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Home My WebLink About20203516DEPARTMENT OF PLANNING SERVICES 1555 N 17th Ave, Greeley, CO 80631 Phone (970) 400-6100 Fax (970) 304-6498 USE BY SPECIAL REVIEW (MINING OPERATION) APPLICATION FOR PLANNING DEPARTMENT USE RECEIPT # /AMOUNT # 1$ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: To be completed by APPLICANT is accordance with procedural guide requirements: 1. I (we), the undersigned, hereby request a hearing before the Weld County Planning Commission concerning a proposed sand & travel (gravel, coal, borrow pit, etc.) mining operation for the following described unincorporated area of Weld County: Legal Description Parts of Sections 7,8,17,18,19 Flood Plain: Part of site Zone District: Ag Geological Hazard: none Section , Township 2N North, Range 66 West Total Acreage: 643.30 , Airport Overlay District: none , Overlay District: none 2. Surface owner(s) of area of land described Name: Cannon Land Company Address: Lakewood, CO Phone: (303) 321-7012 Name: Platte Valley Irrigation Company Address: Greeley, CO Phone: (970) 352-9353 3. Owner(s) of mineral rights or substance to be mined Name: Cannon Land Company Name: Platte Valley Irrigation Company Address: Address: Phone: Phone: 4. Applicant's name: L.G. Everist, Inc. - Matthew S. Noteboom Email Address msnoteboom@lgeverist.com Address: 7321 E 88th Avenue, Suite 200, Henderson, CO 80640 Phone: 303-286-2245 5. Identify any prior permits for mining held by applicant or affiliated person: Carr Gravel Resource, Firestone Gravel Resource, Rinn Valley Resource, Carbon Valley Resource 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 application. If a corporation is the fee owner, notarized evidence must be included indicating that tl sig ;to ; has to legal authority to sign for the corporation. are $eZYeZc) atur=. Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs SPECIAL USE REVIEW QUESTIONNAIRE Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs QUESTIONNAIRE The following questions are to be answered and submitted as part of the USR application. If a question does not pertain to your use, please respond with -not applicable". with an explanation as to why the question is not applicable. The application requirements are outlined in Section 23-2-260 and Chapter 23, Article IV, Division 4, of the Weld County Code. The application shall contain the following information. 1. A detailed description of the method of mining operation. L.G. Everist, Inc. has entered into a contract to mine the gravel and construct developed water storage reservoirs with the site's landowner. Cannon Land Company. As water storage reservoirs are completed and released from the permit area. they will be turned over to Cannon for use as developed water storage reservoirs. The area being permitted and much of the surrounding areas has historically been used as irrigated and non - irrigated cropland. and vacant land. Agricultural uses will continue in areas where mining is not taking place. This site lies near the South Platte River, and it contains an alluvial gravel deposit in the western area, which extends into a large terrace of gravel in the eastern area. The commodities to be mined are sand, gravel, topsoil, overburden and borrow materials. The mining and reclamation plan proposes the mining and creation of multiple slurry wall lined reservoirs that will n ot be hydrologically connected to the South Platte River or any alluvial aquifer. The plan also includes multiple u nlined pits that will be backfilled with excess overburden and wash fines from the sand and gravel processing plant. The reservoir phases will be sealed prior to mining, thereby eliminating the groundwater drawdown which is typically associated with mine site dewatering. This will also eliminate or minimize the possibility of any adverse impacts to nearby alluvial wells. The west area will have three (3) areas mined and reclaimed as developed water storage reservoirs (Phases 1, 2, 3) and two (2) areas mined, backfilled and reclaimed as cropland (Phases 1-A, 2-A). The east area will have three (3) areas mined and reclaimed as reservoirs (Phases 4, 5 & 6 ) and three (3) areas which will be backfilled and reclaimed as cropland (Phases 4-A. 4-B, 5-A). The DRMS approved permit packet is include with this USR submittal It has a more detailed explanation of the mining and reclamation procedures, as well as supporting data on soils, vegetation, ownership and structures. The DRMS packet also contains additional maps that may of be interest during the review of this USR submittal. The description shall include: a. The types and numbers of structures that will be erected (built) on site including operation and processing equipment to be employed. There will be no permanent buildings needed in relation to the proposed operations including the sand and gravel mining and processing, concrete and asphalt recycling, temporary batch operations. The sand and gravel will be mined and then processed into various specification aggregates on site. Depending o n market demand. the applicant may also recycle concrete and asphalt. and may have need for temporary concrete/asphalt batch plants. There are two processing plant areas shown on the Mining Plan Map — Plant #1 is located in Phase3 (--68 acres) and Plant #2 is located in Phase 4A (--38 acres). The processing plants will consist mainly of processing equipment. including stationary and portable crushers, screens, conveyors, stackers, and feeders. There may also be enclosed shipping containers at the plant sites which will be used to store supplies for plant operation and maintenance. See DRMS Map Exhibit C-4: Phase 3 — Plant Site Map for details on the plant site area. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs We plan to have an office trailer at the plant site, which will be used for the mine office and scale -house. The office trailer will be a mobile unit that can be moved from the Phase 3 plant site to the Phase 4A plant site. The applicant also requests approval of temporary concrete or asphalt batch plants. These portable batch plants would be brought onto the site and set up on a temporary basis to supply concrete/asphalt for construction projects. b. The number of shifts to be worked and the maximum number of employees. This mine will operate with one shift, or a slightly split shift. Mining and processing operations will generally start at daylight, or slightly before (see 8.a.), and maintenance personnel may arrive a few hours later, because they u sually have some general maintenance after the plant shuts down for the day. There will be between 15-20 e mployees working in the mining operation. c. Whether the operation will involve a wet or dry pit. This mine will operate as a dry mine. The applicant will operate the mine as a dry mine by dewatering the property. then mining with excavators and/or front end loaders. d. County roads and bridges to be utilized, along with site entrance/exit points. (Coordinate with County Engineer). The mining operations will start on the west side of the site. When operating on the west side, site traffic would go directly out of the west area's site entrance (in Phase 3) onto a private road and to US Highway 85, then travel n orth or south. The private road is located on the west side of State Highway 85. and for visual reference, it is on the same alignment as County Road 20. When the mining operations move to the east area, the proposed mine access would be onto either County Road 22 or County Road 20 via a land owner easement. Traffic would be coming from the east area's plant site (in Phase 4A), located south of County Road 22. The traffic would head west to US Highway 85, then go north or south to get the materials to market. As mentioned above. the site traffic would come from either the west area or east area and then head onto US Highway 85, to get materials to market. We estimate that 75-80% of the traffic would head south, and 20-25% would travel north on Highway 85. e. The size of the area and stages to be worked at any one time. The site is 643.30 acres and is located about 3.5 miles north of Fort Lupton, Colorado, with the initial entrance on the west side of State Highway 85 along a private drive (which is on the same alignment as County Road 20). The coordinates of the entrance are 40°07'50.492", -104°48'39.076. There are two main areas of the site - a west area containing approximately 365.4 acres, and an east area containing approximately 277.9 acres. The west and east areas are separated by a transportation corridor which includes Highway 85. the Union Pacific Railroad line and all their associated easements and ROWs. Initially the plan is for having 125-180 acres ± of disturbance bonded in Phases 1, 1A and 3 to allow for flexibility during mining. The disturbed acres will include stripped. partially mined, and partially reclaimed areas. They will also include the Plant Site, materials stockpile areas. armored banks and future reservoir areas. As mining progresses across these Phases some parts of the areas will remain undisturbed. Under this initial plan, Phase 1A will be mined and used as a settling pond area. The interior slopes will be mined 3h to 1v so only backfilling, resoiling and seeding would be needed. Phase 1 would have the slurry wall installed but not certified; all exterior slopes will be graded except where next to the working face The in -progress items like working face and adjoining slope areas, the bank armoring and reclaiming stripped area will be limited but move from Phase to Phase as mining progresses. For specific acres of each Phase and the associated disturbance in each area, please refer to the timetables in the DRMS Reclamation Plans. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs f. A time table giving the periods of time and number of phases to be worked, which will be required for the various phases of the operation. Of the 643.30 acres ± in the permit area, approximately 510 acres ± will be disturbed by mining. This mining plan for the mine site has 2 options. Option A will have eight (8) slurry -wall lined developed water storage reservoirs. Option B has six (6) lined water storage reservoirs. with two reservoirs (on the east side) being combined if some existing oil and gas wells and pipelines are relocated, or abandoned and removed. Here are the time tables for both options from the DRMS permit. Exhibit D — Mining Plan (as of 6/22/20) ESTIMATED MINING TIMETABLE - Option A ACRES ± Phase ESTIMATED YEARS TOTAL AREA TOTAL MINED MINED 100% SLOPES MINED EST. SLURRY WALL LENGTH 1A 0.5 to 1.5 29.47 22.86 5.82 17.05 1 2 to 4 80.51 69.35 52.84 16.50 7,900 2A 0.5 to 0.75 25.38 15.08 5.81 9.26 2 4 to 6 156.10 124.23 96.44 27.79 8,275 3 3 to 5 73.98 60.59 43.32 17.27 7,792 4A 0.75 to 1 40.12 32.81 28.30 4.53 4B 0.75 to 1 26.50 19.53 12.79 6.74 4 3 to 5 58.97 49.80 30.67 20.75 6;350 5A 0.3 to 0.6 8.35 3.31 2.44 0.86 5 1 to 3 49.20 32.14 6.47 25.67 5.830 6 3 to 5 94.72 81.25 30.72 50.54 9,770 TOTALS 18.75 to 32.85 643.30 510.96 315.62 196.96 45,917 ESTIMATED MINING TIMETABLE - Option B ACRES ± Phase ESTIMATED YEARS TOTAL AREA TOTAL MINED MINED 100% SLOPES MINED EST. SLURRY WALL LENGTH 1A 0.5 to 1.5 29.47 22.86 5.82 17.05 1 2 to 4 80.51 69.35 52.84 16.50 7,900 2A 0.5 to 0.75 25.38 15.08 5.81 9.26 2 4 to 6 156.10 128.85 97.65 31.20 8,275 3 3 to 5 73.98 60.59 43.32 17.27 7,710 4A 0.75 to 1 40.12 32.81 28.29 4.53 4B 0.75 to 1 26.50 19.53 12.79 6.74 4 3 to 5 58.97 49.80 30.67 19.13 6.350 5A 0.3 to 0.6 8.35 3.31 2.44 0.86 5 1 to 3 49.20 32.61 7.36 25.25 5,830 6 3 to 5 94.72 85.83 27.16 58.67 8.100 TOTALS 18.75 to 32.85 643.30 520.62 314.15 206.46 44,305 RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs g. The depth and thickness of the mineral deposit to be mined and the thickness of overburden to be removed. Approximately one foot of topsoil will be removed and stockpiled; five to six feet of overburden and other material will be removed; and 12 to 50 feet of sand and gravel will be extracted. h. The proposed use of reclaimed lands and an explanation of the reclamation process. The post -mining land use of the majority of the reclaimed lands shall be developed water storage. The west area will have three (3) areas mined and reclaimed as developed water storage reservoirs (Phases 1. 2, 3) and two (2) areas mined, backfilled and reclaimed as cropland (Phases 1-A, 2-A). The east area will have five (5) areas which will become reservoirs (Phases 4, 5 & 6 ) and three (3) areas which will be backfilled and reclaimed as cropland (Phases 4-A, 4-B, 5-A). In the following paragraphs, we shall discuss the mining methods and reclamation methods which shall apply at this site. More details of the mining and reclamation plans can be found in the DRMS permit, a copy which is being submitted with this USR submittal. Mining methods The following mining methods will apply to all of the reservoir Phases. Operations will begin in each Phase of reservoir construction by stripping the area where mining will start. Initially a 30 acre area will be stripped and periodically as mining progresses it will be extended so there is approximately 30 acres ready for mining at any- one -time as each Phase is mined. The topsoil needed for resoiling the above -water areas will be separated from the overburden and stored around the mining area for use in reclamation. Once enough topsoil is salvaged to resoil the above -water disturbed areas with an average of 6-12 inches, the rest may be sold These stockpiles will be placed strategically in progression with mining, and in some cases the stripped topsoil will be placed on areas where grading and shaping are complete so it only has to be handled once. In Phases 1 and 2, all topsoil storage piles will be located as far from the river as practical, and will run parallel to the river's flow if located in the floodplain. During the stripping, a slurry wall pad will be built around the reservoir Phase mining area using some of the excess topsoil and overburden. When the slurry wall pad has been completed. the bentonite slurry wall construction will begin. This is done by excavating a trench in the pad that is keyed into the underlying bedrock and filled with a mix of overburden. bentonite and water to create the slurry that becomes the liner. The overburden not used in slurry wall construction will be placed in the backfill areas or sold. After the slurry wall liner is place within a phase, a dewatering trench will be excavated. Then a pump will be installed and dewatering will begin. This will allow the area within the slurry wall to be dry mined. The trench will be extended around the area as mining progresses. The liner will block infiltration of water from surrounding area to reduce or eliminate the impacts to the groundwater table around each Phase. The active mining area in the reservoir phase will remain dry. After mining is completed, final reclamation of the phase can be completed. including liner certification, final grading of slopes and initial seeding for revegetation. At this time, the reservoir will be turned over to the owners. They will be overseeing construction to complete the reservoir operations facilities and filling. The material will be mined using loaders and track hoes (excavators) to remove material from the face. The material will then be delivered to the Plant for processing using haul trucks or a conveyor system. No blasting will take place at this mine. Sight berms will be constructed along the west side of HWY 85 for the west permit area, and on the east side of the UP railroad ROW for the east permit area as mining begins in those Phases. The topsoil and overburden to be stripped and used to construct a sight berm along the east sides of Phases 1A & 3 and the west sides of 4, 4B 5, & 6 to limit visibility from Highway 85 into the active mining and processing areas. The berms will vary in height depending on the area to be screened, with 3:1 slopes on each side. The berms will then be seeded to protect the material from wind and water erosion and to assure the materials are available for reclamation if needed. These berms may remain in some form when reclamation is complete. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs Reclamation methods The following reclamation methods will apply to all of the developed water reservoir phases - Phases 1 thru 6. As discussed in the DRMS Mining Plan text, reclamation will run concurrent with mining. Initially this will happen when the reservoir slopes are being mined and graded. The plan is to leave undisturbed natural sand and gravel at 3v:1 h slopes in each reservoir phase. The 3h to 1v slope of natural, undisturbed materials will need no other reclamation except minor grading to dress the slope. Since the perimeter of the reservoirs will be mined to their final slopes, only minor amounts of slope work will be necessary as mining ends. This will also ensure, that if mining ceases before the resource is exhausted. only a minor amount of work would have to be done to finish reclamation on the disturbed area. All reservoir bank sloping will be completed to the stated 3:1 slopes or flatter. When grading and shaping is completed on a large section of reservoir banks, the above -water areas will be resoiled and then seeded during the next seasonal planting window. The temporary topsoil stockpiles in the various mining phases will be available for the resoiling and reclamation needs. All areas that are above the high water line, and are not being reclaimed as graveled access roadways, will have an average of 6-12 inches of soil fully replaced and prepped for seeding. All top soiled areas will be seeded with the seed mix approved in the DRMS plan, and effective weed control measures will be implemented until the Phase is released from the permit area. The following reclamation methods will apply to all of the backfill phases - Phase 1A, 2A, 4A, 4B, and 5A. All the areas have commercial deposits of gravel but are too small or too shallow to develop as water storage reservoirs. It was also determined that there is not a large enough demand for overburden to be able to sell all the overburden that will be stripped from the reservoir areas. The mining plan calls for leaving 3h to 1v side slopes in these backfill phases so when mining ends they are stable during backfilling and so they would not have to be graded if backfilling does not fill them completely. They are to be backfilled using the excess overburden from the initial stripping of a phase and the fines generated during processing of the raw sand and gravel. At any given time. backfilling may be taking place on 2 or more phases. At a minimum, each backfilled Phase will be backfilled to a level at least 2 feet above the highest ground water elevations if there is not sufficient material to bring them back to their original elevation. Once backfilling is complete in a Phase, an average of 6-12 inches of topsoil will be spread over the disturbed area and it will be seeded as cropland during the next planting season. i. The source of technical advice in that type of reclamation for open cut mining land. L.G. Everist is a family -owned company that operates gravel mines throughout the United States. LGE staff provides the technical expertise to design mining and reclamation plans for gravel mines in Colorado. LGE uses other companies for engineering and consulting services to deal with the parts of the planning and design such as flood plain analysis. surveying, ecological consulting firms, engineering design experts, water consulting firms and permitting experts. In addition, the landowner has been consulted on the final end uses he envisions for the property and they are incorporated into the reclamation plan. 2. A statement which explains how the proposal is consistent with the Weld County Comprehensive Plan. The proposed mining and reclamation plans are consistent with the Weld County Comprehensive Plan for county- wide growth and land use goals and policies. They are consistent with the goals and policies of: Weld County Code, Chapter 22 - Comprehensive Plan, Article 5 — Natural Resources, Section 22-5-80. Sec. 22-5-80. - General commercial mineral deposits ("aggregate") and ore mineral resources: .1. (11. Goal I. Conserve lands which contain commercial mineral deposits ("aggregate")_ for potential, future use in accordance with state law (Section 34-1-305, C'. R.S.). B. CM. Goal 2. Promote the reasonable and orderly exploration and development of mineral resources. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs C. CM. Goal 3. Minimize the impacts of surface and subsurface mining activities on the surrounding land, land uses, roads and highways. D. CM. Goal 4. Minimize hazardous conditions related to mining activities and the mining site. E. CM. Goal 5. Provide, for timely reclamation of all mining sites and promote their beneficial reuse. 3. A statement which explains how the proposal is consistent with the intent of the district in which the use is located. The use is consistent with the intent of the district in which the site is located. The site's property parcels are zoned Agricultural (A). The proposed project is a listed special use.. permitted in the Agricultural Zone District as detailed in this Use by Special Review permit application, and in the Weld County Code. Zoning in the area surrounding the site is primarily Weld County Agricultural (A) Zoning designation. In addition to agricultural uses, there are multiple special uses within a half -mile. including aggregate mining, oil and gas development. and light industrial uses. The end use and proposed project is consistent with the uses in the area surrounding areas. Weld County Code allows for aggregate mining in the A (Agricultural) Zone District, as per the limits of the following sections: Section 23-3-10 - Intent, states in part, "The A (Agricultural) Zone District is intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production, and for areas for natural resource extraction and energy development, without the interference of other. incompatible land USES." Sec. 23-3-20. - Uses allowed by right outside of subdivisions and historic townsites. B. Asphalt or concrete batch plant and borrow pits used TEMPORARILY and exclusively for an on -site construction project or the completion of a PUBLIC STREET ROAD improvements project where the subject property is at, on, or near the STREETROAD on which improvements are being made. The six-month limitation for this TEMPORARY USE may be extended in six-month increments at the discretion of the Director of Planning Services rip to two (2) times, and thereafter by the Board of County Commissioners. Sec. 23-3-40. - Uses by special review outside of subdivisions and historic townsites. The following ... USES may be ... operated and maintained on LOTS outside of SUBDIVISIONS and HISTORIC TOWNSITES in the A (Agricultural) Zone District upon approval of a Special Review Permit in accordance with the requirements and procedures set forth in Article II, Division 4 of this Chapter... S. Open MINING and processing of minerals, subject to the additional requirements of Article III Division 4, of this Chapter. 4 If applicable, a statement which explains what efforts have been made, in the location decision for the proposed use, to conserve productive agricultural land in the agricultural zone district. According to the Weld County Assessors Property Portal, the properties of the site contain some "Important Farmlands of Weld County" — irrigated and non -irritated. However, the property also contains a commercial mineral deposit, which state statutes say must be protected from development. The Weld County Comprehensive Plan also protects these lands from uses interfering with extraction of sand and gravel. Mineral extraction will provide economic revenues for Weld County from the land, and will not interfere with the agricultural productivity of surrounding properties. 5. A statement which explains there is adequate provision for the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. The Use by Special Review Operations Policies and Development Standards specific to this permit will provide adequate protection of the health. safety, and welfare of the neighborhood and County. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs 6. A statement describing the existing surrounding land uses and explaining how the proposal will be compatible. The Weld County zoning of the surrounding area is Agricultural (A). In addition to agricultural uses, there are multiple special uses within a half -mile. including aggregate mining, oil and gas development, and light industrial u ses. The proposed sand and gravel mine, and temporary batch plants, will be compatible with existing uses in the immediate area, and will not interfere with the future agricultural activities and other special uses. The Special Review Permit Development Standards will provide adequate impact mitigation to nearby farms. Once mining and reclamation is complete the reservoirs will provide much -needed water storage for the community. 7. A statement describing the existing land use. The area being permitted has historically been used as irrigated and non -irrigated cropland, and vacant land. Agricultural uses will continue in areas where mining is not taking place. There are a few houses and structures on the site, which will be properly demolished or removed prior to mining operations in the phase. 8. Describe, in detail. the following: a. How many people (employees, visitors, buyers, etc.) will use this site? There may be around 100 "visitors- daily. including truck drivers, service contractors. company personnel from other sites, customers and others. The majority of "visitors" will be truck drivers. coming on site for a truckload of materials and leaving to transport the materials elsewhere. And as mentioned earlier, there will be between 15-20 employees working in the mining operation. b. What are the hours of operation? As per Weld County Code, Section 23-4-290.B, .ill sand and gravel operations shall be conducted during the hours of daylight except in the case of public or private emergency. or to make necessary repairs to equipment. This restriction shall not apply to operation of administrative and executive offices or repair facilities located on the property. In addition to the allowable hours listed in the Weld Code, the applicant requests that mining and reclamation o perations may occur 7 days per week, during the hours of daylight plus 1 hour before and after daylight for start- u p and shut -down. The applicant also requests that hours of operation may be extended with specific permission [from the Department of Planning] OR [from the Weld County Board of County Commissioners] for public or private projects which may require some night-time work (example: road construction work on public roads at night to avoid high traffic times, or during declared emergencies). c. What type and how many animals. if any, will be on this site? The applicant will have no animals on site. d. What kind (type, size, weight) of vehicles will access this site and how often? The vehicles that will access the site for the proposed use may include semi -trucks, tandem trucks, delivery vans, and passenger vehicles. When the site is in full operation, we estimate around 500 round -trips daily of material sales from the site. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs e. Who will provide fire protection to the site? The closest fire department is Fort Lupton Fire Department — Station 1 is located at 1121 Denver Ave. Fort Lupton, CO 80621 (Phone - 303-857-4603). f. What is the water source on the property? (Commercial well or water district). There are residential and irrigation wells on the property, which are owned by the landowner, Cannon Land Co. The applicant may or may not be able to lease water for sanitary and drinking uses from the landowners - the details have not yet been worked out. The applicant will provide adequate drinking water. and handwashing and toilet facilities for employees and visitors of the facility at all times — through the use of bottled water and portable toilets. Because this is a mining operation. and not a permanent use. we request the allowance to supply our employees with bottled water and portable toilets to meet the drinking water and sanitary requirements. Water supply for the mining operation and processing plants will be a combination of the landowner's private water rights. the applicants water rights, and leased water. Please see the Water Supply section of this USR application package for details of Ragsdale Reservoir's water supply. The applicant will have a Division of Water Resources' Substitute Water Supply Plan (SWSP) in place prior to exposing groundwater. g. What is the sewage disposal system on the property? (Existing and proposed). Portable toilet facilities shall be maintained on site for use by employees and visitors. Because this is a mining operation. and not a permanent use, portable toilet facilities are more appropriate than a septic system. Portable toilets can be moved around the site so they are available in multiple locations, such as the office, maintenance areas. processing plant, and other areas in the mine where workers are active. These units are serviced and maintained weekly or as needed frequency. The existing houses located on the west side of the site will be properly demolished and any existing septic tanks will be properly removed. h. If storage or warehousing is proposed, what type of items will be stored? There is no warehousing proposed. There will be stockpiles of unprocessed and processed sand and gravel at the plant sites until the materials are sold and delivered to market. There will be enclosed shipping containers which will be used to store products for plant operation and maintenance. i. Explain where storage and/or stockpile of wastes will occur on this site. There will be stockpiles of unprocessed and processed sand and gravel at the plant sites until the materials are sold and delivered to market. There will be enclosed shipping containers which will be used to store products for plant operation and maintenance. j. Explain the proposed landscaping/screening for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. There will be no landscaping done on the site. There will be revegetation of native grasses around the water storage reservoirs and other areas throughout the site. as covered by the DRMS permit. Please see the DRMS Reclamation plan and map for more details on the vegetation. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - QUESTIONNAIRE Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs k. Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin. Timetable 23-2-260.C.12. There will not be construction or landscaping at this site. The mining operation is estimated to commence in the spring or summer of 2021. Please see the mining timetables in Paragraph 2.f. Revegetation and reclamation shall occur concurrently with the mining operation. I. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. If the mining was not completed and the USR termination was due to non-compliance by the operator, the operator would work to correct the situation and restore the USR approval. However, if the USR termination remains in effect, the DRMS permit requires that reclamation would begin as soon as practical. Any area disturbed by mining must be reclaimed per the approved DRMS Permit within 5 years after completion of mining. m. Explain how the storm water drainage will be handled on the site. The operation has been designed such that there will be controlled discharge to surface drainages during dewatering of mine areas. Diversion ditches and berms will be used to prevent uncontrolled off -site discharge from entering the mine area. Runoff on the property will be directed to retention areas within the pit where the runoff will be stored until the fines have settled out. Then the clarified water will be discharged according to the SWSP Plan and CDPS Discharge Permit. Prior to any water discharge from the site, a CDPS Discharge Permit will be obtained from the Colorado Department of Public Health and Environment — Water Quality Control Division. n. Method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. Regular consumer trash/waste will be generated from the operation of the scale office and the employees of the mining operation (i.e. lunch containers, beverage containers, etc.). The trash will be collected in a dumpster and collected weekly by the waste handler listed. Used oil is generated from changing the oil in the heavy mobile equipment as needed for proper maintenance. The used oils and fluids are stored in a tank with secondary containment. The tank is emptied on a weekly basis by the waste handling company listed. Other used greases, lubricants, and similar used chemicals will also be collected weekly by the disposal company. o. A statement delineating the need for the proposed use. Sand and gravel are valuable natural resources used to construct most buildings and infrastructure used by the citizens of Weld County and surrounding communities. The reclaimed use of the site — developed water storage — will be needed to supply water for various agricultural, industrial, and residential uses in the future. 9. A statement which explains the Use by Special Review area is not located in a flood plain, geologic hazard and Weld County Airport overlay district area; or that the application complies with Chapter 23, Article V, Overlay District Regulations as outlined in the Weld County Code. The site is not located in a geologic hazard area or a Weld County Airport overlay district area. A portion of the site is located in the floodplain of the South Platte River - the area on the western side of the site, located west of the Platte Valley Ditch. There will be mining activity in the floodplain which will include mobile equipment, and temporary field conveyors and feeders. There will be no occupied structures or chemical storage in the floodplain. A Flood Hazard Development Permit application is included with this USR submittal. RagRes-WELD-USR-Questionnaire-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everist, Inc Site Name Ragsdale Reservoirs SOURCE OF LEGAL RIGHT TO ENTER AND AUTHORIZATIONS DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM I (We), Cannon Land Company give permission to L.G. Everist, Inc. (Owner — please print) (Authorized Agent — please print) to apply for any Planning, Building or Septic permits on our behalf, for the property located at (address or parcel number) below: 8 parcels - see attached parcel list for details Legal Description: Parts of 8 parcels (see list) of Section see list , Township 2 N, Range 66 n/a Subdivision Name. Property Owners Information: Lot n/a Block n/a Address: Cannon Land Company, Attn. Patrick Cannon, 3333 S Wadsworth Blvd, Suite D-208 Lakewood, CO 80227 Phone: (303) 321-7012 patrick@cannonlandco.com E-mail: Authorized Agent Contact Information: Address: L.G. Everist, Inc., Attn: Matthew S. Noteboom, 7321 E 88th Ave, Suite 200, Henderson, CO 80640 Phone: 303-286-2245 Correspondence to be sent to' Owner J _ E -Mail msnoteboom@Igeverist.com Authorized Agent 1 � L Both / by MaiIJ✓L Email)✓[ Additional Info: Authorized Agent is applying for a Mining USR, to be called Ragsdale Reservoirs. Please send all permitting correspondence to the Authorized Agent Contact listed above, and/or to the 2nd AA Contact at L.G. Everist, Inc.: Lynn M. Shults, 303-286-2247, Imshults@Igeverist.com. Owner Signature; Date: 8/IC/IC? Owner Signature: Date: SOURCE OF LEGAL RIGHT TO ENTER As required by Colorado Mined Land Reclamation Board, in the Mineral Rules and Regulations for the Extraction of Construction Materials, Rule 6.3.7 — Exhibit N - Source of Legal Right -to -Enter: Provide documentation of the legal right to enter to conduct mining and reclamation, for owners of Record described in Rule 1.6.2(1)(e)(i). This may include a copy of a lease, deed, abstract of title, a current tai receipt, or a signed statement by the Landowner(s) and acknowledged by a Notary Public stating that the operator/Applicant has legal right to enter to conducting mining and reclamation. STATE OF COLORADO COUNTY OFJ•Pgiv56J�- ) ss. AFFIDAVIT Patrick Cannon, as Vice -President of Cannon Land Company, being first duly sworn upon oath, deposes and says: 1. That the property and surface rights to the property known as Ragsdale Reservoirs is owned one hundred percent in fee simple, by the Cannon Land Company. 2. That L.G. Everist, Incorporated, an Iowa Corporation, is empowered under a contract lease agreement with the Cannon Land Company to obtain any permits with the Colorado Mined Land Reclamation Board, and local governments as necessary to mine the property under a MLRB Permit. That L.G. Everist, Incorporated has the right to enter, mine, and process construction materials and use the property for auxiliary uses associated with the mining and cessing of the material. Patrick Cannon, Vice -President //q 2 6 2 0 Dat SUBSCRIBED and sworn to before me this 'Pit , day of cJanttani-8_ , 2020 byl�ais�iekC:l�h�lvh, as ("tee Pre6 , of Uancm'nis'J& C Notary Public My commission expires (notarial seal) i DENISE A MCNEELY NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20034027350 \AY COMMISSION EXPIRES AUGUST 16, 2023 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17"' AVENUE GREELEY, CO 80631 AUTHORIZATION FORM I, (We), Platte Valley Irrigation Company , give permission to L.G. Everist, Inc. (Owner — please print) (Authorized Agent — please print) to apply for any Planning, Building or Septic permits on our behalf, for the property located at (address or parcel number) below: 1 parcel - 130919000036 - see attached parcel list for more details Part of 1 parcel (see list) 19 2 66 Legal Description: of Section , Township N, Range W n/a Subdivision Name: Lot n/a Block n/a Property Owners Information: Address: Platte Valley Irrigation Co., Attn: David Hunt. Vice Pres. PO Box 336483, Greeley, CO 80633-0609 Phone: (970) 352-9353 E-mail: Authorized Agent Contact Information: Address: L.G. Everist, Inc., Attn: Matthew S. Noteboom, 7321 E 88th Ave, Suite 200, Henderson, CO 80640 303-286-2245 Phone: Correspondence to be sent to: Owner _ E -Mail: msnoteboom@Igeverist.com Authorized Agent _I/Both / by Mad/ L Email) Additional Info: Authorized Agent is applying for a Mining USR, to be called Ragsdale Reservoirs. L Please send all permitting correspondence to the Authorized Agent Contact listed above, and/or to the 2nd AA Contact at L.G. Everist, Inc.: Lynn M. Shults, 303-286-2247, Imshults@Igeverist.com. Owner Signature: Date: August 19 , 2020 Kevin W. Schmidt, Board President Owner Signature: Date: SOURCE OF LEGAL RIGHT TO ENTER As required by Colorado Mined Land Reclamation Board, in the Mineral Rules and for ations lReguthe Extraction of Construction Materials, Ride 6.3.7 — Exhibit N — Source of Legal Right -to -Enter Provide documentation of the legal right to enter to conduct mining and reclamation, for Owners of Record described in Rule 1.6.2(1)(e)(i). This may include a copy of a lease, deed, abstract of title, a current tax receipt, or a signed statement by the Landowner(s) and acknowledged by a Nota° , Public stating that the Operator/Applicant has legal right to enter to conducting mining and reclamation. STATE OF COLORADO )ss. COUNTY OF WELD AFFIDAVIT Kevin W. Schmidt, as President of Platte Valley Irrigation Co. being first duly sworn upon oath, deposes and says: 1. That the property and surface rights to the property known as PVIC are owned one hundred percent in fee simple, by the Platte Valley Irrigation Co. 2. That L.G. Everist, Incorporated, an Iowa Corporation, is empowered to access PVIC property and apply for and obtain any permits with the Colorado Mined Land Reclamation Board, federal, state, and local governments as necessary to mine, reclaim, and construct a water storage facility. 3. That L.G. Everist, Incorporated will not commence mining or reservoir construction on Platte Valley Irrigation Co. property until such time a surface use agreement can be executed by the parties. /t, zc Kevin W. Schmidt, President Platte Valley Irrigation Co. January 15, 2020 SUBSCRIBED and sworn to before me this 15th, day of January, 2020 b Y by Kevin W. Schmidt, as President, of Platte Valley Irrigation Company. Notary Public My commission expires �(alaa TAMARA A. SULLIVAN (notariJ1�j?YPUBLIC F COLORADO NOTARY ID 20144014515 MY COMMISSION EXPIRES APRIL 2, 2022 Subdivision Name: DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17THAVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES Matthew S. Noteboom, VP of L.G Everist, Inc. Lynn M. Shults and Steve O'Brian I, (We), , give permission to (Owner — please print) (Applicant/Agent — please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Ragsdale Reservoirs - USR20-0000 Parts 7, 8,17,18,19 2 66.00 Legal Description: of Section , Township N, Range W no subdivision - Weld County Property Owners Information: 303-286-2245 Phone: Lot Block msnoteboom@Igeverist.com E-mail: Applicant/Agent Contact Information. see Additional Info below Imshults@Igeverist.com, or Environment-inc@outdrs.net Phone: E -Mail: Email correspondence to be sent to: Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent Lynn M. Shults and Steve O'Brian are both Authorized Agents for this USR. Additional Info: • i Lynn M. Shults, L.G Everist, Inc., Regulatory Manager, o-303-286-2247, c-303-514-2778, Imshults@Igeverist corn Steve O'Brian, Environment, Inc., owner, o-303-423-7297, Environment-inc@outdrs.net Owner Signature: Owner Signature Date-. q-Z3'Zd Date: 7/29/2019 5 9/22/2020 For this Record... Filing history and documents Get a certificate of good standing File a form Subscribe to email notification Unsubscribe from email notification Business Home Business Information Business Search FAQs, Glossary and Information Colorado Secretary of State - Summary About Secretary Griswold Espanol Summary Details Name 1 IRRIGATION COMPANY THE PLATTE VALLEY Status Good Standing Formation date 10/14/1883 ID number 19871005954 Nonprofit Corporation Form Periodic report month October Jurisdiction Colorado Principal office street address 4 3400 W. 16th St., Suite K, Greeley, CO 80634, United States Principal office mailing address PO Box 336483, Greeley, CO 80633, CO - Colorado, United States Registered Agent Name Platte Valley Irrigation Co Street address 3400 W. 16th St., Suite K, Greeley, CO 80634, United States Mailing address PO Box 336483, Greeley, CO 80633, United States Filing history and documents Get a certificate of good standing Get certified copies of documents File a form Set up secure business filing Subscribe to email notification Unsubscribe from email notification Back 1 Terms & conditions I Browser compatibility https://www.sos.state.co.us/bizlBusinessEntityDetail.do?quitButtonDestination=BusinessEntityResults&nameTyp=ENT&masterFileld=19871005954&e... 1/1 Document must be filed electronically Papei documents are not accepted Fees & forms are subject to change For more mformation or to prmt copies of filed documents, visit www sos state co us Colorado Secretary of State Date and Time 12/13/2019 04 22 PM ID Number 19871005954 Document number 20198008793 Amount Paid $10 00 ABOVE SPACE FOR OFFICE USE ONLY Periodic Report filed pursuant to §7-90-301, et seq and §7-90-501 of the Colorado Revised Statutes (C R S) ID number Entity name Jurisdiction under the law of which the entity was formed or registered 19871005954 THE PLATTE VALLEY IRRIGATION COMPANY Colorado 1 Principal office street address 3400 W 16th St 2 Principal office mailing address (if different from above) 3 Registered agent name (if an individual) (Street name and number) Suite K Greeley CO 80634 (City) (State) (Postal/Zip Code) United States (Province — rf applicable) (Country — if not US) PO Box 336483 (Sheer name and number or Post Office Box information) Greeley CO 80633 (City) CO - Colorado (State) (Postal/7ip Code) United States (Province— ((applicable) (Country— fnot US) (Last) (First) or (if a business organization) Platte Valley Irrigation Co 4 The person identified above as registered agent has consented to being so appointed 5 Registered agent street address 3400 W 16th St 6 Registered agent mailing address (if different from above) REPORT (Street name and number) Suite K (Middle) (Suffix) Greeley (City) PO Box 336483 CO 80634 (Slate) (Postal/Zip Code) (Street name and number or Post Office Box information) Greeley CO 80633 (City) (State) (Postal/Zip Code) United States (Province — ifapplicable) (Country—ifnot US) Page 1 oft Rev 12/01/2012 Notice Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation of acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the iequirements of part 3 of article 90 of title 7, C R S , the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes This perjury notice applies to each individual who causes this document to be delivered to the secretary of state, whether or not such individual is named in the document as one who has caused it to be delivered 7 Name(s) and address(es) of the mdividual(s) causing the document to be delivered for filing Sullivan Tami (Last) PO Box 336483 (First) (Middle) (Suffix) (Street name and number or Post Office Box information) GREELEY CO 80633 (City) (State) (Postal/Zip Code) United States (Province —if applicable) (Country—ifnot US) (The document need not state the true name and address of more than one individual However if you wish to state the name and address of any additional individuals causing the document to be delivered fot filing mm k this box ❑ and include an attachment stating the name and address of such individuals) Disclaimer This form, and any related instructions, are not intended to provide legal, business or tax advice, and are offered as a public service without repiesentation or warranty While this form is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form Questions should be addressed to the user's attorney REPORT Page 2of2 Rev 12/01/2012 STATEMENT OF AUTHORITY I This Statement of Authority relates to an entity named L G Everist, Incorporated, an Iowa corporation, and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S 2 The type of entity is a ® corporation ❑ nonprofit corporation ❑ limited liability company ❑ general partnership ❑ limited partnership 0 other ❑ registered limited liability partnership ❑ registered limited liability limited partnership 0 limited partnership association ❑ government or governmental subdivision or agency ❑ trust (Section 38-30-108 5, C R S ) 3 The entity is formed under the laws of Iowa 4 The mailing address for the entity is 7321 East 88'h Avenue. Suite 200. Henderson, Colorado 80640 5 The ® name 0 position of each person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the entity is Dennis L Fields and Matthew S. Noteboom 6 The authority of the foregoing person(s) to bind the entity is ® not limited ❑ limited as follows 7 Other matters concerning the manner in which the entity deals with interests in real property None Executed this ,_-day of January, 2018 L G L•VERIST, INCORPORATED, an Iowa corporation By J.1>1, I.4 Name Dennis L Fields Title. Chief Operating Officer [Acknowledgment on following page] No 1112 Rev 8.01 STATI MEN I OF AUTHORITY 4812-2711-4074 I STATE OF COLORADO ) ) ss COUNTY OF ) DEBRA ANN THOMPSON NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20184078487 MY COMMISSION EXPIRES OCTOBER 07, 2020 The foregoing instrument was acknowledged before me this 5'' day of January, 2018, by Dennis L. Fields, Chief Operating Officer of L G. Evenst, Incorporated, an Iowa corporation Witness my hand and official seal /614-4:, Cam✓ _91 Notary Public My commission expires. 