circular Concrete Groove end w/headwall (C) = 0.0018, 2, 0.0202, 0.74, 0.2 = 5836.80 = 15.00 = 0.00 24 -in Culvert Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ftls) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime Sunday, Mar 4 2018 9.00 9.00 (dc+D)/2 9.00 9.00 0.00 3.48 5.23 5834.84 5834.74 5835.17 0.76 InletControl Hw Depth (ft) I Inle:control 5 10 15 20 25 3O 35 40 45 50 55 Circular Culvert HGL Embank 65 70 75 80 $5 'D 95 Reach (ft) 3.34 2.34 1.34 D.54 - 0.66 - 1.66 Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. 18 -in Culvert Invert Elev Dn (ft) Pipe Length (ft) Slope (%) Invert Elev Up (ft) Rise (in) Shape Span (in) No. Barrels n -Value Culvert Type Culvert Entrance Coeff. K,M,c,Y,k Embankment Top Elevation (ft) Top Width (ft) Crest Width (ft) EIe (ft) 5634 00 5833.00 5832.00 5$31.00 58 30.OD 5829. 5828.00 = 5829.20 = 60.00 = 1.00 = 5829.80 18.0 Circular = 18.0 1 0.011 Circular Concrete Groove end w/headwall (C) = 0.0018, 2, 0.0202, 0.74, 0.2 5833.00 18.00 = 0.00 18 -in Culvert Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (ftls) Veloc Up (ft/s) HGL Dn (ft) HGL Up (ft) Hw Elev (ft) Hw/D (ft) Flow Regime Sunday, Mar 4 2018 8.00 8.00 (dc+D)/2 8.00 8.00 0.00 4.92 5.79 5830.50 5830.90 5831.50 1.13 InletControl HA/ Depth (ft) Inlet control 5 10 15 Circular Culvert 20 25 HGL 35 40 Embank 45 50 55 55 55 70 75 80 Reach (ft) 4.20 3.20 2.20 1.20 0.20 -1.85 Storm Drainage Report Revision 0 References 5.0 REFERENCES Weld County Engineering Construction Guidelines, Weld County, Colorado. Urban Storm Drainage Criteria Manual, Urban Drainage and Flood Control District, 2015 (USDCM). BURNS &ICDON NELL CREATE AMAZING. Burns & McDonnell World Headquarters 9400 Ward Parkway Kansas City, MO 64114 0 816-333-9400 F 816-333-3690 www.burnsmcd.com TALLGRASS ENERGY PARTNERS Cheyenne Connector, LLC 370 Van Gordon Street • Lakewood, Colorado 80228 303.763.2981 Traffic Study Summary Name of Development as Proposed: Cheyenne Connector, LLC Location of Parcel: Once the pipeline is in operation, it is not anticipated that any additional traffic will result from this project. It is anticipated that Cheyenne meter and regulating sites will be visited by 5 Cheyenne employees daily via a pick-up truck sufficient for technician equipment. There will be a temporary increase in traffic associated with typical construction activities, though it is not anticipated that construction traffic will alter traffic patterns in Weld County. Cheyenne will secure all required oversize/overweight permits, Weld County Road Right -Of -Way permits, Colorado State Highway permits, and employ traffic control plans where necessary or required. Cheyenne traffic study summary reports the following: • 250 trips per day for passenger cars/pickup trucks. • 20 trips per day tandem • 30 trips per day semi -trucks Distribution of trips per day from traffic is 50% from the West, 25% from the South, and 25% from the North. High traffic times are from approximately 7:00 a.m. to 5:00 p.m. 152 Eminent Domain Law in Colorado A pipeline company is authorized to bring an eminent domain action in either state or federal court pursuant to Colorado Revised Statutes 38-1-101 et seq. and the United States Code 15 USC Section 717(h) once the company is issued a certificate of public convenience and necessity by the Federal Energy Regulatory Commission (FERC). Generally, whether the action is brought in federal or state court the legal proceedings are similar. Before a petition to condemn property may be filed, the pipeline company must make an attempt to reach agreement concerning compensation with the landowner. Where the landowner does not respond to a written offer within a reasonable time, or responds with a counter-offer that the pipeline reasonably deems unacceptable, inability to agree is deemed to have been established. Condemnation proceedings are filed by the pipeline company in either the federal court or the state district court of the county where the property is located. The pipeline company may seek immediate possession of the property to be condemned by making a deposit with, and in an amount determined by, the court. The landowner may request a jury trial, but if such a request is not made, the compensation to which the landowner is entitled will be determined by a board of commissioners appointed by the court. Each party has the opportunity to present witnesses or other evidence as to market value. The fundamental question to be decided is the compensation to be awarded for the taking of the property and any reduction in value of the remaining property. Fair market value is the criterion of compensation to be awarded to the landowner. Hello