6.,6 C7, ,:2-0_2o No 1112 Rev. 8-01 STATEMENT OF AUTHORITY 4812-2711-4074 1 9/22/2020 Colorado Secretary of State - Summary Colorado ,may Secretary of State Jena Griswold •0 • .. 4,4 About Secretary Griswold ( Espanol N, e For this Record... Filing history and documents Trade names Get a certificate of good standing File a form Subscribe to email notification Unsubscribe from email notification Business Home Business Information Business Search FAQs, Glossary and Information Summary Details Name CANNON LAND COMPANY Status Good Standing i Formation date 04/29/1957 ID number 19871141975 Corporation Form Periodic report month April Jurisdiction Colorado Principal office street address 3333 S. Wadsworth Blvd., Ste D-208, Lakewood, CO States 80227-5141, CO, United Principal office mailing address 3333 S. Wadsworth Blvd., Ste D-208, Lakewood, CO States 80227-5141, United Registered Agent Name Patrick Cannon Street address 3333 S. Wadsworth Blvd., Ste D-208, Lakewood, CO 80227-5141, United States Mailing address n/a r Filing history and documents Trade names S,_Qt a ceriiioate Qf good standing Get cert feed copies ot documents File a form Set up secure busing tiling Subscribe to email notification Unsubscribe from email notification 9sck Terms & conditions I Browser compatibility https://www.sos.state.co.us/biz/BusinessEntityDetail.do?quitButtonDestination=BusinessEntityResults&nameTyp=ENT&masterfileld=19871141975&e... 1/1 Document must be filed electronically Paper documents are not accepted Fees & forms are subject to change For more information or to print copies of filed documents, visit www sos state co us �-F_Iled� Colorado Secretary of State Date and Time 06/23/2020 10 27 AM ID Number 19871141975 Document number 20201536992 Amount Paid $10 00 ABOVE SP 10E FOR OFFICE USE ONLY Periodic Report filed pursuant to §7-90-301, et seq and §7-90-501 of the Colorado Revised Statutes (C R S) ID number Entity name Jurisdiction under the law of which the entity was formed or registered Colorado 19871141975 CANNON LAND COMPANY 1 Principal office street address 3333 S Wadsworth Blvd , Ste D-208 2 Principal office mailing address (if different from above) (Street name and number) Lakewood CO 80227-5141 (City) CO (State) (Postal/Zip Code) United States (Province —(applicable) (Country — if not US) 3333 S Wadsworth Blvd , Ste D-208 (Sweet name and number or Post Office Box information) Lakewood CO 80227-5141 (City) (Province — if applicable) 3 Registered agent name (if an individual) Cannon or (if a business organization) (Last) (State) (Postal/Zip Code) United States (Country— fnot US) Patrick (First) (Middle) (suffix) 4 The person identified above as registered agent has consented to being so appointed 5 Registered agent street address 3333 S Wadsworth Blvd , Ste D-208 6 Registered agent mailing address (if different from above) REPORT (Street name and number) Lakewood (Cu}) CO 80227-5141 (State) (Postal/Zip Code) (Street name and number or Post Office Box information) (City) (State) (Postal/Zip Code) (Province—tfapplicable) (Country— not US) Page 1 oft Rev 12/01/2012 Notice Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the mdividual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C R S , the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes This perjury notice applies to each individual who causes this document to be delivered to the secretary of state, whether or not such individual is named in the document as one who has caused it to be delivered 7 Name(s) and address(es) of the individual(s) causing the document to be delivered for filing Cannon Patrick (Last) (First) (Middle) (Suffix) 3333 S Wadsworth Blvd (Street name and number o, Post Office Box information) Suite D-208 Lakewood CO 80227-5141 (City) (State) (Postal/Zip Code) United States (Province — if -applicable) (Country— if not US) (The document treed not state the true name and address of more than one individual However, ifyou wish to state the name and address of any additional individuals causing the document to be delivered foi filing mark this box ❑ and include an attachment stating the name and address of such individuals) Disclaimer This form, and any related instructions, ai a not intended to provide legal, business or tax advice, and are offered as a public sei vice without representation or warranty While this form is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form Questions should be addressed to the user's attorney REPORT Page 2 of 2 Rev 12/01/2012 STATEMENT OF AUTHORITY 1. This Statement of Authority relates to an entity' named Platte Valley Irrigation Company and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. 2. The type of entity is a: corporation nonprofit corporation limited liability company general partnership limited partnership other: 3. The entity is formed under the laws of: The State of Colorado 4. The mailing address for the entity is: PO Box 336483 Greeley, CO 80633 registered limited liability partnership registered limited liability limited partnership limited partnership association government or governmental subdivision or agency trust (Section 38-30-108.5, C.R.S.) 5. The lxi name [XI position of each person authorized to execute otherwise affecting title to real property on behalf of the entity is: David Hunt, Vice -President of Platte Valley Irrigation Company instruments conveying, encumbering, or 6.2 The authority of the foregoing person(s) to bind the entity is [xi not limited ❑ limited as follows: 7. Other matters concerning the manner in which the entity deals with interests in real property: v1 Executed this al rl day of October, 2020. STATE OF COLORADO ) ss. COUNTY OF WELD Signature (Type or Print 1\1' Tile Below) David Hunt The foregoing instrument was acknowledged before me this MA day of October, 2020, by David Hunt, Vice - President of Platte Valley Irrigation Company. Witness my hand and official seal. . TAMARA A. SULLIVAN NOTARY PUBLIC STATE OF COLORADO hir O1 515t' ca ble of holding title to real property. IV atisencetanaux.iimil rima Tacie e idence that no such limitation exists. 3The statement of authority must be recorded to obtain the benefits of the statute. No. 1112. Rev. 8-01. ti'11V FE\1ENT OF At THORITV latitAalkaOlt Notary Public STATEMENT OF AUTHORITY 1. This Statement of Authority relates to an entity' named Platte Valley Irrigation Company and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. 2. The type of entity is a: X corporation nonprofit corporation limited liability company general partnership limited partnership other: 3. The entity is formed under the laws of: The State of Colorado 4. The mailing address for the entity is: PO Box 336483 Greeley, CO 80633 registered limited liability partnership registered limited liability limited partnership limited partnership association government or governmental subdivision or agency trust (Section 38-30-108.5, C.R.S.) 5. The IA name kJ position of each person authorized otherwise affecting title to real property on behalf of the entity is: Kevin W. Schmidt, President of Platte Valley Irrigation Company to execute instruments conveying, encumbering, or 6.2 The authority of the foregoing person(s) to bind the entity is r not limited I I limited as follows: 7. Other matters concerning the manner in which the entity deals with interests in real property: Executed this a day of October, 2020. STATE OF COLORADO ) ss. COUNTY OF WELD The foregoing instrument was acknowledged before me this President of Platte Valley Irrigation Company. Witness my hand and official seal. My commission expires: April 2, 2022 TAMARA A. SULLIVAN NOTARY PUBLIC STATE OF COLORADO This for Th %%b esaernento Signature (Type or Print Name Below) Kevin W. Schmidt day of October, 2020, by Kevin W. Schmidt, 0 J' �' ca able of holding title to real property. i. d i'n le = v' limitation p idence that no such limiexists. au ority must e recora e to o tain the benefits of the statute. No. 1112. Rev. 8-01. STATEMENT OF At!'I'tlORIT Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs DRAINAGE REPORT Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant L G Everist, Inc Site Name Ragsdale Reservoirs DRAINAGE NARRATIVE with QUALIFYING EXCEPTION OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USE BY SPECIAL REVIEW PERMIT # L G Evenst, Inc is submitting this Drainage Narrative to cover the Drainage Requirements for the proposed use as a sand and gravel mine The drainage controls shall be implemented at the proposed mining operation, Ragsdale Reservoirs, located at CR 20 and US Highway 85, Fort Lupton, CO L G Evenst, Inc has entered into a contract to mine the gravel and construct developed water storage reservoirs with the site's landowner, Cannon Land Company As water storage reservoirs are completed and released from the permit area, they will be turned over to Cannon for use as developed water storage reservoirs The area being permitted and much of the surrounding areas has historically been used as irrigated and non -irrigated cropland, and vacant land Agricultural uses will continue in areas where mining is not taking place As much as possible, the surface drainage will be maintained in the same general direction as it now exists This site lies near the South Platte River, and it contains an alluvial gravel deposit in the western area, which extends into a large terrace of gravel in the eastern area The mine is split into two main areas — the west area is located west of US Highway 85, and the east area is located east of US Highway 85 and the Union Pacific Railroad ROW The mining and reclamation plan proposes the mining and creation of multiple slurry wall lined reservoirs that will not be hydrologically connected to the South Platte River or any alluvial aquifer The plan also includes multiple unlined pits that will be backfilled with excess overburden and wash fines from the sand and gravel processing plant The reservoir phases will be sealed prior to mining, thereby eliminating the groundwater drawdown which is typically associated with mine site dewatenng This will also eliminate or minimize the possibility of any adverse impacts to nearby alluvial wells The mining operations will begin in the west area, which will have three (3) areas mined and reclaimed as developed water storage reservoirs (Phases 1, 2, 3) and two (2) areas mined, backfilled and reclaimed as cropland (Phases 1-A, 2-A) The east area will have three (3) areas mined and reclaimed as reservoirs (Phases 4, 5 & 6 ) and three (3) areas which will be backfilled and reclaimed as cropland (Phases 4-A, 4-B, 5-A) When necessary, ground water will be pumped and discharged from the Ragsdale Reservoirs mine under a CDPS Permit which the operator will obtain from the Colorado Department of Public Health and Environment, Water Quality Control Division (CDPHE-WQCD) This permit will remain active during the life of the mine The discharge points may change as mining progresses and all necessary changes will be submitted to the WQCD for modifications to the discharge points Runoff from disturbed areas will be managed and controlled to protect against pollution, of either surface or groundwater through the implementation best management practices which include sloping disturbed areas inward toward the site, vegetating berms and other disturbed areas, and other site - specific controls as needed 16-RagRes-WELD-USR-Drainage Narrtve-DRAFT-Aug2020 Ims docx Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs A. Any existing and proposed improvements to the property. At the current time, this site is an active farm where pivot irrigation, irrigation sprinklers and flood irrigation are used to grow crops. Over the years, ditches, pipelines and other water conveyance structures have been built to make more efficient use of the available water. These facilities will remain in use until the areas they service are scheduled to be mined. They will be removed prior to mining the area and then the area will be graded to retain all surface drainage entering the disturbed area. Once mining begins in a reservoir area, all interior pit slopes will be maintained toward the pit so that any historic drainage patterns are maintained into the pit. Vegetated isolation berms or ditches will be constructed around the mine as needed to prevent stormwater from contacting the disturbed areas and route that drainage around the mine. If any stormwater flows onto the site, it will be discharged under an approved WOOD Discharge Permit. B. The exception being requested for consideration. 6. Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be provided This exception does not include disturbance outside of the mine footprint. C. Where the water originates if it flows onto the property from an off -site source. In general. all surface water originates from stormwater flows from areas outside the property, or is introduced via irrigation ditches, or groundwater wells used for farming. In addition, some water passes through the property in ditches along roadways or via irrigation return flows that take it to the South Platte River on the west side of the property. The Platte Valley Ditch and the Platteville Irrigation Company Ditch also traverse the property. However, the mining operations will be set -back from the ditches. and will not interfere with ditches or their water flow, nor will the water from the ditches be released into the active mining areas. D. Where the water flows as it leaves the property. At this time, the site is agricultural, and any water leaving the property flows through natural drainages or irrigation return flow ditches that across the property to empty into the South Platte River on the west side. During mining and once reservoir development are complete, the areas around the reservoirs will be sloped so all surface runoff enters the reservoir areas before being discharged. The areas outside the reservoirs will be graded to restore the natural drainage patterns on those areas. All up -gradient drainage will be diverted around the facility using existing ditches and return flow facilities. E. The direction of flow across the property. In general, historic flows go from east to west across the property in ditches and surface drains or via large irrigation ditches and the river. Surface flow from irrigation enters irrigation return flow ditches and returns to the river. The creation of the reservoirs will eliminate most of the irrigated crop areas and will reduce or eliminate the irrigation return flows. Stormwater flows will be directed into the reservoirs.. and any fines allowed to settle out. then stormwater can be discharged under an approved WQCD Discharge Permit. 16-RagRes-WELD-USR-Drainage Narritive-DRAFT-Aug2020 Ims.docx Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs F. Previous drainage problems with the property, if any. None that we know. The farmer utilizes good agricultural practices that prevent drainage control problems before they happen G. The location of any irrigation facilities adjacent to or near the property. Much of the land within this facility and surrounding area is irrigated agricultural land. There are two (2) large irrigation supply ditches that cross the property and numerous shallow irrigation wells on and around the property. Refer to the attached drainage pattern maps in this section for locations. H. Any additional information pertinent to the development. This is not an urban area, nor are any cities or towns close, so the drainage entering and leaving the facility are from naturally occurring events or sources associated with rural areas. The large areas to be mined and final reservoir areas will retain any drainage from the facility where it will be treated and only discharged if it meets the water quality standards called for in the WQCD Discharge Permit. All offsite surface drainage will be directed around the developed area of the facility to preserve the natural drainage patterns from up -gradient areas. The attached drainage pattern maps show the drainage patterns of the property once all reservoirs have been built. 16-RagRes-WELD-USR-Drainage Narritive-DRAFT-Aug2020 Ims docx AUG 27, 2020 — 1712.5c 2Sc 21 TOT p 94.72 CRES (APPROXIMATE REtRVOI' AREA. 7/94 ACRE / / / / / / 1 / / I / I / 4 1O I 11 ,11 III 111111 111 11 . 1i1111 -�_d ► 11 LEGEND PERMIT BOUNDARY/AFFECTED LANDS 200 FOOT LIMIT -^---^-^- COMMUNICATION LINES OVERHEAD POWER UNES FENCE EXISTING RAIL UNE -t- �•-t-t-'-� WATER LINE - ROADS (OFFSITE) ROADS (HAUL, ACCESS) (Pao.) TOPO CONTOUR STREAM •-• •-•- - - FLOOD PLAIN -- SLURRY WALL (PROPOSED) VS vs�l.•K!�%lt? SIGHT BERM (PROPOSED) BUILDINGS WATER WELL DRAINAGE DIRECTION EAST AREA Port o' the NW iSEI. Section 7. and all of the 5W} of Section a and the NV/i of Section 19. Township 2 North, gorge 67 West, 6th P M.. Weld Colony, Cebrodo. „ , 11, cci 1i III X11 1u1 Ill 111 III jilt 1111 Si'' 111% 1111 1111 1111 51% 111, 1111 I 111` 111 11. ''1 ' 5' 1111 555\ 111% 111 a 111 111 %%I 111 111 `%%I % 1111 5%%\ S 111 111 111 111 111X 111` `1 111 111 111 111 111 I11 111 1111 tt 11 111 lilt ,1 111 111 Ill 11 111 EAST AREA DRAINAGE PLAN PAGE 2 OF 2 mane 1a ENVIRONMENT, INC. Wila COat O 4ti-7117 net RAGSDALE RESERVOIRS DEVELOPED WATER STORAGE FACILITY REVISIONS: DATE: 0RONAL PERMIT Eat L.G. Everist, Inc. 7321 East 88th Avenue I Henderson, Colorado 80640 phone: (3031 287-4656 I fax: (3031289-1348 ISV3-39YNIV80 co N U' N N O AUG 26, 2020 - 12 69121 r -w-w-w-w- • N • 1 • LEGEND PERMIT BOUNDARY/AFFECTED LANDS 200 FOOT LIMIT COMMUNICATION LINES OVERHEAD POWER LINES • FENCE EXISTING RAIL LINE WATER LINE ROADS (OFFSITE) - ROADS (HAUL, ACCESS) (TYP.) TOPO CONTOUR STREAM -• -• -• -• -• - FLOOD PLAIN SLURRY WALL (PROPOSED) • BUILDINGS WATER WELL DRAINAGE DIRECTION WEST PARCEL Parts of the NEINEI. NW}NEs. SWtSEI, SE}SW}, NE SW I, NEINW}. AND SE WWI. and all of the SEINE'. 5WINEI. NEI5El. SEISE}, and NWISE} of Section 16. AND Part of the NWINE} Section 19. Township 2 North. Rouge 67 West. 6th P.M , Weld County. Colorado • SO N 48 MCkEEK 25007F y4 6 AN WEST AREA DRAINAGE PLAN 4 4 I RT/EVANS 1530; PAGE 1 OF 2 ytheocc fen n1 ENVIRONMENT. .fSILAINC. net RAGSDALE RESERVOIRS DEVELOPED WATER STORAGE FACILITY REVISIONS: DATE: 0PR0NAL PERMIT L.G. Everist, Inc. 7321 East. 88th Avenue I Henderson. Colorado 80640 phone: (3031 287-4656 I fax: (303) 289-1348 g r m zm H O g ; 1n C as I! N O Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs DRAINAGE REPORT Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs DRAINAGE NARRATIVE with QUALIFYING EXCEPTION OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USE BY SPECIAL REVIEW PERMIT # L G Evenst, Inc is submitting this Drainage Narrative to cover the Drainage Requirements for the proposed use as a sand and gravel mine The drainage controls shall be implemented at the proposed mining operation, Ragsdale Reservoirs, located at CR 20 and US Highway 85, Fort Lupton, CO L G Evenst, Inc has entered into a contract to mine the gravel and construct developed water storage reservoirs with the site's landowner, Cannon Land Company As water storage reservoirs are completed and released from the permit area, they will be turned over to Cannon for use as developed water storage reservoirs The area being permitted and much of the surrounding areas has historically been used as irrigated and non -irrigated cropland, and vacant land Agricultural uses will continue in areas where mining is not taking place As much as possible, the surface drainage will be maintained in the same general direction as it now exists This site lies near the South Platte River, and it contains an alluvial gravel deposit in the western area, which extends into a large terrace of gravel in the eastern area The mine is split into two main areas — the west area is located west of US Highway 85, and the east area is located east of US Highway 85 and the Union Pacific Railroad ROW The mining and reclamation plan proposes the mining and creation of multiple slurry wall lined reservoirs that will not be hydrologically connected to the South Platte River or any alluvial aquifer The plan also includes multiple unlined pits that will be backfilled with excess overburden and wash fines from the sand and gravel processing plant The reservoir phases will be sealed prior to mining, thereby eliminating the groundwater drawdown which is typically associated with mine site dewatenng This will also eliminate or minimize the possibility of any adverse impacts to nearby alluvial wells The mining operations will begin in the west area, which will have three (3) areas mined and reclaimed as developed water storage reservoirs (Phases 1, 2, 3) and two (2) areas mined, backfilled and reclaimed as cropland (Phases 1-A, 2-A) The east area will have three (3) areas mined and reclaimed as reservoirs (Phases 4, 5 & 6 ) and three (3) areas which will be backfilled and reclaimed as cropland (Phases 4-A, 4-B, 5-A) When necessary, ground water will be pumped and discharged from the Ragsdale Reservoirs mine under a CDPS Permit which the operator will obtain from the Colorado Department of Public Health and Environment, Water Quality Control Division (CDPHE-WQCD) This permit will remain active during the life of the mine The discharge points may change as mining progresses and all necessary changes will be submitted to the WQCD for modifications to the discharge points Runoff from disturbed areas will be managed and controlled to protect against pollution, of either surface or groundwater through the implementation best management practices which include sloping disturbed areas inward toward the site, vegetating berms and other disturbed areas, and other site - specific controls as needed 16-RagRes-WELD-USR-Drainage Narrative-DRAFT-Aug2020 Ims docx Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs A. Any existing and proposed improvements to the property. At the current time, this site is an active farm where pivot irrigation, irrigation sprinklers and flood irrigation are used to grow crops. Over the years, ditches, pipelines and other water conveyance structures have been built to make more efficient use of the available water. These facilities will remain in use until the areas they service are scheduled to be mined. They will be removed prior to mining the area and then the area will be graded to retain all surface drainage entering the disturbed area. Once mining begins in a reservoir area, all interior pit slopes will be maintained toward the pit so that any historic drainage patterns are maintained into the pit. Vegetated isolation berms or ditches will be constructed around the mine as needed to prevent stormwater from contacting the disturbed areas and route that drainage around the mine. If any stormwater flows onto the site, it will be discharged under an approved WQCD Discharge Permit. B. The exception being requested for consideration. 6. Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be provided This exception does not include disturbance outside of the mine footprint. C. Where the water originates if it flows onto the property from an off -site source. In general, all surface water originates from stormwater flows from areas outside the property, or is introduced via irrigation ditches. or groundwater wells used for farming. In addition. some water passes through the property in ditches along roadways or via irrigation return flows that take it to the South Platte River on the west side of the property. The Platte Valley Ditch and the Platteville Irrigation Company Ditch also traverse the property. However, the mining operations will be set -back from the ditches. and will not interfere with ditches or their water flow. nor will the water from the ditches be released into the active mining areas. D. Where the water flows as it leaves the property. At this time, the site is agricultural, and any water leaving the property flows through natural drainages or irrigation return flow ditches that across the property to empty into the South Platte River on the west side. During mining and once reservoir development are complete, the areas around the reservoirs will be sloped so all surface runoff enters the reservoir areas before being discharged. The areas outside the reservoirs will be graded to restore the natural drainage patterns on those areas. All up -gradient drainage will be diverted around the facility using existing ditches and return flow facilities. E. The direction of flow across the property. In general, historic flows go from east to west across the property in ditches and surface drains or via large irrigation ditches and the river. Surface flow from irrigation enters irrigation return flow ditches and returns to the river. The creation of the reservoirs will eliminate most of the irrigated crop areas and will reduce or eliminate the irrigation return flows. Stormwater flows will be directed into the reservoirs, and any fines allowed to settle out, then stormwater can be discharged under an approved WQCD Discharge Permit. 16-RagRes-WELD-USR-Drainage Narritive-DRAFT-Aug2020 Ims docx Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs F. Previous drainage problems with the property, if any. None that we know. The farmer utilizes good agricultural practices that prevent drainage control problems before they happen G. The location of any irrigation facilities adjacent to or near the property. Much of the land within this facility and surrounding area is irrigated agricultural land. There are two (2) large irrigation supply ditches that cross the property and numerous shallow irrigation wells on and around the property. Refer to the attached drainage pattern maps in this section for locations. H. Any additional information pertinent to the development. This is not an urban area, nor are any cities or towns close, so the drainage entering and leaving the facility are from naturally occurring events or sources associated with rural areas. The large areas to be mined and final reservoir areas will retain any drainage from the facility where it will be treated and only discharged if it meets the water quality standards called for in the WQCD Discharge Permit. All offsite surface drainage will be directed around the developed area of the facility to preserve the natural drainage patterns from up -gradient areas. The attached drainage pattern maps show the drainage patterns of the property once all reservoirs have been built. 16-RagRes-WELD-USR-Drainage Narritive-DRAFT-Aug2020 Ims docx AUG 27. 2020 - 17121i 21 I i AL SIGHT BE / 1 t - RBURDEN PI: / r,►il l III I` III �\ \\ 111 \ III I11 I11 III k 11 I I PICAL LEGEND PERMIT BOUNDARY/AFFECTED LANDS 200 FOOT LIMIT --- •-----COMMUNICATION LINES OVERHEAD POWER UNES FENCE EXISTING RAIL UNE WATER LINE ROADS (OFFSITE) ROADS (HAUL. ACCESS) (TYP.) TOPO CONTOUR STREAM -• -• -• -• -• - FL000 PLAIN dMIMIOS -- SLURRY WALL (PROPOSED) SIGHT BERM (PROPOSED) BUILDINGS WATER WELL DRAINAGE DIRECTION EAST AREA Par' of rho WWI SEt. Section 7. and dl of the 5W1 of Section 8 and the NWI of Section 19. Township 2 North. Range 67 West. 6th P M.. Weld County. Colorado r Y ICAL SIGHT BERM (OVERBURDEN PILE) C • SIGHT B VERBURDEN PUI SAKATA 5898R •,r_. f:Vs' .t..• 9 s•• - r YPICAL SIG BERM (OVERBU'tDE PILE) TOTAL 49. t ACRES s RESE' 'IR EA. PICAL SIG • di_Fhl ILt-- J II 1.. IIII::::\tt;\ I.., ttxttst „1s t\ .., 1%,‘,,,:tt::.. :::::::\ CIS I., I''' ,II .nn n n'' iii III n1 iI III III ;ill III, (1'> I.! EAST AREA DRAINAGE*: PLAN PAGE 2 OF 2 Asa pawnors ENVIRONMENT INC. 410-71107 sot RAGSDALE RESERVOIRS DEVELOPED WATER STORAGE FACILITY REVISIONS: DATE: ORQNAL PERMIT .14 a a L.G. Everist, Inc. 7321 East RRth Avenue I Henderson. Colorado 80640 phone: (303) 2R7-4656 I fax: (303) 2RO-1348 z In 1n 0 CO N U' N 0 0 0 AMC 26, 2Q20 - 126621 O-1 I • \ L 4 / 1 • N LEGEND N \ PERMIT BOUNDARY/AFFECTED LANDS 200 FOOT LIMIT COMMUNICATION LINES OVERHEAD POWER LINES FENCE EXISTING RAIL LINE WATER LINE = ROADS (OFFSITE) ROADS (HAUL. ACCESS) (TYP.) TOPO CONTOUR STREAM -• -• -• -• -• - FLOOD PLAIN SLURRY WALL (PROPOSED) BUILDINGS WATER WELL DRAINAGE DIRECTION PHASE 2-A TOTAL 25.38 ACRES t BACKFILLED AREA 15.08 ACRES t WEST PARCEL Ports of the NE}NEI.NWINE!.SWtSEt.SEt5Wt,WE}SW}.NEINWt AND SE}NWl,and ollof the SEINE}, SW}NEI. NE15E1. SE}SEt. and WWI SE: of Section 18, AND Port of the WINE} Section 19. Township 2 North. Range 67 West. 6th P.M Weld County. Colorado soc 7. 48 PHASE 1 TOTAL 80.51 ACRES I APPROXIMATE RESERVOIR AREA. 64.31 ACRES s \ -- r i r MEK 25007F PHAS'E 3 TOTAL 73.98 A RES S ROXIMATE RESERVOIR EA. 59.04 ACRES ± Inas c WEST AREA DRAINAGE PLAN 4 4 t A - RT/EVANS 1530; PAGE 1 OF 2 Pan et ENVIRONMENT, /1VC. nal lW not RAGSDALE RESERVOIRS DEVELOPED WATER STORAGE FACILITY REVISIONS: DATE: 0PRGIN AL PERMIT L.G. Everist, Inc. 7321 East 88th Avenue I IIenderson. Colorado 80640 phone: (303) 287-4656 I fax: (303) 289-1348 3 r OI 0 O 10 QD N 0 0 0 200 400 31800000 1 r 4. 4/ 4/ / 4/ 800 tI 4/ 4/ las SCALE 1"=400' I 1 `V 0MER. Ksn McGee Cannon (rand 7-18 Shut In ERTICAL (USED FOR BONDING CALCULATIONS) AM MI • cV darneser tot 44,--r ♦• • 1 1 • 0 • • • • • • • • • • Drainage Notes 1. All surface drainage around the Plant Site and Stockpile Area is directed Inward and then to a central point near the plant where Is it returned to the system. 2. All surface drainage In the freshwater 8 settling pond areas are directed into the ponds and returned to the system. Pei e f the PM 5E 1. Sete 7, ad of .l iNa SW, at Sat -No O. Pinta th. NEIN+EI.vrw I nil,swlsel.sE/swl,WNW' .NE4ivw4.APOSeiMw1.GM al of No WINE I.SWiNE}.Pe4SN. SE4SEl.aedNW$stj.1 Sullen a. al rare of IS NWINE4 Sean 19. rat rdhlp t Nee*. Amp 66 Ws" 61k ISM Watt Caarh. C.Ierad. : CONCRETE 3t ASPHALT RECYCLING 36 ACRES O Ft OR & SCREENED TOP SOIL 5.2 ACRES •.s • 311 to Iv . • • • • 60.4 • • • ma 4 1 1 stri ppay me APPLICATION FOR A 112 PERMIT RAGSDALE RESERVOIRS I O Ft. FRESH WATER CELL MACS MOM SETTLING -en - PONDS CELL TAP * Ft: I 1I• 1.4 A II 't I 1 !,YI II l y, 11 I if i II I xI II 1 sr— *ea- 4:124 I Re el I GOLF AND SPORT 48 ACRES 1 EXTRA STOCKPILES, TOP SOIL & OH 148ACRES kank I 1 4 1 I,YI 4 1 K ICHAEL BANGERT & ;1/415ilt )I A MA1. 4 7/lrll ^n/t IC /1 PLANT SITE DRAINAGE PLAN L.G. Everist, Inc. 732 I East 88th Avenue I Henderson, Colorado 80640 phone: (303) 257-4656 I rat (303) 289-1348 x fir►Ifs 1019- t*31:N HILLTOP RESOURCE SOLUTIONS LLC mike.refer69@gmail.com MEMORANDUM TO: FROM: DATE: SUBJECT: Melissa J. King, P.E., Weld County Public Works Michael C. Refer, Princip November 18.2020 USR20-0030 Cannon Land Company (Ragsdale Reservoirs) East mining access Weld County Road 22 L. G. Everist, Inc. (Everist) is the applicant and operator for the proposed sand & gravel site for the above reference permit. Hilltop Resource Solutions LLC (Hilltop) is a consultant working on behalf of Everist to address the County requirements regarding certain traffic impacts to Weld County Road 22 as the result of additional traffic movements for the future sand & gravel plant site located east of US 85. A previous traffic impact study (TIS) prepared by Delich Associates has been completed for the initial mining operations west of US 85 near WCR 20. An addendum to the TIS is attached that addresses "Public Works Completeness Review Traffic Impact Analysis" regarding the future "East" operations. In addition to the TIS Addendum, Steve O'Brian with Environment -Inc has prepared certain exhibits that address the following issues set forth in your October 6, 2020 memorandum to Kim Ogle, Planning Services: 1. Note #1: The operator, L. G. Everist, Inc. will obtain an access permit onto County Road 22 for a location west of the Platteville Ditch prior to construction of the future operations east of US 85. 2. Minimum Spacing Criteria - Per Table 1 for Arterial - distance between access points — Access points must be a minimum 660 feet from the closest access. The Pacheco driveway and the O&G driveways are the nearest, existing accesses. Everist is proposing to close the O&G access west of the Platteville Ditch in Phase 4B and share a access. Moving the O&G access 160 ft. west of its current location and combining the two access points ensures that there shall be no net increase in the number of accesses to a public road. The location of the combined access will be approximately 910 feet west of the Pacheco driveway or 250 ft west of the centerline of the ditch to the centerline of the access road. 3. Refer to Exhibit A — Location Map, East Access and Exhibit B — Access Detail a. Existing ROW line 30 ft either side of section line (Note: Existing road is not centered on the Section line) b New ROW line added - total width 140 ft or 70ft. each side of Section line). This will easily accommodate future accel/decel lanes west of the access, if necessary. i HILLTOP RESOURCE SOLUTIONS LLC mike.refer69@gmail.com c Access road width 30 ft. d Turning radius's 65 ft. e. Length of paved area 100 ft (With cattle guards tracking control) or alternative 300 ft paved area (Without cattle guards) f. Two (2) cattle guards constructed south of paved area (Tracking control) g. Gate will be located at least 35 ft. from roadway, south of the 70 ft ROW line which is 45 ft. 4 Note #2 The operator, Evenst will obtain a Right -of -Way Use Permit prior to construction 5 Note #3 The approved access and tracking control will be constructed prior to on -site construction 6 Note #4. If more than one (1) acre is to be disturbed for construction outside of the gravel mining area, a Weld County grading permit will be obtained. L G Evenst, Inc. understands and commits to executing an "Improvements & Road Maintenance Agreement" with Weld County, Colorado It is estimated that it will take approximately ten (10) years before mining is completed on the west side of US 85 and the mining operations and plant site are relocated to an Eastern Access. It is also understood by the parties that this Eastern Access may not be constructed at this proposed location as Evenst is contemplating three (3) other access options. Discussions with the Colorado Department of Transportation "CDOT) indicate that they will not consider an "Eastern Access" permit onto US 85 until two (2) years before the commencement of the eastern operations. At that time, it is contemplated that revisions to the Improvements & Road Maintenance Agreement most likely will be necessary Therefore, Evenst is requesting that costs associated with this agreement be held to a minimum until such time the unknowns are resolved_ t l eyrr TT! WELD COUNTY set. ( )NLINF NIA l'I'1N G _. _ ".r t IT A ..... .- t tar. .� ....... ,• • s -; 3 skip, 1. Denver'. f X 4 --.... t w 1.-...4,,... om '• ;• ,.., 0 �� .. �• ,•.: `... - ,.. .. - r. `: I. r. ,$A • •-, . f • 4' _► = ., �::. . �'� - �- ." i - _ _ -�. - Legend Parcels Address Highway Label ! .. -.. _ � __ S �• ��,' n • .. • hI • �..� L• �_ '�. - ► . 1. 11rN Yre J County Boundary 1 J.L-M.• ,_ , - .fY y • •+iY• S/I�w►-. 1`I '. w-7s�a...•�♦.,, - - Me -- ' , * 3 / J we • -, r_ _ y. ��1♦•• ajar I ..........r......... 7--•••••••• ♦'I.�•r..1 r•♦ w►... _ •.. �.!�♦w1 _....•4� '.••"4olg 1 1 < < • .� •. is VV 1 k • ♦• , • R • •. • .. a _ ._� ir tel: .':: tl,~ = ' COr it1.1 • jLb ) te a. a~ .. .'.+.-.ti.r.w1 M. _.. -.. Pe ♦• •• iii ' - 1 T • •• •E�st�'rn Access Pacheco Drivit'f , • • 76 . fix - at !!'• I:; .I.t ..' ..: • a •ta ,=� Sri,•+ifr ti• �' f';..,, - •�" • r >TC •:_ :, "�.' _• 1. AS 1 'yi ,^ nn.[.4 x•. �. «.`T.` vn .. n ., r �.. .- • .. It♦•4a..• •r ... -- .0••••••••.n - - • 1rt >t. t '• •Y . _ ''. 1 1 8 870 �.J Notes r ..ri._ .� k... •, .w► .w ♦ i . 3,145.0 0 1,572.50 3,145.0 Feet This map is a user ger'erated static output from an Internet mapping site and s for reference only. Data layers that ap pear y on this map may or may riot be accurate. WGS_1984_ Web_ Mercator_Auxiliary_Sphere current, or otherwise reliable. (cli Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION s Li f/ _ -i tI � N u Di mn . O kIO9Z f • i /l SIM I_ a 9QWfl9 a°uiv - Z Ma 14/ riiiiiiiiiiiiiiillllllllllllllllllllllllIM 31V99 't O E 'r • V G tJOL i i • Lii §9t1 '�3�e � OL- DNVtLN3 Q3AVd .0UI 3N11 NOfl.73S nnaa ssaaaV — S .LIffI13X3 DELICH ASSOCIATES Traffic & Transportation Engineering 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM TO: Mike Refer, Hilltop Resource Solutions LLC Weld County Staff FROM: Matt Delich DATE: November 18, 2020 C' 2- 1.• -7i r - ,_ 1 Arc` I( i s �;�C�� ;` . _ . 1 `'. ;"4 \alk::: lc I. . ' SUBJECT: Cannon Land Gravel Mine on Weld County 22 Traffic Impact Study Traffic Impact Study Addendum (File: 1975ME01) This memorandum provides a traffic impact study for the future gravel mine operation on the south side of Weld County Road 22 (VVCR22), east of US85 in Weld County. Specifically, it addresses the traffic impacts and geometric requirements at the WCR22/Site Access intersection as requested by Weld County staff. The site location is shown on the aerial photograph (Figure 1). The site access to the future gravel mine is 250 feet west of the Platteville Ditch. Weld County Road 22 is classified as an arterial road. It is a paved 2 -lane road posted at 55 mph. Recent (2019) traffic was 2,654 ADT with 40 percent trucks. The 85`h percentile speed was 62 mph. Based upon conventional daily versus peak hour traffic relationships, it is expected that the morning peak hour traffic is 8 percent of the daily traffic and the afternoon peak hour traffic is 10 percent of the daily traffic. The peak hour directional split was determined based upon some recent traffic counts on WCR20 to the south. Figure 2 shows the recent daily and peak hour traffic on WCR22 east of US85_ The proposed gravel mine is expected to be active in approximately 10 years (2030). The life of the mine is dependent upon market conditions. Table 1 shows the daily and peak hour trip generation for the proposed gravel mine. Based upon information provided by the owner/operator, all site traffic will be to/from the west (US85). Figure 3 shows the assignment of the site generated peak hour traffic in vehicles and passenger car equivalents (PCE) [1 truck equals 3 PCE]. Since the proposed gravel mine is not expected to be operational until 2030, the recent peak hour traffic was factored by 2 percent per year. Figure 4 shows the background plus site generated peak hour traffic at the WCR22/Site Access in that year. Based upon the peak hour forecasts shown in Figure 4. an eastbound right -turn deceleration lane will be required at the Site Access. This right -turn lane should be 640 feet long (deceleration length — 600 feet including bay taper at 18.5:1 plus storage length — 40 feet). Weld County Road 22 increases in grade to the east of the Platteville Ditch and is flat to the west_ The required intersection sight distance is 725 feet from the site access_ To the east, the sight distance exceeds 800 feet to a crest vertical curve. To the west, the sight distance exceeds 1500 feet. Therefore, the intersection sight distance is adequate. U)op C!) 2,654 DAILY —4-- 108/172 WCR22 104/93 RECENT DAILY/PEAK HOUR TRAFFIC N AM/PM Figure 2 LU co WCR22 53/40 --� 133/120 AS N --4- AM/PM PCE SITE GENERATED PEAK HOUR TRAFFIC Figure 3 WCR22 129/115 53/40 133/120 YEAR 2030 TOTAL PEAK HOUR TRAFFIC N �-- AM/PM PCE -�- 134/213 c- 0/0 ii Figure 4 ---at-DELICH �� ASSOCIATES TABLE 1 Trip Generation _,y> ur A` iii - - O(1��.,�t cY''y'0j- 'F . ` - S *'h,137,.., r:7o :�';"..',n,P 1i = - -- v.c''ti i 1.>< tvs"i~U.Se'„,.i '� s+� 't iM t"}41i.,...,��'v i v.'4'1. "1''''::+: .s -+.� ,.,r. f_ _'--'sk �-" A ��.�.�r� . J : i'R'Z1-13 T `4,-7- 1,..1 Spy •��}g,1 ' ,- >._.:.^d. ,-,:;773,--;N- d�` �u3 .J.r. _ r gyp: , ".:.,,C iFlour--- ,.r -- ,,,z `. ,,s-. C"r '' i I• - a .. �u -r-y, a �`, hf r� X v .:-,, st :--,, �^ ',lit- i^ 2,.. .., -p.�.T�y'�"� title' _ - r/r►t�`.(xr,"---��-�+P»sre'�7. 3Yut.-4- fl....gtr. ,dater, ^.. , �?'' L✓t-n.d'S :r.. ._ �Ra ^r-:a.T '-Vur.>C�' _ - 3. N/A On-srte Employees 25 EmployeesN/A 50 N/A 13 N/A 0 NIA 0 N/A 9 2N/A Gravel Trucks 50 trucks N/A 1000 N/A 40 N/A 40 N/A 40 N/A 40 Total Trip Generation 1050 53 40 40 40 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs TRAFFIC STUDY Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs TRAFFIC STUDY AND TRAFFIC INFORMATION TRAFFIC STUDY A Traffic Impact Analysis for the Cannon Land Gravel Mine (i.e. Ragsdale Reservoirs) has been completed by Deitch Associates and stamped by a P.E. on 12/12/2019. The study addresses the capacity, geometric, and traffic control requirements at and near the proposed mine site. The traffic study conforms to CDOT and Weld County traffic impact analysis format. A copy of the 40 -page study is attached. The site's traffic will be using a private road which connects directly to US Highway 85 for at least the first 5-10 years of the mining operation, so the applicant is working with CD0T to address any requirements or improvements. Prior to changing the location of the processing plant location and corresponding truck traffic to the east side of the site. the applicant will work with Weld County on traffic and county road requirements. TRAFFIC INFORMATION USR Questionnaire, 1.d., 8.d. 1.d. County roads and bridges to be utilized. along with site entrance/exit points. (Coordinate with County Engineer). The mining operations will start on the west side of the site. When operating on the west side, site traffic would go directly out of the west area's site entrance (in Phase 3) onto a private road and to US Highway 85, then travel north or south. The private road is located on the west side of State Highway 85, and for visual reference, it is on the same alignment as County Road 20. When the mining operations move to the east area, the proposed mine access would be onto either County Road 22 or County Road 20 via a land owner easement. Traffic would be coming from the east area's plant site (in Phase 4A), located south of County Road 22. The traffic would head west to US Highway 85, then go north or south to get the materials to market. As mentioned above, the site traffic would come from either the west area or east area and then head onto US Highway 85, to get materials to market. We estimate that 75-80% of the traffic would head south, and 20-25% would travel north on Highway 85. 8.d. What kind (type, size, weight) of vehicles will access this site and how often? The vehicles that will access the site for the proposed use may include semi -trucks. tandem trucks, delivery vans, and passenger vehicles. When the site is in full operation. we estimate around 500 round -trips daily of material sales from the site. RagRes-WELD-USR-Traffic-Info&Study-Aug2020 CANNON LAND GRAVEL MINE TRAFFIC IMPACT ANALYSIS WELD COUNTY, COLORADO DECEMBER 2019 Prepared for: L. G. Everist, Inc. 7321 E. 88th Avenue, #200 Henderson, CO 80640 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 � ra Project #1975 TABLE OF CONTENTS I. INTRODUCTION 1 II. EXISTING CONDITIONS 2 Land Use 2 Roads 2 Existing Traffic 2 Existing Operation 2 III. PROPOSED DEVELOPMENT 7 Trip Generation 7 Trip Distribution 7 Background Traffic Projections 10 Trip Assignment 10 Signal Warrants 10 Geometry 10 Operation Analysis 17 IV. CONCLUSIONS/RECOMMENDATIONS 19 LIST OF TABLES 1. Current Peak Hour Operation 6 2. Trip Generation 7 3. Short Range (2024) Background Peak Hour Operation 18 4. Long Range (2040) Background Peak Hour Operation 18 5. Short Range (2024) Total Peak Hour Operation 18 6. Long Range (2040) Total Peak Hour Operation 18 an LaDELICH Cannon Land Gravel Mine TIS. December 2019 air i 1 -ASSOCIATES LIST OF FIGURES 1. Site Location 3 2. Existing Geometry 4 3. Recent Peak Hour Traffic 5 4. Site Plan 8 5. Trip Distribution 9 6. Short Range (2024) Background Peak Hour Traffic 11 7. Long Range (2040) Background Peak Hour Traffic 12 8. Site Generated Peak Hour Traffic 13 9. Short Range (2024) Total Peak Hour Traffic 14 10. Long Range (2040) Total Peak Hour Traffic 15 11. Short Range (2024) and Long Range (2040) Geometry 16 APPENDICIES A. Recent Peak Hour Traffic B. Current Peak Hour Operation/Level of Service Descriptions C. Short Range (2024) Background Peak Hour Operation D. Long Range (2040) Background Peak Hour Operation E. Shod Range (2024) Total Peak Hour Operation F. Long Range (2040) Total Peak Hour Operation =.// 1 --DELICH Cannon Land Gravel Mine TIS, December 2019 -71 � -ASSOCIATES I. INTRODUCTION This traffic impact study (TIS) for the Cannon Land Gravel Mine addresses the capacity, geometric, and traffic control requirements at and near the proposed development. The proposed Cannon Land Gravel Mine site is located west of the US85/WCR20 intersection in Weld County, Colorado. This study conforms to the CDOT and Weld County traffic impact analysis format. The scope of this study was discussed with the owner/developer and Tim Bilobran, CDOT- Region 4. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections for the existing conditions, the short range future (2024), and the long range (2040) future; • Analyze signal warrants; • Determine need for auxiliary lanes and lengths; �� L--DELICH Cannon Land Gravel Mine TIS. December 2019 -7 cASSOCIATES Page 1 II. EXISTING CONDITIONS The location of Cannon Land Gravel Mine is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily agricultural (open). There are agricultural uses to the north, south, east. and west of the site. Land adjacent to the site is flat (<3% grade) from a traffic operations perspective. Roads The primary roads near the Cannon Land Gravel Mine site are US85 and WCR20. Figure 2 shows a schematic of the existing geometry at the US85/WCR20 intersection. State Highway 85 (US85) is to the east of (adjacent to) the Cannon Land Gravel Mine. It is a north -south road classified as an Expressway (E -X). Currently, US85 is a four -lane road adjacent to the Cannon Land Gravel Mine site. At the US85/WCR20 intersection, US85 has a southbound left -turn deceleration lane, a southbound through lane, a southbound through/right-turn lane, a northbound left-turn/through lane, and a northbound through/right-turn lane. The US85/WCR20 intersection has stop sign control on WCR20. State Highway 85 has a posted speed limit of 65 mph in this area. Weld County Road 20 is to the east of US85 and the Cannon Land Gravel Mine site. It is an east -west road classified as a rural arterial road. Currently. WCR20 is a gravel road approximately 30 feet wide. The west leg of the US85/WCR20 intersection is a gravel driveway. At the US85/WCR20 intersection, WCR20 has all eastbound and westbound movements combined into single lanes. There is no posted speed limit on Weld County Road 20 in this area. Existing Traffic Recent peak hour traffic counts at the US85/WCR20 intersection are shown in Figure 3. Raw traffic data is provided in Appendix A. The traffic data for the US85/WCR20 intersection was collected in October 2019. Existing Operation The US8585/WCR20 intersection was evaluated using techniques provided in the Highway Capacity Manual, 6th Edition (2016HCM). Using the recent peak hour traffic shown in Figure 3, the current peak hour operation is shown in Table 1. Calculation forms LaDELICH Cannon Land Gravel Mine TIS. December 2019 -7 g -'ASSOCIATES Page 2 SCALE: 1"=3000' SITE LOCATION Figure 1 --// LDELICH —7 at rsASSOCIATES Cannon Land Gravel Mine TIS, December 2019 Page 3 N AS - - Denotes Lane EXISTING INTERSECTION GEOMETRY Figure 2 -�� L-DELICH -71 CASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 4 N Driveway N N O O CD 1 1/0 i 0/0 0/0 co Co D O O N N r O CD CD WCR20 AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 -n i-DELICH CASSOCIATES Cannon Land Gravel Mine TIS, December 2019 Page 5 are provided in Appendix B. A description of level of service for unsignalized intersections from the Highway Capacity Manual, 6th Edition is provided in Appendix B. During traffic counting, it was observed that almost all of the minor road left turns executed this maneuver in a two-step manner. This can be accomplished since the median area is 31 feet wide. This is wide enough that a passenger car or pick-up truck can find refuge in the median area. Therefore, the operational analyses were conducted in this way. Current TABLE Peak Hour 1 Operation Intersection Movement Level of Service AM PM US85/WCR20 (stop sign) EB LT/T/RT C A B D WB LT/T/RT NB LT/T A A A B SB LT OVERALL A A an LaDELICH Cannon Land Gravel Mine TIS. December 2019 —7 i -ASSOClATES Page 6 III. PROPOSED DEVELOPMENT Cannon Land Gravel Mine is a proposed gravel mine. While the on -site mining plan will move within the property in various years, the day-to-day operation and the access location will not change. The site will have an access to US85 via the driveway, o n the west side of the US85/WCR20 intersection. Figure 4 shows the site plan of Cannon Land Gravel Mine. The short range analysis (Year 2024) includes full development of proposed mine and an appropriate increase in background traffic, due to normal growth and other known developments in the area. The life of the mine is dependent on market conditions. The mining may be completed by the year 2030. However, since the long range analysis future is typically 20 years, the year 2040 was u sed. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip Generation; 10th Edition, ITE is the customary reference to develop the trip generation. However, this land use is not contained in this reference. Therefore, information provided by the Cannon Land Gravel Mine was deemed to be more appropriate for truck traffic. In addition to the truck traffic, there will be 25 employees at the site. The hours of operation will be 6:00 am to 7:00 pm o r during the daylight hours depending on the time of year. Table 2 shows the trip generation for the Cannon Land Gravel Mine on a daily and peak hour basis. The trip generation of the future Cannon Land Gravel Mine resulted in 1,050 daily trip ends, 93 morning peak hour trip ends and 89 afternoon peak hour trip ends. Trip TABLE Generation 2 Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out East and West Site Accesses On -site Employees 25 Employees N/A 50 N/A 13 N/A 0 N/A 0 N/A 9 Trucks 500 trucks N/A 1000 N/A 40 N/A 40 N/A 40 N/A 40 Total 1050 53 40 40 49 Trip Distribution According to Cannon Land Gravel Mine, 90 percent of deliveries will be to the south. Empty trucks will return to the site from the south. Figure 5 shows the trip distribution used for Cannon Land Gravel Mine. —J��—DELICH 1 —ASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 7 SCALE: 1"=3000' TRIP DISTRIBUTION Figure 5 �/ �-DELICH v CASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 9 Background Traffic Projections Figures 6 and 7 show the respective short range (2024) and long range (2040) background peak hour traffic at the key intersections. Background traffic projections for the short range and long range future horizons were obtained by using the CDOT 20 - year factor. Traffic volumes were increased at a rate of approximately 2.6 percent per year. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the road system. The assigned trips are the resultant of the trip distribution process. The site generated trip assignment for Cannon Land Gravel Mine is shown in Figure 8. The site generated trip assignment is also shown using passenger car equivalents. The site generated traffic was combined with the background (non -site) traffic to determine the total forecasted traffic for the study area. Figures 9 and 10 show the respective short range (2024) and long range (2040) total peak hour traffic at the US85/WCR20 intersection. Signal Warrants Based on the US85 Access Control Plan a signal will not be installed at this location. Geometry The short range (2024) and long range (204) geometry is shown in Figure 11. To determine the required auxiliary lanes, State Highway 85 is an Expressway (E -X), using passenger car equivalents (1 Truck equals 3 passenger cars) as shown in the figures, and the State Highway Access Code (SHAG). Based on the SHAC and a posted speed of 65 mph, a left -turn deceleration lane is required at an intersection with a projected average daily ingress turning volume greater than 10 vehicles per day. a right -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume greater than 10 vph, a right -turn acceleration lane is required at an intersection with a projected peak egress turning volume greater than 10 vph, and a left - turn acceleration lane is required if it would be a benefit to the safety and operation of the roadway. The following applies to the US85/WCR20 intersection using Figure 10. Based o n the northbound left -turn volume, a left -turn deceleration lane is required. The n orthbound left -turn deceleration lane needs to be 1200 feet (800 feet of deceleration, 100 of storage. and 300 feet of taper. Based on the southbound right -turn volume. a right -turn deceleration lane is required. The southbound right -turn deceleration lane n eeds to be 1100 feet (800 feet of deceleration and 300 feet of taper. Based on the — ' i—DELICH Cannon Land Gravel Mine TIS. December 2019 ,-ASSOCIATES Page 10 N AM/PM co Driveway 1015/1023 N L'1/4 1/0 0/0 0/0 \\ NPN O O 16/17 0/0 9/23 N CO r CO N- CO r WCR20 SHORT RANGE (2024) BACKGROUND PEAK HOUR TRAFFIC Figure 6 -1/ 1-DELICH en CASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 11 N AM/PM Rounded to Nearest 5 Vehicles co D Driveway O O 0/0 � 0/0 0/0 i O O 20/25 0/0 15/35 O O LC) N O CO O WCR20 LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 7 -1/ 1-DELICH -71 cASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 12 N AM/PM Trucks Cars Passenger Car Equivalents co c 12/13 0/1 4/4 108/116 0/8 36/36 CD co O N CO O O N WCR20 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 -/n-DELICH CASSOCIATES Cannon Land Gravel Mine TIS, December 2019 Page 13 N !-- AM/PM PASSENGER CAR EQUIVALENTS Driveway 13/13 108/116 CO r - CU co r N O r- N 5/5 0/0 36/44 Lin co D 16/17 � 0/0 9/23 O CO CO O N WCR20 SHORT RANGE (2024) TOTAL PEAK HOUR TRAFFIC Figure 9 �/�DELICH � / (-ASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 14 N �- AM/PM PASSENGER CAR EQUIVALENTS LU Driveway 1420/1435 15/15 5/5 0/0 110/115 35/45 C LU co U) D 20/25 0/0 15/35 LO O O CO LC) N o L C CO C C N WCR20 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 10 ---aLraDELICH -71 CASSOCIATES Cannon Land Gravel Mine TIS, December 2019 Page 15 - Denotes Lane - Denotes New Lane SHORT RANGE (2024) AND LONG RANGE (2040) INTERSECTION GEOMETRY Figure 11 sa LDELICH av / /—ASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 16 e astbound left -turn volume, a left -turn acceleration lane is required. The northbound left -turn acceleration lane needs to be 1680 feet (1380 feet of acceleration and 300 feet of taper. Based on the eastbound right -turn volume, a right -turn acceleration lane is required. The southbound right -turn acceleration lane needs to be 1680 feet (1380 feet of acceleration and 300 feet of taper Operation Analysis Operation analyses were performed at the US85/WCR20 intersection. The o peration analyses were conducted for the short range analysis, reflecting a year 2024 condition. The long range analysis reflects a year 2040 condition. Since a northbound left -turn acceleration lane is recommended, this movement was analyzed as a two-step maneuver. Using the traffic volumes shown in Figure 6 and the existing geometry, the US85/WCR20 intersection operates in the short range (2024) background peak hour as indicated in Table 3. Calculation forms for these analyses are provided in Appendix C. At the US85/WCR20 intersection, the calculated delay for the westbound approach was commensurate with level of service E in the afternoon peak hour. This level of service is considered to be normal during the peak hours at stop sign controlled intersections along state highways. Using the traffic volumes shown in Figure 7 and the existing geometry, the US85/WCR20 intersection operates in the long range (2040) background peak hour as indicated in Table 4. Calculation forms for these analyses are provided in Appendix D. At the US85/WCR20 intersection, the calculated delay for the westbound approach was commensurate with level of service F in the afternoon peak hour. This level of service is considered to be normal during the peak hours at stop sign controlled intersections along state highways. Using the traffic volumes shown in Figure 9, the US85/WCR20 intersection o perates in the short range (2024) total peak hour as indicated in Table 5 with the required/recommended geometry. Calculation forms for these analyses are provided in Appendix E. At the US85/WCR20 intersection, the calculated delay for the westbound approach was commensurate with level of service F in the afternoon peak hour. This level of service is considered to be normal during the peak hours at stop sign controlled intersections along state highways. Using the traffic volumes shown in Figure 10, the US85/WCR20 intersection o perates in the long range (2040) total peak hour as indicated in Table 6. Calculation forms for these analyses are provided in Appendix F. At the US85/WCR20 intersection, the calculated delay for the eastbound and westbound approaches was commensurate with level of service F and E, respectively. in the morning peak hour. At the US85/WCR20 intersection. the calculated delay for the eastbound approach. westbound approach, and northbound left -turn was commensurate with level of service E, F, and E, respectively, in the afternoon peak hour. This level of service is considered to be n ormal during the peak hours at stop sign controlled intersections along state highways. SDELICH Cannon Land Gravel Mine TIS December 2019 / 1A55OC1ATE5 Page 17 Short Range (2024) TABLE Background 3 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR20 (stop sign) D A EB LT/T/RT WB LT/T/RT C E (40.3 secs) _ A A NB LT/T S B LT A B OVERALL A A Long Range (2040) TABLE Background 4 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR20 (stop sign) EB LT/T/RT A A WB LT/T/RT C F (229.9 secs) NB LT/T A A S B LT B C OVERALL A A Short Range TABLE (2024) Total 5 Peak Hour Operation Intersection I Movement Level of Service AM PM US85/WCR20 (stop sign) EB LT/T/RT D C WB LT/T/RT C F (61.5 secs) NB LT C C S B LT A B OVERALL A A Long Range TABLE (2040) Total 6 Peak Hour Operation Intersection Movement Level of Service AM PM US85/WCR20 (stop sign) EB LT/T/RT F (54.8 secs) E (48.3 secs) E (37.8 secs) F (446.7 secs) WB LT/T/RT D E (36.9 secs) NB LT SB LT B C OVERALL A A -taLDELICH 4-7 c -ASSOCIATES Cannon Land Gravel Mine TIS. December 2019 Page 18 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of Cannon Land Gravel Mine development on the short range and long range road system in the vicinity of the proposed development. Cannon Land Gravel Mine is a proposed gravel mine in Weld County. It is located on WCR20, west of the US85 in Weld County, Colorado. As a result of this analysis. the following is concluded: • The development of Cannon Land Gravel Mine is feasible from a traffic engineering standpoint. In the future, the additional trip generated by the proposed Cannon Land Gravel Mine will generate approximately in 1050 daily trip ends, 93 morning peak hour trip ends, and 89 afternoon peak hour trip ends. • Currently, at the US85/WCR20 intersection, the calculated delay for the eastbound approach was commensurate with level of service C and A in the respective morning and afternoon peak hours and the westbound approach was commensurate with level of service B and D in the respectively morning and afternoon peak hours. . • In the short range (2024) future, given the increase of traffic for Cannon Land Gravel Mine and an increase in background traffic, the US85/WCR20 intersection will operate as shown in Table 5. At the US85/WCR20 intersection, the calculated delay for the westbound approach was commensurate with level of service F in the afternoon peak hour. This level of service is considered to be normal during the peak hours at stop sign controlled intersections along state highways. • In the long range (2040) future. given the increase of traffic for Cannon Land Gravel Mine and an increase in background traffic, the US85/WCR20 intersection will operate as shown in Table 6. At the US85/WCR20 intersection, the calculated delay for the eastbound and westbound approaches was commensurate with level of service F and E, respectively, in the morning peak hour. At the US85/WCR20 intersection, the calculated delay for the eastbound approach, westbound approach, and northbound left -turn was commensurate with level of service E, F, and E, respectively, in the afternoon peak hour. This level of service is considered to be normal during the peak hours at stop sign controlled intersections along state highways. • The short range (2024) and long range (2040) geometry is shown in Figure 11. A northbound left -turn deceleration lane, a southbound right -turn deceleration lane, a northbound left -turn acceleration lane, and a southbound right -turn acceleration lane are required. aDELICH Cannon Land Gravel Mine TIS. December 2019 sir ASSOCIATES Page 19 R = nght tum S = straight L= left turn DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date 10/1/2019 Day Tuesday Observer Vickie Jurisdiction Weld County Intersection US85/WCR20 Time Begins Northbound US85 Southbound US85 Total north/south Eastbound WCR20 Westbound WCR20 Total easUwest Total All L S R Total L S R Total L S R Total L S R Total 715 0 169 2 ,1n�';' �'', i;yLy 11,i�ac?ysy,≥ 2 220 0 ,', ntn•.y, ;.,',•e;'22r', r,.,,, 393 0 0 0 V„Q n,d,`•, ; , s, ,,y,0?,Yl'd+3d,, 0 0 1 „,y,,, ,.,,,t �,,1`; :';;4; y+tin�,r'. 1 ".""+'1394.,"s�, r„+ ",, �,,, ,, 7 30 0 200 4 'a;t 1'r;'20455;'V;'@ 2 237 0 ',''e,a239!'','+; 443 1 0 0 '15,,;' 1a!'ds'd'ti;;! 2 0 3''1,? !a'r'+15' 4s!';la; 6 4t;as',1449:'.!'';` 7 45 0 138 0 :X2';' ,1;133k:r..;ai 5 232 0 ;::i, ;R;'423:7~ , c;',l 375 0 0 0 • v',d ,,ti' d1,:;.',::v; tic •, r 9 , ,, 800 0 154 4 gstiti'1+ '1y,'s, 1585',+1•, 2 225 0 ;ti';;`tl'22Ti'';�'�� , k, �i'•, 385 0 0 0 r'q;ti�ti t)';;�ti^s+`' • 1144 3 0 4 %" ,y2i,,yS''1 4";li;, da' ��' 7 ,,'•;:+,392, ,,•'; .he;�, ,' 8 15 0 143 2 ilr,'eSV sl ;,,,,�,•s:,7d�,ri>,1+� 2 172 0 �',',r 'R'l,h ,,a,il,�s'��4"+,ti3nc,•, 319 0 0 0 , ,'y," i, , ei1„ d, d�,l'y,l�,0.'",•y,y',t;,r 3 0 1 '+' 4„:, , , ;,,gu1 �,',l,nlM1la�,;'�;'iti 4 ?, M.: 4,,W 4 �+,'a+'as323n�:y,a,i, 11§1;:40,,315:,:: ' ti 8 30 0 143 3 ''"�'i:S y'r 44' ,ky ;i146y;,Z;y �, 0 167 0 ::y+',i t:Si ; ; '';'; '•,'.,+167 a , „ 313 0 0 0 ;,1h;•,y;',r, '',y;,i !'i �, . ,y 0;,•, i � 1 0 1 ,', q , ,, ,,'„ , �y,'�;'•+i', 2'a';'ti;i'4 2 715815 PHF 'i.;0.•;' nla ;',6614' 0 83 0 63 671 0 82 0 55 ;1914l, 0 96 nti+0E;• nla 925 0 97 1596 0 25 n/a n/a 1 0 25 0 67 n/a 0 58 22 061 23 09 415 0 257 1 ;+;�, , 8i,,v: , 'ti�'%� .i 2 221 0 lrs,'i;;.;, ,,\I,+i ,,s,`2 3; k';�,; 481 0 0 0 ,,,; s4;"'lilo,.,, ,;��,�ei';ti ",,yy'i,;: 4 0 4 '„1,1;l t, ,,,, 1'i,h,hl,AB,b�:',\',y;�:R;ii', 8 ""',„� i'469,4,,1,,, 4 30 0 280 1 •o !,q'r'2814 6�a„" +''� �„ � '. 2 244 0 i''i ?s!y'246;,,�'i'i,!' ' ; 527 0 0 0 4 �a' N , ;,;y';dyyn b 0 2 0 4 s,,lti'''y4'; y'ylyf'+''1 ,' fi• � � 6 ;;";+!';> ti';':;'! 533 4 45 0 337 8,!'`,i',,;;`,09'48:11.+,:.4, �y 1 204 0 c;'! 1, iti'; 205 ',' `, y:�,:',1' 550 0 0 0 ';`t' ' �b, ti' !:"' ; �, lti':'.. ', ,, :'; �' 2 0 7 :,'5',!";,;"0''�', �' ' ks,,,. \ 9 659 't„", 41,3:4,1' +{�4 ali' 5 00 0 358 2 '1,1',8S,;360:"; �I'iti' + ' 2 227 0 i'i?:4�,;;'r2P9 't;';,yfi � 589 0 0 0 a,';, +q-so,v,isy;'r ' 4 i4 ! 11 0 2 �ti;';+;''':V, '' ;, sti'; .. ' 13��, i 13 ,:�,1',l',, ti;'til'; ' 60Z''' 515 0 279 1 O,,�, �' 28Q,++ , yo 'yIN ,AI,V; 1 247 1 i,;lit 49 1;1, y.. �! � ;i ,k," 529 0 0 0 K1, y! Os °a;,a ,,i' fy's iti, Y4, ,+i 6 0 2 J yq WN;. ;'n 4, sfipiiS; ;� 8 N ; 3q7,1,$ ;;, ii;l' '�N �SY" 5 30 0 271 3 �'i !, !i 44y „ r'�' � 1,7d. ; �s, k, 3 245 0 1:;:`;',;0'2'4814::.4:°;;;'4 522 0 0 0 ,,•t y's �,3••i,•p" ;, ,;'ti;•'ti�0.,,i',,.y';s' 2 0 2 �,' {''•'• t,y 1' �+'� ,;,' k,,y� is , ,4:' 1 y+ ti iy iy'526d4; v; 430530 ,'4254' `d'124, 1266 1'922!' 929 2195 0 31 5!v 36 36 PHF n/a 0 88 0 38 0 88 0 75 0 93 0 25 0 93 nla n/a n/a n/a 0 48 n/a 054 0 69 0 93 HCM 6th TWSC 3: US85 & WCR20 Recent AM Intersection Int Delay. s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol. veh/h 1 0 Future Vol, veh/h 1 0 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized Storage Length Veh in Median Storage, # - 1 Grade, % - 0 Peak Hour Factor 90 90 Heavy Vehicles, % 2 2 Mvmt Flow 1 0 Ma or/Minor Minor2 4 0 0 0 Stop None 8 8 0 Stop 90 90 2 2 0 9 4 0 0 0 Stop 1 0 90 90 2 2 0 16 14 14 0 Stop None 0 0 0 Free Minor1 Ma 41 661 10 661 10 0 0 Free Free None 0 - 0 90 90 2 2 0 734 or1 11 914 0 11 914 0 0 0 0 Free Free Free - - None - 250 0 0 90 90 90 90 2 2 2 2 11 12 1016 0 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1407 1040 367 7.54 6.54 6.54 3.52 99 246 625 96 193 246 609 Approach EB 1785 1040 745 6.54 5.54 5.54 4.02 81 306 419 80 194 302 419 508 1272 - 740 532 6.94 7.54 6.54 - 6.54 3.32 3.52 510 125 375 - 499 510 1780 373 1016 740 '1040 6.54 6.94 4.14 5.54 5.54 4.02 3.32 2.22 81 624 678 421 306 124 80 624 678 249 196 375 421 492 302 WB NB 0 0 745 0 0 - 4.14 - 859 SB HCM Control Delay. s 23.8 HCM LOS C Minor Lane/Ma;or Mvmt 14.5 0 B NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 678 HCM Lane V/C Ratio HCM Control Delay (s) 0 HCM Lane LOS A HCM 95th %tile Q(veh) 0 - 193 403 859 - 0.006 0.061 0.014 - 23.8 14.5 9.3 C B A 0 0.2 0 Baseline Synchro 10 Light Report Page 1 4 HCM 6th TWSC 3: US85 & WCR2O Recent PM Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol. veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage. # Grade. % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 0 0 0 Stop 49 0 0 0 Stop 1 - 0 - 0 - 93 93 93 93 93 93 2 2 2 2 2 2 0 0 0 23 0 16 0 0 0 0 Stop Stop None - 449 4T+ 21 0 15 0 1254 12 6 21 0 15 0 1254 12 6 0 0 0 0 0 0 Stop Stop Free Free Free Free None - - None - Major/Minor Minor2 1 Minor/ Ma - 0 - 0 93 93 2 2 0 1348 or1 - 250 93 2 13 ft+ 922 922 0 Free - 0 - 0 93 93 2 2 6 991 Ma or2 1 1 0 Free None 93 2 1 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1678 1004 674 7.54 6.54 6.54 3.52 62 259 410 59 167 259 393 Approach EB 2365 496 1863 2359 681 992 0 0 1361 1004 - 1355 1355 1361 508 1004 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 5.54 6.54 5.54 5.54 - 6.54 5.54 4.02 3.32 3.52 4.02 3.32 2.22 35 519 45 35 393 693 318 157 216 - - 215 516 318 - - 35 519 130 314 215 45 35 393 693 123 132 157 216 510 314 WB NB - 501 SB 0 0 HCM Control Delay, s 0 HCM LOS Minor Lane/Ma:or Mvmt 31.9 0 A D NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 693 - - - 172 501 HCM Lane V/C Ratio - 0.225 0.013 HCM Control Delay (s) 0 - - 0 31.9 12.3 HCM Lane LOS A A D B HCM 95th %tile Q(veh) 0 - - - 0.8 0 12/02/2019 Baseline Synchro 10 Light Report Page 1 5 UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay sec/veh A <10 B >10and <15 C >15and <25 D >25and<35 E >35and <50 F > 50 6 HCM 6th TWSC 3: US85 & WCR2O Short Background AM Intersection Int Delay, s/veh Movement 0.3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol. veh/h Future Vol. veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 1 0 1 0 0 0 Stop Stop 1 0 90 90 2 2 1 0 Major/Minor Minor2 0 0 0 Stop None 9 9 0 Stop 90 90 2 2 0 10 4 0 0 0 Stop 16 0 16 0 0 0 Stop Free None 1 - 0 - 90 90 2 2 0 18 Minor/ Ma 414 19 ft+ 734 11 12 1015 0 734 11 12 1015 0 0 0 0 0 0 Free Free Free Free Free - None - None - 0 - 0 90 90 2 2 0 816 or1 90 2 12 - 250 - 0 - 0 90 90 90 2 2 2 13 1128 0 Ma or2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1562 1154 408 7.54 6.54 6.54 3.52 76 210 591 73 164 210 573 Approach EB 1982 1154 828 6.54 5.54 5.54 4.02 61 270 384 60 168 266 384 564 1412 822 590 6.94 7.54 6.54 6.54 3.32 3.52 469 98 334 - 461 469 97 218 334 453 1976 414 1128 822 1154 6.54 6.94 4.14 5.54 5.54 4.02 3.32 2.22 61 587 615 386 - - 270 - - 60 587 615 170 386 266 WB NB 0 0 828 0 0 - 4.14 - 799 SB HCM Control Delay. s 27.1 HCM LOS D Minor Lane/Major Mvmt NBL 15.7 C 0 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 615 HCM Lane V/C Ratio HCM Control Delay (s) 0 HCM Lane LOS A HCM 95th %tile Q(veh) 0 - 164 365 799 - 0.007 0.076 0.017 - 27.1 15.7 9.6 - D C A 0 0.2 0.1 12/02/2019 Baseline Synchro 10 Light Report Page 1 8 HCM 6th TWSC 3: US85 & WCR20 Short Background PM Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* Traffic Vol. veh/h 0 0 Future Vol. veh/h 0 0 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized Storage Length Veh in Median Storage, # - 1 Grade, % - 0 Peak Hour Factor 93 93 Heavy Vehicles, % 2 2 Mvmt Flow 0 0 Ma or/Minor Minor2 0 0 0 Stop None 44 414 tio* 23 0 17 0 1392 13 7 1023 23 0 17 0 1392 13 7 1023 0 0 0 0 0 0 0 0 Stop Stop Stop Free Free Free Free Free - - None - - None - - 93 93 2 2 0 25 Minor1 1 0 93 2 0 93 2 18 Ma or1 f 0 - 0 93 93 2 2 0 1497 93 2 14 - 250 - - 0 - 0 93 93 93 2 2 2 8 1100 1 1 1 0 Free None Ma or2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 Approach 1866 1117 749 7.54 6.54 6.54 3.52 45 221 370 2628 1117 1511 6.54 5.54 5.54 4.02 23 281 181 42 23 141 107 221 276 351 181 EB 6.94 3.32 551 2070 1504 566 7.54 6.54 6.54 3.52 478 31 - 127 476 2621 756 1101 0 0 1511 0 0 1504 1117 6.54 6.94 4.14 - 4.14 5.54 5.54 4.02 3.32 2.22 24 351 630 183 281 478 31 24 351 630 100 111 127 183 467 276 WB NB - 439 SB MEN HCM Control Delay, s HCM LOS Minor Lane/Ma.or Mvmt 0 A 40.3 E 0 NBL NBT NBREBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 630 0 A 0 - 144 439 - 0.299 0.017 0 40.3 13.3 A E B - 1.2 0.1 12/02/2019 Baseline Synchro 10 Light Report Page 1 9 HCM 6th TWSC 3: US85 & WCR20 Long Background AM Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 Future Vol. veh/h 0 0 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor 90 Heavy Vehicles, % 2 Mvmt Flow 0 Ma or/Minor Minor2 4 1 0 90 90 2 2 0 0 0 0 0 Stop None 15 15 0 Stop 4+ 0 20 0 0 20 0 0 0 0 Stop Stop Free None - 1 - 0 90 90 2 2 17 0 Minor/ 90 2 22 41 1030 1030 0 Free 0 - 0 90 90 2 2 0 1144 Major1 15 15 0 Free None 441+ 15 1420 15 1420 0 0 Free Free - 250 90 2 17 - 0 - 0 90 90 90 2 2 2 17 1578 0 0 0 0 Free None Major2 Conflicting Flow AM Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 2184 1612 572 7.54 6.54 6.54 3.52 26 109 472 24 86 109 449 Approach EB 2773 1612 1161 6.54 5.54 5.54 4.02 19 162 268 18 96 157 268 789 1976 1153 - 823 6.94 7.54 6.54 6.54 3.32 3.52 333 37 210 334 333 36 132 210 324 WB 2765 581 1578 0 0 1161 0 0 1153 1612 6.54 6.94 4.14 - 4.14 5.54 5.54 4.02 3.32 2.22 19 457 413 270 162 18 457 413 98 270 157 NB - 597 SB MID HCM Control Delay, s 0 HCM LOS A Minor Lane/Manor Mvmt NBL 24.6 C 0 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 413 HCM Lane V/C Ratio HCM Control Delay (s) 0 HCM Lane LOS A HCM 95th %tile Q(veh) 0 - 222 597 - 0.175 0.028 0 24.6 11.2 A C B - 0.6 0.1 ONO 12/02/2019 Baseline Synchro 10 Light Report Page 1 11 HCM 6th TWSC 3: US85 & WCR20 Long Background PM Intersection Int Delay. s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 Future Vol, veh/h 0 0 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized Storage Length Veh in Median Storage. # - 1 Grade. % - 0 Peak Hour Factor Heavy Vehicles, Mvmt Flow Ma or/Minor • 0 0 0 Stop None 93 93 93 2 2 2 0 0 0 Minor2 35 0 35 0 0 0 Stop Stop 93 2 38 1 0 93 2 0 25 25 0 Stop None 93 2 27 0 0 0 Free 4I 1950 1950 0 Free - 0 - 0 93 93 2 2 0 2097 Minor1 Major1 20 20 0 Free None ft+ 10 1435 10 1435 0 0 Free Free - 250 93 2 22 - 0 - 0 93 93 93 2 2 2 11 1543 0 0 0 0 Free None Ma'or2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 2614 1565 1049 7.54 6.54 6.54 3.52 12 116 243 3684 772 2902 1565 - 2108 2119 794 6.54 6.94 7.54 5.54 6.54 5.54 - 6.54 4.02 3.32 3.52 5 342 - 7 170 52 90 348 3673 1060 1543 2108 1565 6.54 6.94 4.14 5.54 5.54 4.02 3.32 2 22 5 220 426 91 170 10 5 342 - 7 5 220 426 71 51 - 42 55 116 163 - 52 91 213 90 - 333 163 Approach EB WB NB 0 0 2119 0 0 - 4.14 • • - 254 • • SB • • • • HCM Control Delay. s 0 HCM LOS A Minor Lane/Maor Mvmt 229.9 F 0 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 426 HCM Lane V/C Ratio HCM Control Delay (s) 0 HCM Lane LOS A HCM 95th %tile Q(veh) 0 Notes - 63 254 - 1.024 0.042 0 229.9 19.8 A F C 5 0.1 —: Volume exceeds capacity S: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 12/02/2019 Baseline Synchro 10 Light Report Page 1 12 HCM 6th TWSC 3: US85 & WCR2O Short Total AM Intersection Int Delay. s/veh Movement 1.3 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage. # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 5 0 5 0 0 0 Stop Stop 90 80 6 Minor2 2 0 90 90 0 100 0 40 36 9 0 36 9 0 0 0 0 Stop Stop Stop None - - 90 2 10 Minor1 1 0 90 2 0 Stop Free Free None '1 t r 16 48 734 11 12 1015 5 16 48 734 11 12 1015 5 0 0 0 0 0 0 0 Free Free Free Free None - None - 250 - 250 250 90 2 18 Ma 0 - 0 90 90 75 2 53 816 or1 90 2 12 0 - 0 90 90 2 2 13 1128 Major2 90 80 6 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1668 2088 1154 1154 514 934 9.1 6.5 8.1 5.5 8.1 5.5 4.3 4 28 53 115 274 352 347 564 1518 928 - 590 8.9 7.54 6.54 - 6.54 4.3 3.52 285 82 - 288 461 2088 414 1134 0 0 828 0 0 928 1160 6.54 6.94 5.6 - - 4.14 5.54 5.54 4.02 3.32 2.95 52 587 321 345 268 23 44 285 61 43 587 321 87 187 - 155 130 96 270 - 240 288 285 290 - 390 264 Approach EB WB NB MEP - 799 SB inn HCM Control Delay. s 25.2 HCM LOS D Minor Lane/Ma'or Mvmt NBL 18.6 C 1.1 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 321 0.166 18.4 C 0.6 - 223 293 799 - 0.204 0.095 0.017 - 25.2 18.6 9.6 - D C A - 0.7 0.3 0.1 12/02/2019 Baseline Synchro 10 Light Report Page 1 14 HCM 6th TWSC 3: US85 & WCR20 Short Total PM Intersection Int Delay, s/veh Movement 1.8 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Traffic Vol. veh/h 5 0 Future Vol. veh/h 5 0 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized Storage Length Veh in Median Storage, # - 2 Grade. % - 0 Peak Hour Factor 90 90 Heavy Vehicles, °/0 80 0 Mvmt Flow 6 0 Major/Minor Minor2 44 44 0 Stop None 90 82 49 44 +14 23 0 17 36 1392 23 0 17 36 1392 0 0 0 0 0 Stop Stop Stop Free Free - - None 90 2 26 - 250 1 - - 0 0 - - 0 90 90 90 90 2 2 100 2 0 19 40 1547 Minor/ Ma or1 13 13 0 Free None 90 2 14 tt r 7 1023 5 7 1023 5 0 0 0 Free Free Free - - None 250 - 250 - 0 - 0 90 90 90 2 2 100 8 1137 6 Maor2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 2007 2794 1153 1153 854 1641 9.1 6.5 8.1 5.5 8.1 5.5 4.3 4 14 19 115 274 196 160 569 8.54 4.12 308 2219 2793 781 1143 0 0 1561 0 0 1634 1634 585 1159 7.54 6.54 6.94 6.1 - - 4.14 6.54 5.54 - - 6.54 5.54 - - 3.52 4.02 3 32 3.2 -- 24 18 338 258 105 158 - - 464 268 11 16 308 -18 15 338 258 76 108 - 70 83 97 269 - 89 134 156 135 - 383 263 Approach EB WB NB - 419 SB HCM Control Delay. s 24.9 HCM LOS C Minor Lane/Major Mvmt NBL NBT 61.5 0.5 F NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes 258 0.155 21.5 C 0.5 - 235 106 419 - 0.23204190.019 - 24.9 61.5 13.8 - C F B - 0.9 1.8 0.1 —: Volume exceeds capacity S: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 12/02/2019 Baseline Synchro 10 Light Report Page 1 15 HCM 6th TWSC 3: US85 & WCR20 Long Total AM Intersection Int Delay, s/veh Movement 2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage. # Grade. % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop 90 80 6 Minor2 4 0 0 0 Stop 2 0 90 90 0 100 0 39 eis 35 15 0 20 50 1030 15 35 15 0 20 50 1030 15 0 0 0 0 0 0 0 Stop Stop Stop Stop Free Free Free None - - None - - None 90 2 17 1 0 90 2 0 - 250 90 2 22 Minor1 Ma 0 - 0 90 90 75 2 56 1144 or1 tei +44 15 1420 15 1420 0 0 Free Free - 250 90 2 17 0 - 0 90 90 2 2 17 1578 Ma or2 5 5 0 Free None 250 90 80 6 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 2296 2885 1612 1612 684 1273 9.1 6.5 8.1 5.5 8.1 5.5 4.3 4 7 16 50 165 263 241 789 2088 1265 823 8.9 7.54 6.54 6.54 4.3 3.52 184 30 - 179 334 5 11 184 32 102 35 160 174 168 Approach EB 2883 581 1584 1265 1618 6.54 6.94 5.6 5.54 5.54 4.02 3.32 2.95 16 457 185 239 161 18 11 457 185 - 78 62 - 125 167 - 256 156 WB NB 0 0 1161 - 4.14 - 597 SB 0 0 HCM Control Delay, s 54.8 HCM LOS F Minor Lane/Manor Mvmt 37.8 1.5 E NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 185 HCM Lane V/C Ratio 0.3 HCM Control Delay (s) 32.6 HCM Lane LOS D HCM 95th %tile Q(veh) 1.2 Notes - 115 148 597 - 0.386 0.263 0.028 - 54.8 37.8 11.2 - F E B - 1.6 1 0.1 —: Volume exceeds capacity S: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 12/02/2019 Baseline Synchro 10 Light Report Page 1 17 HCM 6th TWSC 3: US85 & WCR20 Long Total PM Intersection Int Delay. s/veh 8.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage. # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 5 5 0 Stop 44 44 0 45 35 0 25 0 45 35 0 25 0 0 0 0 0 Stop Stop Stop Stop Stop None - - None 2 0 ft* 35 1950 35 1950 0 0 Free Free - 250 1 - - 0 0 - - 0 93 93 93 93 93 93 93 93 80 0 82 2 2 2 100 2 5 0 48 38 0 27 38 2097 Major/Minor Minor2 Minor/ Major1 20 20 0 Free None 10 10 0 Free - 250 93 2 22 1435 1435 0 Free 0 - 0 93 93 93 2 2 100 11 1543 5 5 5 0 Free None 250 Major2 Conflicting Flow All 2690 3760 Stage 1 1565 1565 Stage 2 1125 2195 Critical Hdwy 9.1 6.5 Critical Hdwy Stg 1 8.1 5.5 Critical Hdwy Stg 2 8.1 5.5 Follow-up Hdwy 4.3 4 Pot Cap -1 Maneuver 3 4 Stage 1 55 174 Stage 2 121 84 Platoon blocked, Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 772 2978 2184 794 8.54 7.54 6.54 6.54 4.12 3.52 211 - 6 47 - 348 3754 1060 1548 0 0 2119 0 2184 1570 6.54 6.94 6.1 - 4.14 5.54 5.54 4.02 3.32 3.2 4 220 150 83 170 2 3 211 4 3 220 150 32 46 - - 28 39 41 167 - - 35 62 79 63 - 257 163 Approach EB WB NB - 2.22 - 254 - 254 SB 0 HCM Control Delay, s 48.3 HCM LOS E Minor Lane/Ma or Mvmt NBL S 446.7 F 0.6 NBT NBR EBLn1WBLn1 SBL SBT SBR 0.1 Capacity (veh/h) 150 HCM Lane V/C Ratio 0.251 HCM Control Delay (s) 36.9 HCM Lane LOS E HCM 95th %tile Q(veh) 0.9 Notes - 135 44 254 - 0.398 1.466 0.042 - 48.3S 446.7 19.8 - E F C - 1.7 6.4 0.1 —: Volume exceeds capacity S: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 12/02/2019 Baseline Synchro 10 Light Report Page 1 18 Weld County - Department of Planning Services USE BY SPECIAL. REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs DITCH AGREEMENTS Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs DITCH AGREEMENTS OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USE BY SPECIAL REVIEW PERMIT # L G Evenst, Inc has entered into a contract to mine the gravel and construct developed water storage reservoirs with the site's landowner, Cannon Land Company The area being permitted and much of the surrounding areas has historically been used as irrigated and non -irrigated cropland, and vacant land Agricultural uses will continue in areas where mining is not taking place The DRMS-approved mining and reclamation plans detail the mining and reclamation methods that will be used on site There will be mined areas that will be sealed prior to mining and reclaimed as developed water storage reservoirs, and there will be mined areas that will be backfilled and reclaimed as cropland As part of the DRMS permitting process, the applicant has already notified all ROW and Easement Holders within the property, and within 200 -feet of the permit boundaries This list includes all Ditch companies Through the DRMS permit process, the applicant has already committed to operational set -backs as specified in surveyed ROW and easement descriptions The setbacks ensure that full access is maintained for Ditch ROWs, easements, and structures The setbacks also ensure the safety of all Ditch company structures At this time, the applicant will not be affecting any Ditch structures or access, so no Surface Use Agreements are needed The applicant does not have plans to move any ditches, however, in the future, if the applicant proposes to relocate any Ditch structures, the applicant shall contact the appropriate Ditch company prior to any related changes so that the parties can work out the specifics of a Surface Use Agreement RagRes-WELD-USR-DrtchAgmts-Aug2020 docx Weld County - Department of Planning Services USE BY SPECIAL, REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs DUST ABATEMENT PLAN Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everist, Inc Site Name Ragsdale Reservoirs DUST ABATEMENT PLAN OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USR PERMIT # L G Evenst, Inc will be implementing a Dust Abatement Plan for our proposed mining operation at Ragsdale Reservoirs, located at County Road 20, US Highway 85, Fort Lupton, Colorado The Ragsdale Reservoirs site will be operated in compliance with this dust abatement and plan and any subsequent state air permits issued by the Colorado Department of Public Health and Environment, Air Pollution Control Division (CDPHE-APCD) Various air permits will cover dust control for mining operations, haul roads, and sand and gravel processing equipment If a temporary concrete or asphalt batch plant is located on site, it will have an air permit specific to its operations and production levels Dust abatement for the proposed mining operation will include use of a water truck to spray the on -site areas (haul roads, aggregate processing area, etc ) in order to suppress dust A water truck will be used to control dust in circulation areas and material handling/stockpile areas Water sprays are also used in the processing plants to control any dust from material processing Vehicle speeds will be reduced on -site and posted at 15 mph on the access road into the site and 15 mph within the site All loaded trucks will be required to tarp/cover loads when exiting the pit to aid in dust control All haul roads, processing areas, circulation areas, and stockpiles will be inspected on a daily basis to determine if wetting the surfaces is needed If the roads and stockpiles are dry where dust could be generated they will be wetted using a water truck The same areas will be inspected throughout the day to determine if re -wetting the areas is needed If at any time during the day, the mining operations begin to generate dust that is leaving the site, the water truck will be employed to re -wet the area Topsoil and overburden stockpiles shall be compacted and revegetated with native grasses within one year to prevent dust, erosion, and to control weeds Reclamation is concurrent with the mining operation in order to keep the total disturbed areas at any one time to a minimum Completed mining areas that are to be vegetated for final reclamation will be topsoiled and seeded to prevent dust, erosion, and to control weeds Rag Res-WELD-USR-DustAbatePlan-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirement Applicant L G Everest, Inc Site Name Ragsdale Reservoirs FLOODPLAIN HAZARD DEVELOPMENT PERMIT Section includes - Floodplain Permit Application & Attachments - Floodplain Modeling Technical Memo/Report RagRes-WELD-USR-FloodHazDevPmt-Aug2020 title page NA Attached Attached Attached Attached NA NA NA FLOODPLAIN DEVELOPMENT PERMIT (FHDP) PROCEDURAL GUIDE CHECKLIST DEPARTMENT OF PLANNING SERVICES * 1555 N. 17T" AVENUE * GREELEY, CO 80631 www.weldgov.com 970-400-6100 * FAX 970-304-6498 APPLICATION REQUIREMENTS: (Weld County Code Section 23-11-350.C.) Per 44CFR 60.3(a), Floodplain Development Permit applications submitted for review shall include, at a minimum, the following information. Applications containing less than the specified requirements shall not be accepted for review unless the applicant has submitted to, and had approved by, the floodplain administrator written justification as to why a particular requirement does not pertain to the proposed development. The effective date of all Weld County floodplain FIRM maps and Index map is January 20, 2016. Submit one hard copy and one electronic copy of the below documents Attached A completed Floodplain Development Permit application rev 1/2016 (attached). An explanation of how the standards in Chapter 23, Article XI have been or will be met. Also, sign the attached affidavit and keep the Standards for your reference. A floodplain map showing the location of the site. See page 5 of this packet for map requirements. A Certification Form stamped and signed by a registered Colorado professional engineer. Detailed narrative of the project including the floodzone, the Base Flood Elevation, and a list of all the proposed structures. State how the structures will be floodproofed - elevated, anchored, vented, etc. State how the electrical will be floodproofed. Detailed pipeline information including the diameter of the pipe, the product being conveyed, the purpose of the pipeline, the floodzone the pipeline crosses through, the depth that the pipeline will be below grade, if applicable. State if the pipeline is adjacent to or perpendicular to the water way. For all oil and gas tank batteries the applicant must state that there will be no steel rings placed in the floodplain and that no steel rings will surround oil and gas storage vessels. If applicable, a certificate from a registered professional engineer licensed in the State that the non-residential floodproofed structure shall meet the floodproofing criteria listed in the Weld County Code Chapter 23 Article Xl. NA If applicable, a pre -construction elevation certificate shall be submitted with the Floodplain Development Permit application. A during construction elevation certificate as well as an as - built elevation certification will be required prior to receiving a certificate of occupancy or final building permit approval for the structure. The elevation certifications shall be submitted on the most current FEMA Elevation Certificate (expiration of 2018). For houses and habitable structures, an elevation drawing delineated with the appropriate architectural scale, which clearly depicts the elevation of the inner/outer grade, height of the crawlspace, and lowest floor of the proposed and existing structures in relation to the Base Flood Elevation. The lowest floor (first habitable level) of the building must be one foot above the Base Flood Elevation. Attached Deed FLOODPLAIN DEVELOPMENT PERMIT Updated March 2018 Attached Attached Attached NA NA Attached Authorization Agent form completed by the property owner, executed easement document, or executed right-of-way document. Electronic copies of hydrologic and hydraulic computer models (i.e. HEC-RAS). Electronic copies. Submit the entire all paperwork on a jumpdrive, via FTP, or emailed to dau ngst(�weldgov.com. If applicable, a description of the extent to which any watercourse or natural drainage will be altered or relocated as a result of proposed development; and Any other relevant information which may be required by the Floodplain Administrator to determine that the proposed project has gained the appropriate Federal, State, and County approvals (e.g. wetland permits, septic permits, etc.). Application fee $180.00 NA Investigation fee $90.00, due only if this is a violation. In an effort to increase efficiency and reduce Weld County staff time involved in re -binding applications the complete application packet shall be bound with binder clips only and all maps are to be folded. Applications bound in any fashion other than binder clip (spiral bindings, three ring bindings, etc.) will require additional review time and may be returned to the applicant without review. FLOODPLAIN DEVELOPMENT PERMIT Updated March 2018 FLOODPLAIN DEVELOPMENT PERMIT (FHDP) PROCEDURAL GUIDE CHECKLIST RAGSDALE RESERVOIRS PROJECT A completed Floodplain Development Permit application rev 1/2016 (attached) The completed application is attached An explanation of how the standards in Chapter 23, Article XI have been or will be met Also, sign the attached affidavit and keep the Standards for your reference The proposed Ragsdale Reservoirs Project involves excavation only in the floodplain There will be no filling There are no structures or electrical services proposed in the floodplam There will be no rise in Base Flood Elevations The signed affidavit is attached A floodplain map showing the location of the site See page 5 of this packet for map requirements See Figure 3 in the attached Ragsdale Reservoirs Floodplain Modeling Technical Memorandum for South Platte River, Weld County, Colorado EME Solutions, Inc August 25, 2020 A Certification Form stamped and signed by a registered Colorado professional engineer The Certification Form is attached Detailed narrative of the project including the floodzone, the Base Flood Elevation, and a list of all the proposed structures State how the structures will be floodproofed - elevated, anchored, vented, etc State how the electrical will be floodproofed The detailed narrative is attached Deed The deed is attached Authorization Agent form completed by the property owner, executed easement document, or executed right-of-way document The Authorization Agent forms are attached FLOODPLAIN DEVELOPMENT PERMIT (FHDP) PROCEDURAL GUIDE CHECKLIST RAGSDALE RESERVOIRS PROJECT Electronic copies of hydrologic and hydraulic computer models (i.e. HEC-RAS). Electronic copies of hydrologic and hydraulic computer models (i.e. HEC-RAS) have been delivered by FTP to Diana Aungst at daungstCweldgov.com. Electronic copies. Submit the entire all paperwork on a jumpdrive, via FTP, or emailed to daungst@weldgov.com. Electronic copies of all paperwork have been delivered by FTP to Diana Aungst at daungst(a weldgov.com. Application fee $180.00. The Application fee S180.00 is attached. FLOOD HAZARD DEVELOPMENT PERMIT (FHDP) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE www.weldgov.com GREELEY, CO 80631 970-400-6100 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE it ASSIGNED: PLANNER ASSIGNED: Parcel Number 1 3 0 9. 1 8 0 0. 0 0 0 3 (12 digit number - found on Tax I.D. information. obtainable at the Weld County Assessor's Office W: WVI weldoov corn). Address County Road 20 and US Highway 85, Fort Lupton. CO 80621 (site is multiple parcels, this is 1 parcel of '_5 Legal Description Parts of Sections 18 and 19, T2N, R66W Waterway Name South Platte River , Section 18 , Township 2 N, Range 66 W Flood Insurance Rate Map (FIRM) Panel # 08123C- 1915 E Floodzone A (XI AE Q AN 0 AO 0 Parcel size 396.56 acres Zoning A9 Project located in designated floodway? Yes() Noa If yes, a "No Rise" certificate is required. FEE OWNER(S) OF THE PROPERTY: Name: Cannon Land Company, Attn: Patrick Cannon Company: Cannon Land Company, Attn: Patrick Cannon Phone #: (303) 321-7012 Email: patrick@cannonlandco.com Street Address . 3333 S Wadsworth Blvd, Suite D-208 City/State/Zip Code: Lakewood, CO 80227 APPLICANT OR AUTHORIZED AGENT: (See Below': Authorization must accompany all applications signed by Authonzed Agent) Name: Matthew S. Noteboom, VP (Permit Contact: Lynn M. Shults, Regulatory Mgr.) Company: L.G. Everist, Inc. Phone #: 303-286-2245(MN), -2247 (LS) Email: Street Address : 7321 E 88th Avenue, Suite 200 msnoteboom@Igeverist.com, Imshults@Igeverist.com City/State/Zip Code: Henderson, CO 80640 Type of Proposed Development: (Please Residential Home ❑ New Construction LIIAddition or Improvements LI In Subdivision Fill Material Subdivision check all that apply) Non -Residential I _ I i New Construction Addition or Improvements ri Fill Material ❑ Watercourse Alteration Other (pipeline, tank battery, etc.) USR Mining - sand and gravel Manufactured of Mobile IllOn Single Lot In Mobile Home Park Fill Material jln Mobile Home Description of Proposed Development": Sand and gravel mining, to be reclaimed as developed water storage reservoirs. tta h'a detailed narrative of the project to this application. Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date ►1 r t0 � teLidv., Print: Owner or Authorized Agent Print: Owner or Authorized Agent Rev 3/2018 '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 showing the signatory has to legal authority to sign for the corporation PARCELS & PARCEL SIZES PARCEL NUMBER SIZE (ACRES) 130918000003 171 00 130918000004 141 00 130919000005 20 00 130918001007 60 00 130919000036 4 56 TOTAL ACRES 396.56 Chapter 23 Article XI Division 4 - Standards I have read and understand the Standards in Division 4 of Chapter 23 Article 11 of the Weld County Code. Per my signature below I have received a copy of the Standards and the development in the floodplain that is described in my Floodplain Permit will remain in compliance with the aforementioned section of the Weld County Code. Signature: Date: Sti2AgDeZa Matthew S. Noteboom Name Print: L.G. Everist. Inc. - Vice President - Mountain Division CERTIFICATION I hereby affirm that this Floodplain Development Permit was prepared under my responsible charge for the owners thereof and to my knowledge is accurate and adherent to the applicable standards and rules provided by Weld County, Colorado Signature PE ## 0030941 Name Print John Libby Jankousky Company Name EME Solutions, Inc Address. 15248 W Ellsworth Dr City, State, Zip• Golden, CO 80401 Phone 303-905-3635 Fax NA E -Mail: John Jankousky@eme-solutions corn Date August 25, 2020 PE Stamp Detailed Narrative of the Ragsdale Reservoirs Project L G Everest, Inc has entered into a contract to mine the gravel and construct developed water storage reservoirs with the site's landowner, Cannon Land Company As water storage reservoirs are completed and released from the permit area, they will be turned over to Cannon for use as developed water storage reservoirs The commodities to be mined are sand, gravel, topsoil, overburden and borrow matenals The post -mining land use of the majonty of the reclaimed lands shall be developed water storage, with the remainder reclaimed as cropland The west area will have three (3) areas mined and reclaimed as developed water storage reservoirs (Phases 1, 2, 3) and two (2) areas mined, backfilled and reclaimed as cropland (Phases 1-A, 2-A) The east area will have three (3) areas mined and reclaimed as reservoirs (Phases 4, 5 & 6) and three (3) areas which will be backfilled and reclaimed as cropland (Phases 4-A, 4-B, 5-A) There are two processing plant areas shown on the Mining Plan Map — Plant #1 is located in Phase3 (-68 acres) and Plant #2 is located in Phase 4A (-38 acres) Neither of these processing plant areas are within the regulatory floodplain The floodzone for the floodplain on the Project Site is Zone A, defined by approximate methods No Base Flood Elevations (BFEs) have been established EME Solutions, Inc (EME) as consultant to L G Evenst, Inc has used the HEC-RAS model created by the Colorado Hazard Mapping Program (CHAMP) and supplied by Weld County Planning and Building Department to define the BFEs m the Project area See the attached Ragsdale Reservoirs Floodplain Modeling Technical Memorandum for South Platte River, Weld County, Colorado EME Solutions, Inc August 25, 2020 The proposed Ragsdale Reservoirs Project involves excavation only in the floodplain There will be no filling There are no structures or electrical services proposed in the floodplain FLOODPLAIN DEVELOPMENT PERMIT (FHDP) PROCEDURAL GUIDE CHECKLIST RAGSDALE RESERVOIRS PROJECT Deeds attached for the following parcels PARCELS & PARCEL SIZES PARCEL NUMBER SIZE (ACRES) 130918000003 171 00 130918000004 141 00 130919000005 20 00 130918001007 60 00 130919000036 4 56 OTAL ACRES 396.56 r— sccorid Dart its S, is EIrcasvgns foreter all the rignt, t.cre, Interas-, cla = and deniaad ah ch tc +�- t_c.Le_Ly town' said panto of the sirs: part had: is anc to tn. '.ollmcinn deaeribed'W=th a`1 _'fits sitaate, 1yiii .i and being it toe n P_. 57545 ;'c ? L116 F`EC G20578L5 06(13/86 1: .2, S5. CO 1'0C2 3^ecp i. F 2074 }iAR? AhP+ EELERSTEIt,: CLERK s FECORDER irE,LD CO, CO •1 THIS DEED, ]ifat.t t c, 313t da} of rlarcr _mot IC%F LAND ANC Ca^_T:.r Co'iPz`iy 1956 ,between a corporzt on nib} organ zed and e\ s*"r:; atdcr An ba t. -toe of 're -airs cf the State o- Coiorado of the .rstpar.,and Ca. :o- Lard Company, a Corperat..on culy organized a -d existing under a -d b i::rtue of tl-e lees of the state of Co_orado, whose legal address is 36 Stee_e Street, Su:to 250, Denver, Colorado 50236 or •be City a d Coun:v of Denver it atat0 of Colorado of tae second pa -t, WIt E5SETH Thaw the aid nasty of the t rst part for and in cons ce^at cn of tre sant of I Ten :.c1 _ars a^d ot-er corsLderat_on (3"0.00) --- DO L .RS i to the said party of the r+-st part n hate natd bt tne said na_ty or the seeoac part the reee.pt %tereor s nereb% coafessm nna ackno r1edged, ha•h revised, reicascd so:a eonN eyed any ALIT CLAIMED and D thenprea:mte cloth re: -sae, re -ease sell convey aaa QUIT CLAIM onto the sa d party of tia t ,I Sectao- "owns -_e Range. !ALL 2 2 North 66 nest y_a 3 2 North 6E .`eat I 5z 4 2 'ort't 66 •est: 'hll tnat part oftre SEi lying east of .:r.io, ?ac_f.c Railroad _n 7 2 \cr:- 66 %est IINE4. Sr:{ 8 2 ' or:'1 66 lest i":z 9 2 \ort" 56 ; est �E*� NIP. tie "C 2 \crt` 6E 'ses= 'All 2 North 66 nest hl_ ' 3 2 Vorth 66 .'est \,C-- _ 17 2 North 66 .+es ,SlNI'c_T, SgNEticg, SETNST„ S NE,'- '8 2 ' crth 66 .+e5: ,M1-, EiEtr-n5 , Snz 35 3 'orth E6 'nest County of We=d and State of Co'orado *o m' Total rcres - 4,78' -ogethe w-tt any a -d all water r_g•its appurtenant, )epec_`_ic4,101? _ o__ca ng 42 shares _ tie I r_gatirg D_tc'- Company ,and 31 sr a_es _-s tie Flatte,_l,.e Irr_,a4_-g a :., M _11Arc Ccmpa-'v, together w_t't any *ater hells and ot-sr hater _ig'tts oer:a_r,.ng to t -e subject property, although not appurtena^t,yard s�ec_f_ca..y incli.d_-3 all r_ghts cf 4-s gra-tor to Two Laces, 'hot- acj ,._cstea storage capacit, tc-.lit (1) lose ^a._s 4, 'ri tr ai ac:..dacatea r_gnt of 525 acre tea-, al^c (2) t.oseDa'-as 42, wit- an adjudicated rig -t of 153.53 acre feet, anc two _rragation we_is w-u.cl• are adjudicated for over lCC* gal_ois per n_n.te eac-, 4 domestic *yells, and all rigr is associated w_t" a water r_gnt of 100 acre feet cf dcvelcpec .star. tv 10e QUIT CLAIM DEED—Garoe,mlm Ferro.--B-dt,,d P.ortirat.Pna ,,, CeraOIO) le:. AC S... SFcQ eaver Calareea— "Z 0 cn cut c, w PARCEL # 130918000Q03 F IllE REC O2C5^84! 06'19/S6 ;33;-4 $C.00 2/0D2 ;.Gi! : r icy i `ti; : ELERS1 E1% CLEPK & RECCP :ER kEELD CO, CO TO H.\V1' .\\fl Tn 1:(1",t) • 'h.,a a a.c•ttcr c '1 1ctn.; , t' •r.._ ic_co o. „ g s a -r , se -bef-J.Ita aroor.a a ag and ott he ..sure -.;:.• *me, twteres- ,1 an•1 ei,;.:ra r r4 tsar• er Of •a9',a : Fartr of try :=rst pr -t, e Char ' acr at ega•tr, •c 'a4 o :t, a`ope- us+ bHeft' aad beboo: o: Eve az d par' j! of •1: ccecr$ .tS s'.,c es orsa+lc asssr...s tore'" { T\ 1VITxEs WitER :01' 1' a as L!a•'tc of he !Tr aar• ha•:, Cease^ .'s _o-oo- a n_ce .0 Inereuato st ose-.e:c by i•c Pies .test ace.. s co -,orate sea tt Je reaato Cif •tea, at•estel be Seeretatr, `he day and c rar ft -s: boo w -then j Ares` / / Brown r' . Car..ner, Saen+an' I � S_ATF OF CCLOP.ADO, Cot cf L'ion..er { St .* L _CLT.: i AND '"AT:Ii 'D•'?Vvr a CO;O_ado Co fjc George R rCaz'1'' rres+c,_ s The f0 -ego rg nextoa'adAed before :ca th Y ✓ ' cay of ` *86 by Ve s,r?e i Cannon us .Fres con: a-' ar Bro4-1 ' Ca nor., J r . as SBCQt3t j I The :one Land a .= Catz_e Comcar.: , a crporshon 1t, ;otanu rum swan e7Gp res rge W -gees ny -and a -d o!!r_ a see — _ 1` M, busy na `s { PARCEL # 130918000003 42, C0 0 goo+ Recorded at _ r o'clock...A. .al., _ - JUL 291968 M 597 g�epdao No--_.- -1512098L - ANN SPRMER vsomil.. a - \ RBCORDRR'S STAMP t 0oo2s EQ1519098 TIM DEED, Made this 18th day of June in the year of our Lord one thousand rune hundred and sixty-eight between THE IONE INVESTMENT COMPANY txto a corporation duly organized and ears mg under and by virtue of the laws of the State of Colorado of the first part, and THE IONE LAND AND CATTLE COMPANY a corporation duly organized and existing under and by virtue of the Taws of the State of Colorado of the second part, wiTNESSETH. Thar the said party of the first part, for and in constderaton of the sum of - — Ten Dollars and other good and valuable consideration * * * to the said party of the first part in band paid by the said party of the second part, the recapt whereof se hereby confessed and aclmowledged lath granted bargained sold and conveyed, and by these presents does grant, bargun sell, convey and confirm unto the said party of the second part its successors and assign; forever ail the following described or parcel s of land, situate lying and being in the County of Weld and State of Colorado, to -wit The Northeast one -quarter (NE -1/4) and Southwest one -quarter (SE -1/4) of Section 8, the North one-half (N-1/2) of Section 9; the South. one- half (S-1/2) of Section 4, the South one-half (S -1/2s of the xarthst 1s one -quarter (NE -1/4), the South one-half (5-1/2) of the North one-half (N-1/2) of the Northeast one -quarter (NE -1/4), the South one-half (S-1/21 of the Northeast one -quarter (NE -1/4) of the Northwest one-qaarter VW -L®4) and the Southeast one -quarter (SE -1/4) of the Northwest one -garter NW -I/4), all in Section 18, the East one-half (E-1/2) and the North one-htblE (1T-ld4 of the Northwest one -quarter (NW -1/4) of Section 10, the Northwest 042: - quarter (NW -1/4) or Section ,7; all of Section 3; all of Section 11; all of Section 15, the East one-half (E-1/2) and the Northwest one -quarter (SW -1/4) of Section 2, and that parcel of land located in the Northeast one -quarter (NE -L/4) of the Southeast one -quarter (SE -1/4) of Section 7 sore particularly described as follows Cosanenaing at the East one -quarter (E-1/4) corner of Section 7a Tow=hip 2 North, Range 66 West, thence West in the East and West one-gwarcirr(E mad W 1/4) line of said Section 7. 68 feet to the East Line of the rigac-of-uaq of the Union Pacific Railway Company, thence Southeast along the East line of said right-of-way to a point on the East line of said Section 7, 418 feet South of said East one -quarter (g-1/4) corner of said Section; thence North along the East line of said Section 7, 418 feat to the place of beginnings all of the above described property being located in Township 2 North, Range 66 West of the 6th P.M., and The, gain one-half (M3-1/2), the Southwest one -quarter (SH-1/4), and the fast one-half (g -l/2) of t:ha East one-half (E-1/2) of the Northwest one -quarter (fro -1/4) of Sa4tian 35. Tcwessttp 3 Mcrae. Range 66 West of the 6th P.M., together with all drainage, ditch and water rights appurtenant to said land including 141 shares of the Fulton Irrigating Ditch Company, 3-1/4 shares of the Platteville Irrigating and Milling Company, and 32 shares of the Fulton Extension Ditch and Reservoir Company. PARCEL # 130918000003 ISTISIreir Want Y • C1 -d 4 � tit 597 1519499 TOGETHER, with all and singular the hereditament$ and appurtenances thereunto belonging, or in anywnae appertaining, acid the reversion and reversion., remainder and remainders, rants, pines and profits thereof, and all the estate, right, title interest. claim and demand whatsoever of the said party of the first par. either hi law or equity of, in sad to the above bargained premises, with the bereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and descnbed with the oppottwances into the said party of the second part, its successors and assigns forever And the said The Ions Iavastmant Company party of the first part for itself its successors and mug's' Both covenant, grant, bargain and agree to and with the mud party of the second part, its successors and lasagna, that at the time of the easexbng and delivery of these pree- mie it is well seized of the premises above conveyed, as of good, sure perfect. absolute and indrlenelble estate of inheritance in law ii fee maple and bath good ngbt, fall power and lawfoI anthonty to grant, bargain, sell and convey the more In manner and form aforesaid, and that the acme are free and clear from all former and other grants bargains, aisles hens taxes assessments and meambrancee of whatever find or nature soe+tr, except mineral and other reservations contained in patents and deeds, easements, rights.* of -nays, conveyances to The Department of Highwaye and conveyances for ditches, all (being of record, and iexcept rreal ropeerty taxxa* for 1968 and subsequent years mod ige e%TTtd ner9 esgesina eaItifeemmele pons aOrtlrsiu8'dtparty of thek of ssecond rpart1Its Inc, cessora and assigns against all and every person or persons lawfully claiming or to clams the whole or any part thereof, the said party of the first part shall and well WARRANT AND FORT VBR DFFE'ilD IN WITNLffES WHEREOF, The said party of the rust part bath caused its corporate name to be hereunto sub- scribed by its president, and its corporate seal to be hereunto affixed attested by lea secretary the day and year first above written Attest STATE OF COLORADO, City and _County of Denver },s The foregoing instrument was acknowledged JJJbefore we this 19 68 , b1, George it, Cannon .ss.t A1yi4Brown Li Cannon • t.. tile Ien& ligtifstalent Company, a Colorado corporation. �de 4t ,, otAR r Z � 1. My notarial commission expires .)Li.. y ,e 1 7/ :a • . - • I n Witness my band and pficial e•ni, ...74-}"--'24-_ Ct. day of sa as June .•' -400 0 O! g f,9 .�• • ',r 5 1 V Ptcatdentan�dfj2 -+ Secnisty A". 1.04.4 Na 767"valik }`rrr ocaa—c.•pswet s to Corporation —or.af.ra.a.bta..a prte elan Gmat»nr Saa4aa !neat etr'et. o.s..r Ooio,was PARCEL # 130918000003 p..t E TATE eOM'EYANCE C4 a e. z Recorded at a clock 1 I 295286 Reception No T� - JAN 22 i„g nth;'r bd.:3 09 ANN spOML - - Recorder This DEED, Made this 2nd day of January to the year of our Lord one thousand nine hundred and fifty-nine NamenBrowrl We Cannon individually and Brown W. Cannon and George R. Cannon doing business as Brown W. Cannon and George H. Cannon, a partnership, of the City and County of Denver and State of Colorado, of the first part and Cannon Land Company a corporation organircd and existing under and by virtue of the laws of the State of Colorado , of the second part WITNESSETR, That the Saud part des of the first part, for and In consideration of the surf of Ten dollars and other valuable consideration - - - - XXXXXAX to the said parties of the first part in hand paid by the said party of the second part, the receipt whereof is hereby confessed and acknowledged, hove remised, released, sold, conveyed and QUIT CLAIMED, and by these presents do remise, eelense, sell, convey and QUIT CLAIM unto ti a said party of the second part, its successors and assigns forever, all the right, title, interest, claim and demand which the said part tea of the first part ha tie in and to the following described parcels of real property situate, lying and being in the County of Weld and State of Colorado,towit All that part of Lots 1, 2, 3 and 4 of the 'N NW, and all that part of Lots 5, 6, 7 and 8 of the SWr of Section 16, Town- ship 2 North, Range 66 West of the 6th P. M. lying East of tho center line of the main bed of the South Platte River according to Division No. 1 Plat of the Lupton hheadows Lard Company recorded in Book 5 of Maps at Page 13, Weld County records; and Tne South 70 acres of the S* SRI of Section ld and the North 20 acres of the WW NE) of Section 19. all in Township 2 .North, Range 66 Nest, togothor with 2/3 share of paid water in the Platte- ville Irrigation and Milling Company and all other antor rirhte aopertaininp to said land; and The Nt SFrs and the North 10 rods of the SI' SPJ of Section 18 and all that part of Section 17, lying West of the Union Pacillc Railroad right —of --:gay, all in Township 2 north of Range 66 West of the 6th A. h, Recorder's Stomp '10 HAVE AND TO now the come, together with all and singular tho appurtenances and priv,lepes this -canto belonging or in anywise thcreunte Appertaining, and n'l the estate, right, title, interest and claim whatsoever, of the said part ie s or the first part, tither in law r,r equity, to the only proper use, benefit and behoof of the said party of the second part, its sweesiors and ass gas forgive" IN WITNESS WHEREOF, The said ,.a, t le, a of the first part have hers unto set tier hand S and neal3 the day and year first above written Signed, Sealed and Detit+red in the Presence STATE Or COLORADO, City and County of Denver DL'U'.iii '5 r •d,L-rr . [SEAL ] isEALa yjnno indivi a Brown .N. Cannon sing oueiness as Brown land George R. Cannon, a SS ZSE.L] be R. cannon ISEAL] R. Cannon pafrtrtershap The foregoing instrument was acknowledged before me this Z' day of January A..D61939 ,bye Brown W. Cannon, individually and by Brown W. Cannon and [,teor a R. Cannon d ing business as Brown W. Cannon and George H. Gannotfrto a parsnersnio. •� t Attyrtoramiseion ozpiras c• t J 043L`t.a 1- t It , 19 Witness MY band end official seal %yomm iPubif_issi61dn expires April 4, 1954'rr 9 PARCEL # 130918001 7 •ir by natural person or person* here Int a -t came o- names if by person noting to representative or official capneltr or as nttornm -I, diet then Insert name of parson as executor, attorney In -feet or otbte caoatit, or dtecrlp'lon if by officer of corporation then Insert name of such afloat or o•tleers, ae the p•ceident or other ofnoerS of Such corporation na,ninQ it -9t,t,ticrir AeLco,rfcdsme,u Ees.ion rxf7 No 522 QUIT CLAW DEED TO CORPORA?ION—Brad•oni not,a+ea Rig Co. Mfrs Robw.oan Lrcol B,eei;a Drover Cele 1/y 3� .IULl iIS.fii2 800X13:34 PAGE259 Recorded at/?` o'clock V bS _ _ _., _ r r - - Reception f • .. _ /1.1'M h �` i '� - __Recorder Trfls DEED, Made this 1st day of July in the year of our Lord one thousand nine hundred and fifty-two Between NARY A. PRIOR aria of the City and BEATRICE CATLETT County of Denver Ind State of Colorado, of the first part, and 3R0iit1 n. CANNON of tla City 500 County of Denver and State of Colorado, of the second part -059105 llee i`T� J1 LEINTBI WITNESSETH, That the said parties of the first part, for aad in consideration of the sum of Ten Dollars and other valuable considerations X2RWANA. to the said part yes of th- first part in hard paid by the mild part y of the second rut, the receipt whereof is hereby confessed and ackrowledged, ha ye g^aated, bargained, mold and conveyed, and by thew - presents do grant, bargain, soil, coney and confirm, unto the said port y of the second part, hiS heirs and assigns forever, all the following described lots or parcels of land, situate, tying and being in the County of Weld and State of Colorado, to -wit All that cart of Lots One (J.), Two (2), Three (3) and Four (4) of the Wiest Half of :he Northwest Quarter (W, N41), +rid all tnat part of Lots rive (5), Six (6), Seven (7) ana Eight (6) of the Southwest Quarter (Srg'i) of Section Eignteen (566), in Township Two (2) North, Range Sixty-six (66) Went of the 6th P. ,r., lysrg I` past of the center lire of the main bee of the South Platte River, according to lI� Division No 1 Plat of The Lipton 'leadows Land Company, rec'ordea in Rook 5 of Maps at Pare 13, 'geld County Records. South seventy ((O) acres of the South Half of Vie Southeast Quarter (Sy SEa) of , Section Eighteen (18) and the North twenty (20) acres of the ''lest Half of the ,t liortneast Quarter (W2 NE4) of Section trine -teen (19), all in Townsl'in Twn (2) •I North, Range Sixty-six (66) 4est, together with two-thirds (2/3) share of paid water in the Plattevll_e Tlrsgatioi and Milling Company, and all otrier .pater right aoocrtaininrr to said land. TOOETUER with on and singular the boreditamento and appustenaacea thereto belonging, or in anywise apportainmg, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the said part ies of the first part, either In law or equity, of, in and to the above bargained premises, with the i•eredttaments and appurtenances TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the said part y of the second part, his heirs and assigns forever And the said part las of the trst part, for tne.nsclves, their bons, evecr,tois, and adnuri'trato c, do cotenant, grist, baignin, Ind agree to anti aith tar slid port y of the second put, h t S heirs and assigns, titat ,t the uric of the .nseal- tug rind deliveiv of these, presents, the/ are well nisei, of the picimsu above conveyed, as of good, sure, perfect, rbsolutc and indefeasible estate of inheritance, in law, in sec simple, and ha ye good right, full power and lawful authority to grant, bargain, sell and s.onvev the same in manner and form as aforesaid, and thst the same are free and clear front all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever land or nature soever etcept general taxes for 1951 and rights of way, if any, of recor dy and the 8110VC bargained premises in the quiet and peaceable possession of the said party of the second past, his heirs and assigns against all and every person or persons lawfully claiming or to claim the Ssho1e or any part thereof, the said part ICS of the first part shall and will WARRANT AND FOREVER DEFEND IN WTINESS WHEREOF, the said part ie5 of Cu. first pu-t have horeuato tet their hand s and seal s the day and year first above written 4 xis STATE or COLORADO City an'ouuty of Denver The fcrsgoing Instrument was acknowledged before ate this day of A D, Spit 4 4,,��iMary A. Prior and Beatrice ,, Catlett. My !teasel ,El9irea rte! 3 ^J , 19 Pi -Witness my hand and official scut ▪ t i n it ash tiatir Pnb1Ia - 'r _mot.- tiZiv .E3-^, , ,do - l tDv i@ii�-�'-el J1UUU,5. 2AiThird 1954. -7;64- ,^:''S. 4 _ _ __ _ t.otnrs Yuiltr Lary Pr,,o _ (SEAL) �tp� d `JJ (SEAL) e Can tt` (SEAL) s , No 932 WAttnANTY DBYD—for Photeers&h,e Record —m. nredrord-Robla.aa Pte Co. Lure Ratln.ao. Leu.i Drank.. 1555 stout 6- Denser Cabo PARCEL # 130918 1'01007 Recorded at. � o cloeir JAN 22 19c9 Eta .1523 PAL -115O ti P6AL E5Tlff CONVEYANCE C Reception No ANN SPOMAte THIS DEED, Made this 2nd day of January in the year of our Lord one thousand mae hundred and fifty-nine betweeaBrown W. Cannon individue lly and Brown V. Cannon and George R. Cannon doing business as Brown N. Cannon and George H. Cannon, a partnership, ofthc City and County of Denver and State of Colorado, of the first part and Cannon Land Company a corporation organized and existing ander and by virtue of the laws of the State of Colorado , of the second part wITNESSnTu, That the anal parties of the first part, for and in consideration of the sum of Ten dollars and other valuable consideration - - - - - } yr7d(j(ig to the said parties of the first part in hand paid by the said party of the second part, the receipt whereof is hereby confessed and acknowledged, have remised, released, sold, conveyed and QUIT CLAIMED, and by these presents do remise, release, sell, convey end QUIT CLAIM unto the said party of the second part, its successots end assigns forever, all the right, title, interest, claim and demand which the said part ies of the not part hn ve in and to the following desenbed parcels of real property situate, lying and being in the County of Weld and State of Colorado. to -wit All that part of Lots 1, 2, 3 and 4 of the W1 F W and all that part of Lots 5, 6, 7 and 8 of the SW- of Section lit Town- ship 2 North, Range 66 West of the 6th P. Y. lying East of the center line of the main bed of the South Platte diver according to Division No. 1 Plat of the Lupton 'l.eadows Lane] Company recorded in Book 5 of iliaps at Page 13, Weld County records; and The South 70 acres of the Si SE of Section ld and the North 20 acres of the W- NE1 of Section 19, all in Township 2 t orth, Range 66 West, together with 2/3 share of paid water in the Platte- ville irrigation and Milling Company and all other water rights appertaining to said land; and The Ni SE and the North 10 rods of the SE,, of Section 16 and all that part of Section 17, lying i'fest of the Union Pacific Railroad right-of-way, all in Townsnzp 2 North of Range 66 West of the 6th B. n. Recorder ;Itrrf_f.57T- Recorder's Stamp TO HAVE AND '10 HOLD the same, toi ether with all and einguior the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever of the said part ies of the Scot part, pitlter in law or equity, to the only proper use, bentfit and bchoof of the sold party of the, second part, its successors and assigns forever IN WITNESS It'llCREOF, The acid part leg of the first part have and aea13 the day and year first above written Signed, Sealed and Delivered in the Presence o sTA'r or COLORADO. City and County of Denver 1 ' TALI Drown w „nn° incivi a y .7?l- BrCannon 6*' . Cannon oing ousirteas as brown and George R. Cannon, a as . [SEALJ [SE U.] [SEAL] N. Lannon partnership The foregoing instrument was acknowledged before me this ,t• day of January ,A.D1v59 , by° Brown W. Cannon, individually and by Brown W. Cannon and [[',,eor a R. Cannon doing business as Brown W. Cannon and George R. Cannon's a partnership. f I' gyypmvaission expires V J 4 !1 El 1- 7l , 19 Witness my hand and official seal Y �� My Commissi6n expires April 4,29194"' 'Publta I 4 PARCEL # 130918000 04 •lf by nnturni pornen er persona here [nacre name or name+ it by perean acting in representathe or official carnally or an 'Morrie) ht r ter then Insert mime of person no executor atiorne)-In-fact or other enoociii or description IC by officer of corporation thin treats pima of auch afilcer or °Ullcers, as ells pre,tdont or other officars of such corporation earning It —ilfuta)arp ad5no,ntedq,eear Uer,ien Mr No 522. QUIT CLAIM DEED TO CORPORATION — Braaten! Itribimon Phr Cs.. Efrs Robmconn Legal Blanks D -over Cele / 32......,_.111LI113 M. 80081334 FAGE259 Recorded at S l o'clock M _ _ _ _.. _ ;x Reception 0.a z.4 ( 1 I - __ _ it MN h;`_ti i'ir-" t. - _..Recorder This DEED, blade this 1st day of July an the year of our Lord one thousand nine hundred and fifty- two between'IPRY A. PRIOR ana of the City and BEATRICE CATLETT County of Denver and Slate of Colorado, of the first part, and 3tiOati A. CAANON of tl,_ City ana County of Denver and Stato of Colorado, of the second part 059105 q ',lr it b-1J�elnll'r ,r �lu�� WITNESSETH, That the said part ies of the first part, for and in consideration of the suet of Ten Dollars and other valuable considerations MitiNfAM. I to the said part ies of th_ first part in hard paid by the Bald part y of the second pact, the receipt whereof is hereby confessed and acnowledged, ha ve ranted, bargained, sold and conveyed, and by thest. presents do giant, bergun, sell, coney and confirm, unto the said part y of the second part, h19 heirs and assigns forever, an the following described lots or parcels of land, situate, lying and being in the County of Weld and State of Colorado, to -wit All that part of Lots One (1), Two (2), Three (3) and Four -(4) of the dest Half I of ,he Northwest Quarter (W. N41), and ail tnat part of Lots rive (5), Six (6), f Seven (7) ana Eight (8) of the 9outnwest Quarter (Sort) of Stae ion Elgnteen (18), a1 in Township Two (2) North, Range Sixty-six (66) We'it of the 6th P. Me, lyirg East of the center lire of tie main be of the South Platte River, according to Division No 1 Plat of The Lipton rleadows Land Company, recorded, in Book 5 Of Naps at Page 13, 'geld County Records. 11 South seventy (0) acres of the South Half of tine Southeast Quarter (Sy Spa) of Section Eighteen (18) and the North twenty (20) acres of the west Half of the hortneast Quarte^ (W2 NE.) of Section Nineteen (19), all in Townshin Twn (2) ,� North, Range Sixty-six (66) 'test, together with two-thirds (2/3) share of paid 1 water in the Platteville Tirigatlon and 'filling Conpany, and all osier .rater rignt anoertaininr' to said land. TOGETHER with all and singular the horedrtamcnto and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and ail the estate, right, title, interest, claim and demand whatsoever of the said part yes of the first part, either in law or equity, of, in and to tlir above bargained premises, with the hereditaments and appurtenances TO HAVE AND TO HOLD the said promises above bargained end described, with the appurtenances, unto the said part y of the second part, h is heirs and assigns forever And the said part les of the that part, for tae,aseives, their hats, ereci,tors, and adnuri'trato c, do ensenant, gent, bargain, aid agree to WO with tar cud part y of the second pia t, h t. S heirs .ind assigns. tit it ,t the ..irir of the .nceal- ing rind deltvciv of thou., presents, the/ are well nisei, of the picinis,_s above conveyed, as of geed, sort, perfect, rbsolutc and indefeasible estate of inheritance, in law, in fee simple, and hn ye good right, full power and lawfm authority to grant, bargain sell and ,onvev the same in manner and feria as aforesaid. and that the same are free and clear front all former aid other grants, bargains, sales. liens, taxes, assessments and encumbrances of whatever kind or nature Hoover e.ccept general taxes for 1951 and rights of way, if any, of re col dy and the shove bargained premises in the quiet and peaceable possession of the said party of the second pair, his heirs and assigns against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said part ICS of the first part shall and will WARRANT AND Ir OREVER DEFEND TN' WITNESS WHEREOF. the said part lea of tht first punt hove and seal s the d.iy and year first abovo written STATE or CO1,OfADO City anctouuty of Denver TheImelfforng Instrument was acknowledged before pie this e-4-'1--47)-4-4 day of A D;1✓'it ,i,,;"",,,iMary A. Prior and Beatrice Catlett. _ilg c ttasissreg lames 3' 19 '- Witness my hand and official seal v% O � i 4—:79.,11.3 E Notir PitblIg 'j' t_29% 'JO J - 1 J)Yi�i� i q -t:, fAUGU,3ZbThird I954. �IJ e - - - Notary PubSr hereunto act their hand s a i / wv �/' (SEAL) Tart' .- Frio (SEAL) t�J� %%%� ea ice uatlett ��`(/L (SEAL) B r t u i",i,`' No 432 WAtIVANTY DEED —for Photocmehie iterora —The arnernrd-aobtpeoo Pte Co Mee Bahieroo. L...i Monks. ices Stout St. Denier Colo PARCEL # 1309181'00004 4.0 Recorded at o efoctrw bi _JAN 2 3 19c9_ nel;F i b4r3 ?M,t J if 1 29S284 ; ANN SPOMEP — Reception No Recorder U PEAL esTAff CONYEYAYCI C 0 'I ti C I aIa V k THIS DEED, Made this 2nd dos of January in the year of our Lord one thousand rime hundred and fifty -mine betwcenBrown W. Cannonindividu and Brown N. Cannon and George R. Cannon doing business as Brown N. Cannon and George R. Cannon, a partnership, of the City and County of Denver and State of Colorado, of the first part and Cannon Land Company a corporation organized and existing under end by virtue of the laws of tho State of Colorado , of the second part WITNESSETH, That the said part f es of the first part, for and in consideration of the sum of Ten dollars and other valuable consideration - - - - - 7b'blEiigid to the said patties of the first part in hand paid by the said party of the second part, the receipt whereof is hereby confessed and acknowledged, have remised, released, sold, convoyed and QUIT CLAIMED, and by these presents do remise, release, sell, convey and QUIT CLAIM unto the said party of the second part, its successors and assigns forever, all the right, title, interest, claim and demand which the said part ies of the first part ha VS in and to the following described parcels of real property situate, lying and being m the County of Weld and State of Colorado, to -wit All that tart of Lots 1, 2, 3 and 4 of the 1J F'W and all that part of Lots 5, 6, 7 and 8 of the SW1: of Section 18, Town- ship 2 North, Range 66 West of the 6th P. Y. lying East of the center line of the main bed of the South Platte River accordint, to Division No. 1 Plat of the Lupton keadows Lamer Company recorded in Book 5 of Maps at Page 13, Weld County records; and The South 70 acres of the Si SE, of Section ld and the North 20 acres of the W- NE of Section 18, all in Township 2 llorth, Range 66 West, together with 2/3 share of paid cater in the Platte- ville irrigation and Milling Company and all other crater rights appertaining to said land; and The R£ SEi and the North 10 rods of the S] of Section 18 and all that part of Section 17, lying ','rest of the Union Pacific Railroad right-of-way, all in Townsrip 2 North of Range 66 West of the 6th B. lly Recorder's Stamp LIC�'r��raA 1 �,wr•,r, TO HAVE AAD'10 HOLD the same, tot ether with all and singular the appurtenances and privileges thereunto befonring or in anywise thereunto appertaining, and oil the estate. right, title, interest and claim srhntsoevcr of the said part ie S of the first part, either in law or equity, to time only proper use, bentlit and behoof of the said party of the. second part, its successors and assigns forever IN WITNESS IW'IICREOI', fhc said port le s of the first part have hereunto set the. 7 hand S and sealS the day and year first above written Signed, Sealed and Delivered in time Presence o STATE Or COLORADO. City and County of Denver DL'Ultifl r,�� nn. - iaaivi a y i F..'yi_,- -r"•'�/ ,<'r --rte . [SEAL] Browne X. Cannon - v�' �y [G6�h,V [SC 4I.,1 �' rge R. Cannon [SEAL] oln6 ousiness as brown ,J. cannon land George R. Cannon, a partnership as The foregoing instrument was acknowledged before ma this 2"`"' day of January ,A.Djl?59 ,by Brown W. Cannon, individgally and by drown W. Cannon and [[',,eor a R. Cannon doing business as Brown W. Cannon and George R. CannOrtn a partnership. [ I liht ormatssion expires V J 4 Ii B S. C.) I , I9 Witness my hand and official seal My C issi6n expires April 4, 197rw• P"Ire- PARCEL # 130919000 •If by natural porton or persona hers Insert name or name. It by person netinx in represontatime or official capacity or as nttorne) Iii f let then Insert name of person as eteeulor aliornes-:n-fact or titian cAD.CIL) or dtatripilon If by officer of corporatinn then Isere smote of such oflieer or officers, so the proaldont or other *moors of such corporation naming It tm -Scu:alp ieknomied9,+ear Session iSfr No 522. QUIT CLAIM DEED TO CORPORATION - DraitrorJ Pawnee Flit Co., Mira Dob.esone Lteel Blanks D-nver Cala JUL 1 i iS t saox1334 tAGE259 tteeorded ail T qq ii o'clock V M Reception Nw t t �i S ) _ _ !~'� �� ` 'hn- __Recorder THIS DEED, Made this 1st day of July' in the year of our Lord one thousand nine hundred and fifty -tiro between MARY. A. PRIOR and of the City and BEATRICE CATLETT County of Denver Ind State of Colorado, of the first part, and 3RDoti1 a, CANON of tlr City and County of Denver and State of Colorado, of the second port W1TNESSE CH, That the said part ies of the fiat part, for and in consideration of the sum of Ten Dollars and other valuable considerations , to the said part ies of th. first part in hard paid by the maid port y - of the',eeond put, the receipt whereof is hereby confessed and acnowledged, ha ve wanted, bargained, sold and conveyed, and by these_ presents do grant, bargain, sell, convey and confirm, unto the said part y of the second part, his heirs and assigns forever, ail the following described lots or parcels of land, situate, i)ing and being in the County of Weld and State of Colorado to -wit All that cart of Loss One (1), Two (2), Three (3) and Four (Lt) of tne lest Half of :he Northwest Quarter 1'W.; tdr01), and all tnat part of Lots rive (5), six (6), Seven (7) and Eight (8) of the Southwest Quarter (Sari) of Section Eighteen (18), a� in Township Two (2; North, Range linty -six (66) West of the 6th P. Id., lylrg Nast of tne center lire of t-ie main bee of the South Platte River, according to Division No 1 Plat of The Lipton cleadows Land Company, recorded in Rook 5 of Maps at Pa"e 13, Weld County Records. South seventy (j0) acres of the South Half of the Southeast Ounrter (Sy Sea) of Section Eighteen (18) and the North twenty (20) acres of the 1'iost Half of the Hortneast Quarter (W2 NE4) of Section tri'ieteen (19), all in Township Dan (2) North, Range Sixty-six (66) lest, together with trio -thirds (2/3) share of paid water in the Plattevil=e T3rigation and Milling Company, and all other .rater right aoocrtaininr' to said land. TOGETHER with all nod singular the hereditamento and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remnmdcrs, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the mud part ies of the first part, either In law or equity, of, in and to the above bargained premises, with the horcditamcnts and appurtenances TO HAVE AND TO HOLD the said promises above bargained end described, with the appurtenances, unto the said part y of the second part, fits heirs and assigns forever And the said part LOS of the brat part, for tne,nseiVes, their hens, c'iccutois, and adnuri,truto s, do cotenant, groat, baioain, and agree to line pith toe cud part y of the accord part, h tS heirs and assigns, to it .,t the. uric of the .nseal- rig and delivcty of these. presents, thee are well Brazos of the prcrmsw above convoyed, as of good, sum, perfect, rbso)utc and indefensible estate of inheritance, in law, in lee simple, and ha ye good right, full power and lawful authority to grant, bargain sell and eonvev the same in manner and form as aforesiaid, and that the some are free and clear from all former and other grants, bargains, sales, lrene, taxes, assessments and encumbrances of whatever kind or nature Hoover e.ceept general taxes for 1951 and rights of way, if any, of recoi d, and the above bargained premises in the quiet and peaceable possession of the said party of the second part, his heirs and assigns against all and every person or persons lawfully claiming or to claim the Iv hole or any part thereof, the said part lei of the first part shall and will 'WARRANT AND FOREVER DEFEND 1W WITNESS wiuftroP, the said part ies of the. first plot hove hereunto set their hand s and seal s the day and year first above written STA'rE or COLORADO City antounty of .Diener The !miring instrument was acknowledged before me this .--e--4-"1-431-4-41 day of A D, 1✓rt ,i; � Mary A. Prior and 9eatrice Catlett, -4F c isar j pyres 3 "� , 19 S'1• Witness my hand and official seal i epri.T-t,git Notir Public - I a "1.1,,, r -a, liX UUZbThird I954. i e ; 1Y i.omw Pullin kary J�] r� pp d J�(J/�1 (1� (SEAL) - Sea ice Cedes _'-- (SEAL) . Tirol (SEAL) 9 , r t k tetitt No 9$q WAirittiNTY DEED —for Photoprnph,e Record —The Dr.drord-irebtp.00 Pte co Mfrs aobieeee . Leger Shook.. toss ntnut Ht. Oen.er Cob, PARCEL # 1309191'10005 ti °I Recorded at o clock ---151 f3C;284; - -Reception No ANN SPOf/Ep Recorder JAN 2S 1959 em;F I h4 3 PM,r 109 It Trus DEED, Made this 2nd dal of January in the year of our Lord one thousand nine hundred and fift nine betweenBrown W. Cannonyindividur fly and Brown .1. Cannon and George R. Cannon doing business as Brown N. Cannon and George H. Cannon, a partnership, of the City and County of Denver and State of Colorado, of the first part and Cannon Land Company a corporation organized and existing under and by virtue of the laws of the State of Colorado , of the second part WITNESSL'TII, That the said parties of the first part, for and is consideration of the sum of Ten dollars and other valuable consideration — — — — — WEAK ;1 to the said parties of the first part in hand paid by the stud party of the second part, the receipt whereof 11 is hereby confessed and acknowledged, have remised, released, sold, conveyed and QUIT CLAIMED, and by these presents do remise, release, sell, convey and QUIT CLAIM unto the said party of the second part, its successors and assigns forever, all the right, title, interest, claim and demand %inch the said part ieII of the first part ha V8 in and to the following derenbed parcels of real property situate, lying and being in the County of Weld and State of Colorado, to -wit All that part of Lots 1, 2, a and 4 of the Wg N11. and all that part of Lots 5, 6, 7 and 8 of the SW -1- of Section 18, Town- ship 2 North, Range 66 West of the 6th P. N. lying East of the center line of the main bed of the South Platte River according to �( Division No. 1 Plat of the Lupton 'Meadows Land Company recorded in I Book 5 of ;kips at Page 13, Weld County records; and The South 70 acres of the Si SE; of Section lit and the North 20 acres of the Wi NEh of Section 19, all in Township 2 north, I Range 66 West, togother with 2/3 share of paid grater in the Platte- iI vino irrigation and Milling Company and all other water rights appertaining to said land; and The N£ SEiy and the North 10 rods of the S� SE; of Section 18 and all that part of Section 17, lying L'iest of the Union Pacific Railroad r.>.dht—of--way, all in `T'ownsnip 2 North of Range 66 West of the 6th A. Pie Recorder's Stamp TO HAVE Al%D 10 HOLD the same, tot ether with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto Appertaining, and all the estate, right, title, interest and claim whatsoever of the said part ie S of the first part, either in law or equity, to the only proper use, bcntfit and behoof of thr sold party of the. second part, its successors and assigns forever IN WITNESS WIlcriror. The said part ie s of the first part have hereunto act the 7 hand S and seals the day and year first above written Signed, Sealed and Delivered in the Presence o STATE OP COLORADO, City and County of Denver Dronn rr ,vino ins ivi a y r. t?.^a r--- -roe !=-: _---rstf..... _[SEAL) ®%- Brown X. Cannon ,....34-74.7"._......9 ....3 rge anion [SCAL] [SEAL] oing-ousiness as brown V. Cannon land George R. Cannon, a partnership as The foregoing instrument was acknowledged before me this Z= day of January ,A.DIl59 ,by Brown W. Cannon, individually and by drown W. Cannon and 8eorge R.a Cannonrdoing business as Brown W. Cannon and George R. arm•r I gypommbssion expires a El 1 , 19 Witness my hand and official seal My Commissi n expires April "." I PARCEL #1309190000 6 •1t by natural person ar perces. here bison name or none. If by person actin: In representntlwe er official capacity ar an ntternr) In f wet then insert ',Line of parson on executor attorney -in -fact or atbtr cnonciti or dtacrlption If by officer of corporation then isnot t nuns of ouch afilcer or otilcere, ae the prcntdont or other otfleere of such corporation naming It -sracptaro A CAnoatiedpnrnr 8caslon leer No 522. QUIT CLAIM DEED TO CORPORATION - Dradford Itottaton Pig Ca Errs Dob,esoan total blanks D-nvrr Cale Recorded at/g O'clock Reception ',Na.-34 S I JUL.' i13 ( THIS DEED, blade this 1st day of July' in the year of our Lord one thousand nine hundred and fifty- two between MARY A. PRIOR aria of the City and BEATRICE CATLETT Courty of Denver of il,L City anu Ind Slate of Colorado, of the first part, and 3d041 a. CAl'N0N County of Denver and State of Colorado, of the second part 800lt1334 PAGE2tl9 __Recorder 059105 _ i WITNESSETH, That the maid part ies of the Brat part, for and in consideration of the sum of Ten Dollars and other valuable considerations ilitfalatt to the said part les of th_ first part in hard paid by the said pert y of the ',ccond p'ut, the receipt whereat is hereby confessed and ackrowledged, ha ve wanted, bargained, mold and conveyed, and by these_ presents do grant, bargain, sell, convey and confirm, unto the said part y of the second part, his heirs and assigns forever, all the following described lots or parcels of land, situate, tying and being in the County of Weld and State of Colorado, to -wit All that part of Lobs One (1), Two (2), Three (3) and Four (Li) of the.lest Half of ,he Northwest Quarter (W, Nrg1), and all tnat part of Lots Five (5), Six (6), Seven (7) ana Eight (i3) of the Southwest Quarter (Si>li) of Section Eighteen (18), in Township Two (2) North, Range Sixty-six (66) Went of the 6th P. M., lyirg East of the center lire of t'ie main bea of the South Platte River, according to Division No 1 Plat of The Lupton meadows Land Company, recordea in Book 5 of Maps at Pa,+e 13, 'geld County Records. South seventy (10) acres of the South Half of the Southeast Ou'irter (Sy Sri;) of Section Eighteen (18) and the North twenty. (20) acres of the West Half of the hortneast Quarter (W2 NE ) of Section Nineteen (19), all in Townsl'io Two (2) North, Range Sixty-six (66) 'test, together with tyro -thirds (2/3) share of paid water in the Plattevil=e Tlrigation and Milling Company, and all other 4ater rignt aooertnuunr, to said land. TOGETHER with all and singular the horeditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of thy said part yes of the first part, either in law or equity, of, in and to tin. above bargained premises, with the l'ereditaments and appurtenances TO HAVE AND TO HOLD the said promises above bargained and described, with the appurtenances, unto the said part y of the second part, his heirs and assigns forever And the maid part Los of the that part, for tne,n$elves, Lheir hens, crccotois, and aJnuri,trato s, do r,enset, grins, hnipain, and agree to ant, with tee vol part v of the second pat t, h! S Leire and assigns, teat ..t lie. Uric of the reseal- ing and dchveiv of these. prtscnts, the/ are well sting' of the pic,nisw above conveyed, as of good, sort, perfect, rbsolute and indefensible estate or inheritance, in law, in lee simple, and ha ye good right, full power and lawtrn authonty to grant, bargain molt and ,.onvev the same in manner and form as aforesaid, and tlmt the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever land or nature Hoover e-tcept general taxes for 1951 and rights or way, if any, of re cos d, and the above bargained premises in the quiet and peaceable possession of the said party of the second part, his heirs and assigns against all and every person or persons lawfully claiming or to claim the uihole or any part thereof, the said part les of the first part shall and will WARRANT AND FOREVER DEFEND DT WITNESS WHEREOF, the said part ies of tht first past hive and seal s the day and year first above written STATE Or COL,ORAn0 City anntouuty of Denver - The!odoing instrument was acknowledged before me this -'` ""'e A D, i`;r ,iL a,��Mary A. Prior and Beatrice �,tCatlett. `Itg c(Ini isaikH9cres G2a ,r yet/ '3 "� 4�1.. d hereunto set their hand s Tary�. Frio J�] (ppp� d {SEAL) - 1 a/ . tai'1Gtf (SEAL) A 141 r:. 3zsaih Voter Public (SEAL) , 19S's'. Witness my hand and official seal CY p4.i �.1 •m AUGLTgni ahird. I954. e rapt,. Public No 932 iv Airli)iNTy DEED —For PkotosmOue Itee.rd —The aredf.,briobis..a Pte C. Mfrs 5,51.,,.. Lep.l Blacks. leib mess, Ht. Denier Cola PARCEL #1309190"0036 44 WIttt11t11TY DbEJ'ettvxL-1Wu,r Nar tot I.1., RI, ,.t ,,.vi'i'i. re, COMPARED — — — — -- — !r _ , Chia .deed sl / U 1: E I_r nor c , r1 �%rr / r .n ' t I-•, a re {, • 'r _ 'VIF r1- Ci1Lt'I -cis Woo', Mrs J„‘ / rI 1 61 trot or aro loud rote it n74lmrd 7 ire In, In ant' 1•"r 7_i' tern Oral bini of C nor 101 7, ',tic/ t ' p rI u a 'I ito •a tier,0f //lp,r/ o,7 „t', „1 lr01 n01, eV Ir' rrr o1a r,n' e//_ $ y - r r of CJ °ail nl rf w (7',/ I I It 17 1 I'7 .I' I H /h,al dlo , r pr airy O, 'Iv lira nor jr tut I I I eon 'Ir,-r tar 1, in, c cur ,, 1 l > ' 01007 I hrrre .'-n glut for h j/ c/; �r r{ t r r nor .+ 01r ' " 10101e , ,i1 1 it i /+ - 7 1t7t vial jot;y of bar /17 s' On, r. 0 old in 11ry 11, n n..1.001 q to 10 u,',, 11 Mt r r -r,.1/ 1r('�'I n leer r 1, n b.l rep II r+f, lrl role', rip ,1., t,f 10 Si r t'rJ bpfp n.li Igor 01.1 'n anal •ukl ', _ r ' htLW,'r' enema ‘1,,,,,t 1,001 Larryp', ' s'/' race / ur 1 e 0a/ 711 ',rata foe t roil uo f r o, fu r q,O' Y4 ptul /'�• Ir r s r on r.,. t;n. fun, re al '1, le col cur' I 'r bed l-'..a.ci I prole' of ha, ri ..,t gat, la n„ gnat bear 4, lit if e C n'Mry f 11, 1 ,no I ,I n , t, 1 m. 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(h_ ptr•,r a 1a ie at,rter t' 5,L C1t.,ed (o (4, , I .1, ,/ t r Or <t ll in r t inlay 1 r to „ , , r,c II ri., I 11 It r 411411e 1S,•I trial It 4,,f,,,„ I sail-'' t 1 ,I,Lrt „,,al 4 r sat,/ 1 Is..)') ry ,it., o, 4 I'1, - a -/.. fi.< ad Lair it a,. u'1 fin r NAM utot pen iiulr t t att,rrl Lr1 / ,r fn. r.'44.n' I ov4,F ..s,e.,+1/ 11re Fars I 4 r- e, +r, II , t-nr„ rSi•. z', Y u1 r_, - �w a s' If 1 "'tar r„ ,/ •rrr f, r_ -,w -Id a al 111 u.04t, 5 if 4 e . ar,,all,n , rrl+ lee )1 ri1n„ ',IT, I IA v I,1, nr• air Ate on aaa fr(Ify1m a 74)1 -1/.It 0 h<, art not lna1 et I. ,1 tI, e.4 „(ban s( e'IL rr,i a'rr r 4.lfr' (he >till UriI te'PIt all• & r , Le, •Le't a, 21ra ii re'to [a„rt 0-,,,,,0-,,,,,r it Iu rind,II/ o- '.' II/ rr'I e ,') I4 nr,4 .!t rs in ar ('u 1 (1"ol r.1.t' aid -hl In aI (l ,, t ' a<'• 111', r pal al 1 rc •f''t c a I'r (finest, ae 14s e l r, rrr s� • ', �.-�• _ e 1 'h t r } l y PARCEL #130919000036 GC NTY Z L DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM Cannon Land Company L.G. Everist, Inc. I, (We), , give permission to (Owner - please print) (Authorized Agent - please print) to apply for any Planning, Building or Septic permits on our behalf, for the property located at (address or parcel number) below: 8 parcels - see attached parcel list for details Legal Description: Parts of 8 parcels (see list) of Section see list , Township 2 N, Range 66 g n/a Subdivision Name Lot n/a Block n/a Property Owners Information: Address: Cannon Land Company, Attn: Patrick Cannon, 3333 S Wadsworth Blvd, Suite D-208 Lakewood, CO 80227 Phone (303) 321-7012 E-mail: patrick@cannonlandco.com Authorized Agent Contact Information: Address: L.G. Everist, Inc., Attn: Matthew S. Noteboom, 7321 E 88th Ave, Suite 200, Henderson, CO 80640 Phone: 303-286-2245 Correspondence to be sent to: Owned msnoteboom@Igeverist.com E -Mail. Authorized Agent _ Both / by MaiIJ✓L EmailJ�l Additional Info: Authorized Agent is applying for a Mining USR, to be called Ragsdale Reservoirs. Please send all permitting correspondence to the Authorized Agent Contact listed above, and/or to the 2nd AA Contact at L.G. Everist, Inc.: Lynn M. Shults, 303-286-2247, Imshults@Igeverist.com. Owner Signature Owner Signature: Date'. 8/ trl Date. DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH,AVENUE GREELEY, 'CO 80631 AUTHORIZATION FORM Platte Valley Irrigation Company L,G Everist, Inc. (We), , give permission to (Owner —please print) (Authorized Agent ---please priht) to apply for any Planning, Building or Septic permits on our behalf, for the property located at (address or parcel number) below. 1 parcel -13091,9000036 - see attached parcel list for more details Legal Description Part,of 1 parcel (see list) of Section 19 , Township 2 N, Range 66 W Subdivision Name: ilia Lot n/a Block ilia Pioperty Owners Information Address Platte Valley Irrigation Co , Atli) David Hunt, Vice Pres l'O Bok 336483, Greeley, CO 80633-0609 Phone- (970) 352-9353 E-mail Authorized Agent Contact Information' Address, L_,G, Everist, Inc , Attn Matthew S Noteboom, 7321 E 88th Ave, Suite 200, Henderson, CO 80640 Phone 303-286-2245 E -Mail msnoteboom@Igeverlst corn Correspondence to be sent to Owner,[ Authorized Agent t Both ❑ I byiMail Additional Info: Authorized Agent Is applying for a'Mining USR, to be called Ragsdale Reservoirs Please send all permitting correspondence to the Authorized Agent Rontact listed above, andlor I V I Email to the 2nd,AA Contact at L,G Evenst, Inc Lynn M Shults, 303-286-2247, Imshults@Igeverist,com Owner Signature; ' �- f'' Y - Date August 19, 2020 Kevin -W. Schmidt, Board President Owner Signature' Date FLOODPLAIN DEVELOPMENT PERMIT (FHDP) PROCEDURAL GUIDE CHECKLIST RAGSDALE RESERVOIRS PROJECT Attach Check for Application fee $180 00 L. G. EVERIST, INC WORKING FUND P 0 BOX 5829 SIOUX FALLS, SD 57117-5829 PAY TO THE 141a.,. -10Th ( y ORDER OF bank Fire SmrSenwr Guom,vrel 6r 1911 23-2/1020 215 DOLLARS d!; �4 a. FLOODPLAIN DEVELOPMENT PERMIT (FHDP) PROCEDURAL GUIDE CHECKLIST RAGSDALE RESERVOIRS PROJECT Attach Ragsdale Reservoirs Floodplain Modeling Technical Memorandum for South Platte River, Weld County, Colorado EME Solutions, Inc August 25, 2020 Ragsdale Reservoirs Floodplain Modeling Technical Memorandum For South Platte River Weld County, Colorado Prepared For: L G Everist, Inc Lynn Mayer Shults, Regulatory Manager 7321 E 88th Avenue, Suite 200 Henderson, CO 80640 Prepared By: EME Solutions, Inc 15248 W Ellsworth Drive Golden, CO 80401 John L Jankousky, P E Phone 303-905-3635 August 25, 2020 Floodplam Modeling Technical Memorandum Ragsdale Reservoirs ZERO RISE CERTIFICATION FOR RAGSDALE RESERVOIRS PROJECT I certify that I am a duly qualified registered Professional Engineer licensed in the state of Colorado I certify that the proposed Ragsdale Reservoirs Project as detailed on the construction drawings in Appendix D of this report will result in zero rise in the FEMA designated 100 -year flood elevation, and no increase in the 100 -year discharge at published and unpublished cross sections of the current FEMA floodplain of the South Platte River as shown on FEMA Flood Insurance Rate Map (FIRM) 08123C1915E This certification is intended as proof of meeting the requirements set forth in Weld County Code Section 23-11-350 through Section 23-11-400 Please note that no "encroachment" into the floodplain or floodway is planned The project involves only excavation of pits for the commercial extraction of gravel within the floodplam and/or floodway The 100 -year floodplain extent will be changed in some locations and extend to the pit wall This change will occur only on property leased by the permittee and will not impact any neighboring property owners I offer the following documentation in accordance with standard Engineering practice to support my findings Ragsdale Reservoirs Floodplain Modeling Technical Memorandum for South Platte River, Weld County, Colorado EME Solutions, Inc August 24, 2020 John L Jankousky, P E Registered Professional Engineer State of Colorado No 30941 Floodplain Modeling Technical Memorandum Ragsdale Reservoirs Table of Contents 1 OBJECTIVES 2 2 HEC-RAS MODEL Setup 2 2 1 Source of HEC-RAS Model 2 2 2 Topographic Mapping 3 2 3 Roughness Coefficients 3 3 Discharge Profiles 3 4 Hydraulic Modeling 3 4 1 Boundary Conditions 3 4 2 Modeling of Project Topography 3 4 3 HEC-RAS Model Results 4 4 4 Construction Plans and Bank and Pit Armoring 5 5 REFERENCES 6 TABLES Table 1 Comparison of Water Surface Elevations for Existing and Developed Conditions 4 FIGURES Figure 1 Property Lines and Legal Description Figure 2 Existing Conditions Map with HEC-RAS Cross Sections Figure 3 Proposed Conditions Map with HEC-RAS Cross Sections APPENDICES Appendix A Water Surface Profiles Appendix B Detailed Cross Section Information Appendix C Standard Table 1 and Standard Table 2 from the HEC-RAS Outputs Appendix D Construction Plans and Stream Bank and Pit Armoring Details 7 8 9 Page 1 Floodplam Modeling Technical Memorandum Ragsdale Reservoirs 1 OBJECTIVES To support a floodplain permit application for L G Everist, Inc (the Client) at the Ragsdale Reservoirs Project (the Site), EME Solutions, Inc (EME) performed floodplain modeling of the South Platte River in Weld County, Colorado The purpose of the floodplain modeling is to support a zero -rise certification for the floodway and floodplams (the floodway is not currently defined in the FEMA Flood Insurance Rate Map [FIRM]) A US Army Corps of Engineers (USACE) Hydrologic Engineering Center River Analysis System (HEC-RAS) modeling analysis for the 100 -year flood was performed for the South Platte River This modeling analysis was based on the current model provided by Weld County Planning and Building Department and generated by the Colorado Hazard Mapping Program (CHAMP) (see discussing in Section 2 1 below) The modeling effort required altering certain river cross sections to include the proposed gravel quarry pits 2 HEC-RAS MODEL SETUP This section describes the HEC-RAS model setup, including the source of the model, the cross sections relating to the Site, the topographic mapping used, and roughness coefficients 2.1 Source of HEC-RAS Model CHAMP prepared updated hazard information for the streams most affected by the September 2013 flooding in Colorado, including the South Platte River EME used HEC-RAS modeling inputs, which included hydrology, prepared for the South Platte River as part of CHAMP to model the river and floodplam at the Ragsdale Reservoirs Project site These modeling inputs were provided to EME by Weld County Planning and Building Department The Colorado Water Conservation Board (CWCB) is the lead agency coordinating the Colorado Hazard Mapping Program CWCB is working with AECOM, a nationally -recognized engineering firm, to conduct the technical work Federal Emergency Management Agency (FEMA) modeling for this section of the South Platte River was not available The floodplain delineation in the FIRM 08123C 1915E for the site was created by approximate methods and the floodplain is shown with no base flood elevations indicated This modeling effort focused on the area that includes the Ragsdale Reservoirs Project Site South Platte River, Reach SP_0, River Station 1584700 to River Station 1574472 (this includes three cross sections above and below the Site) The river station numbering indicates the river length in feet from a specified downstream location These cross-section numbers are presented in Table 1 in Section 4 3 Page 2 Floodplam Modeling Technical Memorandum Ragsdale Reservoirs 2.2 Topographic Mapping EME used digital topographic mapping provided by the Client to model the proposed gravel pits Effective flood hazard information throughout Weld County and its incorporated communities is based on the North American Vertical Datum (NAVD) of 1988 The detailed mapping at the Site matches this datum and the detailed mapping matched well with the model topographic contours 2.3 Roughness Coefficients In the CHAMP model, the Manning's n values for the stream reach were set at 0 035 for the main channels and 0 04 for most of the flood overbank areas, with a few limited flood overbank areas set at 0 02 and 0 1 EME used the Manning's n values as provided in the initial model 3 DISCHARGE PROFILES The CHAMP study for the South Platte River uses a steady flow discharge of 20,916 cubic feet per second (cfs) for the 100 -year peak discharge (1% annual chance event) for Reach SP_0 at the project site EME used this discharge to model the initial conditions and the proposed conditions 4 HYDRAULIC MODELING Hydraulic modeling for Reach SP_0 was conducted using HEC-RAS Version 5 0 7 (USACE Hydrologic Engineering Center 2019) Hydraulic modeling included analysis of the 1% annual chance flood (100 -year) event 4.1 Boundary Conditions Hydraulic analyses were conducted assuming subcritical, steady state flow conditions Consequently, boundary conditions were required only at the downstream end of the SP_0 reach of the South Platte River This boundary condition was set using a known water surface elevation for the downstream end of the reach 4.2 Modeling of Project Topography This modeling analysis required altering certain river cross sections to include the proposed gravel quarry pits The HEC-RAS model was run using both the existing topography used in the CHAMP study and the proposed topography based on the final reclamation contours for the Ragsdale Reservoirs Project Site Because of the depth of the pits, the pits were modeled as ineffective flow Page 3 Floodplain Modeling Technical Memorandum Ragsdale Reservoirs areas except for approximately the top two feet This is thought to be representative of the actual flow conditions in the pits which are about 40 feet deep The flow through these pits will be concentrated in the upper few feet 4.3 HEC-RAS Model Results The HEC-RAS model was run for the 100 -year flows for both the existing topography and the proposed topography (developed conditions) The 100 -year water surface elevations for the existing and developed conditions were evaluated in the modeled cross sections The model results indicate that no rise in water surface elevation is expected as a result of the construction of the Ragsdale Reservoirs Project See Table 1 below for a comparison of water surface elevations for the existing and developed conditions Table 1. Comparison of Water Surface Elevations for Existing and Developed Conditions River Station (Cross Section) Regulatory Water Surface Elevation without Pits (100 -year WSEL) (feet NAVD 88) Water Surface Elevation with Pits (100 -year WSEL) (feet NAVD 88) Change in Water Surface Elevation with Pits (feet) Comment 1584700 4863 42 4863 42 0 Upstream from pits 1584267 4863 13 4863 13 0 Upstream from pits 1584218 Upstream from pits 1584044 486132 4861 16 -0 16 Upstream from pits 1583721 4860 99 4860 73 -0 26 First cross section with pits 1582472 4858 60 4858 51 -0 09 1581472 4857 46 4857 42 -0 04 1580614 4855 56 4855 54 -0 02 1579851 4853 31 4853 17 -0 14 1578853 485128 485114 -014 1577871 4849 95 4849 92 -0 03 Last cross section with pits 1576839 4848 72 4848 72 0 Downstream from pits 1575472 4846 81 4846 81 0 Downstream from pits 1574472 4845 58 4845 58 0 Downstream from pits Page 4 Floodplain Modeling Technical Memorandum Ragsdale Reservoirs The results are presented above in Table 1 and in detail in the appendices Appendix A presents water surface profile information Appendix B presents detailed cross section information Appendix C presents Standard Table 1 and Standard Table 2 from the HEC-RAS outputs Within the HEC-RAS outputs, the existing topography without the pits is designated as Plan 02 and the developed conditions with the pits is designated as Plan 04 All of the data presented show the water surface elevations with the pits as equal or slightly lower than the existing condition water surface elevations without the pits The horizontal extents of the floodplains will change in some of the cross sections and extend to the pit wall This change will occur only on property leased by the permittee and will not impact any neighboring property owners See Figure 1 for the Site property lines and legal descriptions, Figure 2 for the existing conditions and Figure 3 for the post -project, developed conditions Revised floodplain lines are shown in green on Figure 3 4.4 Construction Plans and Bank and Pit Armoring The construction of the mine will proceed in accordance with the Mine Plan submitted to and approved by the Division of Mining Reclamation and Safety (DRMS) All activities will take place within the DRMS affected area (see Figures 1, 2, and 3) In accordance with the Mine Plan, the following requirements will be met (1) no material stockpiles or fill of any kind that exceed the pre -mining elevations will be placed within 150 of the river channel (2) Material stockpiles will be placed away from the South Platte River to the extent practicable (3) Any temporary stockpiles within the floodplain will be placed with the longitudinal axis parallel to the river, to encourage flow around the temporary stockpiles (4) Bank and pit armoring will occur as mining progresses (see the discussion in the paragraph below) The banks of the South Platte River were armored in the past by others The banks of the South Platte River are outside of the DRMS affected area, and no activities will take place along the stream banks The pit bank along the adjacent pit edge of each gravel pit will be armored to a depth below the stream thalweg See the attached drawings in Appendix E for the locations and details of the pit armoring These armoring plans are in accordance with Urban Drainage and Flood Control District guidelines (Urban Drainage and Flood Control District 2013) and discussions with DRMS personnel Page 5 Floodplain Modeling Technical Memorandum Ragsdale Reservoirs 5 REFERENCES FEMA 2016a. Federal Emergency Management Agency. FIRM Map Number 08123C 1915E, Revised January 20, 2016. FEMA 2016b. Flood Insurance Study, Weld County, Colorado, and Incorporated Areas. Flood Insurance Study Number 08123CV001A. Federal Emergency Management Agency. Revised January 20, 2016. CHAMP 2020. Colorado Hazard Mapping Program (CHAMP). Colorado Water Conservation Board. Accessed at https://coloradohazardmapping.com/story?county=b12d7e0f-3bb0-427a- 82bd-3db6e4f2de36. Urban Drainage and Flood Control District 2013. Technical Review Guidelines For Gravel Mining & Water Storage Activities Within or Adjacent to 100 -Year Floodplains. Prepared for Urban Drainage and Flood Control District by Wright Water Engineers, Inc. January 2013. USACE Hydrologic Engineering Center 2019. HEC-RAS Version 5.0.7 Software. US Army Corps of Engineers, Hydrologic Engineering Center. March 2019. Page 6 WEST AREA Parts of the NE4 NE4, NW; NE4, SWISE4, 5E45W4, NE4 5W t , NE4 NW4, AND SE+NW4, and all of the SE4NE4, SW, NE4, NEISE4, SE45E4, and NW: 5E4 of Section 18, AND Part of the NW4NE4 Section 19, Township 2 North, Range 67 West, 6th P.M., Weld County, Colorado EAST AREA Part of the NWISE4, Section 7, and all of the 51/4/4 of Section 8 and the NA/t of Section 19, Township 2 North, Range 67 West, 6th P.M., Weld County, Colorado. 100 -YEAR FLOODPLAIN PER FIRM WEST PROJECT AREA DRMS AFFECTED LANDS PROJECT PHASE LINES DASHED LINES INDICATE PARCELS SOUTH PLATTE RIVER CHANNEL \QWNER: APN: ANNON LAND CO. 13O918OO1OO7 • • • • OWNER: CANNON APN: 13O91 PROPERY OWNERS: CANNON LAND COMPANY, 3333 S. WADSWORTH BLVD, SUITE D-208 LAKEWOOD, CO 80277-5122 PLATTE VALLEY IRRIGATION CO. 3400 W 16TH STREET GREELEY CO 80634-6862 WEST AREA CONTAINS 365.4 ACRES EAST AREA CONTAINS 277.9 ACRES EAST PROJECT AREA DRMS AFFECTED LANDS WCR 22 1/2 LAND CO 8000003 1 s 1 e -N 3 t / \dm...,S ACCESS ROAD PHASE 1-A PHASE 3 OWNE"• CANNON LAND CO. APN: 13O918OOOOO4 • • I • • -T ( OWNER: CANNON LAND CO. APN: 1309119000005 lb ACCESS ROAD MAIN ACCESS ROAD (WCR 20) PHASE 6 PHASE 5 WCR 22 PHASE 4-B PHASE 4 N PHASE 4-A HIGHWAY 85 PROJECT PHASE LINES WCR 20 WNER: PLATTE VAL ' I APN: 13091 I y/ SCALE 1"=1000' FIGL. RE 1 - PROPERTY LINES AND LEGAL DESCRIPTION I Y IRRIGATION CO 000036 500 1000 2000 REVISIONS: DATE: PREPARED FOR. L.G. EVERIST INC. PROJECT RAGSDALE RESERVOIRS PREPARED BY. ENVIRONMENT, INC. STEVE O'BRIAN ENVIRONMENT-INC©OUTDRS.NET AND EME SOLUTIONS, INC. JOHN JANKOUSKY __ JOHN JANKOUSKY@EME-SOLUTIONS COM WEST AREA Parts of the NEINEI--, NW4NE;, SW4SE4, SE+SW4, NE35W4, NE4NWI, AND SE+NWI, and all of the SE--NE4, SW,INEL NE -SE4, SEISE", and NW45E4 of Section 18, AND Part of the NW4NE4 Section 19, Township 2 North, Range 67 West, 6th P.M., Weld County, Colorado KEY R FLOODPLAIN PER FIRM FLOODPLAIN WITH PITS HEC-RAS CROSS SECTION HEC-RAS BANK STATION SOUTH PLATTE RIVER CHANNEL MAJOR CONTOUR MINOR CONTOUR w. 5852 BASE FLOOD ELEVATION 1573539 1 r 57/1472 3539 1&14472 75472 39 157781 157885 i'aia72 A 1583721 *N\ 4848 4850 PROPERY OWNERS CANNON LAND COMPANY, 3333 S. WADSWORTH BLVD, SUITE D-208 LAKEWOOD, CO 80277-5122 PLATTE VALLEY IRRIGATION CO. 3400 W 16TH STREET GREELEY CO 80634-6862 WEST AREA CONTAINS 365.4 ACRES EAST AREA CONTAINS 277.9 ACRES NOTE: ALL ELEVATIONS IN NAVD-88 Ns 100 -YEAR FLOODPLAIN PER FIRM WEST PROJECT AREA DRMS AFFECTED LANDS PROJECT PHASE LINES 4852 4854 SOUTH PLATTE RIVER CHANNEL 4858 -a__ 4860 1 A •••3/4„..A V a s� 50• 1000 SCALE 1;t1000' co FIGURE 2- EXISTING CONDITIONS MAP WITH HEC-RAS CROSS SECTIONS REVISIONS: DATE: PREPARED FOR L G. EVERIST INC. PROJECT RAGSDALE RESERVOIRS PREPARED BY ENVIRONMENT, INC. STEVE O'BRIAN ENVIRONMENT-INC@OUTDRS.NET AND EME SOLUTIONS, INC. JOHN JANKOUSKY JOHN JANKOUSKY@EME-SOLUTIONS.COM WEST AREA Parts of the NEINE4, NW4NE4, SWISE4, SE4SW4, NE SW4, NEINW4, AND SEINW4, and all of the SE. NE4 SWrNE4 NE4SE4, SE:SE4, and NWISE.1 of Section 18, AND Part of the NWINE4 Section 19, Township 2 North, Range 67 West, 6th P.M., Weld County, Colorado n 1573539 L 57A 472 • 5852 1N,3539 154472 KEY FLOODPLAIN PER FIRM FLOODPLAIN WITH PITS HEC-RAS CROSS SECTION HEC-RAS BANK STATION SOUTH PLATTE RIVER CHANNEL MAJOR CONTOUR MINOR CONTOUR BASE FLOOD ELEVATION 1 75472 157781 157885 I 1579 A ( a PROPERY OWNERS CANNON LAND COMPANY, 3333 S. WADSWORTH BLVD, SUITE D-208 LAKEWOOD, CO 80277-5122 PLATTE VALLEY IRRIGATION CO 3400 W 16TH STREET GREELEY CO 80634-6862 WEST AREA CONTAINS 365 4 ACRES EAST AREA CONTAINS 277 9 ACRES NOTE ALL ELEVATIONS IN NAVD-88 Ns 100 -YEAR FLOODPLAIN PER FIRM WEST PROJECT AREA DRMS AFFECTED LANDS 4B48 4850 PROJECT PHASE LINES 4852 100 -YEAR FLOODPLAIN WITH PITS 4856 24 1\81472 5 _185. SOUTH PLATTE RIVER CHANNEL 4858 1583721 4860 • A 500,_ 1000 2000 SCALE 1:x1000' FIGURE 3 - PROPOSED CONDITIONS MAP WITH HEC-RAS CROSS SECTIONS REVISIONS: PREPARED FOR: L G EVERIST INC PROJECT RAGSDALE RESERVOIRS PREPARED BY ENVIRONMENT, INC STEVE O'BRIAN ENVIRONMENT-INC@OUTDRS.NET AND EME SOLUTIONS, INC. JOHN JANKOUSKY JOHN JANKOUSKY@EME-SOLUTIONS COM Floodplain Modeling Technical Memorandum Ragsdale Reservoirs Appendix A. Water Surface Profiles Profile - Plan 02 - Existing Conditions Profile - Plan 04 - Developed Condition with Pits Pit stations from 1583721 to 1577871 Floodplam Modeling Technical Memorandum Ragsdale Reservoirs Appendix B Detailed Cross Section Information Cross Sections - Plan 02 - Existing Conditions Legend WS 1% ■ Ground • Ineff Bank Sta Legend WS 1% ■ Ground A Ineff • Bank Sta Cross Sections - Plan 02 - Existing Conditions Legend WS 1% • Ground —A- Ineff is Bank Sta Legend WS 1% Ground Ineff i Bank Sta Cross Sections - Plan 02 - Existing Conditions SP_0-Ragsdale Plan: Plan 02 8/24/2020 River = SouthPlatteRiver Reach = SP_O RS = 1583721 48701 4850- 4840 1 I. s. .04 I .1 -.04 >, 0 3 5 a I r I 0 2000 4890- 4880- 4870- Le - 0 1 4860-- a'� w. 4850- 4840- 4830 .04 ■ i I • .02 4000 6000 Station (ft) SP_0-Ragsdale Plan: Plan 02 River = SouthPlatteRiver Reach = SP_0 .04 --- x< .02 4 0 3 5 Legend WS 1% ■ Ground • Ineff • Bank Sta 8000 10000 8/24/2020 RS = 1582472 . k .04 1 • I I I 0 2000 r i I T I 4000 6000 Station (ft) I I r Legend WS 1% Ground I neff • Bank Sta 8000 10000 Cross Sections - Plan 02 - Existing Conditions Legend WS1% ■ Ground A Ineff • Bank Sta Legend WS 1% Ground -A Ineff • Bank Sta Cross Sections - Plan 02 - Existing Conditions 4-0 c 0 4- cv a) w 4880— '4194 4870 4860- 4850- 4840- 4830 .04 SP_0-Ragsdale Plan: Plan 02 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1579851 .1 . ‹c1 .04 0 3 5 r T T 0 4890- 4880- 4870 4860 c 0 4- ct a) El 4850- 4840H 4830- 4820 .04 - I I 2000 4000 6000 Station (ft) SP_0-Ragsdale Plan: Plan 02 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1578853 01� 3 5 .04 Legend WS 1% i Ground ----A Ineff • Bank Sta 8000 0 1 1 T 2000 4000 i Station (ft) 1 , I 6000 8000 1 Legend WS1% Ground Ineff • Bank Sta 10000 Cross Sections - Plan 02 - Existing Conditions Legend WS 1% i Ground • Ineff • Bank Sta Legend WS1% ■ Ground a- Ineff * Bank Sta Cross Sections - Plan 02 - Existing Conditions SP_0-Ragsdale Plan: Plan 02 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1575472 4865 4860- 4855 - it 4850- aa w c 0 a) w 4845- 4840- 4835 .04 5 e'l. I I .04 0 2000 4860- 4855- 4850- 4845- 4840- 4835 _ 0 .04 4000 Legend WS 1% ■ Ground Ineff • Bank Sta 6000 8000 Station (ft) SP_0-Ragsdale Plan: Plan 02 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1574472 r r r .1 o. F.1 3 5 .04 I I I i I I T I T I I I I 1 2000 4000 6000 Station (ft) T I I I I I Legend WS 1% • Ground Ineff • Bank Sta 8000 10000 Cross Section Tables - Plan 02 - Existing Conditions Plan Plan 02 SouthPlatteRiver SP_0 RS 1584700 Profile 1% E G Elev (ft)_ 4863 62 Element _ ', Left OB - Channel Right OB Vel Head (ft) ,,^ 0 20 Wt n -Val " ^ 0 034 0 035 0 099 W'S `Elev,(ft) 4863 42 Reach Len ,(ft) 151 98 433 00 469 21 Cnt W S ..(ft) L_ 4862 48 Flow Area (sq ft) 5240 91 1265 93 318 12 E G Slope (ft/ft), 0 001418 Area (sq ft) " 5299 02 1265 93 318 12 Q Total (cfs) 20916 00 Flow (cfs) ` - 14248 24 6407 80 259 96 'Top Width' (ft) „ - 4478 46 Top Width (ft) . _ 4057 99 223 93 196 54 Vel Total (ft/s)"- ' 3 06 Avg Vel (ft/s) ' 2 72 5 06 0 82 Max Chl Dpth (ft) 6 96 Hydr Depth (ft) _ _ 1 33 5 65 1 62 Cony Total (cfs) 555492 0 Conv (cfs) ' 378408 1 170179 8 6904 1 Length Wtd (ft) '-` 237 56 Wetted Per ,(ftr 3949 57 224 67 197 06 Min Ch El (ft) _, , 4856 46 Shear (lb/sq ft)- x _ 0 12 0 50 0 14 Alpha `; 1 37 Stream Power (lb/ft s) �' 0 32 2 52 0 12 Frctn Loss (ft) ' '` 0 32 Cum Volume (acre -ft) ' _ 8210 73 2607 51 3521 86 C & E Loss (ft) -- 0 01 Cum SA (acres) 4078 08 450 40 2710 36 Plan Plan 02 SouthPlatteRiver SP_0 RS 1584267 Profile 1% E G Elev,(ft) 4863 29 Element : , ' ,, Left OB . Channel -_ Right OB Vel Head (ft) _° ' ' 0 16 Wt ,n -Val __ ,, _ 0 034 0 035 0 040 'W S Elev (ft) _ 4863 13 Reach Len (ft) 227 45 223 00 222 30 Cnt W S (ft) - 4862 07 Flow Area (sq ft) 5742 95 1372 25 0 25 E G Slope (ft/ft) 0 001259 Area (sq ft) 6015 42 1372 25 0 25 Q Total (cfs) ,, 20916 00 Flow (cfs)`- r 14878 68 6037 19 0 13 'Top Width (ft) 4586 27 Top Width (ft) ' 4312 16 273 34 0 77 ,Vel Total (ft/s) 2 94 ' Avg Vel (ft/s) 2 59 4 40 0 52 Max Chl-Dpth (ft) 6 24 Hydr Depth --(ft) 1 45 5 02 0 33 Cony Total (cfs) 589380 7 Cony (cfs) _ -- 419258 3 170118 6 3 7 Length Wtd (ft) ' 223 00 Wetted Per (ft) - 3956 85 275 01 1 01 Min Ch El (ft) 4857 40 Shear (lb/sq ft) - 0 11 0 39 0 02 Alpha ' 1 20 Stream Power (lb/ft s) 0 30 1 73 0 01 Frctn Loss (ft) : Cum Volume (acre -ft) 8190 99 2594 40 3520 14 C & E Loss (ft) Cum SA (acres) 4063 48 447 92 2709 30 Plan Plan 02 SouthPlatteRiver SP_0 RS 1584044 Profile 1% E G Elev (ft); - 4862 06 Element, 'i '' ' • ''Left OB ,~ Channel `Right OB Vel Head (ft) _ - ' 0 75 Wt' n -Val ` r < 0 064 0 035 0 040 WS Elev.(ft) ' - 4861 32 Reach Len" (ft) 383 16 323 00 339 92 Cnt W S'(ft) F . 4857 14 Flow Area (sq ft) _ 1210 68 2688 14 15 87 E G Slope (ft/ft) 0 001356 'Area (sq ft) ' ' - 1595 73 2688 14 227 88 Q Total (cfs) < 20916 00 Flow (cfs) ' '- 1544 15 19337 78 34 07 Top Width (ft) 2272 23 Top Width (ft) ` - 1947 20 269 22 55 81 Vel Total-(ft/s) - 5 34 Avg Vel (ft/s) - _ 1 28 7 19 2 15 Max Chl Dptl (ft) 13 46 Hydr Depth (ft) 0 76 9 98 2 51 Cony Total (cfs) 568083 1 Cony '(cfs) - - 41939 3 525218 4 925 4 -Length Wtd (ft) _ , 331 43 Wetted Per (ft) - ' _ 1603 64 272 28 8 07 Mm Ch El (ft) - 4847 86 Shear (lb/sq ft) 0 06 0 84 0 17 Alpha 1 68 Stream Power (Ib/ft s) 0 08 6 01 0 36 Frctn Loss' (ft) , 0 47 Cum Volume (acre -ft) 8190 99 2551 26 3520 14 C & E Loss (ft) 0 13 Cum SA (acres) _ , ' 4047 14 446 54 2709 15 Cross Section Tables - Plan 02 - Existing Conditions Plan Plan 02 SouthPlatteRiver SP_0 RS 1583721 Profile 1% E G Elev (ft) _ 4861 46 Element , ' , Left OB _ Channel - Right OB Vel'Heatl (ft).,,--' 0 48 Wt n -Val 0 050 0 035 0 040 ,W S Elev (ft) '' 4860 99 " Reach Lenr-(OY' '- 793 29 1249 00 1265 53 Cnt W S (ft) °, " `- _ 4858 31 Flow Area` (sq ft) ,, , 3476 13 2521 93 488 31 E G Slope (ft/ft) .__ 0 001469 Area,(sq ft) --. 3515 96 2521 93 924 72 Q Total (cfs) = _ 20916 00 Flaw (cfs)--'' 4042 19 15928 94 944 87 Top Width (ft) = 5644 58 Top Width eft) - 4837 44 325 47 481 66 Vel Total (ft/s) 3 22 Avg- Vel (ft/s) - r" 1 16 6 32 1 93 Max ChiDpth (ft) 12 10 Hydr Depth -(ft) 0 74 7 75 1 27 Cony Tofal'(cfs) - 545698 5 Cony (cfs) ,_" - 105460 9 415586 0 24651 6 Length Wtd (ft) _ 1205 67 Wetted Per- (ft) _ 4729 84 329 79 387 09 Min Ch EI"(ft) -, 4848 88 Shear (lb/e4 ft) ' 0 07 0 70 0 12 'Alpha > 2 96 Stream Power (lb/ft s) 0 08 4 43 0 22 Frctn Loss (ft) v 2 08 Cum Volume (acre -ft) 8168 51 2531 95 3515 65 C & Eloss',(ft) ' 0 03 Cum Sk(acres) 4017 30 444 33 2707 05 Plan Plan 02 SouthPlatteRiver SP_0 RS 1582472 Profile 1% E G Elev (fti 4859 36 Element f Left OB --Channel Right-OB Vel Head (ft) 0 76 Wt n -Val✓ 0 100 0 035 0 045 W S Elev (ft) - 4858 60 Reach Len (ft) = 997 94 1000 00 838 82 Cnt W S (ft) 4857 98 Flow Area (sq ft) - 198 92 1995 66 2236 15 E G Slope,(ft/ft) - 0 002087 Area(sq ft),-, 199 30 1995 66 2430 91 Q Total,(cfs) 20916 00 Flow (cfs)' 147 65 15853 28 4915 06 Top Width (ft)' - 1981 98 Top Width,(ft) _,' " - r 225 63 237 86 1518 49 Vel Total (ft/s) 4 72 Avg Vel (ftis) - , = 0 74 7 94 2 20 Max ChI Dpth (ft)_ , 12 00 Hydr Depth (ft) _ 0 90 8 39 1 52 Cony Total (cfs) _ 457888 3 Cony (cfs) -, - 3232 4 347056 4 107599 4 -Length Wtd (ft) - 966 29 -Wetted Per `(ft) 220 55 240 72 1479 61 Mm Ch El (ft) - 4846 59 Shear (lb/sq ft) 0 12 1 08 0 20 Alpha - `_ 2 20 Stream Power (Ib/fts) - 0 09 8 58 0 43 Frctn Loss (ft) 1 47 Cum Volume (acre -ft) 8134 68 2467 18 3466 90 C & E Loss (ft) - ; 0 14 Cum SA (acres) ` ,_ 3971 20 436 25 2678 00 Plan Plan 02 SouthPlatteRiver SP 0 RS 1581472 Profile 1% -E G EIev (ft)- 4857 74 Element ,% "" ` Left OB „-CtianrSel , Right OB Vel Head (ft) ' ` ` 0 28 Wt n -Val ; _- 0 046 0 035 0 040 W S Elev (ft) _ 4857 46 -Reach Len (ft) • , 1043 76 858 00 839 06 Cnt W S (ft)-_, 4856 58 Flow Area (sq ft) a 3941 24 2113 79 2332 45 E G Slope (ft/ft) - 0 000965 Area (sq ft)' - _ , ` ` 3941 24 2113 79 2512 07 Q Total (cfs)- 20916 00 Flow (cfs) _ ' - 5432 16 11721 75 3762 09 Top Width (ft) _ " 5383 22 Top Width (ft) 3459 66 242 56 1681 00 Vel Total(ft%s) 2 49 Avg Vel (ft/s) , 1 38 5 55 1 61 Max Chi Dpth (ft) 11 84 Hydr Depth (ft) 1 14 8 71 1 42 Cony Tota1(cfs) _ 673345 2 Cony (cfs), 174876 7 377356 2 121112 3 Length,Wtd '(ft) 892 23 Wetted Per `(ft) ' - 3465 11 245 14 1638 71 Mm Ch El (ft); i 4845 62 Shear(lb/sq ft) 0 07 0 52 0 09 Alpha K 2 93 Stream Power (lb/ft s) 0 09 2 88 0 14 Frctn Loss (ft)" - _ - 1 37 Cum Volume (acre -ft) , 8087 25 2420 01 3419 31 C & E Loss (ft) `,- 0 05 Cum SA (acres). - 3928 98 430 74 2647 19 Cross Section Tables - Plan 02 - Existing Conditions Plan Plan 02 SouthPlatteRiver SP_0 RS 1580614 Profile 1% E G Elev (ft)- ' 4856 32 Element , -' _ ' Left OB '1 Channel '_ Right OB Vel Head (ft) , 0 76 Wt n -Val '- 0 085 0 035 0 040 ' W S Elev,(ft); - ' 4855 56 Reach Len eft) ,'- 1127 23 763 00 578 68 Cnt W S `(ft)- ; 4855 56 Flow Area (sq ft) -' 1443 99 1295 04 2120 18 E G"Slope (ft/ft) ', ; 0 003789 Area (sq ft) - , 1443 99 1295 04 2223 45 Q Total (cfs) 20916 00 Flow (cfs) �, - , 3267 91 11689 94 5958 15- o Top Width (ft)_,-- _ 2950 30 Top Width (ft) „ _- 931 17 200 12 1819 01 Vel Total (ft/s)-f, 4 30 Avg Vel ,.(ft/s) - : = _ 2 26 9 03 2 81 Max Chl Dpth (ft) 7 87 Hydr Depth (ft) , 1 55 6 47 1 19 Cony Total (cfs) _ 339814 6 Cony (cfs) '" 53092 6 189922 3 96799 8 Length Wtd (ft) ' = Wetted Per (ft) _ 935 49 201 71 1786 59 Min Ch El (ft) - - 4847 69 Shear (lb/sq ft) - ` 0 37 1 52 0 28 Alpha 2 62 Stream Power (lb/ft s) ,' 0 83 13 71 0 79 Frctn Loss (ft) Cum Volume (acre -ft) _'' 8022 73 2386 44 3373 70 C & E Loss'(ft) ` Cum SA (acres) ' - 3876 38 426 38 2613 48 Plan Plan 02 SouthPlatteRiver SP_0 RS 1579851 Profile 1% E G Elev (ft) 4853 58 Element, _ • — Left OB ' ,. Channel Right OB Vel Head (ft) , - 0 26 Wt n -Val - 0 042 0 035 0 065 W S- Elev (ft) - _ - 4853 31 Reach,Len (ft) ' 1134 15 998 00 958 26 Cnt W S (ft) 4852 11 Flow Area (sq ft) 4406 66 1151 81 652 74 E G Slope (ft/ft) 0 001934 Area (sq ft) _- - , 4406 66 1151 81 679 59 Q Total (cfs) , 20916 00 Flow (cfs) " c 13581 24 6670 91 663 85 'Top Width (ft) 3425 92 Top Width (ft) ' ' _ 2230 72 207 99 987 22 Vel Total' (ft/s) 3 37 Avg VeI (ft/s) - -, t 3 08 5 79 1 02 Max Chl Dpth (ft) 9 32 Hydr Depth (ft) 1 98 5 54 0 68 Cony Total (cfs)' 475574 9 Cony ,(cfs) ` _ - 308801 7 151679 0 15094 2 Length Wtd (ft) 1079 79 Wetted -Per (ft) -= - 2238 93 210 84 956 81 Min Ch El (MI 4843 99 Shear (Ib/sq'ft) , - _ 0 24 0 66 0 08 Alpha = 1 49 Stream Powe& (lb/ft s) - 0 73 3 82 0 08 Frctn Loss (ft) _ 2 00 Cum Volume (acre -ft) r_ 7947 03 2365 01 3354 42 C & E Loss (ft) 0 00 Cum SA (acres) , - - 3835 47 422 81 2594 84 Plan Plan 02 SouthPlatteRiver SP 0 RS 1578853 Profile 1% E G Elev (ft) - 4851 58 Element : �' , ;' , Left OB ' Channel Right OB Vel Head (ft) 0 30 Wt` n -Val , - " 0 041 0 035 0 044 W S Elev (ft) - - 4851 28 Reach Len (ft) - 873 58 982 00 863 31 Cnt W S ' (ft), - 4850 77 Flow Area (sq ft) 5137 58 1400 33 366 06 E G Slope (ft/ft) - 0 001763 Area (sq ft) _ ' 5137 58 1400 33 1056 50 Q Total `(cfs) 20916 00 Flow (cfs) - - - - 11837 36 8749 08 329 56 Top Width (ft)- 5195 06 Top Width (ft) _ — 3426 47 211 99 1556 61 Vel Total (ft/s) - 3 03 Avg Vel (ft/s) , 2 30 6 25 0 90 Max Chl Dpth (ft) 8 96 Hydr' Depth (ft) -' 1 50 6 61 0 40 Cony Total,(cfs) 498164 1 Cony (cfs),: _ 281934 9 208380 0 7849 2 Length Wtd ' (ft) ,, 914 36 Wetted Per (ft) 3434 84 213 39 922 96 Min Ch El (ft)- ` 4842 32 Shear (lb/sq ft)-=, 0 16 0 72 0 04 Alpha 2 11 Stream' Power (lb/ft s) ' 0 38 4 51 0 04 Frctn Lois (ft), - 1 45 Cum Volume (acre -ft) 7822 78 2335 77 3335 32 C & E Los^(ft) - 0 05 Cum SA (acres) - 3761 82 418 00 2566 86 Cross Section Tables - Plan 02 - Existing Conditions Plan Plan 02 SouthPlatteRiver SP_0 RS 1577871 Profile 1% E G Elev (ft) , 4850 08 Element Left OB Channel Right OB Vel Head (ft) 0 13 Wt `n -Val c 0 040 0 035 0 040 W S Elev (ft) - ` 4849 95 Reach Len (ft) , ' 744 54 1032 00 838 08 Cnt W S (ft) 4849 04 Flow Area (sq ft) 5664 59 1852 20 875 86 E G Slope (ft/ft) 0 001402 Area (sq ft) 5664 59 1852 20 950 09 Q Total (cfs) 20916 00 Flow (cfs) ;- 12777 17 7114 42 1024 41 Top Width (ft) 5175 82 Top Width -(ft) 3121 82 486 46 1567 54 Vel Total (ft/s) 2 49 Avg Vel'(ft/s) 2 26 3 84 1 17 Max Chl Dpth (ft) 11 28 Hydr Depth'(ft) 1 81 3 81 0 59 Cony Total (cfs) 558569 7 Cony (cfs) 341219 3 189993 2 27357 3 Length Wtd (ft) 850 38 Wetted Per (ft) 3125 56 493 18 1475 05 Min Ch El (ft) 4838 67 Shear (lb/sq ft) 0 16 0 33 0 05 Alpha 1 32 Stream Power (Ib/ft s) , 0 36 1 26 0 06 Frctn Loss (ft) 1 17 Cum Volume (acre -ft) 7714 46 2299 11 3315 44 C & E_Loss (ft) 0 01 Cum SA (acres) 3696 16 410 12 2535 91 Plan Plan 02 SouthPlatteRiver SP_0 RS 1576839 Profile 1% E G Elev (ft) 4848 90 Element ,! Left OB , Channel Right OB Vel Head (ft) , 0 19 Wt n -Val 0 041 0 035 0 052 W S Elev (ft) 4848 72 Reach Len (ft) 1153 20 1367 00 1300 00 Cnt W S (ft) 4848 05 Flow Area (sq ft) 5791 58 1435 49 1326 69 E G Slope (ft/ft) 0 001341 Area (sq ft) 5791 58 1435 49 1346 99 Q Total (cfs) 20916 00 Flow (cfs).' 11866 70 7427 21 1622 09 Top Width (ft) 5239 98 Top Width'(ft) 3524 38 232 71 1482 89 Vel Total (ft/s) 2 45 Avg Vel' (ft/s) 2 05 5 17 1 22 Max Chl Dpth (ft) 8 97 Hydr 'Depth (ft) 1 64 6 17 0 91 Cony Total (cfs) 571221 4 Cony (cfs) 324082 7 202839 2 44299 6 Length Wtd (ft) 1229 87 Wetted Per (ft) 3529 31 236 41 1456 88 Min Ch El (ft) 4839 75 Shear (lb/sq ft) 0 14 0 51 0 08 Alpha 2 01 Stream,Power,(lb/ft s) 0 28 2 63 0 09 Frctn Loss (ft) 1 91 Cum Volume (acre -ft) 7616 56 2260 17 3293 34 C & E Loss (ft) 0 01 Cum SA (acres) 3639 36 401 60 2506 56 Plan Plan 02 SouthPlatteRiver SP 0 RS 1575472 Profile 1% E G Elev (ft) ` 4846 98 Element E Left OB _'Channel Right OB Vel Head (ft) ' 0 17 Wt n -Val' , 0 040 0 035 0 057 W S Elev (ft) 4846 81 Reach Len (ft) - 806 48 1000 00 962 34 -Cnt W S (ft) 4845 93 Flow Area (sq ft) 4935 78 1164 21 1317 28 E G Slope'(ft/ft) 0 001854 Area (sq ft) 4935 78 1164 21 1326 98 Q Total (cfs) , 20916 00 Flow(cfs) , , 13960 77 5373 43 1581 80 Top Width (ft) 5223 20 Top Width (ft) 2929 25 287 51 2006 43 Vel Total (ft/s) - 2 82 Avg Vel (ft/s)- 2 83 4 62 1 20 Max Chl Dpth (ft) 8 59 Hydr Depth,(ft) 1 69 4 05 0 66 Cony Total (cfs) 485769 8 Cony (cfs) - 324236 0 124796 8 36737 0 Length Wtd (ft) ' 874 84 Wetted Per (ft) 2931 99 290 18 1984 44 Min Ch El (ft) 4838 22 Shear (lb/sq ft) 0 19 0 46 0 08 Alpha - 1 37 Stream Power (lb/ft s) 0 55 2 14 0 09 Frctn Loss (ft) 1 28 Cum Volume (acre -ft) 7474 56 2219 37 3253 44 C & E Loss (ft) - 0 02 Cum SA (acres) 3553 93 393 44 2454 49 Cross Section Tables - Plan 02 - Existing Conditions Plan Plan 02 SouthPlatteRiver SP 0 RS 1574472 Profile 1% E G 'Elev (ft) - 4845 69 Element,, -- , " : -Left OB Channel Right OB Vel Head (ft) -. 0 11 Wt n -Val _ , = _ 0 043 0 035 0 041 W S Elev (ft) -,e, 4845 58 'Reach L'en (ft) 673 47 933 00 1060 61 Cnt W S '(ft) , 4844 40 Flow Area (sq ft) " 5779 40 1231 08 2797 95 E G Slope (ft/ft) ' 0 001064 Area (sq ft) - 5779 40 1231 08 2801 87 Q Total (cfs)` _. 20916 00 Flow (cfs) 12036 12 5023 24 3856 65 Top Width (ft)' 6284 93 Top Width (ft) 3144 20 241 57 2899 16 Vel Total (ft/s) ', 2 13 Avg Vel (ft/s) -` ✓ I' _ 2 08 4 08 1 38 Max Chl Dpth (ft) , 7 89 Hydr, Depth (ft) 1 84 5 10 0 97 Cony Total (cfs) - 641117 0 Cony (cfs) , - 368931 0 153972 2 118213 8 Length Wte(ft) 830 14 Wetted Per, (ft) - 3147 49 243 47 2886 56 Mm Ch El (ft) _ , , 4837 69 Shear(Ib/sq ft), " 0 12 0 34 0 06 Alpha ' `; ' 1 51 Stream Power (lb/ft s) 0 25 1 37 0 09 Frctn Loss (ft) 0 76 Cuni Volume (acre -ft) f 7375 37 2191 88 3207 83 C & E Loss (ft) 0 00 Cum SA (acres) , 3497 71 387 37 2400 31 Cross Sections - Plan 04 - Developed Condition with Pits Legend WS 1% ■ Ground • Ineff * Bank Sta Legend WS 1% ■ Ground A Ineff • Bank Sta Cross Sections - Plan 04 - Developed Condition with Pits Legend WS 1% ■ Ground A Ineff • Bank Sta Legend WS1% ■ Ground Ineff • Bank Sta Cross Sections - Plan 04 - Developed Condition with Pits Legend WS 1`)/0 ■ Ground Ineff • Bank Sta Legend WS 1% ■ Ground • Ineff • Bank Sta Cross Sections - Plan 04 - Developed Condition with Pits SP_0-Ragsdale Plan: Plan 04 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1581472 .04 )-( .1 �.� M4 4890 0 4880 4870 E 4860 c O Co aB E 4850 4840 4830- 4820 _ 0 3 5 4890- 4880' 4870~ g 4860- c o - a) w 4850 - 4840- 4830 4820 _ 6000 2000 4000 Station (ft) SP_0-Ragsdale Plan: Plan 04 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1580614 .04 .02 H.H .1 A . 4 .04 0 0 4 3 5 r Legend WS 1% ■ Ground A Ineff • Bank Sta 8000 I r T Legend WS1% ■ Ground Ineff • Bank Sta 0 1000 2000 3000 4000 5000 6000 7000 8000 Station (ft) Cross Sections - Plan 04 - Developed Condition with Pits SP_0-Ragsdale Plan: Plan 04 8/24/2020 River = SouthPlatteRiver Reach = SP_0 RS = 1579851 Legend WS 1% ■ Ground A Ineff • Bank Sta Legend WS 1% ■ Ground A Ineff • Bank Sta Cross Sections - Plan 04 - Developed Condition with Pits Legend WS 1% ■ Ground A I neff • Bank Sta Legend WS1% ■ Ground -A I neff • Bank Sta Cross Sections - Plan 04 - Developed Condition with Pits SP_0-Ragsdale Plan: Plan 04 8/24/2020 River = SouthPlatteRiver Reach = SP_O RS = 1575472 Legend WS 1% ■ Ground A Ineff • Bank Sta Legend WS1% Ground A Ineff • Bank Sta Cross Section Tables - Plan 04 - Developed Condition with Pits Plan Plan 04 - PITS -2 SouthPlatteRiver SP 0 RS 1584700 Profile 1% E G -Elev (ft),,, 4863 62 Element'.', , - Left OB , -Channel _ " Right OB Vel Head (ft) - 0 20 Wt n -Val ; - - 0 034 0 035 0 099 ,W S Elev (ft) - 4863 42 Reach Len (ft) _ ` 151 98 433 00 469 21 Cnt W S (ft) ', " _ 4862 48 Flow Area (sq ft) ` 5240 91 1265 93 318 12 E G Slope (ft/ft) -, 0 001418 Area (sq ft)< < - —. , 5299 02 1265 93 318 12 Q Total (cfs) . " 20916 00 Flow (cfs) - 14248 24 6407 80 259 96 Top Width (ft) 4478 46 Top Width (ft) , 4057 99 223 93 196 54 Vel Total (ft/s) 3 06 Avg Vel (ft/s) _ 2 72 5 06 0 82 Max Chl Dpth (ft) ° 6 96 Hydr-Depth (ft) 1 33 5 65 1 62 Cony Total (cfs) 555492 0 Cony (cfs) - - 378408 1 170179 8 6904 1 Length Wfd (ft) 237 56 Wetted Per _(ft) - 3949 57 224 67 197 06 Mm Ch El (ft) - 4856 46 Shear (lb/sq ft); ,i 0 12 0 50 0 14 Alpha - 1 37 Stream Power (1b/ft s) 0 32 2 52 0 12 Frctn Loss`(ft) _ 0 32 Cum Volume (acre -ft) - 8168 57 2603 40 10414 65 C & E Loss (ft)- 0 01 Cum SA (acres) r 4061 08 450 36 2790 84 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1584267 Profile 1% E G Elev (ft) 4863 29 Element ,; = Left OB " Channel Right OB Vel Head (ft) 0 16 Wt n -Val _�- 0 034 0 035 0 040 W S Elev (ft) 4863 13 Reach Len (ft) ' 227 45 223 00 222 30 Cnt W S (ft) 4862 07 Flow Area (sq ft) - 5742 95 1372 25 0 25 E G Slope (ft/ft) `- 0 001259 Area (sq ft)` , _ - 6015 42 1372 25 0 25 Q Total (cfs) ( _ 20916 00 Flow (cfs) ,' 14878 68 6037 19 0 13 Top Width (ft) - 4586 27 Top Width (ft) __- 4312 16 273 34 0 77 ,Vel Total (ft/s) 2 94 Avg- Vel (ft/s) ,--" - 2 59 4 40 0 52 Max'Chl`Dpth`(ft) - 6 24 Hydr Depth -(ft) , - - 1 45 5 02 0 33 Cony Total (cfs)„, 589380 7 Cony (cfs) -'x' 419258 3 170118 6 3 7 Length Wtd (ft) 223 00 Wetted Per(ft)_ ` ;- 3956 85 275 01 1 01 Mm Ch El (ft) -- 4857 40 Shear (lb/sq ft) 0 11 0 39 0 02 Alpha - 1 20 Stream Power (1b/ft s) 0 30 1 73 0 01 -Frctn Loss (ft) - Cum Volume (acre -ft) 8148 83 2590 29 10412 93 C & E Loss (ft) - - Cum SA (acres) 4046 48 447 89 2789 77 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1584044 Profile 1% E G Elev (ft) ,' 4861 96 Element -, Left OB _ ;Channel , "Right OB Vel Head (ft), - 0 80 Wt n -Val _ 0 066 0 035 0 040 W S' Elev (ft) , - 4861 16 Reach Len ,(ft) 383 16 323 00 339 92 Cnt W S (ft) : 4857 14 Flow Area (sq' ft) 990 34 2644 63 14 87 E G Slope (ft/ft)" 0 001465 -Area (sq ft) _ "-- 1319 62 2644 63 218 93 Q Total (cfs) - 20916 00 Flow (cfs) _ _ 1318 43 19565 10 32 47 Top Width (ft) 1793 23 Top Width"(ft)-- 1469 03 269 22 54 99 Vel Total (ft/s) 5 73 Avg Vel (ft/s) 1 33 7 40 2 18 Max ChI Dpth (ft) - 13 30 Hydr Depth (ft)' - 0 88 9 82 2 43 Cony Total (cfs) 546417 2 Cony (cfs) _ 34443 2 511125 8 848 3 Length Wtd (ft) -- 329 31 Wetted Per (ft) - - 1132 90 272 28 7 81 Mm Ch El(ft) 4847 86 Shear (lb/sq-ft) 0 08 0 89 0 17 Alpha b 1 56 Stream Power (Ili/ft s) ' 0 11 6 57 0 38 Frctn Loss (ft) +-= 0 53 Cum Volume (acre -ft) , 8148 83 2547 16 10412 93 C & E Loss (ft) = 0 11 Cum SA -(acres) 4031 39 446 50 2789 63 Cross Section Tables - Plan 04 - Developed Condition with Pits Plan Plan 04 - PITS -2 SouthPlatteRiver SP 0 RS 1583721 Profile 1% E G Elev (ft) 4861 32 Element - _ ' Left OB Channel Right OB Vel Head (ft): 0 59 Wt n -Val n - _ 0 054 0 035 0 040 W S Elev (ft)� 4860 73 Reach�Len" (ft) ' 793 29 1249 00 1265 53 Cnt W S (ft) = , 4858 31 Flow Area '(sq ft) 2342 83 2439 45 734 89 E G Slope (ft/ft) 0 001795 Area (sq ft) ` 2342 83 2439 45 1516 81 Q Total (cfs) - 20916 00 Flow (cfs) - 2594 80 16656 98 1664 22 Top Width (ft), 5116 54 Top Width (ft)-_ < 4326 34 325 47 464 73 Vel Total (ft/s) , 3 79 Avg Vel (ft/s) 1 11 6 83 2 26 Max Chl Dpth (ft) 11 85 Hydr Depth (ft) _ 0 54 7 50 1 58 Cony Total (cfs) 493713 3 Cony (cfs) - - 61249 1 393181 0 39283 1 Length Wtd \(ft) 1222 57 Wetted Per (ft) 4330 65 329 79 468 58 Mm Ch EI'(ft) 4848 88 Shear (lb/sq ft) - 0 06 0 83 0 18 Alpha - 2 62 Stream Power,(Ib/ft s) 0 07 5 66 0 40 Frctn Loss` (ft)_ 2 20 Cum Volume (acre -ft) 8132 72 2528 31 10406 16 C& E Loss (ft) 0 00 Cum SA (acres) 4005 90 444 29 2787 60 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1582472 Profile 1% E G Elev (ft) 4859 11 Element- - Left OB - Channel ' Right OB Vel Head (ft)" 0 61 Wt n -Val - 0 100 0 035 0 043 W S Elev (ft) - 4858 51 Reach Len (ft) 997 94 1000 00 838 82 Cnt W S -(ft) 4856 40 Flow Area (sq ft) 180 22 1975 10 2737 47 E G Slope (ft/ft) . 0 001807 Area (sq ft) - 180 22 1975 10 41719 03 Q Total (cfs) - 20916 00 Flow (cfs) ' - 120 28 14499 87 6295 85 Top Width (ft) < 2002 68 Top Width'(ft) 214 95 237 86 1549 87 Vel Total (ft/s) ' 4 27 Avg Vel (ft/s) 0 67 7 34 2 30 Max ChI Dpth (ft)` 38 51 Hydr Depth (ft) 0 84 8 30 1 77 Cony Total (cfs) - 492062 1 Cony (cfs) 2829 7 341118 5 148113 9 Length Wtd (ft) - 959 32 Wetted Per (ft) 215 40 240 72 1565 56 Mm Ch El (ft) 4846 59 Shear (lb/sq ft) 0 09 0 93 0 20 Alpha 2 13 Stream Power (lb/ft s) 0 06 6 79 0 45 Frctn Loss (ft) ` 1 32 Cum Volume (acre -ft) 8109 75 2465 02 9778 10 C & E Loss (ft)_ 0 10 Cum SA (acres) • 3964 55 436 22 2758 34 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1581472 Profile 1% E G Elev (ft) 4857 69 Element `' _ - Left OB • ,Channel Right OB Vel Head (ft) ' 0 27 Wt n -Val _ _ 0 046 0 035 0 040 W S Elev (ft) 4857 42 Reach Len (ft) 1043 76 858 00 839 06 Cnt W S (ft) _ - - 4856 65 Flow Area (ail ft) 3808 80 2104 43 2584 86 E G Slope (ft/ft) ' 0 000951 Area (sq ft) ` - 3808 80 2104 43 47704 36 Q Total (cfs) 20916 00 Flow (cfs) 5169 72 11550 92 4195 36 Top Width (ft) - 5322 65 Top Width (ft) 3402 27 242 56 1677 82 Vel Total (ft/s) 2 46 Avg Vel (ft/s) 1 36 5 49 1 62 Max Chi Dpth (ft) 37 42 Hydr Depth (ft) 1 12 8 68 1 54 Cony Total (cfs) 678269 8 'Conv (cfs) 167645 2 374576 4 136048 1 ' Length Wtd (ft) 890 57 'Wetted Per (ft) 3407 64 245 14 1690 33 -Mm Ch El (ft):1,.: 4845 62 Shear (lb/sq ft) ' ', 0 07 0 51 0 09 Alpha' 2 91 Stream Power (lb/ft s) 0 09 2 80 0 15 Frctn Loss (ft)- 1 35 Cum Volume (acre -ft) 8064 05 2418 19 8917 10 C & E Loss (ft) 0 05 Cum SA (acres) -k 3923 11 430 70 2727 26 Cross Section Tables - Plan 04 - Developed Condition with Pits Plan Plan 04 - PITS -2 SouthPlatteRiver SP 0 RS 1580614 Profile 1% E G Elev (1i),_ _ 4856 29 Element ' , , Left OB - Channel ' Right'OB Vet Head '(ft) 0 75 Wt n -Val '- _ 0 085 0 035 0 040 W S-:'Elev (ft)'_" 4855 54 Reach Len (ft) _ 1127 23 763 00 578 68 Cnt W S (ft), -- , ` 4855 54 Flow Area` (sq ft) - 1421 42 1290 16 2161 97 E G' Slope (ft/ft) ` 0 003794 Area (sq ft)- - - �" 1421 42 1290 16 30889 15 Q Total (cfs) r 20916 00 Flow (cfs)7 3212 80 11625 64 6077 56 Top Widtti(ft) . , 2932 58 , Top Width (ft) - - - 918 12 200 12 1814 34 Vel Total (ft/s) -- - - 4 29 Avg Vel -(ft/s) - 2 26 9 01 2 81 Max Chl Dpth (ft) 35 54 Hydr Depth (ft) _- 1 55 6 45 1 19 Cony Total (cfs) 339548 4 Cony (cfs) - 52156 3 188729 6 98662 6 Length Wtd '(ft) _ 879 90 Wetted Per (ft)- - 922 42 201 71 1822 66 Mm Ch Et (ft) , 4847 69 Shear (Ili/sq 'to- ' 0 37 1 52 0 28 Alpha, 2 62 Stream Power (lb/ft s) , 0 83 13 65 0 79 -Frctn Losse(ft) 2 68 Cum Volume'(acre-ft) 8001 39 2384 76 8160 16 C & E Loss,(ft) - 0 13 Cum SA (acres) -. 3871 35 426 34 2693 63 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1579851 Profile 1% E G Elev (ft) 4853 47 Element , -_ Left OB ' Channel Right OB Vet Head (ft) 0 31 Wt'n-Val =- 0 041 0 035 0 074 ,W S'Elev Ifty 4853 17 Reach Len (ft) - 1134 15 998 00 958 26 ,Cnt W S (ft) . - 4852 07 Flow Area (sq ft) 4083 12 1120 83 566 62 -E G Slope (ft/ft) - 0 002296 Area`(sq ft) _s - 4083 12 1120 83 41299 88 Q Total (cfs) , s 20916 00 Flow (cfs) ,' F 13518 31 6945 27 452 42 Top Width (ft) ` 4194 35 Top Width (ft)°r _ 2098 08 207 98 1888 28 Vel Total (ft/s) ' ' 3 62 'Avg Vel (ft/s) 3 31 6 20 0 80 Max Chl Dpth (ft) 38 17 Hydr Depth (ft) 1 95 5 39 0 30 Cony Total (cfs)- 436510 5 Cony (cfs) - - 282123 0 144945 7 9441 8 Length Wtd (ft) - 1070 69 Wetted Per (ft) - - 2105 84 210 83 1894 70 Mm Ch El (ft) " -- 4843 99 Shear (Ib/sq ft) : - 0 28 0 76 0 04 Alpha 1 51 Stream Power (1b/ft s) = 0 92 4 72 0 03 Frctn Loss (ft) — , 2 08 Cum Volume (acre -ft) - 7930 17 2363 65 7680 66 C & E Loss (ft) _ 0 02 Cum SA (acres) , 3832 33 422 77 2669 04 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1578853 Profile 1% E G Elev (ft) '- , 4851 38 Element, - s - -- Left OB 'Channel _ Right OB Vel Head (ft) -= 0 24 Wf n -Val ' - - , 0 041 0 035 0 040 W S Elev (ft) < r 4851 14 Reach Len (ft)`' ' -; 873 58 982 00 863 31 CM W S -(ft) '- 4850 57 Flow Area (sq ft) - 4663 69 1370 72 2019 29 E G Slope (ft/ft)- 0 001584 Area (sq ft) - _ - 4663 69 1370 72 100490 10 Q Total (cfs) 20916 00 Flow'(cfs) 9843 38 8002 54 3070 08 Top Width (ft) ! 6868 44 Top Width`(ft)- _ 3368 77 211 99 3287 67 Vel Total (ft/s) _ 2 60 Avg Vel-(ft/s)+ - 2 11 5 84 1 52 Max Chl Dpth (ft) - 41 14 Hydr' Depth'(ft);- _ 1 38 6 47 0 61 Cony Total (cfs) 525581 9 Convicts) - - _ 247346 7 201089 6 77145 7 Length Wtd (ft) 910 50 Wetted Per (ft) 3376 53 213 39 3300 94 Mm Ch El (ft) - 4842 32 Shear(lb/sq ft) '-- K, ' 0 14 0 64 0 06 Alpha - 2 29 Stream Power (lb/ft s) ' 0 29 3 71 0 09 Frctn Loss (fry _ 1 31 Cum Volume'(acre-ft) ' 7816 30 2335 10 6121 07 C & E Loss (ft) - 0 04 ,Cum SA (acres) - 3761 16 417 96 2612 10 Cross Section Tables - Plan 04 - Developed Condition with Pits Plan Plan 04 - PITS -2 SouthPlatteRiver SP 0 RS 1577871 Profile 1% E G Elev (ft) , 4850 03 Element_ Left OB i Channel Right OB 'Vel Head (ft) 0 11 Wt n -Val ',- 0 040 0 035 0 040 ,W S Elev (ft) +, 4849 92 Reach LenAft) > 744 54 1032 00 838 08 Cnt Ws' (ft)''- , - 4849 01 Flow Area (sq ft), 5571 67 1837 74 2055 32 E G Slope (ft/ft) : 0 001287 Area (sq ft),'- - - ' . 5571 67 1837 74 93140 64 Q Total (cfs) 20916 00 Flow (cfs) _ . _, 11946 32 6743 98 2225 70 iTop Width (ft) . 6607 77 Top Width (ft) ' 3117 32 484 79 3005 66 Vel,Total (ft/s) T. 2 21 Avg Vel (ft/s) ` 2 14 3 67 1 08 Max Chl Dpth (ft) 44 92 Hydr Depth (ft) 1 79 3 79 0 68 Conv' Total'(cfs) 582923 1 Cony (cfs) , 332940 6 187952 9 62029 6 Length Wtd'(ft) 850 53 Wetted Per (ft) -- 3121 02 491 50 3025 98 Min Ch El '(ft) 4838 67 Shear (lb/sq ft) " 0 14 0 30 0 05 ,Alpha'-_ .,� 1 45 Stream Power (Ib/ft s) t 0 31 1 10 0 06 Frctn Loss'(ft) ,, 1 12 Cum Volume (acre -ft) 7713 67 2298 94 4202 30 C & E Loss (ft) ` ` - 0 01 Cum SA (acres) • , 3696 12 410 10 2549 74 Plan Plan 04 - PITS -2 SouthPlatteRiver SP 0 RS 1576839 Profile 1% -E G Elev (ft) - 4848 90 Element ,c.....,-,_ -_ Left OB Channel T Right OB Vel Head (ft)`,' ' 0 19 Wt n -Val- ', _ _ , i 0 041 0 035 0 052 ' W S Elev (ft) _ - 4848 72 Reach Len (ft)'-- - 1153 20 1367 00 1300 00 Cnt WS (ft), , - 4848 05 Flow Area (sq ft) 5791 58 1435 49 1326 69 E G' Slope (ft/ft) - 0 001341 Area (sq ft) ,_ 5791 58 1435 49 1346 99 Q Total (cfs) , 20916 00 Flow (cfs)_ _ 11866 70 7427 21 1622 09 Top Width (ft) - ' , 5239 98 Top Width (ft) _ 3524 38 232 71 1482 89 Vel Total (ft/s) 2 45 Avg Vel (ft/s), - 2 05 5 17 1 22 Max Chl Dpth (ft) 8 97 Hydr Depth(ft) 1 64 6 17 0 91 Cony Total (cfs) 571221 4 Cony (cfs) -, 324082 7 202839 2 44299 6 Length Wtd (ft) _ 1229 87 Wetted Per -(ft) , 3529 31 236 41 1456 88 Min Ch El (ft) 4839 75 Shear (lb/sq ft) - - 0 14 0 51 0 08 Alpha ., 2 01 _Stream Power (lb/ft s) 0 28 2 63 0 09 Frctn Loss (ft) 1 91 Cum Volume (acre -ft) 7616 56 2260 17 3293 34 C & E Loss (ft) - 0 01 Cum SA (acres) _ 3639 36 401 60 2506 56 Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1575472 Profile 1% E G Elev (ft) " . 4846 98 ElemenC1' ' -` _ , ' `; Left OB ' .Channel -Right'OB Vel Head (ft) 0 17 Wt n -Val -- -_ 0 040 0 035 0 057 W S Elev (ft)' - ' 4846 81 Reach Len -(ft) , 806 48 1000 00 962 34 CntW S T(ft) 4845 93 Flow Area-(sq ft) 4935 78 1164 21 1317 28 E G Slope (ft/ft) 0 001854 -Area (sq ft) " 4935 78 1164 21 1326 98 Q Total (cfs) "" 20916 00 Flow (cfs), ' ` _ 13960 77 5373 43 1581 80 Top Width (ft) , `, 5223 20 Top Width (ft) 2929 25 287 51 2006 43 Vel Total (ft/s) 2 82 Avg Vel (ft/s) _ 2 83 4 62 1 20 Max Chl Dpth (ft) 8 59 Hydr Depth (ft) 1 69 4 05 0 66 Cony Total (cfs) , 485769 8 Cony (cfs)--_, 324236 0 124796 8 36737 0 'Length Wtd '(ft) ' 874 84 Wetted Per (ft) '- - 2931 99 290 18 1984 44 `Mm Ch El (ft) '` , 4838 22 Shear(Ib/sq ft) , 0 19 0 46 0 08 -Alpha ` ,' e ' 1 37 ' Stream Power (lb/ft s) -_ 0 55 2 14 0 09 Frctn Loss (ft) 1 28 Cum Volume (acre -ft) 7474 56 2219 37 3253 44 C & E Loss (ft) — 0 02 Cum SA (acres) 3553 93 393 44 2454 49 Cross Section Tables - Plan 04 - Developed Condition with Pits Plan Plan 04 - PITS -2 SouthPlatteRiver SP_0 RS 1574472 Profile 1% E G Elev'(ft) , 4845 69 Element.., _ _ Left OB _ Channel Right OB Vel Head (ft) , " 0 11 -Wt n -Valk' - 0 043 0 035 0 041 ,W S Elev, (ft) ' , ' 4845 58 Reach Len (ft) 673 47 933 00 1060 61 Cnt W S (ft) 4844 40 Flow Area (sq ft) 5779 40 1231 08 2797 95 E G Slope (ft/ft) 0 001064 Area (sq ft)``. - 5779 40 1231 08 2801 87 Q Total (cfs)_ - 20916 00 Flow (cfs) _ - 12036 12 5023 24 3856 65 Top Width (ft) ,r- 6284 93 TopWidth (ft) 3144 20 241 57 2899 16 ,Vel Total (ft/s) - - 2 13 Ayg Vel (ft/s) : , 2 08 4 08 1 38 Max Chl Dpth (ft) , 7 89 Hydr ,Depth (ft) 1 84 5 10 0 97 Cony Total (cfs) ' 641117 0 Cony (cfs) , ` 368931 0 153972 2 118213 8 Length Wtd (ft) - 830 14 Wetted Per (ft) - 3147 49 243 47 2886 56 Min Ch El (ft) : - 4837 69 Shear (Ib/sq ft) - 0 12 0 34 0 06 Alpha ' 1 51 Stream Power (lb/ft s) ` 0 25 1 37 0 09 Frctn Loss4t)-- 0 76 `Cum Volume (acre -ft) 7375 37 2191 88 3207 83 C & E Loss (ft) - 0 00 Cum SA (acres) 3497 71 387 37 2400 31 Floodplam Modeling Technical Memorandum Ragsdale Reservoirs Appendix C. Standard Table 1 and Standard Table 2 from the HEC-RAS Outputs STANDARD TABLE 1 Plan 02 = Existing Conditions Plan 04 = Developed Condition with Pits HECJL/S Locations Use Darned Pre% 1% Rua,— Reach- Power Sta Profile Plan Q Total"' Mn ChB W S Eke Crd W S EG Dee EG Stops Vet Clri Flow Area Top Width F0.600011 ` r + tab) .. (0) (0) (9) (8) (801) (ft/s)4 (aq8) _(8) SOJhRffieRreer SP_O 1584700 1% a Flan 02 20916.00 485646 486342 486248 486362 0001418 505 682495 447846 038 SolehPla0eRrer r SP_S _ _ 1584700 1% Phn04 PITS -2' 2091600 485646 486342 486248 486362 0001418 506 682495 447846 038 So,84PlaOeRner , SP_O - 1584267 1% PIanO2 ' 2091600 485740 486313 486207 406329 0001259 440 711545 458627 035 SouhPlatta rver,. SP_0 r - 1584267 s 1%' Ran 04 PITS -2 2091600 485740 486313 486207 486129 0.001259 440 711545 458627 035 0 uh SaPlatteRrer F SP_O 15&218 hi Street S8GI,1heeRrer SP_0 1584044 1% Plan 02 - 2091600 484786 486132 485714 485206 0001356 719 391469 227223 040 So5hPlatteRwer SP_O ' 1554044 1% Plan 04 PITS -2 - 20916.00 484786 486116 485714 486196 0.001465 740 364983 179323 042 r I _ SouthPlteR r - SP_O 1583721 1% PlanO2 v - 2031600 484888 486099 4858.31 486146 0001469 632 6486.37 564458 0.40 SOeKlatteRer SP 1583721- 1% Plan 04 PITS -2' 20916.03 484888 486073 4858.31 486132 0001785 683 551717 511654 044 s So.R8BeRner = N SP_e 1582472' 1% Flan 02 20916.00 484659 485860 485798 485936 0002087 794 443073 198198 0.48 SoulhPlz0e862, SP 0" 1582472 i 1% Plan 04 PITS2 2601600 484659 485851 485640 485911 0001807 734 489280 2110268 045 Soldhfla0eRner - SP 0 1581472 1%' ,.. Plan02 2091600 484562 485746 485658 485774 0000965 555 838748 538322 0.33 So,4hPlaaeRver SPO 1581472` 1% Flan 04 PITS -2 2191600 484562 455742 485665 485769 0000951 549 849809 532265 033 58414860e5407 SP O 1580614 ., 1% Plan 02 2091600 4847 69 485556 4855 56 4856.32 0 003789 9 03 4859 22 2950 30 063 SoW,PlatteR,,r� SP0 - 1580614 ' 1% _ Plan04 PITS -2 2091600 484769 485554 485554 485629 0003794 901 487154 293258 063 Saul5PlaeeRrver SP 0 r 1579851 1.6 '- Plan 02 ' 2091600 484399 485331 485211 485358 0001934 579 621121 342592 043 SoulhPlaveRwer"7' SP_CI _ ' 1578851 , 1%Y,' Flan 04 PITS -2 2091600 484399 485317 4852.07 485347 0.002296 620 5770.58 419435 047 06564859606er SP_O 1578853 1% Flan 02 - 2091600 4842.32 485128 485077 485158 0001763 625 6903% 519506 043 SaulhPI8SeRwer 6P0 - 1578853 1% ' PIen04 PIT5-2 ^ 2091603 4842.32 485114 485057 485138 0.001584 584 805171 086944 0.40 5oU0P1e0eRrer SP_CI 1577871 1%' PhnO2 2091603 483867 484995 484904 485008 0001402 384 839266 517582 035 S88hPlaf,Rrer SPO -- 1577871 1% Phil04 P1TS2 - 2916.00 483867 484992 484901 485003 0001287 367 946474 660777 033 F 5081,7la0eR6er SP_O ` 1576839 1% _ Ran 02 - .. 20916.00 483975 4848.72 4848.05 4848.90 0031341 517 855376 523998 037 SadhPlatleRner 643_0 1576839 1%- Plan 04 PITS -2 - 2151600 483975 484872 4848O5 484890 0801341 517 8553.76 523998 037 SeethPlaeeRher ` SP_O - 1575472 1% PlanO2 2091600 483822 484681 484593 484698 6.601854 462 7417.27 522320 040 SoulhPh0eRrver SP_O 1575472 1% Pbn04 PITS -2 2091600 483822 484681 484593 4846.98 0.001854 462 741727 522328 040 Saul5Pla0eRrver SP 0 ' 1574472 1% PhnO2 .. 2031600 483769 484558 484440 484569 0001064 408 980843 628493 032 0o8hPIaSeRher SP_O 1574472 1% Plan04 PITS2' 2091600 483769 484558 484440 484569 0001064 408 980843 628493 032 STANDARD TABLE 2 Plan 02 = Existing Conditions Plan 04 = Developed Condition with Pits HEC-RAS Locations User Defined Profile 1% River Read, Rver Sta - Profile ' - , ` Plan -EG. Elac _ _W S Slav Vol Head Frain Loss ,C & E Loss , CI Left D Channel r2 Rght Top Wdth (ft) . (ft) ' (01 - (ft) Y Ift) - ` (dal (ds) (de) (ft) SouthPlatteRiver - SP 0 „ 1584700 , 1% Plan 02 4863 62 4863 42 0 20 0 32 0 01 14248 24 6407 80 259 96 4478.46 SouthPlatteRrver s, , SP_0 " 1584700' ' 1% ' Plan 04 PITS -2 . 4863 62 4883 42 0 20 0 32 0 01 14248 24 6407 80 259 86 4478 46 , ti SouthPlatteRVEr n SP,O r -- 1584287 ' 1% r Plan 02'. 486329 486313 016 1487868 603718 013 458627 SouthPla0eRIver SP 0.,a 1584267 t 1%+ a Plan 04 PITS -2n') 486329 488313 016 1487868 603719 013 458627 SauthPlatteRIver SP 0, i - 1584218 , ` T ',4 In! Strad SouthFlatteRlver , SP_0 > 1584044 14 ` Plan 02 . z 4862 06 4861 32 0 75 0 47 0 13 1544 15 19337 78 34 07 2272 23 SoulhPlafleRver - SP 0 1584044 1% Plan 04 - PITS -2 486196 486116 080 053 011 131843 1856510 3247 178323 ScuthPlatteRrver SP 0 1583721 1% + Plan 02 '- 4861 46 4860 99 0 48 2 08 0 03 4042 19 15928 94 944 87 5644 58 SoafhPlatteR,ver ,- SP 0 - -. 1583721 1% Plan 04 PITS -2 - 4861 32 4860 73 0 59 2 20 0 00 2594 80 16656 88 1664 22 5116 54 SculhPlatteR,ver - SP 0 1582472 14 Plan 02 4859 36 4858 60 0 76 1 47 0 14 147 65 15853 28 4915 06 1991 98 SouthPla8eRner , SP 0 1582472 1% c Plan 04 PITS -2 ,A 485911 485851 061 132 010 12028 1449987 629585 2002.58 SoulhPla6eRner _- SP 0 1581472 1% a - Plan 02 + ' r 4857 74 4857 48 0 28 1 37 0 05 5432 16 11721 75 3762 09 5383 22 SouthPleeeRrver " SP 0 - 1581472 1% Plan 04 PITS -2 4857 69 4857 42 027 1 35 0 05 5168 72 11550 92 4195 36 5322 65 SouthPlaeeRrver - SP 0 _ 1580614, 1% ,_ Ran 02 - 4856 32 4855 56 0 76 3267 81 11689 94 5958 15 2950 30 ScuthPla6eRver `, SP_O -, 1580614 1% Plan 04 PITS -2,7 4856 29 4855 54 0 75 2 68 0 13 3212 80 11625 64 6077 56 2932.58 - ' 3 - - ..,c- So0 hPIa6eRver ,1". SP 0, 1579851 1%, Plan 02 - 4853 58 4853 31 0 26 2 00 0 00 13581 24 6670 91 663 85 3425 92 SouthPlaSeRner ;" SP 0 - 1579851, , 1% Plan 04 PITS -2 '1 4853 47 4853 17 0 31 2 08 0 02 13518 31 6945 27 452 42 4184 35 SouthPla8eRner 2 SP_0 1578853 , 1% Plan 02 r , 4851 58 4851 28 0 30 1 45 0 05 11837 36 8749 08 329 55 5195 06 SouthPla6eRver SP_0 1578853 1% Plan 04 PITS•2 4851 38 4851 14 0 24 1 31 004 9843 38 8002.54 3070 08 6868 44 SaulhPlatteRrver ` SP 0 - „^ 1577871 1% Plan 02 4850 08 4849 95 013 1 17 0 01 1277717 7114 42 1024 41 5175 82 SouthPla5eRrver SP '0 _ - 1577871 1A Plan 04 - PITS -2 4850 03 4849 82 0 11 1 12 0 01 11946 32 6743 98 2225 70 660777 SoulhPlatteRlver ' SP_0 -- 1576839 1A Plan 02 4848 90 4848 72 0 19 1 91 0 01 11866 70 7427 21 1622 09 5239 98 SoulhPlatteRner ' SP_O s 1576839,. 14 : Plan 04 PITS -2 4848 90 4848 72 0 19 1 91 0 01 11868 70 7427 21 1622 09 5239 98 SouthFlatteR,ver , SP 0 1575472 , 1% Plan 02 .. , 4846 98 4846 81 0 17 1 28 0 02 1396077 5373 43 1581 80 5223 20 SouthPlatteR,ver . SP 0 - 1575472 1%^ — Plan 04 PITS -2 4846 98 4848 81 0 17 1 28 0 02 1396077 5373 43 1581 80 5223 20 SeuthPlatteRlver 1 SP_0 ,' ' 1574472 + V/ r Plan 02 4845 69 4845 58 0 11 0 76 0 00 12036 12 5023 24 3856 65 6284 93 SouthPlaSeRver ' SP 0 1574472 -' 1%', Plan 04 PITS -2 - 484569 484559 011 076 000 1203612 502324 385665 628493 Floodplam Modeling Technical Memorandum Ragsdale Reservoirs Appendix D Construction Plans and Stream Bank and Pit Armoring Details NAY 0e, 1020 - /23!00 FROM EXHIBIT 0 • SURFACE OwNER Art EASEMENT mamas on OR WITICN ZOO FT :1112/1020) Seta Ira (alma* M la) tae. ad Cadal/t all s wall/ ..r. {M Po 6 1211 road Co 102211111 St..a are Ira. Ann Sr 3.r ear Fan.'.• 10114 Caro 4.Y 11 '.+tw'w CO at: all Oa.w. Mrs 2201 C en Raw 25 'rt Lan n CO 606311104 On.ryr CYr IPSr/ Corn aw to 'at Lan CO all MOS ;nos Was Inner C. Attw lord an On '.4 0 a 114441 $e.nq. CO 10/4)43609 '*MT.. 1 far. renal 0 row Ins '.street I) 'tr' tats CO all IS Ire reCab Lary time 4 Cr.1 L. 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CO U Swat t rte. an Isaw CO 10101 Irma t'rpa-a Clam CO Ala 401 24 'flan CO IOW Can Las Wt Mar Car WI ran An rraw .A 7110• ✓ s sr — Ore arm MIO faun Para r .na r]ONW4u Ora a a toast ow I Cw.rw'w LIL hen" 0 GraY.w III Inn Hat Sat. 2210 Orr CO DOS are sons WS al thesst e a.r Mew et friar Farr 100 Cara• Ww aria 02 IOWA 00 Own, Cara ✓ 611 A ha 4w MOM CO MICI Cr &KW Warts. A__- sates CIO Warts feral" Mot CI. •et • 04.171717 On 0O40217t7n o .artne Att. AMY Mgt soot 1415Mar.wt 5h 2100 Casa CO Mld1 awe Ear LOW Awe CatMe. Aead. W) 174, rms. aK50 Owe CO Oat stair EnrefubA) how Ce an. sae F 717 17w Omar 12100 Oar CO MOP 5._S LOW 4.c.r a— LLC On O•t n AM bred Ise• ISI Ms ran .IC tarry. C0111101 al swan arrears. sae cm M a ee-.r L1.C Atta Talle E.•w [WOO Irma! Mr.a .202 Oar CO 40201 Cara . Oman Er 10'361 • Car• Ira : ea Ate e•4 Msr. A lrwaa S' IN Nraw Aar arse Salo Cs °HA Sofas err. (de Pa 4*) Can LAM Ora :anus )- ars Car .e N - S.adt I. Me flit' tellwestA.J rN .^aa ire Del err .all free Cam I Or aas S .ear Car. , Oae..#e art I.Pr atY t- lawn ears ',turn a an .will 4 1...1/ MW as ■dew 3 acid ra Ma end rap Ma I e.lor an a 'a.w'. J 1 Fa. r nor 0 rows ma t net Myer ..n trots was hoer sal/'. arn. Oa- r• P-4 .43.••5 toss raw a S sir arise I Pray Ilea .•e4..w alp e On .ear fasttNa'...Sill Vase' LL's •wr.•.. Corr one .n.! 3 bra writ 4-Y brat WS Wise tee sae. VN Iand A +ra Sr 1-a was 4 t..w tr I V • i. r -) Oda CNSKI LAW 00 N.c .iM7La07o t0 %A. •J. 0 160 3CC 900 Notts SCAtI +•.loot Contour batons, 2 toot I) Oil/gas welt, gas line end facility and access corridors limy change f-oe want is show on thie trop if required by amended al et gm agreements 2) Rases' dawbpmaatt and con19 etion may chess ,f Option a is euers.)sd and tM necessary TetlaWcel Renee ere Ned and apprised I) Mean *Ccats to .nine is boated r WCR 20 oast o' HWY $5 sus amy d-ge to thI eastrro access located en WCR 22 at The SW caner of Phase 4A •, 'M 5 tattling pond/aoerb.rdsst dowse "hens amp se rrecsnmd by Dsckfill.ng end reveyets's ( as coy lard Tf there is not enough HI wrieral. eons of the Piers .ley be soled to a' leer 2 fern then the ground enter tilde before ncerrenq 5) All /truant aath.m the ware) ere. and by Caen Land adds, rill be removed es Slated in the lame ogrtaw L b Ewnt Inc hes with Carnes Led Company 6) Sil.' Bohn bwlt Sag the 141 _sy 65 corner NMI be bolt ring oaar9aaden cad ressled and rage rated These bents aril Wert WNW r.cterot.oa .5 caawe'a OWNER: KUNZYAN Aide APS: '3090 .••. FROM E3041UT S STRUCTURES ON OR WITN;N 200 Ft R*tts el Wey A E.ararF1. (Oa an crap) tall/ AA • < a.ral a..wd •r.e m. I crw.wratw I trs Case baerwe 2 .n carawn taw Wow • wens sow tea VOSS Camay C.+'olle t Cain Pardo 20 22. 122 5 Pas Meat 1r4411Ma Crywt Flint Mrs! Val Wile 51O{ I e.'.rww ttri.ttrrr Fir'-.. :—y1...ai 4 Fir ne CO IIFna.a 0+d . MROW ordn w rr.ctit et Cart lane 7 .dwa•rweS t.rmwer•w Nes US Earn. IMP arc L- sem en Lair I C.a.swc.•a. LAX t r Old s LA. -y le 1a.tAl Aa.r tee Raw an Er wY Aare 1 an wad OWNER. 94AUN WCPEEK L; a 13092 Ora on bawl C.s-. tem 7-•e Ira r -- PERM'S` AREA 643.30 cc.___ 'INNER: K;M9ER_ APN. '30919$0000 00 Oran Cosa a r gal We w smtYa Ian ass- otw bra CIO rear Fart fern 04•114 t ante) for ahem ail re flea An --'.s t 4 as ..-4.. finnan 4 Isar Los I are •.rAA? [• ta/ttw 1 oar a fa iar.,t a I rte t..5 .M fairy C.'.'.rt (retest. W (Coil UO cner aWyw :N t rat 4art a Lastly SAw Hal Inflows- Cs 90' 0dre r Taw <.r -a- 4 try a..ta art M Sidi. ►n. aeon ace n. LAX .rata ant as w 4 oats l..an D4 Seat. 5...... tin 00 AM a►rt a UL 02 — 4 Sate. Few? s e•1 9 0 0 I - • IkPro' 1 t t C { " Trrvss 1'53010 a • 51 It I. C 0 'a — 1 1� 1 11 1 20 ante a tan r I u_LP SALAIA ISa OWNER: CANNON URNO CO. 130908000013 / 1 1��p 5 CC CO r OWNER: CASTLE PINES NORTH YETRO b. '•C� APs: 130917300002 LEGEND TT CIHE 1 re, 10 • a• I W t O CI a P. yr> lPr �Ht V g on N CIO V C '11th PERMIT BOUNDARY/AFFECTED LANDS 200 FOOT LIMIT COMMUNICATION LINES OVERHEAD POWER LINES FENCE 4111144 EXISTING RAIL LINE - R- W- WATER LINE - - - - IRRIGATION LINES F0 FIBER OPTIC LINES — GAS LINES ROADS (OFFSITE) ommo ROADS (HAUL, ACCESS) (TYP.) TOPO CON TOUR STREAM — DI TCH FLOOD PLAIN ■ �YW-6 CANNON 9726 • / I / / / or if fi i i s At SLURRY WALL (PROPOSED) BUILDINGS MONITORING WELL WATER WELL OIL/GAS WELL HIGHWAY 85 RIGHT OF WAY RAILROAD RIGHT OF WAY Map Fxhibit C - Current Conditions Map AlaCC nearN1En 4l/ ENVIRONMENT, INC. Hoe YANG OR./ JOU ARVPLI((�)yy71�I UCOOHn0700] hr(raral4wF sat--1ia net LEGAL DESCRIPTION Part 0 the KIWI sE I. Section 7 end ell of wee SWI of Section le Ports of MI %EIhEi %WINE} SW}SEI.SE}SWI %E}SWs nE}NWI.ANDSEtNW} and cal of the SEINE}, SW a.* 1. NE t SE 1. SE 'SE I. end NW I SE 1 of Section 16 end Pert et the NW 1NE1 Section 19. To.nMq 2 Ns -M. Range 66 Wan. 6th P M Weld County Coated. REVISIONS: OMONAL PERM' ADEOuACY 04 4GES 4 DA'E= al/ /5/7020 2020 APPLICATION FOR A 112 PERMIT RAGSDALE RESERVOIRS L.G. Everist, Inc. 7321 East 88th Avenue I Henderson. ( o.oradu 80640 phone: (303) 287-4656 I fax: (303) 289-1348 p2p in ! cn 4 S YAV 04 2020 - 3Ica _. Ib•i. ,r .....r....r sevu 4aw.. peeel� es , A• 1 I ,. •..•-•Aw Simla sr ease oaf.ea •••• l) \ ■, - ._ ., _ _- , LA[I-A SD1I,Q i .\ - S. w...•-...1 r - - _ a a assn. :` '.rt ..IJ•.•.••�—. .. 1 _—_—_— -- ---- - — w Jan....-' ,_7...+.—a......_ , C -- '-- \\ w ! � \ 11 I % � 1A _ Il I I I I I �;, • "` 11 ` I , I alp-.._. - s I I I I I n - "Ir..... T a... • a l•M •.r •bn •. 1 111 �� i _..._.. _,,• ,, � T , I 7 I WS ai _i 1111 I / JI .e.At-)I•w/�/// ', \\ ..•.•r-a••A••••~1.4 s 1 Il 1 1 •• / .$\* PI la, ...tans au lOrP Pao n M Y..J ran, al. k„M►. t ► fM7 6 ' ..•., J.•�•• 1•. am •I •��.•b. *a Oa ,.,' 111 I I I ta.rM r2 >s) ,r. r r II r,...••),w*Sib .. T- ^ , , �, 1 \\ O '/ IyP�7MIA IC RIF MIA AM POW , 11 ' / I / / .••I JI.e•,IY 1N. >Af 1•. n / 1 \I \ \� leax. I , r / / •— .• M .. J- "- - -- �. •.n- .... b. Ill, �/ ant air ` J I 1 I 1, 1111 / ' / I ye.r.-�..•.•Ib. f•• \S n I ~ ,.. ' I I 1 1 ` I / I ., .r. r r + 7 1 1 1 sl.-.••.. I 6 ..•,r.s.t.-••.-•• / or, .rand •••.Ia_I..lf�_ . I 11 I s- / +� aI '. n .... I , ,1111 �� - -F- __ - - ISMIWIAILA at of I �. / - •• l iii ) it ,.o.l ExHISI. � * • ,� )sat / se--• •. .- s -STRUCTURES ON OR Sara l Roo FT 1 \ ..- — s' on, r,—•—w. n , �i i / / own t. se.-.-�-. / -- • 1MI�'..,c i— // i f —,J.•s.•... 1.•-' i.r........ a •.. ). •.. Ssfo awn fMse. NI M) R•jl/f w SW Ease Sas Is sop) / I .�� ♦ ' 4�,,• ' • r1 / n/ r• r..•r- , •••• 4S ti41K V ••r ' ........ // 1.•..► .I-. eL• Qrr'1 V••r1 LO :eta � •, I• ' ..-• ' 1 ;, - 1 s nee* •w•••.). ,t �• I real es*. a,I.ww urns. MU 1 fr,w 'RJ')•r-. ----_-- I I ` I® �• � Sal •a. �•..�.. F R W )1 w 1•s• NV Is b•• AI.* r V.f•04 MNIt .r.. .' .. •'M,. T•r•fr•r- '- � / r ........ • 1 I /r','1 3/4 1,, 1 •••+n..k•.f.._ -.. ' .. e., I< e11 non or* Sin Ayr AO C.rfr barter A7.I♦ Jr al.. r_..,.. aft* ,•tel ••..• 1•�1 11 / 1 / -' I �./ '' i \ ten. -..,t On•.•• r I a' 4T-• .n Ia, ft T M�••••'••t .I, Fee , .w. In Irn% <r.r•►<r l)r , C/O A•.•.••• �•i, a • . • ;I' sail >w •I.sl, r•r .r/ En .V. 'a )•' _ ' ' ' err r ! or nos •r•• Ass nano r./.•,•el.•. 64 Se ..N' TYPICAL SONY SEW • TOTAL di -i / l - �.a •,..,..• .! •,•.•••I. Wnty1•.•e .r•• 11 espis Sao ILl Sr••le far, ISO l)! 1i..•►'Y„M..Y allf)-.V•a•.AI !•—Vf.wW •' III I' ryA • , rr,••• •'last Oa *VP A 1 GP Ps Anon frm•.r• I Se.••.silo•..•,I - OAWOAD A fell . ,vPaoxeAATE RE' A - • ). ` 3 f 9 • , al- ....4 RY•••• Yf r are l 1.1 It YY.tAr •..leVat Tn.Mt C..r.• . � �:: / , / ' .• ,, •' .yw.—M•.. nM 4 1- IVeN•ef eraser.' pain Pear An raw Roe ISM POI l 041'1. / - 1 •— • " J41 II is, J+•r1 •I•MMI•(+. •nt it, I.M Ora ...Om •^71. -NI %•••✓/•N•Yr ).•sN1.. pins en I•I...M •..K•ry t _ ,/ t. ;, ', t \ `-L. t _- I - '' •11..'I•`f InA W 11 f! ..lr Y ••• ••! .: •-, a St !•.• •H •1..•. $ .I.A •.n.•IY I_.M•- a a a.e W Case flow Sr(CM) . - _ 1, - , �lI "' A ».....,...,). R .•rss1.e• Anon On. aIOf/I..w••..tyr t0LA.r..rto OC m,' - � - '1/ P = - �" - Iar ! Mr WN. sell Ian [.N ) p•�Ir a noon lee, •.. •_- �^ r - , I ■ I I iI1 .- 7_ 4w. •1l tarn croon p.1•<, f,rrrer.•d antes an 3..r /.-., (t•3A) •er+IQ / ` •' f -._.s .- . _ • a� :-� L - /fie\J I wfr •.I•Ir..f b•w1•M [M•M•w.q emS rN _ : .,. +_•--_ `'. + t pine ,.110..1 • �j - .. -, •,�� - ��•7r� A• 's �� - __ MW1i 1.J OI••_r ••.+IY saws evs4rL.1.•�LLf - . , ••••• ?Map road' •r...rry. I � �__ L y)-- 0.-•m. ee•yaleisW_q so Les awl ICasnew_C rOMl.•••••IM / t-.<NCL.Lai rY r LSO AS airs Lit i 4 An Pennine..••w•h. and snow t< a..afrf.ufr.q I Iw.«rw.. rYr�r tars his i ., elms / Sr SS a tiA Anna ii a , 4 ' . w �. �, - __:__---'.--.:_.__._�_:-------_"_--l____-----_4 .„,.'JFJ----�____-_-____�� ;111 !• i)1 ;r;; ---- I, .,;y11 1, ,, Man _ ___-_- __ ___ ___-JA-- - ` I _ ,r ^'_ ___,ii' \ • int/ ! ° ----ot 2► O11) \ `'j y )) /'" •rILL A I.TOCRlsl\ • ). rf • MAU / \ \` I , , ' I/, _ _S.�.A• ili'i,lY a M • I' • ' sibs. ; ,;' ,/ / y `1 %A(f.l 1 JI o \ ) 1 'ar•i• • r •• a 4. r3 �. — ' a'J--0-- -- n .� ,T r a,�:.yF -Iti y I sot' _ 1 silo. 1 tilr •Zc�IIII1:�1 '' '1 1 �I -��ll// - ��,_T. _ ;i:• ; ' `_� 11, `�� ,I ,, • '� • fiEn• TOTAL all A171Es, jc7piks* ,.. ..,..�....- ,, �, ar1v 1 """;,N;; , 1 1 err•If t } II 1 I r!" y r'�; 1111, 1 :; L�� aACXTI.E0MEA;LRAMSa J ^\'`� ICJ:i�� ` \��';`•"" , .`,., ;11 1,,,1.1 ;1'�; 111 4 `� ��;\\.4141:0,r, ' ; 1 �,tli 1 • I al \ \ ��. I I I • I ;;; ,,, il" ,';;' "' 'ii / \ , I 1 I .0-� ��Y II I 111 11' �I �- // \��\�\�;•\\\ ;!,111111;';'; ' \ I III r II .� ILRr eJ•i. — tr LL L � \ �� ,1 \ •5,�5115N; Ie 1;1111111 1 (`/ 1 111 11 ' I�( p II,I .��nt� ill !� \ 1 \ 15" 1�\i. �t rr - i \�\ •`,51,1, "41..444 [ I t , 1 _ •�\ U,, i. 5,51 - ; I 1 1 I L t \ •• 1 • I I \ \ \\ jilf'� 1 '111 11� ;1.111,; "11;n1u trI 11 I, r1 1 '� w ' 1tillffl ; , �' _ � r 1 1 I 1111 ' 1 1 TYPICAL ' "teem I; Q ;I x" %;, , '° REAM ( ,. O' nit 1 \ \ \ 1 , , W v C 11 PHASE\ \ \ '\, /` • i '1 1 a' I \ 1,;1:,;1,;� \ ill/t'f► ;" 'I1PHASE4 Ta s)*Ca 5t 1 ,• ` 1"• J O 1j .i II I I / ► \ ,• I 111:, , 511,11', t �� ?10• O .,,,,,,Ii::l1 1 I5fIF ► 1, `��,` "• ', I , ! I ; III i IIIII 1 .. .•xwA I RAIIIPoOw AA1EA CAI7�J�S 1 `•%\ ,•` a '� \ ♦ ` , 9 - ; II \� .. � :;;;. .1 le . :• ' I it 1 / �\ / ,� � �; •,• 515 ;� 1111 „`;, ;:; -.-� \\ t ,, / \ � � ' / • rotA .10 ACRFIs v1PROialAlf Rf AAFA l 1 -)♦•CAPS, » t 1 1 / 1 -� 1 ;555,` It y., •_ 1, >r r S V' h , , 111 1 1'I �',' If , 1 ,II /+% • I ♦ t 1'• 1.-. 1 11111 11 11 1 \t I1. 1 �rOA 1 • I / �)��f 1 \ / I 1 I II, '' '.;' 1 ` lilt W. to ii� use III, t/ I 1.•I I) 1,11 I,. i„. 1� - .,1 ) X11 I ,' ' \\\ tv1___._f1 „ — — — — — tI PERMIT AREA _ 1 - 1 r 1 ANS , ��11,» 643.30 c ' _ "j - - — - - ?fad .1.� !� ; :fir ti "` ;- i - ` ✓ --'—' � ,. •....�.. im. � .�, • V \\ I I - 1 _ 10 • / i_~� 41 • ' .; ' ' 1111 .. : i / ,I �I '� ==_ \\----A�---1 �� '� ^-�� LEGEND -�l(f I • I _: �:1.--i.?11 1 1 a PERMIT BOUNDARY/AFFECTED LANDS _� L, ( . , " _1•____„,...s.._ � .`•,o>alr-.-.�"'L `� �.. —7,--...••„ 1 I I I r �; I 4 200 FOOT '-.. 11 LIMIT .� — — — -_ !u ,1 .; ��`i'' „�f \EE ';ter / — — ' }'' \ PH 3 1 . PHASE LINE I TT COMMUNICATION torA1 rA�11fs, I I dl+ LINES \ 4 t \• \ Atli RfslRwee A 3a GIaC11IS, I �e t ac \ \ _ ` ` 1111 IL OVERHEAD POWER uNES I I I I x x FENCE x`31_ \ F. \` \ (IlII'' A EXISTING RAIL LINE — — \ \ \ \ \ \ JOT I 11 I I 1 I', ••— •— WATER UNE — —R— — — IRRIGATION LINES ro FIBER \ °'en "' * "" \ 1 I I I i. .sal 7 -' OPTIC LINES N \ tc \ \ I 1 I I 1 c — G — GAS LINES PHASE 1 \ \ _ = ROADS (OFFS)TE) ' t \ \ IOTA. Se 31 CRL,1 MPR0nw,TE RESERVOIR AREA. 6.3• ACRES, '.L \ \ I / I 1 I 1 lit 1 I ROADS (HAUL, ACCESS) (T�'P.) \ \ j` Ij \ I ,/ \ \ (HI I , I ' : , ; ��- TOPO CON TOUR STREAM O 160 300 fxlo • ," • \ X 5� I I Trvx:sera MIU 61• 46.001.0006 at CH CATCH —__— `� • i�o \ L I I I I I i ; T FLOOD PLAIN • SOW 1•.lpp' \ +1� 1 I ' SLURRY WALL �.•, t5 I \ �;' f I., I `��, \" V 1 1 •l1 TYPICAL SIGHT BERMS/OVERBURDEN PILES \ 1 I) olu linoand from facilityen �`��\, III =--ii - -1JI sell. adopt .s gn des «cwce..,a..: change ,e —— \l ,hwr a, +n1, Redo If r•olrl•a by redid w a gss egresses \ \ \I%= - - - 4 ■ BUILDINGS j a p- - -saso �. 2) falerveve I �x\ — W�2G euw_e MONITORING WELL dowispmnt and c.nf.giat•.n Fief than,. If Orton i \ .Rcersazsd and the hecanmy Techrced Rarsw an hWd end approved ,• •` ]) ,w access ne ,rne K located es wa 20 sett of )) yy 05 +h s • a) change to r� ` 11 ' T ; ; -• -� ' ` .. , •' s- ' OARNorf 9ns WATER WELL (OWNER PERMIT /) • OIL/GAS WELL _ the extern eau located en WO 22 et the SW termer of Phase 44 - `•� \ I , ��'+ • 'iEVANsls3o2o s _ N / ` ''', (/i / / f 1 HIGHWAY 85 RIGHT OF WAY 4) -ht 5 attest pend/tr.erblyden apse pions as be recessed by ---rj \ �• beck/•g. end rated ad crop led Vittoria y re fi Tete*v. i "g "'•g' 1� , � \ \ \ \ \ \ J RAILROAD RIGHT OF WAY ` s. N. ` se of the phase reef be fined teat nap 2 feet eerre the saner , ground tae wen recletaw , '�• "•� ��'�/�/I' T0PSOL PILES (approx location) s) As sine twee Ir•the the •1.naq ores and by Clew) L.ld COMM" rll be * ��• /A'A•• �V • t ' �/ ,.••woad es &owed •n tops q-aemeet L6 Event DK rat ark Cavan OVERBURDEN PILES (approx location) '.raid fart +u 6) S4.t henna ewlt along the Hhtnw, SS mender ..0 ee tt:.l• any ..c -sandal ad-„M"dcod ..g.teted ^,de,. -..•..+-.mar& esneca lle•,,,1re^ve •. Map Exhibit C -I -Mining Plan Map �AI� OM ENVIRONMENT, INC 1 io`°"ro,°�,�7°°1 �3uT) au- Y•....•I.,. •.I LEGAL 0Ex,l ZION hen of '•e NWtSEI. ,��andaue,.k.sw)e,s«t�nd�t,af�. .IE+NE+.NWOE+.SW+SEI. SEISWI. SEISWs. ME WWI.Ahp SE WWII. and dI.fM1esE)raE!.SW Ei.T.EisEI.5E, .,df+w)sEI.,s«t onte.and ' r' •, Ms We hlE, Section 19.c k�Q a.l,_ 66 Wee anti P M Weld BENSONS: DATE: APPLICATION FORA 112 PERMIT RAGSDALE RESERVOIRS 0 S 4 o i - • • • L G Everest Inc.• « ALP ,T �n202o _•-.� 7321 East 811th Avenue I !1rndcrson,C'<)Ioredo80640 wrung aee•A Ian O,I.•..ata.t. IalR•(5i./202o I phone: (303) 28; -�6S6 (ax: (303) 289-1348 ADO ont le2o - IT2e-0S I � \ OWNER: KUNZMAN Y, LC APN: 13pg,,70. 01 • U ■ "' OWNER: YOSHI AND Sae. LLLP APN: 130908000014 \ WCR 22.5 SSA 'A saved ER: CANNON LAND • 13090800001} •� ananar� -~ -~ lakilw _.,4 ler 1 \\ \ 6 n —n —�+ —w —w —w —r —w Piro Shea ra+) Or Seas for Mir p Mr San.+eaata) Orr San nag —� �wl \� r Gan tae! L teslele 6r \ \ �. MW -13 I I Ire wane osn.r, elan paten/ 1 s 1"x w. nor we- fora. Cann Lad Cgwrpew Mann A w nag area Rain DO Operant LP ovekuted �\ O 1 I I 4 ""�� t,.� Mane Why tin Platt Ce Tema fe Masa a 1 1 I asy t tniatr ea M ti Mad helves /l her Maur well be rowed if eDa.lrrd 1 t)I 7 lent Ca . a lonersi lies jtatdn ,tsd Park bad• psis ay 1/41,4411O1/41,4411O`.a e CO Itlewwda \\ 71 { { I /II 1 PWIs alley Dad flew achy Lora, Ca relteeeed trinn bees eery In ed \' 1 lttt ' I a I I —tog- 2- Mans Ire r Main peaslubd Canty Reel a �urMt Weld Carty 'rbrrl etso ` t� t is / da.. a - Cede faux Von rues awl.Need 4 ilanewlr ten Miele alley Login G a ndlened \ 1 -,rl I npt..n ran awdrr.... ` Cewpry learn 4ele WIs S.w r.a Meek. CO0O sr Cart lid era gy awdeeeed 70 2A 116•1116 Carr.. tarn Weetaaaeeeed b. err err ear e.,.-.. M be..... 4 rf d PHASE 6 pr. ad obanned \\ t *eves sr Cr r deal 9.174 t to"+a 94 tl ACMES ! Gwen Laid Cary Er if w eon... ell. peer. else. Ana well el be reined A tarn \SR : I Plane Wry Oe+dt Pima ile re L-n1na Ce Nwsl"ieid w.tr In Caen Land Coney ,o+t*e«d ' ' )j Nam arp1 : MPRWOMATL RLS:4VOIR A<LA n 9A ACRES I t Prue net tend Merle n•••y I- new.. G rofee►eed tlarr.a 'Uwad Pon. Inc tarn \ F - 1 !b.lw Err roes tr tAtldl ad rd w resay.e of letdrasd 9.4 velar Inn �Creey Uak udewe6d 1 �1I 4 sets+ Sale Mme Cave / H Tat ins ps team her Saes ter be rwwed rf Mares d pieislr.w+t.ew \\b I t I )....as Ile Neer.ade btdl hang I ! CO D • Kr rear hewne eel al be re.ewd./ 1!4.6..114, arhy t•„genee Co ree+ete.W \ ` `' III � A 1 jawri oriels ken. yam,+ �Cewr. Usk C•aM•wY Renee if w wee one &r..... tVan- Males) rated if pin a rlgeed ,. * i / I (i 0 pea. aster re, 4 electrw !.o S Wear ewes Cage hell Cann as.r •o'•7 \ �.' ' i f Z Oa —li�rl. ,f w ere. _— ' '1 ! f Z N ! Motto Mall bed. serge A.ler t—p'.e• G S.d/e Suits Caw (Wia�iwtOeNMd �'' t.^broreed �. OWNER: CANNON LAND CO. J en Mrs.e frswot..on..t111KESS.1m6.ea a Nina bad Mats Maley IrrarhwCe et red \\ APN. 130908000013 .— / Z •sinews IawS I- *an red fm.w Owen 4 Dames awned , II Mat alb -Me Cover 9 -lea le p.ar1e .f \ Caw 9.1aA Per. rases Amur+ ..Dr .• w T.e.v.4.f r. Mall eras L We taw! 1..Mead reuHae.r C twsavad i / <t o — ea! - e ewe oat+ls P rte.., �\\ ( r/ 4 r Gies 12 D ratdfen Cave, twee ell 4/ be road 411 Sued 1L • w I r/ Z wl Ted. mad pi kisser her ladrr al be .a --d 1 \\ MW -14 y i ?� < Abel. • Gem' Sae en. ay Iasi mow. wad Cary wawlsueed i\ `j _ y ; r/ /� - < r eernie .ScwIn now are. Cr Led Ove, ,' Levee 4 4 an a 6 Of RrAf+rr Ore ..baatr.d 4 pe.Mt. leaned -f etww a ell 1 \ ■., I I �..i b�p�w r �$ Isogon 1t••1•wr Mr ell - L•M tart al Il Ca f1ar Coney pentane 1`\ \ �� 11 ` i / / ! lam^� San • re. lee. ono. inn ..r bad Meats Wry L+aptre C. tadIstred \\\ i I I r/ tw•/ 0/�/'* / / w IX d.rtnc hew Slant 3- seer pees Mai.. owa.w...e 1 1 / etc' u4,. es,fr Gan Lw6 Gap.ay .1 w ewe ensff \ ► r _ :'.... ,�,. i / a Mr. fewer \Gear.. D.T Midstream Sent. Le r/ - \ {: ; r/ �� e/ \_ 4 'Own era Iserelele 6es antra ilhowine o da Cal line C egwy lwvee .f w ewg end 1 r 1 /*' r-- / \\ ^ /w r / �eele, learn saw Mad Led Cory `IY..wd 4 w arms' *ern tared her- Inctnc t.iebuir 1 * SoL �lt ' �' / �Cwr awry fkl>ALIS- l %Pia k c� � t ntics iota Plane Any Langan Co asea nt \ e•�•. / '- j . L / . Mee r. Sea aerate Wet Jtrc31=ni fl4rilerwdeeeed Cony Ind 22 Wed Corey \ {i`t cabstand / /AAAAr `a 5 \\, `l \ \\ \ I \ 1 0 t IN 1 \ et r• \1`1 r0$w-�re�V—..--ra—r—e.—r-1e�—� i t� f,Frs t ra 4.20 OGRES s / / / ,, o` ► APPROXIMATE RESERVOIR AREA MEG ACRES s J U �y��y� G / /4t.,%.,pt?o" Suit a 2es t t i / `S /� \' r Yaw 7 \ —..*Gm— / — _. Cad 4�. — = /A\ —=. . �' �\` ' // 1\\ / �\ L / ,r\ { c o—:. c c \• MW -8 PHASE 4-B r IOIAL 1650 ACRES: \= SACKFILLEO AREA 1L79 ACRES d `* I I CONDARY / . / ACCESS r // o4,• ' -J a N �a nln . �t =` Y` -- A,•, 7' ) _ OWNER: SHAUN NCPEEK MN: 1 5091800000 I *OM 5o07F f1I �\ 1 I XI // 111E Q OPE,� \ ', -5_-- •jit''+ 61► Y — — S —O— —s _ 1 -o_ o �-° _�. `�"� - --- t _ a 1� r. eA—eat—•-- \� Cu . ul%6a \ 11 t PHASE 2-A OTAL 25 Jl ACRES. �� -, �o. \\ M I �\ ,I . / /A /� �\ \ h '-'�°.Y' h / }4 . I �--- 4�LC ARLA • S.01 ACRES : I ,.� / \ ;_ -`] -_ /'' \ � •j • _ / 4 y \ i o' 3 r \ i t I OWNER: CANNON LAND CO. 1 APN: 130917000030 0 _ Y� r —_s �J.T arm- ra—y—III g— I— ■ /1 \. �. Man •• , en r —a+ —a aT —1MI}e)iMIt! �` e • > e, i Z I —'r —ee \IM a 3 Ir W-3 arch CANON LAO 01 \ a IXes07001010 \ � y �� `I. 1 C`vi —y I I N a a r l 4 e I W < < ' Cof C c ; / '{ y / ) T I \ i ` �\ •� ` (1 '\ • \ 1111'!, \ alI \ 1 • \`\ k w t Q 5 \ ] 1 OWNER: CANNON LAND CO i\ tV • a 1 It APN: 1 3091 70000 29 w 2 PHASE 4 \A \ (All TOTAL s• !7 ACICS : 1\\ _ p WNER: BARTEZ, LLC OWNER: DAVE & SAND \PN: 130917100034 I APN: 130917100( • Z i < U I \ aI 1 I \\ i // _ �16am \ 1 t = \ EL §; I 1c •: I t Ora tL I \\. ♦ A \\�'\\\ \\ • \. i AP••RO)OMA .L RESERVOIR ARCA ua ACRES: i ao" 1t \ 1 t1 1 j1\ / ® °sacTt in News f CAM, in toe y -u I PHASE 2 >, t e "0714 .56.10 ACRF$: 111 ` t ADDROxRtA, _ RL8LRvdR ARIA '•.le ACR:s _ ) , / •CAWON:ll26 t 7 PERMIT AREA 1 r' .I°lies\�) .:. 144 1 a �' L Ii I }� �N A ! 4 I I /I �\ \ v� �\ N\\ N\• \\ \� I + ; y ,00419 Kr con Foinre rA 1� ! end In 4' ; \� - t . .—r—r.—tl S\ =� 1.1/1 I \ �Ar �IIL� , \ !, �r t t._! - .. � �, ` _ •o S ISISeR i 643.30 ac p /yam 7 \ / / !� ft- r ry S `� I e A \ \ �\ \ \ ' �- aI OWNER: CASTLE PINES NORTH METRO bll MN: 130917300002 I H IICT I \\ — R— 0 / • r ��JP CA1 ON 7!512 / I / A \ / - 1 1 � t..>rr- 1� \ .1 IJ7 , I o- /p r no.r I�=�+� i6 9.9.9.111 ill �aMdt am. ayes P Caw two h1eA )! f•ut e I ' A i /I N n r 8-c 2 p C p r to 0 GI NA� I CA UI G C.Il-1IA t Cane ' v ,Y•=a a ^y \\ /^I •• 60lf .OFt ` PHASE 3 Xr0T4 7].Ik ACRcs,J� 1 I -1-I lies LEGEND -. OM rf R AD.R0 UAlt RLSLRVORM ASLA Ij bl.a ACRES e /I ,1 -.\OWNER: 1A PERMIT BOUNDARY/AFFECTED LANDS • CANNON LAND CO I \� MN: S t30gt8001007 \ MI T N\ i'l LI TT LINES 7T D•CI COMMUNICATION \\ I —WI OHE POWER S \ caWas w. r '•-�. OVERHEAD LINES FENCE ♦ `� arc a x x t , Ll 1 1 I I a, 1 1 t 1 1 1 1 1 EXISTING RAIL LINE ON — W— M— •,,, , CI\ \ PHASE 1 \• NON LAND CO. Jy TOTAL ICI' ACRES: 918000004 ell\ I WATER LINE S8 FIBER OPTIC LINES S ; APPROXIMATF RES=RtgR AWA ea ACRFS t \ ` �� .,qt. \ ��\ ' I • Zo 0 O QI rd r S �� -0— I ——a— — — IRRIGATION LINES < c— \raja\\ t I I Z c— GAS LINES 2? \N II ! W °� — td- T.a— MINING LIMIT \• r I I ti I o �'N� I ROADS (OFFSITE) I 0 160 .300 400 ` I • ROADS (HAUL, ACCESS) (TYP.) a �� 163A° a°°r1 �E I !— TOPO CONTOUR SCALE 1'e JOG' \ \S Contour Pete/von 2 Teat - I , -g I I so I PI I I PRIMARY ! STREAM AC CESS Noss �at t C*pae ��- M b• DITCH S�- tryitENB — \ ` FLOOD PLAIN 1) Oil/gas well gas line and foci's/ and access Camillo^i nay charge front whet N N 'f ... - 20 \ show on this roP'f required by amended alb gas ogreenents N OWNER: MICHAEL B T r SLURRY WALL (PROPOSED) \ ,r qo 4' 2) Reservoir ae ralopaTanf and cant y„r.t o. Say charge •r Option a .s �- \ \etas 1 & PAULETTE EV4N j /4;,, APN: 130919000Q3� / rl o ■ BUILDINGS cant zed and Ma nicessrlry Techncal 4etns•ons are filed and approved tj \ �Sj � \IAS 3) Man ouw to inane 4 teen+ell on IA/CR 20 west of HWY 85 this n.oy change to - \- -5 the =Stan access beefed en WCR 22 a? the S W corner ar Phase 4A - \ 4) The S settling pond/overburden dispot Phases Troy be -9 -clewed by t 1 > ` r RANGEar/EvsNs '53020 Z •MW_6 MONITORING WELL di WATER WELL CANNON 9721 o • OIL/GAS WELL baldMbrg and rYragerersA as crisp red ro p TiIf there s t enough fill rro/ar.1 � �� rj/� �/////// AY 85 RIGHT OF WAY HIGHWAY G / J sonw of the Phase may be filed to at bat 2 feet above the grand water table before reckoning. - �\\\\\\ \I RAILROAD RIGHT OF WAY s, .L C• 5) All structures within the MOW, area owned by Conran Lord Company well be ' 0000 e removed t Slowed in 'ha )fan o9reeeent L b Evens' Inc has with Can Land company 6) Sight seams built alorg the Highway 85 corneae will be built using overburden 70 a) n > — Map Exhibit C-2 - Structures Map a1EpAREO •r ENVIRONMENT, INC. bWINCE 0;00017061 iga42} 7717 '"s'e1'°l`"'' LEGAL OEECRPt104 Portee the NW) SE1.Sectton T.and dl of the SW1 of Section 8. Pares A£}NEt. NW}NE). SWiSE). SE)SW} NE)5W! NEINW}. AND 5ElNW), and aLloffhe5E)NE).SW1NE3.NE2SE►.SE+SE).and NW)SE)cif Section le.ark ?art of the NW jNEi Section 19. Township 2 monk 66 Weft. 6th D.M. Weld County. Colorado REVISONS: DATE: APPLICATION FOR A 112 PERMIT RAGSDALE RESERVOIRS ' L.G. 732! East 88th Avenue Everest, I Henderson, Inc. Colorado 80640 2 0 a 2 0 ; 3 t of the OR1ONAL PERUT �, 2020 .- phone: (303) 287-4656 I fax: (303) 289-1348 SCALE 1"=400' 200 400 800 OWNER: Kerr McGee Cannon Land 7-18 Shut In CAL (USED FOR BONDING CALCULATIONS) IREA is ± I t I .. • 5.. ••• ••••. ... se. •••• .. •••* ::.fib• Ft 55.555 ...... • ••••••• ••••••• 5.• se•••e • •••••••• . 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Ses..es............es.ese...se....... ..........S..5....•.5e•ss.5....0.5...t •••••••••••••••••••••••••••••••••••••• ••••• .. ••••••••••• •••••••••••••••••••• 5 5 .5......•••••••••••••••• ••••••••. 5 . 5 • •••••••••••••••••••••••••••••••••••••• • ......SSeaee.........5....5...5........ ••••••••• hiy. S 5 0 5 5 5.. 5. 5 .. . 5. 5 5 0 0 0 0 5.. •▪ •••••• •••••••••••••••••••••••••••• ••••••• ••••••••••••••••• 4 •••••••••••• •••••••• ••••••••• . ... •••••• ••••••••• •* • • .. •••••• a ......... s a s s 0 0 0 0. 5. 5 .. 0 5. 5 5 5•.. . S. ...J. '55...eessse...... a e. a... 5....:41.1.1. •••••• •••••••••••••••••••••••••• OB & SCREENED TOP SOIL. 5.2 ACRES LEGAL DESCRIPTION Pan of the NW}SE*. Section 7. and dl of the SW} of Section & parts of the NE}NE} NWINE1. SWISEI 5Ejsw} NE}sw{ NE{NWt AN0 sElNwl. and all of the SEiNEI. SWINE.. NEISEi. SE1SEi. and NWiSE1 of Semen Ib.and part of the NW+NEi Sector 19 Township 2 North Range 66 West 6th ° M . Weed Cowry. Colerodo • 0 I yPICAL StH1 113'-htA/ , ( L FRESH WATER CELL ' •8.5AC. t 4/2 w rvf 1 N •••i•.•< 0 a3 PtCAi_'SI�NT BEIRM� •• • • SETTLING • ...•PONDS CELL. • 7.4 AC. ± Ft 1.y Iie EXTRA STOCKPI LESS TOP SOIL. & OB 14.8 ACRES MICHAEL BANGERT & APN: 130919000 35 Map Exhibit C-4 - Phase 3 Plant Site Map minor a', INVI RONYINT. INC. n66 VAlla ot. 20OA S CO lbaseepenet 60003 APPLICATION FOR A 112 PERMIT RAGSDALE RESERVOIRS L.G. Everist, Inc. 1321 East 88th Avenue I Henderson. Colorado 80640 phone: (303) 287-4656 I fax: (303) 289-13.48 0 JUN 08, 2020 - 18.5x34 4 -r� 487.. -�""- - v0v•vvvvvvvvvvv ✓ v•••vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv ✓ vvvvvvvvvvvt/^^^nnnnnn^vvvvvvvvvvvvvvV✓% ✓ vvvvvvvvvvvt PHASE2-A vvvvvvvvvvvvv� c ✓ vvvvvvvvvvvt/ rO'A- lass ACwes■ 7VVOVVvVVVv e059 v v v v v v v v v v t "Cella" "enact" cteb, v v o v v v v v v ✓ vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv y,7M-Sei ,vvvvvvv • Qv O 150 300 !00 a IIGII 1 va•ma \o f es 1) Oil/gas all, gn line and lac 'Iffy and access menders may change from what is show an this map if required by amended al 6 as agreements 2) Resstiarr development oral canf,gurtttan may change if Option 9 is acerozed and the necessary rechacal Ramat am filed and oppnned 3) Man access to muss is located on WCR 20 oat of HWY 55 this may charge to the eastern access located on WCR 22 at ttne SW comer of Phase 4A 4) The 5 set tlmg pond/overburden d•spesel Phases may be reckoned by bock}3Rrg oral revegetstad n crap Sal tf then .5 not rough fro war erd woos of the fhnases 1,417 be f.Uea to of loot 2 feet above the wood ate - tale before recJsrang 5) AU structures w,thm the mane area and or !anon Lad Cemgmy a0 be roanaved as allowed ;ASS Nan ogr ..n of L G Eery Lc. NO NMI Can Lad Ce mpene 6) SKr Bern butte slag the 14.0•41# 05 crmet al be bud? ;air' ad resoled and vegetated These berms Inn roam rarer recbeanon a can le'e PERMIT AREA 643.30 pc ..1 1 1 1 1 1 roils 2l00 en ■ 'J vvvvvvvvv•vvv•vv w , —."7917179177 vy �• vvvvvvv • v dApiki• •`I• vv v vv v• vvvv • vvvvvv vvv • vvvvvvv = -•� vvv • vvvvvvv ✓ v ✓ 7 9V ✓ v V ✓ v•v wt/ v• V•ovv ✓ v PHASE 3 $ " • ✓ vvv I 17902 ✓ vvv • vvvv 7V 179 O 717 V7 ✓ vvv vvvv ✓ vv ✓ vv ✓ vvv ✓ vv ✓ vv ✓ vv ✓ vv ✓ vv ✓ vv ✓ vv ✓ vv ✓ v• ✓ viv v V 'IEYAMS ISIOlO er20 — * Ab. ✓ v v v v v v v v v v v v v v v v v v v v• vv ✓ vv vvvv vv vv v vv vv v vvvv vvv ✓ vlvvvvvv PHASE4-B vvv vvv ✓ p vvvvv C TOTM *van" vvvvv v v v v v v v MG6l1EO ARE4 •im mat *Ivy wry v v v v v v v v v v v v v v v v v v v vi �v v v v v �•• �v�+fvvvvvvvvvvv�vv v vvvv vvvvvv vv ste v v o v v 77 v 77777 v 77 vvv •7907177771701777177V 7cvv,v 1797171770‘7717 177777 vvdv vvvvvvvvvvvvvvvv vvv vv LEGEND TT ONE ✓ v eve ✓ vvvvv ✓ v vv ✓ v vvv ✓ vv vvv ✓ vvvvv vvvvv vv vv ✓ vvv ✓ v vvv vv -v vv vl v 4t/•ve < vvv e vvv vvvv vvv vvv ✓ v vv vvv 717•9 vvvvv v v' vv vv vvv vvvvvv 79 97717 vv vvv ✓ vvvv ✓ vvvvv ✓ vvvvvv ✓ vvvvv ✓ v vvvv ✓ 717177177 ✓ vvIvvv ✓ vvvvvv ✓ vvvd�vv ✓ vvvv v Wive • •, a PERMIT BOUNDARY/AFFECTED LANDS 200 FOOT LIMIT PHASE LINE COMMUNICATION LINES OVERHEAD POWER LINES FENCE I l l l l t l l l l EXISTING RAIL LINE - #- WATER LINE ro FIBER OPTIC LINES - C - CAS LINES ROADS (OFFSITE) ROADS (HAUL. ACCESS) (TYP.) TOPO CONTOUR STREAM - DITCH FL000 PLAIN SLURRY WALL TYPICAL SIGHT BERMS •4W -e CANON 9728 • OIL/GAS WELL r2177 7-7-7-1 L♦ 1 1 1 N. 1 vvcvvvvvv L - `�III!!�.arill/1.IIL��IIIu BUILDINGS MONITORING WELL WATER WELL HIGHWAY 85 RIGHT OF WAY RAILROAD RIGHT OF WAY REVEGETATE0 AREAS (CROPS) RESERVOIR AREAS REVEGETATED AREAS (GRASS) BANK ARMORING a 7 ) 4 t *Pro 711,1 0 J Map Exhibit F - Reclamation Plan Map - (Option k) -' WD r SNYIRONMENT. INC. 7116 VANE ti:601 ASR�VADA. CO .0003 /- 433-7217 t -r aa. net LEGAL DESCRIPTION Part of the NWtsE&. Soria 7 and all of the SWI of Satan & Ports of the MONIES NWjPEI SW}SE}.SEISW! NEISY/i NEINW► AND SEiNWi and all of its SE)NE)- SWiNE4 NEiSEi SEISE) and NW)SE) of $seism 15 tad Pert of the NWi NE! Section 19. Township 2 North Berge 66 West 6th P M. Weld County CoNredo REVISIONS: 0RIONK PEST ADEQUACY CHANCES II/24/7020 DATE: :a 2020 APPLICATION FOR A 112 PERMIT RAGSDALE RESERVOIRS L.G. Everist, Inc. 7321 East RRth Avenue I Henderson, Colorado 80640 phone: (303) 287-4656 I fax: (303) 289-1348 It 2. O L.G. Everist, Inc Ragsdale Reservoirs M-2002-007 June 26, 2020 BANK ARMORING PLAN This bank protection plan is presented to explain the bank armoring proposed for reservoir bank protection in Phase 1 and Phase 2 that run parallel to the South Platte River channel Only the reservoir side armoring is being proposed since the river bank lies 150 to 250 feet west of the top of the slope of the permit area The attached Figure 1 shows the cross-section of the area discussed below and details of the armoring to protect the banks along the west side of Phase 1 The west and south banks in Phase 2 will also be armored using this plan The Reclamation Plan Maps have been revised to show the location of the areas to be armored in the mine The armor is intended to protect the reservoir banks should a 100 -year flood event occur after an area has been reclaimed The armoring will be covered with a 6-10 inch layer of growth medium and seeded with the approved seed mix The toe of the slope armoring will be at least 5 feet below the thalweg of the adjacent riverbed The base of the armoring will average 10 feet below the existing ground surface at the mine The 100 -year Floodplain information has been included on all of the Map Exhibits in the Reclamation Packet Armoring material will be recycled concrete fragments with surface rebar removed, so that it meets the definition of Inert Materials The concrete will be sized 9 to 15 inches averaging 12 inches Fines will be mixed in to fill voids This size material will have a Safety Factor of 1 26 See Bank Armoring Calculation page following this text The operator will keep enough material stored on the mine to complete armoring needed on any area where sloping is being completed and is ready for armoring At a minimum, 2,350 cubic yards will be stockpiled on the mine for use in armoring This is enough to armor a minimum of 1,000 feet of excavation bank At no time will there be more than 1,000 feet of armoring needing to be placed The stockpile of armoring material will be placed parallel to the water flow so it will not interfere with flows in the flood plain if flooding occurs It will be within the setback between the permit boundary and the mine highwall so it is close to the area where it will be placed Ellicott Sand & Gravel LLC Bank Armoring Plan Page 2 (June 26, 2020) Reservoir Bank Armoring. Armoring will be placed inside of the mined areas adjacent to the South Platte River channel (Phases 1 and 2) and along the downstream side of the lateral berm between those areas. The armoring will be placed on the slopes starting from the existing ground surface elevation The toe of the armoring will be a minimum of 5 feet below the river thalweg, have a 3h to lv slope and will be 2 feet or more thick This is approximately 2 35 cyd/lft along the excavation bank slopes Once sloping begins, the armoring will be installed on 1,000 foot sections until completed This will leave an armored face along the top of the bank and the slope into the reservoir that is 35 feet wide. Supplied supporting documents Figure 1 - Bank Protection Plan cross section (revised) Safety factor calculation page BANK ARMORING PLAN FIGURE 1 10' H LL_ 0 I ,I- V H I -10' _ ,EON -1-T‘-' 6 ft. "TOP OF SLOPE a a` channell thalweg c ° . a , a e 30 ft. 235 cyd/lft a ° 2 ft a III I 1 I] a I I II IIII I I� I a a a a. I [II IIII -50 -45 -30 -20 -10 0 10 20 TYPICAL CREEK BERM ARMORING NO SCALE NOTES 1 BANK ARMORING SHOWN ON RECLAMATION MAPS IS APPROXIMATE LOCATION ACTUAL LOCATION WILL DEPEND ON LOCATION OF TOP OF SLOPE AT THE TIME IT IS INSTALLED 2 MATERIAL USED FOR ARMORING WILL BE WELL AGED BROKE CONCRETE THAT HAS ALL EXPOSED SURFACE REBAR REMOVED AT A MINIMUM 2,350 CUBIC YARDS WILL BE STOCKPILED ON THE MINE FOR USE IN ARMORING THIS IS ENOUGH TO ARMOR MATERIAL TO ARMOR A MINIMUM OF 1000 FEET OF EXCAVATION BANK 3 STOCKPILES OF ARMORING MATERIAL WILL BE PLACED PARALLEL TO THE RIVERBANK 5O IT WILL NOT INTERFERE WITH FLOWS IN THE FLOOD PLAIN THE STOCKPILES WILL BE PLACED BETWEEN THE PERMIT LINE AND THE TOP OF SLOPE WITHIN 500 FEET TO THE AREA WHERE IT WILL BE PLACED IIIF [1 30 40 50 4 BANK ALONG THE EXCAVATED AREA WILL ARMORED FROM THE EXISTING SURFACE TO A POINT AT LEAST 5 FEET BELOW THE CHANNEL THALWEG 5 THE SIZE OF THE MATERIAL WILL FALL IN THE RANGE OF 9 TO 15 INCHES AVERAGING 12 INCHES AS DISCUSSED IN THE BANK ARMORING PLAN AND WILL BE PLACED BELOW GRADE 6 THE ARMORING WILL BE COVERED WITH A 6 INCH LAYER OF GROWTH MEDIUM AND SEEDED WITH THE APPROVED SEED MIX 10'.-, I- LL_ I I- LD H w I 10' JUN 25 2020 - 16 24 43 L.G. Everist, Inc. Ragsdale Reservoirs M-2020-077 SF = c, o s O t o 11 0 21 is (S5 -1)y nso 11 to 11 0 + S111 A = yRS '7 face slope of pitside bank, in degrees to the horizontal Ql angle of repose of pitside bank construction materials in degrees = stability factor SS = specific gravity of riprap particles = specific weight of water = 62.4 lbslft3 D,,, - median riprap particle size, in feet R - hydraulic radius at normal depth of flow down pitside slope, in feet face slope of pitside bank, in feet per foot S Bank Armoring Plan (cont) Safety Factor Calculations = yRS Y=62.4 R=2 S = 0.01 Ts = 1.248 11 21 Ts (Ss - 1)y D50 At s = 1.248 Ss=2.4 D50 = 1 n 26.2 87.4 n = 0.3 SF = cos n 0 ntan 0+sin 8 8 = 18.43° 0=35° n = 0.3 cosh = 0.9487 tan0 = 0.7002 sine) = 0.3161 0.6643 SF = 0.5262 I SF = 1.26 WaveEngineering Acoustics, Noise & Vibration September 24, 2020 Mr. Michael C. Refer Hilltop Resource Solutions LLC 5714 S Ingalls St. Littleton, CO 80123 Re: Ragsdale Reservoirs Gravel Pit — Noise Study Wave #2312 Dear Michael, We have completed our assessment of the noise levels at the mining property boundary due to operation of the proposed Ragsdale Reservoirs gravel pit. We also assessed gravel pit noise levels at the nearest residences around the site. The gravel pit site is located north of Fort Lupton near Highway 85 and Weld County Road (WCR) 20. The plant and scale house are on the west side of Highway 85. There are mining areas on both the east and west sides of Highway 85. The predictions include sound levels from the proposed gravel pit mine operation and from semi - tractor -trailer and other trucks moving on the new on -site access road loop to the plant. As currently planned, the worst case predicted sound levels meet the Weld County Industrial limit at the permit boundary. The Residential limit is not met at all points on the boundary, but is met at the closest homes if berms are added where needed. Adding a berm is necessary to meet the Residential limit when mining activity approaches within 800' of a home. The mining activity should be kept at least 500' from the home even with the berm to reduce the mining noise to 55 dBA or less. As the pit is developed and the equipment moves further below the surface, the sound levels will be reduced further. \1,'ci,d ( 'outing Noise Reuse !Mimi The Weld County Code, Chapter 14, Article IX sets limits for noise levels in Weld County. The daytime limit (defined as 7:00 a.m. to 9:00 p.m.) for Industrial and Construction Activities is 80 dBA during daytime hours. The daytime noise level limit from any property transmitted to Residential, Commercial, and Nonspecified areas is 55 dBA. The gravel pit will only operate during daytime hours. ■ 1100 W. Littleton Blvd. #420 Littleton, CO 80120 720 -446 -WAVE (9283) www.WaveEngineering.US Mr. Michael C. Refer September 24, 2020 Page 2 Section 14-9-20 of the code provides the following definitions of Industrial and Residential land uses. "Industrial Area means an area where manufacturing, processing or fabrication of any commodity, storage and warehousing, wholesale sales of equipment, materials and supplies, repair, servicing and rental of vehicles and other commodities and other similar activities are conducted." "Residential Property means any property which is occupied by a residence, including single-family or multi family dwellings and apartments, and is located in a platted major residential subdivision, planned unit development or minor subdivision, or is located in the R, R-1, R-2, E, E-1, M or M-1 Zone District..." The properties surrounding the proposed gravel pit are zoned Agricultural (A) and some include single family homes on the property. We have evaluated the predicted gravel pit noise levels and compared them to both the Industrial limit (at the permit boundary) and Residential limit (at the homes in Agricultural zones). This is our understanding of how Weld County has treated noise level limits on other recent gravel pit projects. Predicted Sound Levels from (ii civet Pit Operations Wave Engineering used Datakustik CadnaA noise prediction software to calculate noise levels from the proposed gravel pit. The software takes into account sound that radiates from each noise source, the effect of the terrain, buildings, berms, walls, and atmospheric conditions. The calculations are done according to the methodology of ISO Standard 9613-2: Acoustics — Attenuation of sound during propagation outdoors, Part 2: General method of calculation. This is an international standard for predicting noise transmission outdoors. The calculations assume downwind conditions in all directions. This is not possible in reality but gives more of worst -case prediction. ■ 1100 W. Littleton Blvd. #420 Littleton, CO 80120 720 -446 -WAVE (9283) www.WaveEngineering.US Mr. Michael C. Refer September 24, 2020 Page 3 The following sound sources were included in the model. • Semi -tractor trailer trucks, tandem dump trucks, fuel trucks, etc., traveling on the access road from Highway 85 and then around the on -site haul truck road past the scale house to the plant area. o 450 trucks entering the site per day, therefore 450 trips on the haul road loop per day, over a period of 9 hours, which is an average of 50 truck trips per hour. This is the number of vehicles projected during an average day of mine production. • Haul "Trucks (on site operation only) o 4 articulated trucks, two in the mine area and two near the Plant • Processing Plant Area — Plant Equipment o 1 Cone Crusher o 2 Screens o 3 Cyclone Screens o Water Truck o 2 Wheel Loaders o 1 Skid Steer loader • Mining Area Equipment o 1DDozer o 1 Excavator o 2 Wheel Loaders Wave Engineering measured sound data of screening and crushing equipment at the existing L.G. Everist gravel pit west at 12546 WCR 18. The measured equipment is similar to what will be used at the proposed Ragsdale Reservoirs pit. Sound data for other equipment was obtained from the U.S. Federal Highway Administration (FHA) Roadway Construction Noise Model (RCNM), equipment manufacturers, and past measurements of similar equipment. This data was used in the computer model. Wave Engineering has predicted one -hour average noise levels under the following assumptions and conditions. The gravel pit is operating at full capacity. The crusher and screens in the Plant area operate constantly. Other equipment such as excavators, loaders, etc., operate at full load (and noise level) a percentage of the time that is given in the RCNM. The hourly average noise level was calculated from all of the equipment operating. The equipment noise levels were calculated and combined with the access road haul truck noise levels. Stockpiles (25' high) are in place around the Plant area. The model was created using gravel pit drawings overlaid on topographic maps and aerial photos of the site. Noise levels were predicted for four different scenarios. We did not predict noise ■ 1100 W. Littleton Blvd. #420 Littleton, CO 80120 720 -446 -WAVE (9283) www.WaveEngineering.US Mr. Michael C. Refer September 24, 2020 Page 4 levels from each mining phase, but we selected the representative locations with respect to the nearest homes around the site. The plant remains in the same location in the Phase 3 area for each scenario. Scenarios 1 and 2 show mining in Phase 1. Scenarios 3 and 4 show mining in Phase 6. The predicted noise level contours for each scenario are shown in Figures 1 - 4 (attached as 11"x17"). The sound levels near each of the closest residences are also called out. Scenario 1: shows noise levels when the initial mining activity takes place on the surface near the northeast corner of Phase I. Refer to attached Figure 1. Scenario 2: shows noise levels when the mining is 8' to 10' below grade and approaching the west edge of Phase 1 (closest to the homes to the west). Refer to Figure 2. Scenario 3: shows noise levels when the initial mining activity takes place on the surface near the south end of Phase 6. Refer to Figure 3. Scenario 4: shows noise levels when the mining is 8' to 10' below grade and approaching the northwest corner of Phase 6. Refer to Figure 4. The potential Phase 6 mining area comes within 150' of a home. Without mitigation, the mining noise level, when mining is near the surface, will exceed the 55 dBA limit at the residence just north of WCR 22'/2. A 15' tall berm and an additional 450' setback distance is needed to meet the limit at this home. The sound levels shown on Figure 4 include a 15' tall berm (south of WCR 22'/2) that is approximately 600' long, and the mining activity is held back to 500' south of the home. A similar condition occurs at two other locations: at the home near the northeast corner of Phase 4A, south of WCR 22; and at the home east of Phase 4A (near the south end of Phase 4A). To meet the 55 dBA limit at these homes (or any home with 800' of mining), a 15' tall berm and 500' setback (from home to actual mining activity) will be needed to meet the 55 dBA limit at the homes. As the mining equipment moves below grade and is visually shielded from the surrounding properties, the noise levels will be lower around the site than shown on the figures. Eventually, the equipment noise levels will be reduced by 10 to 15 dBA or more as the mining moves down further below grade. ■ 1100 W. Littleton Blvd. #420 Littleton, CO 80120 720 -446 -WAVE (9283) www.WaveEngineering.US Mr. Michael C. Refer September 24, 2020 Page 5 Conclusions Sound levels were predicted for four different scenarios of mining locations and plant operation. Figures 1 through 4 show that mining and plant sound levels are well below the daytime Industrial limit of 80 dBA around the entire boundary of the site. Sound levels are below the daytime Residential limit of 55 dBA at all nearby residences if a 15' berm is added where the mining is within 800' of a residence. This appears to occur at three residences east of Highway 85. In addition to the berm, mining activity should be setback 500' from the homes. Please contact me if you have any questions or would like to discuss this report. Sincerely, Jeff Kwolkoski Digitally signed by Jeff Kwolkoski DN: C=US, Ealeftk waveengineering.us, O=Wave Engineering, CN=Jeff Kwolkoski Date: 2020.09.24 17:19:47-06'00' Jeff Kwolkoski, P.E., INCE Bd. Cert. President End: Figures 1 - 4 ■ 1100 W. Littleton Blvd. #420 Littleton, CO 80120 720 -446 -WAVE (9283) www.WeveEngineering.US • • : 1 1 . . 'f .r. ;.• .•f" •. ,� 11VCR 22: • :,'�• ,�, - ,... ,s • • h RI "'� • PHASE 46 •.... , .: st • at vets ��. ...• .77 . .. . �i ✓ • .' i . • �� r��I , • . • . ' • t rAXJ� IYJ • • T `. PHASE 3 PHASE 2A. Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs NOISE ABATEMENT PLAN Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs NOISE ABATEMENT PLAN OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USE BY SPECIAL REVIEW PERMIT # L G Evenst, Inc will be implementing a Noise Abatement Plan for our proposed mining operation at the Ragsdale Reservoirs, located at CR 20 and US Highway 85, Fort Lupton, CO The noise levels at the property boundaries of the site shall adhere to the maximum permissible noise levels allowed in the "Industrial Area or Construction Activities" land use area as delineated in Section 14-9-30 and 40 of the Weld County Code The main processing plant will be powered by electrical line power, which ensures quieter operations than plants powered completely with large portable generators Mining and processing operations are generally conducted during daylight hours The main plant and its processing equipment will be located no closer than 500 feet from property lines We believe the noise generated from this site will not disturb surrounding residences If necessary, we will work directly with neighbors to, keep noise disturbance to a minimum The operator shall place earthen berms along the west side of US Highway 85 and along the east side of the Union Pacific Railroad Right -of -Way These berms will provide a visual block and also block and lower the noise levels coming from the site The following noise data was gathered by acquiring average noise levels supplied by equipment manufacturers for types of similar equipment that we may have at the site Noise Level (decibels) Noise Source 100 ft 200 ft 300 ft Pickups and utility vehicles 66-72 62-70 48-56 Front-end Loader 73-78 69-71 55-61 Grader 72-77 68-70 58-62 Haul Trucks 72-77 68-70 58-62 Scraper 73-78 69-71 55-61 Processing Plant 85-95 81-86 62-67 All levels of mobile equipment are below permissible noise levels, and the processing plant noise levels will be below permissible noise levels at the permit boundary If required by Weld County, the applicant shall conduct and submit a Noise Study/Noise Modeling Note Employees and visitors will be required to wear hearing protection in vanous parts of the site and when operating certain types of equipment, as required by L G Evenst safety policies and by MSHA's Part 62, Hearing Conservation Program Rag Res-WELD-USR-N oiseAbate Pl an-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs OIL AND GAS AGREEMENTS Weld County - Department of Planning Services USE BY SPECIAL. REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs OIL & GAS AGREEMENTS OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USE BY SPECIAL REVIEW PERMIT # L G Evenst, Inc has entered into a contract to mine the gravel and construct developed water storage reservoirs with the site's landowner, Cannon Land Company The area being permitted and much of the surrounding areas has historically been used as irrigated and non -irrigated cropland, and vacant land Agricultural uses will continue in areas where mining is not taking place The DRMS-approved mining and reclamation plans detail the mining and reclamation methods that will be used on site There will be mined areas that will be sealed prior to mining and reclaimed as developed water storage reservoirs, and there will be mined areas that will be backfilled and reclaimed as cropland As part of the DRMS permitting process, the applicant has already notified all ROW and Easement Holders within the property, and within 200 -feet of the permit boundaries This list includes all Oil and Gas companies Through the DRMS permit process, the applicant has already committed to operational set -backs as specified in surveyed ROW and easement descriptions The setbacks ensure that full access is maintained for Oil and Gas ROWs, easements, and structures The setbacks also ensure the safety of all Oil and Gas structures At this time, the applicant will not be affecting any Oil and Gas structures or access, so no Surface Use Agreements are needed In the future, if the applicant proposes to relocate any Oil and Gas structures (pipelines, etc ), the applicant shall contact the appropriate Oil and Gas company prior to any related changes so that the parties can work out the specifics of a Surface Use Agreement RagRes-WELD-USR-Od&Gas-Aug2020 docx Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everest, Inc Site Name Ragsdale Reservoirs WASTE HANDLING Weld County - Department of Planning Services USE BY SPECIAL REVIEW - Submittal Requirements Applicant L G Everist, Inc Site Name Ragsdale Reservoirs WASTE HANDLING PLAN OPERATOR L G EVERIST, INC SITE NAME RAGSDALE RESERVOIRS PERMIT WELD COUNTY - USR PERMIT # L G Everist, Inc will be implementing a Waste Handling Plan for our proposed mining operation at the Ragsdale Reservoirs, located at County Road 20, US Highway 85, Fort Lupton, Colorado WASTES EXPECTED TO BE GENERATED ON SITE Regular trash Regular consumer trash/waste will be generated from the operation of the scale office and the employees of the mining operation (I e lunch containers, beverage containers, etc ) The trash will be collected in a dumpster and collected weekly by the waste handler listed Used oils Used oil is generated from changing the oil in the heavy mobile equipment as needed for proper maintenance The used oils and fluids are stored in a tank with secondary containment The tank is emptied on a weekly basis by the waste handling company listed Other used greases, lubricants, and similar used chemicals will also be collected weekly by the disposal company Recycling - not waste Metal that cannot be reused in the operation will be collected and recycled The applicant contracts with a local metal recycling company (Rocky Mountain Recycling) to recycle scrap metals LIST OF CHEMICALS EXPECTED TO BE STORED ON SITE The proposed mining operation will have a diesel fuel tank with secondary containment The diesel fuel tank is necessary for daily refueling of heavy mobile equipment on site A Spill Prevention Control and Countermeasures (SPCC) plan will also be in place for the fuel storage Minimal amounts of chemicals, such as lubricants and greases will be stored on site in shipping storage containers (or similar) At this time, we are not planning to have a maintenance shop building on site The company that takes the used oils also supplies the oils for, and does, most of the mobile equipment oil changes Therefore, the applicant stores only minimal amounts of oils on site WASTE HANDLING COMPANIES USED Regular Trash Waste Management — phone (303) 457-6999 15181 Washington, Broomfield, CO 80020 Used Oils Wagner Equipment Co — phone (303) 739-3000 18000 Smith Road, Aurora, CO 80011 Rag Res-WELD-USR-WasteHandl ing Pla n-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant L G Everest, Inc Site Name Ragsdale Reservoirs NOTICE OF INQUIRY RagRes-WELD-USR-N oti ceofl nq uiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant L G Evertst, Inc Site Name Ragsdale Reservoirs NOTICE OF INQUIRY Timeline 04/16/20 Notice of Inquiry sent by Weld County to local municipalities (Fort Lupton and Platteville) after the Pre -Application Meeting 05/05/20 Fort Lupton responded with interest to the Applicant 05/05/20 Applicant responded to Fort Lupton to start dialogue between the city and the landowner 05/07/20 Verified with Weld County that Platteville did not respond to the NOI 06/18/20 Annexation Discussions between Landowner, Cannon Land Company — Patrick Cannon, Applicant — L G Everest, Inc , and City of Fort Lupton — Todd Hodges, City Planner 06/22/20 Result of Discussions Landowner declined to have properties annexed into City Following Pages - email correspondence string - between Weld County, Fort Lupton and Applicant Attached - Notice of Inquiry Form — to and from Fort Lupton — responded 05/05/20 - Notice of Inquiry Form — to Platteville — no response Rag Res-WELD-USR-Noticeofl nguiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs NOTICE OF INQUIRY EMAILS BETWEEN FORT LUPTON AND APPLICANT (page 1 of 5) From: Matthew Noteboom <msnoteboom@LGEVERIST.com> Sent: Monday, June 22, 2020 3:21 PM To: Lynn Mayer Shults <Imshults@LGEVERIST.com> Cc: Environment -Inc (Environment-inc@outdrs.net) <Environment-inc@outdrs.net>; Mike Refer (mike.refer69@gmail.com) <mike.refer69@gmail.com>; Jeremy Stanton <jvstanton@LGEVERIST.com> Denny Fields <dlfields@LGEVERIST.com> Subject: RE: Notice of Inquiry Cannons have decided to stay with the Weld County permitting. We now have the direction to move towards. MATTHEW NOTEBOOM, P.E. Vice President — Mountain Division 7321 E. 88'r Ave., Suite 200, Henderson, CO 80640 303-941-9620 I msnoteboom@lgeverist.com I www.lgeverist.com SAFE... RELIABLE... PRODUCTIVE From: Lynn Mayer Shults Sent: Tuesday, June 9, 2020 3:49 PM To: 'Todd Hodges' <thodges@Fortluptonco.gov> Cc: Matthew Noteboom <msnoteboom@LGEVERIST.com> Subject: RE: Ragsdale Reservoirs - Notice of Inquiry Hi Todd, Here is the pre-ap package that I sent to Weld. If you have questions prior to next Thursday, let us know. LYNN MAYER SHULTS, REGULATORY MANAGER L.G. Everist, Inc. - SAFE... RELIABLE... PRODUCTIVE 7321 East 88th Ave. Suite 200. Henderson. CO 80640 office -303-286-2247 - Imshults(c�lgeverist.com - cell -303-514-2778 From: Patrick Cannon <patrick@cannonlandco.com> Sent: Tuesday, June 9. 2020 3:03 PM To: Todd Hodges <thodges@fortluptonco.gov>; Matthew Noteboom <msnoteboom@LGEVERIST.com> Cc: Chris Cross <ccross@fortluptonco.gov>; Lynn Mayer Shults <Imshults@LGEVERIST.com> Subject: RE: Ragsdale Reservoirs - Notice of Inquiry That works for me. RagRes-WELD-USR-Noticeoflnquiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs NOTICE OF INQUIRY EMAILS BETWEEN FORT LUPTON AND APPLICANT (page 2 of 5) From: Matthew Noteboom <msnoteboom@LGEVERIST.com> Sent: Tuesday, June 9. 2020 3:02 PM To: Todd Hodges <thodges@Fortluptonco.gov> Cc: Chris Cross <CCross@Fortluptonco.gov>; Lynn Mayer Shults <Imshults@LGEVERIST.com>; Patrick Cannon (patrick@cannonlandco.com) <patrick@cannonlandco.com> Subject: RE: Ragsdale Reservoirs - Notice of Inquiry We can plan on next Thursday at 2:00 pm then. MATTHEW NOTEBOOM, P.E. Vice President — Mountain Division 7321 E. 88' Ave., Suite 200, Henderson, CO 80640 303-941-9620 I msnoteboom@Igeverist.com www.lgeverist.com SAFE... RELIABLE... PRODUCTIVE From: Todd Hodges <thodges@Fortluptonco.gov> Sent: Tuesday, June 9, 2020 1:46 PM To: Lynn Mayer Shults <Imshults@LGEVERIST.com> Subject: RE: Ragsdale Reservoirs - Notice of Inquiry I think I have info from the County but you could forward the info you did for the pre-ap with the County and I can send to Roy and Chris for the call. Todd A. Hodges. Planning Director City of Fort Lupton 303-994-3174 thodges@fortluptonco.gov From: Lynn Mayer Shults [mailto:lmshults@LGEVERIST.com] Sent: Tuesday, June 9, 2020 1:43 PM To: Todd Hodges <thodges(a�Fortluptonco.gov> Subject: FW: Ragsdale Reservoirs - Notice of Inquiry Hi Todd, What kind of things should we (LGE) prepare, if any, for the meeting next Thursday at 2:00? Or is this just for you to talk to the landowner, Patrick? Thanks, LYNN MAYER SHULTS, REGULATORY MANAGER L.G. Everist, Inc. - SAFE...RELIABLE...PRODUCTIVE 7321 East 88th Ave. Suite 200. Henderson. CO 80640 office -303-286-2247 6 Imshults(aiIgeverist.com RagRes-WELD-USR-Noticeoflnquiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs N OTICE OF INQUIRY EMAILS BETWEEN FORT LUPTON AND APPLICANT (page 3 of 5) From: Todd Hodges <thodqesFortluptonco.gov> Sent: Tuesday, June 9, 2020 1:01 PM To: Matthew Noteboom <msnoteboom@LGEVERIST.com> Cc: Chris Cross <CCrossFortluptonco.gov>; Lynn Mayer Shults <Imshults@LGEVERIST.com>; Patrick Cannon (patrick©cannonlandco.com) <patrick@cannonlandco.com> S ubject: RE: Ragsdale Reservoirs - Notice of Inquiry Matthew, Thanks for checking in. I will not be able to do Friday. I will be out of the office until late Tuesday afternoon. How about a call next Thursday at 2:00 pm? Todd A. Hodges, Planning Director City of Fort Lupton 303-994-3174 thodges@fortluptonco. qov From: Matthew Noteboom[mailto:msnoteboom@LGEVERIST.com] Sent: Tuesday June 9, 2020 11:38 AM To: Todd Hodges <thodges(a�Fortluptonco.gov> Cc: Chris Cross <CCross@Fortluptonco.gov>; Lynn Mayer Shults <Imshults@LGEVERIST.com>; Patrick Cannon (patrick(a�cannonlandco.com) <patrick@cannonlandco.com> S ubject: Ragsdale Reservoirs - Notice of Inquiry Hello Todd, I apologize for the delay in getting back to you on this. We were wondering when a good time would be to perhaps have a conference call regarding this subject with us and the Cannons (Landowners) regarding the potential annexation and SUP and what synergies, if any, there are between the City's and our interests. U nfortunately the only time this week available for us would be Friday morning. Otherwise we could look at scheduling something next week which is fairly open for us. Please let me know what may work for you. Thanks. kE MATTHEW NOTEBOOM, P.E. Vice President — Mountain Division 7321 E. 88th Ave., Suite 200, Henderson, CO 80640 303-941-9620 msnoteboom@lgeverist.com www.lgeverist.com SAFE... RELIABLE... PRODUCTIVE Rag Res-WELD-USR-Noticeoflnquiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs N OTICE OF INQUIRY EMAILS BETWEEN FORT LUPTON AND APPLICANT (page 4 of 5) From: Todd Hodges < > S ent: Wednesday. May 6. 2020 10:00 AM To: Lynn Mayer Shults <Imshults@LGEVERIST.com> Cc: Chris Cross < > Subject: RE: Notice of Inquiry Thanks Lynn, Hope you are safe and healthy. The sites are in our comprehensive plan and affected by the CPA with Weld County We really need to look at the option of annexation and development through the City process. We just recently annexed Hwy 85 up to a property on CR 24. The southern property will now be contiguous to the City on Hwy 85 and the northern properties could easily be annexed from the Hwy 85 ROW. I look forward to discussing this with you and the property owner. Todd A. Hodges Planning Director City of Fort Lupton 303-994-3174 thodgesfortluponco.gov The information transmitted is intended only for the person or entity to which it is addressed and may contain CONFIDENTIAL material. If you receive this information in error, please delete or destroy the information. From: Lynn Mayer Shults [mailto:lmshults@LGEVERIST.com] Sent: Tuesday, May 5, 2020 8:25 PM To: Todd Hodges <thodges(Fortluptonco.gov> S ubject: RE: Notice of Inquiry Hi Todd, got your email. I've forwarded this on to Matt Noteboom. He'll have to discuss it with the Cannons. Thanks. LYNN LYNN MAYER SHULTS, REGULATORY MANAGER L.G Everist, Inc. 7321 East 88th Ave, Suite 200, Henderson. CO 80640 office -303-286-2247 Imshults@Igeverist.com www.lgeverist.com S AFE... RELIABLE... PRODUCTIVE RagRes-WELD-USR-Noticeoflnquiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs NOTICE OF INQUIRY EMAILS BETWEEN FORT LUPTON AND APPLICANT (page 5 of 5) From: Todd Hodges <thodges(a�Fortluptonco.gov> Sent: Tuesday, May 5, 2020 8:17 PM To: Kim Ogle <kogleweldgov.com> Cc: Tom Parko Jr. <tparko(@weldgov.com>; Lynn Mayer Shults <Imshults@LGEVERIST.com>; Chris Cross <CCross Fortluptonco.gov> Subject: Notice of Inquiry Kim, We are interested in talking with the applicant and the property owner about annexing to Fort Lupton. Todd A. Hodges, Planning Director City of Fort Lupton 303-994-3174 thodges©fortluptonco.gov The information transmitted is intended only for the person or entity to which it is addressed and may contain CONFIDENTIAL material. If you receive this information in error, please delete or destroy the information. RagRes-WELD-USR-Noticeoflnquiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs NOTICE OF INQUIRY EMAILS BETWEEN WELD COUNTY AND APPLICANT (page 1 of 2) From: Kim Ogle <kogle@weldgov.com> Sent: Thursday, May 7. 2020 8 52 AM To: Lynn Mayer Shults <Imshults@LGEVERIST.com> Subject: RE: Notice of Inquiry Fort Lupton (00000002).pdf Lynn Nothing from Platteville as yet. Kim From: Lynn Mayer Shults <Imshults(LGEVERIST.com> Sent: Thursday, May 7. 2020 8:14 AM To: Kim Ogle <koglegweldgov.com> Subject: RE: Notice of Inquiry Fort Lupton (00000002).pdf Kim, Just FYI - I called you and Todd yesterday. I've talked to Todd. I'll coordinate LGE's discussion with the City of FL, and let you know what the powers -that -be decide. Did you receive anything from Platteville? Maybe we can have a bidding war LYNN MAYER E R SHULTS, U LTS, REGULATORY MANAGER L.G. Everist, Inc. - 7321 East 88th Ave Suite 200. Henderson, CO 80640 office -303-286-2247 - Imshults Igeverist.com www Igeverist.com SAFE... RELIABLE... PRODUCTIVE RagRes-WELD-USR-Noticeoflnquiry-Aug2020 Weld County - Department of Planning Services USE BY SPECIAL REVIEW — Submittal Requirement Applicant: L.G. Everist, Inc. Site Name: Ragsdale Reservoirs NOTICE OF INQUIRY EMAILS BETWEEN WELD COUNTY AND APPLICANT (page 2 of 2) From: Kim Ogle <kogle@weldgov.com> Sent: Tuesday, May 5, 2020 8:47 PM To: Lynn Mayer Shults <Imshults@LGEVERIST.com> Subject: Notice of Inquiry Fort Lupton (00000002).pdf Hello and good evening Lynn, Attached is the Notice of Inquiry from Fort Lupton indicating they are requesting to discuss annexation with the property owners prior to releasing to the County for case processing if so requested. Chapter 19, Article XII, Section 19-12-50.B states: Development Within the THREE (3) MILE REFERRAL AREA. Upon receipt of any proposal for DEVELOPMENT within the THREE (3) MILE REFERRAL AREA then currently eligible for voluntary annexation to MUNICIPALITY, COUNTY shall, in writing, at the time of a pre -application with the Department of Planning Services, notify the proponent of the opportunity for annexation. The Director of Planning Services shall, in writing, notify MUNICIPALITY's mayor and his or her designee of the proposal. MUNICIPALITY shall have twenty-one (21) days following contact by the proponent, which shall be documented in writing (with a copy of COUNTY), to notify COUNTY in writing that MUNICIPALITY and the applicant have agreed to the terms of a pre -annexation agreement. COUNTY shall not process any application until the completion of said twenty-one (21) days, or until COUNTY receives notification from the MUNICIPALITY that a pre -annexation agreement between MUNICIPALITY and the applicant will not be pursued, whichever occurs sooner. If no such notification is received by COUNTY during said twenty-one (21) days, processing of the application shall continue by COUNTY to completion Stay well and in good health, Kim Ogle Principal Planner Weld County Planning Services 1555 North 17th Avenue Greeley. Colorado 80631 970.400.6100 Office 970.400.3549 Direct kogleRweldgov.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged. confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. RagRes-WELD-USR-Noticeofinquiry-Aug2020 Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 4/16/2020 Municipality with CPA or IGA Fort Lupton CPA Name of Person Inquiring Lynn M Shults for LG Evenst Property Owner Cannon Land Company/ Platte Valley Irrigation District Planner Kim Ogle kogle@weldgov com Legal Description Parts of 9 parcels in Sections 7, 8,17,18,19, all T2N, R66W Parcel Number 1309-18-0-00-004 et cetera Nearest Intersection West of Hwy 85 north of CR 20 & E of Hwy 85 north/south of CR 22 Type of Inquiry Special Use Permit for Aggregate Mining - Sands, Gravels & Stones The above person inquired about developing a property inside your designated CPA or IGA boundary This person has been referred to community by Weld County Planning to discuss development options on this site Visit Chapter 19 of the Weld County Code for specifics on your agreement Weld County Comments Applicant is proposing a gravel mine near your community, does the municipality wish to annex, enter into a pre -annexation agreement or release the applicant back to the County for case processing of a USR for Mining Name/Title of Municipality Representative Todd Hodges, Planning Director for City of Fort I Municipality Comments We are interested in discussing annexation of this site Kim ogle /�DatelgltallysignedtK47Ogle / D 2020 0414m 06 4623 06 00 Signature of Weld County Planner Digitally signed by Todd A Hodges Todd A Hodges o°mazoa5fl5z a 3� 60g 9 vM1F�5 ry Signature of Municipality Representative Plase return the signed form to Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 ^' (970)304-6498 fax Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 4/16/2020 Municipality with CPA or IGA Platteville CPA Name of Person Inquiring Lynn M Shults for LG Evenst Property Owner Cannon Land Company/ Platte Valley Irrigation District Planner Kim Ogle kogle@weldgov com Legal Description Parts of 9 parcels in Sections 7, 8,17,18,19, all T2N, R66W Parcel Number 1309-18-0-00-004 et cetera Nearest Intersection West of Hwy 85 north of CR 20 & E of Hwy 85 north/south of CR 22 Type of Inquiry Special Use Permit for Aggregate Mining - Sands, Gravels & Stones The above person inquired about developing a property inside your designated CPA or IGA boundary This person has been referred to community by Weld County Planning to discuss development options on this site Visit Chapter 19 of the Weld County Code for specifics on your agreement Weld County Comments Applicant is proposing a gravel mine near your community, does the municipality wish to annex, enter into a pre -annexation agreement or release the applicant back to the County for case processing of a USR for Mining Name/Title of Municipality Representative Municipality Comments Kim Ogle , ,DD algtea202s0041406462D3-0600 Signature of Weld County Planner Signature of Municipality Representative Plase return the signed form to Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 "' (970)304-6498 fax MINUTES OF THE 2020 ANNUAL BOARD OF DIRECTORS MEETING OF L.G. EVERIST, INC. June 18, 2020 The 105th Annual Boatd of Directots meeting of L G Everist, Inc was called to order at 930am on June 18, 2020 by Richard A Everist, Jr , Chairman The meeting was held at the L G Evetist, Inc corporate office, 350 South Main Avenue, Suite 400, Sioux Falls, SD 57104 Robeit E Evetist, Acting Secietaiy, called the toll showing the following directors present Richaid A Evetist, Ji , Chairman Robert E Everist, Acting Sectetaty Richaid A Evetist III, Directot George Sidney, Directoi R C Sweetman, Duectot Ed Webb, Ditectot Jim Wiederrich, Directoi The Chairman declated a quorum present and called the meeting to order On a motion made by Ed Webb and seconded by R C Sweetman, the following resolution was unanimously adopted RESOLVED That the following employees be elected to setve as officers of the Coipotation foi the fiscal year ending Decembei 31, 2020 Title Chairman President Secretary/Treasurer and Chief Financial Officei/Vice President Resources Chief Operating Officer Vice President, Midwest Division Vice President, Mountain Division Name Richard A Evet 1st Ji Robert E Everist Steven J. Mousel Dennis L Fields Richard A Evetist III Matthew S Noteboom On a motion made by R C Sweetman and seconded by Jim Wiedettich. the following resolution was unanimously adopted RESOLVED That the Chairman, Richard A Evetist, President, Robert E Evetist, CFO/VP Resoutces and Sect etaiy/Treasurer, Steven J Mouse!, Chief Operating Officer, Dennis L Fields, Vice Presidents Richard A. Evetist III and Matthew S Noteboom, ate hereby authoi ized to enter into new contracts submit proposals and obligate the Corporation in any and all states in which the said Cot potation is duly authotized to transact business in the name of the Cot potation I i Thete being no further busine ome be Acting S"'tat y Chauman e meeting was adjourned Cannon Land Company Board of Directors Meeting March 18, 2020 Patrick Cannon, Brown Cannon, Ren Cannon, Sam Cannon, Lauren Cannon, Madeline Morrissey, Maggie Morrissey, KC Lockrem Approval of minutes of BOD meetings: Correction: Lauren was in attendance at April 2019 meeting. Brown: Moved to approve minutes as sent with addition of Lauren in minutes. Second: Lauren. Approved as amended. Management of Cannon Land Company: We need a president and Pat is happy to formally take on the role he's been serving since Jim had surgery. Brown: Moved that Patrick Cannon becomes president of Cannon Land Company and that if anyone would like to further discuss without Pat president, we can now. Seconded by Lauren. Unanimously approved. Dates of next BOD meeting Pat will ask Denise to send a meeting invite for an August/September 2020 meeting Adjournment: 11:05AM Executive Session: L. G. EVERIST, INC. CORPORATE OFFICE 350 S MAIN AVE, SUITE 400 SIOUX FALLS, SD 57104 MOUN TIN DIVISION 7321 E 88TH AVE., Sum: 200 HEIVDERSON, CO 80640 WWW.LGEVERIST.COM September 23, 2020 Mr. Kim Ogle Weld County Planning 1555 N 17th Avenue Greeley, CO 80631 RE: Completeness Review - Response Site: Ragsdale Reservoirs, USR20- Dear Mr. Ogle: (sent via email kocile@.weldgov.com) The applicant, L.G. Everist, Inc., respectfully submits the following responses. answers, clarifications, and documents in response to the Completeness Review dated 09/18/20, for the proposed USR site listed above. For ease of reference, we have listed the items from the review letter and added our information after each. Building Inspection: No comments at this juncture. Nothing needed at this time. Environmental Health Department 1. Please provide a response to the volume in gallons that the diesel tank(s) will hold. The applicant will likely get a 10,000 gallon off -road diesel tank, and possibly a 2000 gallon tank for unleaded gas. Both tanks will have secondary containment — by either being double -walled tanks, or having a single - wailed tank with secondary containment around it. 2. Please submit a Noise study addressing the noise emissions that will be generated by the proposed aggregate mine and batch plant operations. Attached - a Noise Study conducted by Wave Engineering is attached for review. Wave evaluated the predicted gravel pit noise levels and compared them to both the industrial limit (at the permit boundary) and Residential limit (at the homes in Agricultural zones). Their calculations assume downwind conditions in all directions, which they explain is not possible in reality but gives more of worst -case prediction. Wave based their setback conclusions on Residential Zoning noise limits, even though all the properties surrounding the permit area which have houses are zoned Agricultural (A). Therefore, their conclusions are stricter than what is required for the current conditions and surrounding properties. Weld County Development Standards generally require that mining operations adhere to maximum permissible noise levels allowed in the Industrial Zone areas as delineated in 25-12-103 C.R.S. The maximum noise levels for Industrial Zone areas in the state statutes are 80db(A) from 7am to 7pm, and 75 ab(A) from 7pm to 7am. (In Weld County Code, Sec. 14-9-40, the permissible noise levels allowed in Industrial Zone areas are 80db(A) from 7am to 9pm, and 75 ab(A) from 9pm to 7am.) The applicant shall operate the mining operation accordance with the permissible noise levels of the Industrial Zoning limits of the state statute 25-12-103 C.R.S. Should the surrounding zoning change to any of the Residential Zones (as defined in Weld County Code Section 14-9-20), the applicant shall adhere to the permissible noise levels allowed in the Residential Zones as delineated in 25-12-103 C.R.S. The maximum noise levels for Residential Zoning in the state statutes are 55db(A) from 7am to 7pm, and 50 ab(A) from 7pm to 7am. (Weld County code has the same noise levels within slightly different hours - 7am to 9pm, and 9pm to 7am.) RagRes-WELD-USR-CompletnessResponse-Itr-Sep2020 L. G. EVERIST, INC. CORPORATE OFFICE 350 S MArN AVE, SUITE 400 SIOUX FALLS, SD 57104 MOUNTAIN DIVISION 7321 E 88T" AVE., SUITE 200 HEt��ERSON, CO 80640 WWW,LGFVERIST.COM The applicant proposes constructing 15 -foot high vegetated berms between mining operations and any surrounding houses (which are located within 500 feet of the permit boundary) to mitigate noise. And as mining progresses deeper into any area, the sound is naturally mitigated by the earth. Public Works 1. The drainage information provided does not show the office, scale, and other improvements draining into the pit. This will need to be updated. Attached — please see the Plant Site Drainage Plan map of the proposed plant site area in Phase 3 showing the requested drainage information. Planning Services 1. Authority documentation — needed for Cannon Land Company Attached — please see the Colorado Secretary or State Summary page and Periodic Report (dated 06-23-20) for the Cannon Land Company. 2. Authority documentation — needed for Platte Valley Irrigation Company Attached — please see the Colorado Secretary or State Summary page and Periodic Report (dated 12-13-19) for the Platte Valley Irrigation Company. 3. Authority documentation — needed for L.G. Everist, Inc. Attached — please see the Statement of Authority for Matthew S Noteboom and Dennis L. Fields of L.G Everist, Inc. Also attached is the Authorization Form for Authorized Agents for L.G. Everist, Inc. 4. The application narrative states the post mining reclamation is to create a series of water reservoirs. Has there been discussion addressing the end users that may be associated with the use of the water in these reservoirs? The new water storage reservoirs reclaimed from mining will be utilized by an undetermined end user per the discretion of the property owner. The stored water will be used for a variety of needs, including agricultural operations and replacement needs. 5. Please elaborate on the use of the temporary concrete batch and hot mix asphalt plants. These portable batch plants would be brought onto the site and set up on a temporary basis to supply construction projects and would be utilized if a contract was awarded to LG Everist? The temporary set-up would utilize on -site aggregate resources only for production activities. Please confirm. The applicant confirms the statement from Planning. Being the aggregate producer and not a paving company, L.G. Everist would likely have the contract with the concrete/asphalt company for the specification aggregates to be used in the batching. 6. Please confirm that this language adequately addresses your permit: A Site Specific Development Plan and Use by Special Review for open mining (sand, gravel, stone, topsoil, overburden and borrow materials) and processing of minerals. Also included are portable (temporary) ready -mixed concrete and a hot mix asphalt batch plants, a mine office/scale house and scale, a fueling/lubricating station, portable generators, mobile mining equipment parking and storage; employee and vendor parking and more than two (2) conex containers for storage of products for plant operations and maintenance outside of subdivisions and historic townsites in the A (Agricultural) Zone District. The applicant confirms the statement from Planning RagRes-WELD-USR-CompletnessResponse-Itr-Sep2020 L. G. EVERIST, INC. CORPORATE OFFICE MOUNTAIN DIVISION 350 S MAIN AVE, SUITE 400 7321 E 88r" AVE., SUITE 200 SIOUX FAILS, SD 57104 HENDERSON, CO 80640 W WW.LGEVERIST.COM 7. Hours of operation for the mine are daylight hours only per the Weld County Code. Please provide additional narrative on the activities that would occur one hour prior to sunrise and one hour before sunset. A typical Development Standard for all aggregate operations states: All sand and gravel operations shall be conducted during the hours of daylight except in the case of a declared emergency disaster or in the case of a declaration requiring night construction, or to make necessary repairs to equipment. This restriction shall not apply to operation of administrative and executive offices or repair facilities located on the property. Does this language address your concerns of operational limits? The typical Development Standard stated above is acceptable to the applicant. Thank you. 8. Please submit a Communication Plan for surrounding property owners to contact you (LG Everist) or for you to notify them of any operational events known or unforeseen as part of the mining activities or decommissioning of equipment. Communication Plan - L.G. Everist, Inc. is committed to maintaining communication with neighbors and sharing public information regarding the operations of its Ragsdale Reservoirs sand and gravel mine site. The processing plant is stationary, and shall remain in the same location for duration of the mining operations in the west side of the pit. If the plant is to be moved, or if there are other significant operational changes, L.G. Everist will send a post card prior to the changes to any surrounding property owners, easement holders, and utility companies which may be affected by the changes. As per state permit requirements, the site entrance shall be posted with the following information: state mine permit number (M-2020-007), company name, site address, and contact number. The entrance sign will also include the USR permit number. The applicant has already communicated with the surrounding property owners, ROW/Easement holder, and structure owners. As required in the state permitting process (DRMS permit), L.G. Everist mailed 2 public notice letters - a letter to property owners and ROW/Easement holders within 200 feet. another letter to owners of permanent man-made structures within 200 feet. The applicant received calls and emails as a result of these DRMS letters, and responded to all with additional information — phone calls, emails, etc. as requested. L.G. Everist and Cannon Land Company representatives are also reaching out to surrounding property owners on an individual basis to inform them of the proposed operations in more detail and to answer any questions they may have. 9. Please provide narrative comments on how the outdoor storage of vehicles and equipment on site from the Surrounding Property Owners and public rights -of -way. Initial mine development will begin on the south end of Phase 3 and in Phase 1A where the topsoil and overburden will be stripped and stockpiled around the disturbed area. Some of this material will be used to construct a sight berm along the east sides of Phases 1A and 3 to limit visibility from Highway 85 into the active mining and processing areas. The berms will vary in height (with some up to 25 -feet) depending on the area to be screened, with 3:1 slopes on each side. After the initial stripping and prepping of Phase 3, the processing plant will be constructed. The plant area will be 4-6 feet below grade, depending on the depth of topsoil and overburden that was removed. The processing plant is proposed to be located approximately 650 feet west of the eastern permit boundary of Phase 3, and over 1600 feet north of the southern boundary of Phase 3. This location in the north -middle area of Phase 3 will allows for a greater distance from neighboring properties. There will be a lockable gate on the mine entrance road. 10. Please provide narrative comments on the Decommissioning Plan for all permanent and temporary structures, including equipment associated with the aggregate mine. Decommissioning Plan - L.G. Everist is required by their state DRMS permit to bond for final reclamation costs. Part of the bond includes the cost to remove all temporary processing equipment and any structures associated with the mining operation. L.G. Everist shall decommission all temporary equipment and structures at the end of the life of the mine and they shall be properly removed from the site. Stockpiles of finished materials shall be sold prior to final reclamation and release of the site. RagRes-WELD-USR-CompletnessResponse-Itr-Sep2020 kE L. G. EVERIST, INC. CORPORATE OFFICE MOUNTAIN DIVISION 350 S MAIN AVE. SUITE 400 7321 E 88T" AVE., SUITE 200 SIOUX FALLS, SD 57104 HENDERSON, CO 80640 WWW.LGEVERIST.COM LGEVERIST.COM 11 With the re -submittal of the missing application components and accompanied with the additional information required as outlined in this letter, planning staff will set the case for processing if the application is deemed complete. If additional items are needed for completeness, please contact L.G. Everist, Inc. 12 Please submit your applicant fee for the land use application. Attached - Checks for the required USR application fee (2 checks for a total of $17,660.00) and the Flood Hazard Development Permit application fee (1 check for $180.00) are included with this submittal. If you have any questions, or need anything else for completeness of the USR application, please contact me (office -303-286-2247, cell -303-514-2778, email - Imshults(a,lgeverist.com). Thank you. Sincerely, Lynn Mayer Shults Regulatory Manager cc: Matthew Noteboom, L.G. Everist, Inc. Stevan O'Brian, Environment, Inc. Attached: Checks for application fees (3) Noise Study Plant Site Drainage Plan map Authority documentation - for Cannon Land Company (2 documents) - for Platte Valley Irrigation Company (2 documents) - for L.G. Everist, Inc. (2 forms) RagRes-WE LD-USR-CompletnessResponse-Itr-Sep2020 AMENDED ARTICLES OF INCORPORATION OF THE PLATTE VALLEY IRRIGATION COMPANY AS AMENDED ON DECEMBER 17, 2019 This is to certify, that we, the undersigned, have this day associated ourselves together for the purpose of forming a body corporate under the laws of the State of Colorado, and do hereby declare FIRST The name of the Corporation is The Platte Valley Irrigation Company SECOND That the objects and purposes for which said Company is formed are, to acquire and become the owner of all the right, title, and interest in and to the ditch or irrigating canal known as "The Saint Louis Western Colony Ditch No 2" and also known and designated as "The Evans Ditch No 2", and also to acquire and become the owner of all the property, rights and franchises of every kind, nature and description whatsoever appertaining to said ditch, and especially its appropriation of water, said ditch being taken out of the South Platte River at or about the centre of section numbered nineteen (19) in Township Numbered Two (2) North, Range Numbered Sixty six (66) West, in the County of Weld in the State of Colorado, to enlarge and extend said canal and to change its course where and when deemed advisable, to acquire by purchase or otherwise all other ditch or water rights which may be of use or value to said Company, to construct laterals, lakes, flumes and reservoirs appurtenant to said canal, with the right to construct and maintain all necessary dykes, dams and flumes, to acquire, use, hold and enjoy such other property, real and personal, as may be deemed necessary or expedient by said Company for the uses and purposes for which said Company is organized, and to use and supply water from said canal, or from any of its lakes, ponds or reservoirs, for any and all lawful uses under Colorado law, including but not limited to domestic, irrigating, milling and stock -watering purposes on such terms as the board of directors may prescribe pursuant to the Company's Bylaws, as the same may be amended from time to time THIRD The stream from which water is to be taken as aforesaid is the South Platte River, at the point above designated and the general course of said canal is in a Northerly direction from the place of beginning to the centre of Section Six, Township Two North, Range Sixty-six West, thence running North, Thirty Degrees East, to the crossing of the Township line, thence through Section 31, T 3 N, R 66 W, on a North-easterly and then North-westerly course, thence through Section 30, same township and range on a North-easterly course, thence through Sections 19 and 18 in a Northerly course, thence through Section 7, North-easterly, and through Sections 8 and 9 in an Easterly direction, and from the point at which it emerges from Section 9, T 3 N, R 66 W it follows a North-easterly course to a point on the ridge known as the divide between the Platte River and Beebe Draw, thence in a course generally South to a point in Section 10, T 3 N, R 65 W, thence Easterly for a distance of nearly one mile and a half to a point on a spur of the divide of Beebe Draw, thence running South-easterly for nearly three miles, thence in a general North-easterly course for a distance of nearly ten miles to the crossing of the Box Elder Divide, thence in a general South- easterly course to the crossing of Box Elder Creek at a point in Section 17, T 8 N, R 64 West FOURTH Water that stockholders are entitled to receive as a result of ownership of stock in the Company shall not be transferred, or used by any stockholder or user of the water without such water first being delivered by the Company through the Company's river headgate as it is presently located and operated or as it may be hereafter relocated, except for Colorado — Big Thompson project water allocated to the Company from the Northern Colorado Water Conservancy District ("C -BT Water"), which may be transferred outside of the Company and the Company's delivery infrastructure pursuant to the Company's rules and regulations therefor as described within the Company's Amended and Restated Bylaws The preceding exception notwithstanding, all water to which any stockholder is entitled by virtue of the stockholder's ownership of the capital stock of the Company cannot be delivered past or around the Company's river headgate prior to it being measured by the existing or future measurement structure(s) of the Ditch FIFTH The capital stock of said Company shall be divided into three hundred and forty-four (344) shares of the par value of One Hundred Dollars ($100) each, and each share of said stock shall be of the same class and of equal rank and right, and shall entitle the holder thereof to an equal pro rata share of the available water supply of the Company, subject to such rules, regulations, and by- laws as may from time to time be adopted and made effective by the Board of Directors of the Company The stock certificates ofthe Company shall contain all appropriate provisions to carry into effect the purposes of these Articles The capital stock of the Company shall be subject to assessment for the purpose of defraying the expense incident to the maintenance and operation of the Company and its properties, and for the purpose of paying, funding or refunding any ofthe indebtedness of the Company The Company shall have the power to enforce the payment of any such assessment, through suit, by refusal to deliver water on any delinquent stock until such assessment shall be paid, by the forfeiture or sale of any delinquent stock, or otherwise, as may be permitted by the laws of the State of Colorado Cumulative voting shall be permitted at all meetings of the stockholders SIXTH Said Company shall exist in perpetuity SEVENTH The affairs, concerns, business and management of said Company shall be under the control and management of five directors EIGHTH The directors shall have full power to make such prudential by-laws as they may deem proper for the management and control of the affairs and business of said Company The stockholders declare to the extent that the Company is governed by Colorado Revised Statutes, Title 7, Article 42 (1) the directors do not have the authority to impose greater stockholders voting requirements for any matter on the stockholders unless such greater voting requirement is approved by the stockholders, (2) the stockholders may amend and repeal bylaws approved by the Board of Directors, (3) the stockholders may adopt bylaws, and (4) the provisions of these Articles of Incorporation control over provisions of the Bylaws NINE The principal place of business of said Company is hereby declared to be the City of Greeley in the County of Weld, State of Colorado, and the principal office of said Company shall be and is hereby located in said City of Greeley TENTH The principal operations of said Company shall be carried on in the County of Weld, in the State of Colorado ELEVENTH The directors of the Company shall have no personal liability to the Company or its stockholders for monetary damages for breach of fiduciary duty as a director, except that this provisions shall not eliminate or limit the liability of a director to the nonprofit corporation or to its stockholders for monetary damages for any breach of the director's duty of loyalty to the Company or its stockholders, acts or omissions not in good faith, or which involve intentional misconduct or a knowing violation of law, acts specified in Sections 7-128-403 or 7-128-501, Colorado Revised Statutes, or any transaction from which the director derived an improper personal benefit 31972 DLPARTMEAT OF DC -3 523 43 CERTIFICATE OF STATE ' e ?} AMENDMENT cecelay o/gale o/de gale o/ 7fo�axaa'o �i� cea cep dal aka kale omiznah o/ Llecho o/silimenedmenllo de elc/J a��l"ncaw�iaxaeCon IDETROIT BUILDING COMPANY, Changing Corporate Name to CANNON LAND COMPANY fey ored a 'pew/lee//u€&iaa t to liie f omieo o o/tile Zialexaek ro irat Jig Xazre_l_ee4-1 osecemed en l/rot j(ce_ aazeI a;ce wd lo_ con eine _la `are._ Scogtekit tAie ande2ored JacA gc9,ela,x, /gale, and 4/ Metete aulAoodj waled e.n nae ely late, delee/t aJJued 6( loerl/tale / Sdinendmenl and al lacife.$ L'cela a e%n scale °Tend o/de e cho /dme'nedme d gate"l�i� ----NINETEENTH--- 7off ---- JANUARY BY -J. f tt)- 17' '-*5::e-4---4C.52-"'"g^L DEPUTY 79 59 SECRETARY OF STATE UVm 526 31'712 ARTICLES OF AMENDM 4T to the ARTICLES OF INCORPORATION of DBTIIAIT BUILDING COMPANY Pursuant to the provisions of the Colorado Corporation Act, the undersigned corporation adopts the following Articles of Amendment to its Articles of Incorporation FIRST The name of the corporation is Detroit Building Company SECOND The followmg amendment of the Articles of Incorporation was adopted by the shareholdeis of the corporation on _January 2, by the Colorado Corporation Act Fnmg tee 025 00 (Lwert Amendment) 19 , in the manner prescribed "That Article I of the Articles of Incorporation of the company is amended to read as follows: Article I The Name of the corporation is Cannon Land Company." tiLL L-860 6 7 7 8 1l 1 [S T-^Eis r 71� L , r r� r } 5( 42'7 31772 ARTICLES OF AMENDMENT —Continued THIRD The number of shares of the corporation outstanding at the time of such adoption was _ _ 5.QQQ _. _ , and the number of shares entitled to vote thereon was _ 5,000_ _ FOURTH The designation and number of outstanding shares of each class entitled to vote thereon as a class were as follows NONE Number of Class Shares (Note 1) FIFTH The number of shares voted for such amendment was 5.,OQO _ , and the number of shares voted against such amendment was _Ma_ SIXTH The number of shares of each class entitled to vote thereon as a class voted for and against such amendment, respectively, was NONE Class (Note 1) Number of Shares Voted For Against SEVENTH The manner, if not set forth in such amendment, in which any exchange, reclas- sification, or cancellation of issued shares provided for in the amendment shall be effected, is as follows No Change (Note 2) EIGHTH The manner in which such amendment effects a change in the amount of stated capital, and the amount of stated capital as changed by such amendment, are as follows No Change (Note 2) DETROIT BUILDING MY (Note 3) --President 1., (IIote 4) Its _....-- _ -Secrete[, STATE OF COLORADO, les Cityand_ County of __Denver _ Before me, Helena. 2eteraoa _ _ , a Notary Public in and for the said iftsinstgt NMI State, personally appeared_ _ _ _George R. Cannon who acknowledged before me that he is the _ President- of _Detroit Building Company - Title of office a Colorado corporation and that he signed the foregoing Articles of Amendment as his free and voluntary act and deed for the uses and purposes therein set forth In witness whereof I have hereunto set my hand and seal this _tad _ day of .January.. AD1959_ My commission expires Neeoher 31., 1962 :`' 't }i its l_ +t Lt Notesi C2, I&inappllcable, insert "None" 3, If -Inapplicable, insert "No change" 2 • ,.'iE� nact corporate name of corporation adopting the Articles of Amendment. •,v(` c :Signatures and titles of officers signing for the corporation Notary Public 1 Fi]ed with Colo. Sec. of State, 4 p.m., April 29, 1957 Filed with Denver County Clerk & Recorder, April 3C, 1957, F] 1e #(239 ARTICLES OF INCORPORATION of DETROIT BUILDING COMPANY We, the undersigned, in order to form a corpora- tion for the purposes hereinafter stated under and pursuant to the provisions of the general corporation laws of the State of Colorado, do hereby certify as follows: ARTICLE I. - -The-name-of-the-corporation-is - - DETROIT BUILDING COMPANY. ARTICLE II. The nature of the business of the corporation and the objects or purposes to be transaeted,,promoted or carried on by it are as follows, to -wit: 1. To engage in a general real estate and investment buaiziese, to purchase, lease or other- wise acquire* and`to own, use, enjoy, mortgage, pledge, sell and otherwise dispose of, and gener- ally deal with and in real, personal and mixed property or-evary kihd;''and<-d eori°,pption' in' am of the states or territories of the United States, or in any foreign country. 2. To lease, purchase, acquire* erect, con- struct, build, own, operate, lease, mortgage, sell, convey and dispose of buildings, structures and improvements, and to contract with others for such purposes as may be necessary, convenient, advantageous or incidental to_any of the business to be conducted by the corporation. 3. To incur indebtedness, borrow money and make and issue notes, bonds, debentures or other obligations of the corporation from time to time, and to secure the same by mortgage, pledge, deed of trust or otherwise. 4. To manufacture, purchase or otherwise acquire, and to own, operate, enjoy, mortgage, -2 - pledge, sell, assign and otherwise dispose of, and to invest, trade and generally deal with and in goods, wares, merchandise and real and per- sonal property of every class and description. 5. To contract with the United States of America, or any of the states or political sub- divisions thereof, or with any person or persons in authority, municipalities, boards, bureaus or departments, or any political subdivision of any state of the United States of America, or foreign countries, or any political subdivision thereof, and all corporations, associations and individuals, to the same extent as an individual might or could do in relation to, or in connection with, any of the objects, purposes or business of this corpora- tion. 6. To acquire, and pay for in cash, stock or bonds of this corporation, or otherwise, the good- will, rights, assets and property, and to undertake or assume the whole or any part Of the obligations or liabilities of any corporations, associations or individuals. 7. To guarantee, purchase, underwrite, hold, sell, assign, transfer, mortgage, pledge or other- wise dispose of shares of the capital stock or any bonds, securities, notes or other evidences of in- debtedness created or issued by any other corpora- tion or association organized under the laws of this State, or of any other state, country, nation or government, and white the owner thereof to exer- cise and enjoy all of tshe rights, powers and privi- leges of ,ownerah$p, ,ina'iuding; the ' right ` to vote in respect thereof, with power to designate -some party for that purpose from time to time, to the same ex- tent that natural persons might or could ,do; and generally to do any and all acts or things designed to protect, preserve, improve or enhance the value of any such shares of capital stock, bonds, securi- ties, notes or other evidences of indebtedness. 6. To purchase or otherwise acquire from time to time shares of its own capital stock, and to own, hold, sell, transfer, reissue or otherwise dispose of the same, subject to the provisions and restric- tions of the laws of the State of Colorado then in force and effect. 9. To conduct its business (including the acquisition, ownership and disposition of real and personal property), and to have one or more offices in any of the states or territories of the United States and in any foreign country, subject to the laws of such state, territory or country. 10. In general, to carry on any other lawful business whatsoever which may appear to the corpor- ation capable of being carried on in connection with the foregoing or calculated, directly or in- directly, to promote the interests of the corpora- tion or to enhance the value of its properties; and to have, enjoy and exercise all of the rights, powers and privileges now or hereafter conferred upon corporations organized under the laws of the State of Colorado. The foregoing enumeration of the objects, pur- poses and powers of the corporation is not intended, and shall not be construed or held, to prohibit or limit the exercise of any other and further rights and powers which may now or hereafter be allowed or permitted by law to a corporation. ARTICLE III. The term of existence of the corporation shall be perpetual. ARTICLE IV. The total number of shares of capital stock which this corporation shall have authority to issue is 100,000 shares, all of which shall be without nominal or par value and all of which shall be of one class and designated "common stock". Each share shall entitle the holder thereof to one vote at all meetings of the stockholders of the corl- pany. The common stock may be subject to such valid re- strictions relating to the transfer thereof as the Board of Directors may by resolution determine prior to the issuance of the stock subject to such restrictions. The Board of Directors may also cause the corporation to become a party to agreements concerning the transfer of outstanding stock entered into by and among the holders thereof. The common stock shall receive and the corporation shall pay, from funds legal for the payment thereof, divi- dends when and as declared by the Board of Directors at a rate fixed by such Board. Any and all of the authorized stook of this cor- poration may be issued and sold from time to time by the corporation for such consideration _as_may_ from time to time be fixed by the Board of Directors without action by the stockholders. Any and all shares issued by the corporation, the fixed consideration for which has been paid or delivered, shall be deemed fully paid stook end not liable for any fur- ther call or assessment thereon, and the holder of such stook shall not be liable for any further payment. Shareholders shall have no preemptive rights ex- cept as the Board of Directors may determine at their dis- cretion. ARTICLE V. The business and affairs of this corporation and the management thereof shall be vested in a Board of Direc- tors consisting of not less than three nor more than seven members. The persons who shall act as such directors for the first year of this corporation°a existence, or until their successors shall be elected and shall qualify shall be Louis A. Harris, Russell B. Pace, Jr. and Robert L. Shanstrom. The number of directors may be increased from -5 - time to time within the limit stated aforesaid by action of the majority of the whole Board of Directors, but the number of directors may thereafter be decreased only by the stookholdera of the corporation at an annual or spe- cial meeting thereof. No director need be a stockholder of the corporation. ARTICLE VI. In furtherance and not in limitation of the powers hereinbefore conferred or conferred by the statutes or by the By -Laws o€ this corporation, the Board of Dir- ectors shall have the following powers: 1. To make, alter, amend or repeal By -Laws for the corporation, but any By -Law so made may be altered, amended or repealed by the stockholders at any annual or special meeting. 2. Prom time to time to fix and determine, and to vary, the amount of working capital of this corporation, to determine and direct the use and disposition thereof, to setapart out of any funds of the corporation available for dividends, a reserve or reserves for any purpose what- soever and to abolish such reserve in the manner in which it was created, and to declare dividends from time to time out of any funds available therefor. 3. To designate by resolution passed by a major- ity of the whole Board, an executive committee and such other committees as the Board shall deem desirable, each committee to consist of at least two members of the Board, which committee or committees, to the extent provided in such resolution or in the By -Laws, shall have and may exercise the powers of the Board of Directors in the in- tervals between meetings of the Board, in the management of the business and affairs of the corporation. 4. By majority vote of the whole Board of Directors, to sell, lease or convey any part or all of the property and assets of the corporation, including its good will and corporate franchises_ upon such terms and _ conditions and for such considerations as the Board of Directors may deem expedient and for the best interest of the corporation; provided that the sale or disposal of all or substantially all of the property and assets shall be authorized or ratified by the affirmative vote of the holders of at least two-thirds of the capital stock then issued and outstanding, such vote to be taken at a meeting of stockholders duly called for that purpose as provided by the statutes of Colorado. 5. To determine from time to time whether and to what extent and at what times and places and under what conditions the stock books, account books and other books and records of the corporation shall be open for inspection by stockholders, and no stockholder shall have any right to inspect any stock record, account, book, paper or record of this corporation unless the request therefor shall be in writing and in good faith and for an honest purpose and not for the purpose of injuring the corporation or of interfere ing with its business. 6. Pursuant to the affirmative vote of the hol- ders of at least two-thirds of the stock issued and out- standing and having voting power, given at a meeting of the stockholders duly called for the purpose, the Board of Directors shall have full power and authority at any meet- ing, after first paying or having made adequate provision for the payment of the debts and obligations of the corpor- ation to make one or more prorata distributions of part or all of the assets of the corporation in kind, or in cash, or partly in kind and partly in cash, to all stockholders who shall have first deposited their capital stook with the Board of Directors or with an agent designated for such pur- pose and the Board of Directors, if it shall so elect, shall have full power and authority to make one or more prorate distributions of all or part of the assets of the corporation in kind or in cash, or partly in kind and partly in cash, to a trustee appointed by said Board to act for the benefit of all stockholders who shall not have deposited their capital stock as aforesaid, the rights of said stockholders in all respects to be governed by the trust agreement under whit said assets may be distributed to said trustee. ARTICLE VII Cumulative voting shall not be allowed in the election of direct cars ARTICLE VIII. The office and place of business of this corporation in the State of Colorado shall be in the City and County of Denver. The corporation may also have an office and own and operate properties in other counties in the State of Colorado or in other states. The original stook books and ledgers and other books and records required by the statutes of Colorado to be kept for inspection by stockholders or creditors shall be kept at the principal office of the corporation in the City and County of Denver, State of Colorado. Meetings of the Board of Directors and of the stockholders may be held from time to time outside the State of Colorado at Such times and places as may be des- ignated in the By -Laws or resolutions of the Board of Directors. AfTICLB IX. The corporation shall be entitled to treat the person in whose name any shares of stock are registered on its books as the owner thereof for all purposes, and shall not be bound to recognise any equitable or other claim to or interest in such shares on the part of any other person, whether or not the corporation shall have notice thereof, except upon presentation of the certificate or certificates for such shares properly endorsed by the person or persona appearing upon the face of such certificate to be the owner thereof, or accompanied by a proper transfer or assignment separate from the certificate, with the signatures of such endorsement or assignment duly witnessed or guaranteed, or except as may be otherwise expressly provided by the sta- tutes of Colorado, or ordered by a court of competent jurisdiction. ARTICLE X. Each person herein named or hereafter elected a director or officer of this corporation, shall be indemni- fied by the corporation against all costs and expenses, including counsel fees, reasonably incurred by or imposed upon him in connection with or resulting from any claim, demand, action, suit or proceeding, or the fair and reas- onable settlement thereof prior to final adjudication, to which he is or may be made a party by reason of being or having been a director or officer of this corporation (whe- ther or not a director or officer at the time such costs or_expenses-were-inc rred-by-or imposed -upon -hire, --except as to matters as to which he shall be finally adjudged in such action to have been derelict in the performance of his duty as such director or officer. The right of indem- nification herein provided for shall not be exclusive of any other rights or remedies to which such person may be entitled as a matter of law. ARTICLE XI. The right is expressly reserved to amend the Cer- tificate of Incorporation or any Article herein in any man- ner or respect now or hereafter permitted or provided by the corporation laws of Colorado, and the rights of all stockhol- ders are expressly made subject to such power of amendment. Witness our hands and seals this .'�J day of April, 1957. qAdtte Lo's A. Y rrr s R444z_ag rJ — 44-0-9/. (MEAL) fie,f lam' _,f.' �� ' L.L_ r,- (SEAL) RaTrt L ®`Flans rani STATE OF COLORADO CITY AND es COUNTY OP DENVER I, zedjuiys ai" j F , a Notary Public in and for the said City and County on the date aforesaid, do hereby certify that Louis A. Harris, Russel. B. Pate, Jr, and Robert L. Shanstrom, whose names are, subscribed to the annexed and forego ng- Certificate of Incorporation, _ appeared before me this day in person and acknowledged that they signed, sealed and delivered the said instrument of writing as their free and voluntary act, for the uses and purposes therein set forth. Given under my hand and notarial seal this Airra day of April, 1957. My commission expires acAA( _5 /9 r7 BYLAWS OF DETROIT BUILDING COMPANY ARTICLE I - OFFICES The principal office of the Company shall be lo- cated in Denver, Colorado, but the Board of Directors, in its discretion, may maintain offices within or without the State of Colorado wherever the business of the Company may require. ARTICLE II - STOCKHOLDERS' MEETINGS 1. Time and Place. Any meeting of the stock- holders may be held at such time and such place as shall be stated in the notice of the meeting, or in a duly exe- cuted waiver of notice thereof. 2. Annual meeting. The annual meeting of the stockholders for the election of directors and the trans- action of such other business as may properly come before the meeting, shall be held, commencing with the year 1958, on the third Tuesday of January in each year if not a leg- al holiday, and if a legal holiday, then on the next secu- lar date following, at 10:00 o'clock a.m., at the office of the Company in Denver, Colorado. 3. Special meetings. Special meetings of the stockholders, for any purpose or purposes, unless other- wise provided by statute or by the Articles of Incorpo- ration, may be called by the President, and shall be called by the President or Secretary at the request in -2 - writing of a majority of the Board of Directors, or at the request in writing of the holders of a majority in amount of the stock of the Company issued and outstand- ing. Such request shall state the objects of the pro- posed meeting. The business transacted at all special meetings shall be confined to the objects stated in the notice. 4. Notice. Public notice of the time and place of holding the election of directors, and of all stock- holders' meetings, shall be published at least once, not more than 30--days-and-at least —1 -0 -days -prior to thedate fixed for such meeting, in a newspaper published and dis- tributed in the City and County of Denver, Colorado. At least 30 days before such meeting a separate written or printed notice of the time, place and in the case of spe- cial meetings the objects thereof, signed by the President or Secretary, or having the name of the President or Secre- tary printed thereon, shall be delivered personally to each stockholder, or shall be deposited in the post office, postage prepaid, and addressed to each stockholder at his last known address, as shown by the stock records of the Company. If any stockholder shall fail to furnish the Secretary with his correct post office address, notice may be addressed to such stockholder at the general post office in Denver, Colorado. A waiver of notice of such meeting in writing, signed by the person or persons entitled to said notice, whether before, at or after the time stated therein, shall be deemed equivalent to such notice. The -3 - signing and approval of the minutes of any meeting, or attendance at and participation in any meeting, shall be deemed a waiver of notice thereof. 5. Quorum. The holders of a majority of the stock issued and outstanding, exclusive of treasury stock, present in person, or represented by proxy, shall be requi- site to and shall constitute a quorum at all meetings of the stockholders for the transaction of business, except as otherwise provided by statute or the Articles of In- corporation, or these Bylaws. 6. Adjournment. If a quorum is not present or represented at any meeting of the stockholders, or if a majority of the voting stock, present or represented at any meeting, votes in favor thereof, such meeting may be ad- journed for a period not to exceed 60 days at any one adjournment, without notice other than the announcement at the meeting. At such adjourned meeting at which a quorum shall be present or represented any business may be transacted which might have been transacted at the meeting as originally notified. 7. Proxies. At any meeting of the stockholders, each stockholder shall have the right to vote, in person or by proxy, the number of shares standing in his or her name on the books of the Company. Proxies shall be ap- pointed by an instrument in writing subscribed by such stockholder or by his duly authorized attorney and de- livered to the Secretary of the meeting. 8. Voting. When a quorum is present or repre- sented at any meeting, the vote of the holders of a majority of the stock, present in person or represented by proxy, shall decide any question brought before such meeting, un- less the question is one upon which a dirferent vote is required by statute or the Articles of Incorporation or these Bylaws, in which case such express provision shall cover and control the decision of such question. Each share of stock shall entitle the holder thereof to one vote. If the transfer books are not closed and no record date- is—f-ixed—by —the—Board-of—tires-tors, the -date —on --which the notice of meeting is mailed shall be deemed to be the record date for the determination of stockholders entitled to vote in such meeting. Transferees of shares trans- ferred after the said record date shall not be entitled to notice of or to vote at such meeting. 9. Waiver. When all the stockholders of the Company shall be present or represented by proxy at any meeting, either annual or special, however called or noti- fied, or(when the holders of a majority of the stock (or such greater proportion thereof as may in any instance be required by statute) shall be present or represented by proxy and the holders of the balance of the outstand- ing stock shall sign a written waiver of notice or a written consent, all objections to the manner of calling such meeting shall be waived, the validity of such meet- ing shall be ratified and the acts of such meeting shall be valid as if regularly called and notified. The -5 - signature of the stockholders in person or by proxy sub- scribed to the minutes of any meeting shall be deemed and taken to be a written consent hereinabove provided. ARTICLE III - DIRECTORS 1. Powers. The business and affairs of the Company shall be managed by the Board of Directors, which may exercise all powers of the Company and do all such lawful acts as are not by statute or by the Articles of Incorporation or by these Bylaws required to be exercised or done by the stockholders. 2. Number. The Board of Directors shall con- sist of not less than three nor more than seven members. The number of directors may be increased from time to time within the limits aforesaid by action of a majority of the whole Board of Directors as then constituted, but the num- ber of directors may thereafter be decreased only by the stockholders of the Company at an annual or special meet- ing thereof. 3. Term of Office. Each director shall be elected to serve for a term of one year or until his suc- cessor shall be elected and qualified. 4. Elections. The Board of Directors shall be elected by plurality vote by written ballot at the annual meeting of the stockholders as provided in Article II; pro- vided, however: a. In the case of any vacancy in the Board of Directors by reason of death, resignation, disquali- fication or otherwise, a majority of the remaining -6 - directors, though less than a quorum, may choose a successor to fill said vacancy, and the successor shall hold office for the unexpired term until the next annual meeting of the stockholders or until his successor shall be elected and qualified. b. In the event an election of directors shall not be held on the date fixed for the annual meeting of stockholders, such directors may be elected at a special meeting of stockholders to be called for such purpose. Such special meeting may be called by the directors —then —in —office --or by--any—two--stockholders, by giving the public and separate notice required by Article II of these Bylaws. 5. Meetings. a. The Board of Directors shall meet immedi- ately after the annual meeting of the stockholders to organize and elect the officers of the Company. If a new Board of Directors is elected at a special meeting of stockholders, such directors shall hold their organization meeting immediately thereafter. No prior notice of such meetings of the Board of Di- rectors need be given. b. Thereafter the Board of Directors shall meet at azch times and at such places as the Board shall, from time to time, determine; or meetings may be called by the President, or in his absence or dis- ability, by the Vice President, orby any two members of the Board of Directors. Three days notice to each -7 - director, sent by mail, telegraph, cablegram or radiogram to the last known business or residence address of each director, shall be given by the Secretary or by the members of the Board calling any regular or special meeting. c. Meetings of the Board of Directors shall be held at the principal office of the Company in Denver, Colorado; provided, however, that by reso- lution of the directors and reasonable notice to each member of the Board, meetings may be held at such otherpiace_ within_ _or without the -State -of -Colo- rado, as the Board may designate. 6. Quorum. At all meetings of the Board a ma- jority of the directors shall be necessary and sufficient to constitute a quorum for the transaction of business, and the act of a majority of the directors present at any meet- ing at which a quorum is present shall be the act of the Board of Directors, except as otherwise specifically re- quired by statute, or by the Articles of Incorporation or by these Bylaws. If a quorum shall not be present at any meeting of directors, the directors present thereat may ad- journ the meeting from time to time, without notice other than announcement at the meeting, until a quorum shall be present. 7. Waiver. When all the directors shall be pres- ent at any meeting, however called or notified, or when a quorum of the Board of Directors shall be present at any such meeting, and a written waiver of notice is given by the -8 - remaining directors, or a written consent thereto is signed by the remaining directors, the acts of any such meeting shall be as valid as if regularly called and notified. The signature of the directors subscribed in the minutes, or to a written instrument of waiver, shall be deemed and taken to be the written consent hereinabove provided. 8. Executive Committee. Between the meetings of the Board of Directors an Executive Committee consisting of two or more directors of this Company, which committee shall be designated by a resolution passed by a majority of the Whole Board of Directors, shall —have and may exercise, sub- ject to such limitations as may be prescribed by these Bylaws or by resolution of the Board, the powers of the Board of Di- rectors and management of the business and affairs of this Company; provided, that such Executive Committee shall act only at such times as the Board of Directors are not in ses- sion and in no case to the exclusion of the Board of Direc- tors at any time to act as a Board upon any business of the Company. 9. Compensation. Directors, as such, shall not receive any salary for their services, but by resolution of the Board a fixed sum and expenses of attendance, if any, may be allowed for attendance at each regular or special meeting of the Board or meeting of the Executive Committee; provided, nothing herein contained shall preclude any director from serving the Company in any other capacity and receiving com- pensation therefor. -9 - ARTICLE IV - OFFICERS 1. The officers of the Company shall be: A Presi- dent, a Vice President, a Secretary, and a Treasurer. The Board of Directors in its discretion may from time to time appoint such other officers and agents, who shall have such authority and shall perform such duties as shall be determined by the Board. 2. Qualifications. The President and Vice Presi- dent shall be members of the Board of Directors; the other officers may or may not be either directors or stockholders. One- person -may —concurrently -hold —the —offices —of Secretary and Treasurer, or of Vice President and Treasurer. 3. Elections. The President, Vice President, Secretary and Treasurer shall be elected at the first meet- ing of the Board of Directors after each annual meeting of the stockholders; other officers may be appointed at any time by the Board of Directors. 4. Term of Office. The elective officers herein named shall hold office for the term of one year or until their successors shall be elected. Other officers shall serve during such time as may be determined by the Board of Directors. 5. Salaries. The salaries of all officers, agents and employees of the Company shall be fixed by the Board of Directors or by the person or persons with properly dele- gated authority from the Board of Directors. b. Removal and Vacancy. Any officer elected or appointed by the Board of Directors may be removed at any -10 - time by the affirmative vote of a majority of the Board of Directors, with or without cause. If the office of any elective officer becomes vacant for any reason, the vacancy shall be filled by the Board of Directors, and the person so chosen shall hold office for the unexpired term or until his successor is chosen and qualified. 7. President. The President shall be the chief executive officer of the Company; he shall preside at all meetings of the stockholders and of the directors, shall be ex officio a member of the Executive Committee of the Board of Directors-,--shall—have—general-supervision—of-the--affairs of the Company, shall supervise all other officers, and shall perform such other duties as may be from time to time assigned to him by the Board of Directors. He shall sign and execute all authorized bonds, mortgages, deeds of trust, promissory notes and other evidences of indebtedness, deeds, convey- ances, certificates of stock and other instruments of writ- ing authorized by the Board of Directors, shall see that the seal of the Company is attached to any instrument requiring the same, and may attest the same by his signature. 8. Vice President. The Vice President shall have power to perform all of the duties of the President, in the absence of the President or his inability for any reason to perform such duties. The signature of the Vice President on any conveyance, assignment, certificate or other instru- ment or document executed in the name of or on behalf of the Company, shall be prima facie evidence of his authority to sign the same for the Company. -11- 9. Secretary. The Secretary shall attend all meetings of the Board of Directors and of the stockholders and shall record all votes and minutes of all proceedings in a book or books to be kept for that purpose, and shall perform like duties for the Executive Committee of the Board of Directors when required. He shall give, or cause to be given, notice of all meetings of the stockholders and of special meetings of the Board of Directors, shall perform such other duties as may be prescribed by the Board of Directors or the President. He shall keep in safe cus- tody the seal of the Company, and, when authorized by the Board, affix the seal to any instrument requiring the seal and attest the same by his signature. In the absence of the Secretary or his inability to perform his duties, such duties may be performed by an assistant secretary or by a secretary pro tempore appointed at any meeting. 10. Treasurer. The Treasurer shall have custody of the corporate funds and securities, shall keep full and accurate records of all financial transactions of the Com- pany, and shall deposit all moneys and other valuable effects in the name and to the credit of the Company in such deposi- tories as may be designated by the Board of Directors. He shall disburse the funds of the Company, either alone or in conjunction with others named by resolution of the Board, as may be ordered by the Board, taking proper vouchers for such disbursements; and he shall render to the President and the directors, at the regular meeting of the Board, or whenever they may require it, an account of all his transactions as Resolutions of Cannon Land Company Board of Directors October 15th, 2019 RESOLVED TO grant a lease for the mining of sand, gravel, aggregate, topsoil, stone, rock and all other valuable solid materials to LG Everist, Inc in accordance with the terms set forth in the Lease Agreement For Mining and Reservoir Construction presented to the Board of Directors of Cannon Land Company ("CLC") (the "Board") at its meeting on October 15th, 2019. RESOLVED THAT Patrick G Cannon, Vice President of CLC, be and is hereby authorized to execute, on behalf of CLC, the following agreements, in a form substantially the same as the versions presented to the Board at its meeting on October 15th, 2019. Lease Agreement For Mining and Reservoir Construction; and Option For Purchase and Sale (Blue Ribbon Tree Farm) -12 - Treasurer and of the financial condition of the Company. If required by the Board of Directors, the Treasurer shall give a bond in such sum, and with such surety or sureties as may be satisfactory to the Board, for the faithful per- formance of the duties of his office as Treasurer, and for the restoration of the Company, in case of his death, resig- nation, retirement or removal from office, of all books, papers, vouchers, money and other property of whatever kind in his possession or under his control belonging to the Com- pany. In the absence of the Treasurer or his inability to perform the__duties__of_his_office_such- duties-may--be-per-- -- formed by an Assistant Treasurer or such other person desig- nated by the Board. 11. Compensation. No officer shall receive any salary or compensation for his services unless and until the same shall have been authorized by the Board of Direc- tors. ARTICLE V - STOCK 1. Form of Certificates. Certificates of stock of the Company shall be in such form as may be approved by the Board of Directors, and shall be signed by the President, or Vice President, and by the Secretary, with the seal of the Company affixed thereto. All certificates shall be con- secutively numbered, shall be issued in consecutive order from stock certificate book, and a record of each certifi- cate issued shall be kept on the stub thereof and also in the stock ledger of the Company. Each certificate shall state the name of the holder or holders, the number of shares -13 - represented thereby and the date of issue thereof. 2. Lost Certificates. The Board of Directors may direct a new certificate of stock to be issued to re- place any certificate theretofore issued by the Company alleged to have been lost, or destroyed, upon the making of an affidavit of that fact by the owner claiming the certificate or certificates to have been lost or destroyed. When authorizing such issue of a new certificate, the Board of Directors may, in its discretion, and as a condition precedent to the issuance thereof, require the owner of such lost -or -destroyed--certificate , -or-has-lega-l--representa- tive, to advertise the same in such manner as it shall re- quire and to give the Company a bond in such sums and with such sureties as it may direct as indemnity from any lia- bility or expense which the Company may incur by reason of the original certificate remaining outstanding. 3. Transfer of Certificates. Certificates of stock shall be transferred in accordance with the laws of the State of Colorado now or hereafter in effect. Certifi- cates of stock shall be transferable on the books of the Company upon surrender to the Company or its transfer agent cf a certificate duly endorsed or accompanied by proper evi- dence of succession, assignment, or authority to transfer, and with such proof of the authenticity of the signature as the Company or its agents may reasonably require. The Company shall be entitled to treat the holder of record of any share of stock in the Company as the owner thereof, and -'4 - shall not be bound to recognize any equitable or other claim to, or any interest in, such share, on the part of any other persons, whether or not it shall have express or other notice thereof, except as expressly provided by the laws of the State of Colorado. 4. Record Date and Closing of Transfer Books. The Board of Directors may fix a time not exceeding 50 days preceding the date of any meeting of shareholders or the date fixed for payment of any dividend or distribution or the date for allotment of rights, or, subject to contract rights with respect thereto, the date when any change or s conversion or exchange of shares shall be made or go into effect, as a record date for the determination of the share- holders entitled to notice of and to vote at any such meet- ing, or entitled to receive payments of any such dividend, or allotment of rights, or to exercise the rights in re- spect to any such change, conversion or exchange of shares, and in such case only shareholders of record on the date so fixed shall be entitled to notice of and to vote at such meetings, or to receive payment of such dividend, or allot- ment rights or to exercise such rights, as the case may be, notwithstanding any transfer of shares on the books of the Company after any record date affixed as aforesaid. The Board of Directors may close the books of the Company against transfers of shares during the whole or any part of such period. -15 - ARTICLE VI - STOCK BOOK The Secretary of the Company shall keep a book containing the names, alphabetically arranged, of all per- sons who are, or shall have been within one year, stock- holders of the Company, and showing their place of resi- dence, the number of shares of stock held by them respec- tively, the time when they ceased to be such stockholders, the amount of stock actually paid in, and what proportion was paid in cash. Such book, or a duplicate thereof, shall be open at the principal office of the Company in Denver, Colorado_,_ for__inspection--by- stockholders —and —judgment judgment creditors of the Company and their personal representatives, upon written request made in good faith for a proper pur- pose; and extracts may be made from such book. ARTICLE VII - INSPECTION OF BOOKS, ACCOUNTS AND PAPERS Any stockholder may inspect, and take copies or make extracts from, the books, accounts, and papers of the Company upon demand made in writing in good faith and for a proper purpose. The Board of Directors shall de- termine from time to time reasonable regulations limiting the time and place of inspection and copying and may pre- scribe reasonable conditions restricting the right of in- spection and making of extracts. ARTICLE VIII - DIVIDENDS Dividends upon the capital stock of the Company may be declared by the Board of Directors at any regular or special meeting. Before declaration or payment of any -16 - dividend, there may be set aside out of the retained earnings or surplus of the Company available for dividends such sums as the directors may, from time to time in their absolute discretion, thinly proper for a reserve fund to meet contingencies, or for repairing, replacing, expand- ing, or maintaining any property of the Company, or for such other purposes as the directors shall think conducive to the best interests of the Company; and the directors may modify or abolish any such reserve at any regular or spe- cial meeting. ARTICLE —IX ---PREPARATION OF STATEMENT -OF-AFFAIRS----- Upon the written request of any person or persons owning 15% of the outstanding stock of the Company, the Secretary or the Treasurer shall make a statement of the affairs of the Company, under oath, embracing a particular account of all its assets and liabilities in detail. Such statement shall be delivered to the persons presenting the written request within 20 days after such presentment, and a copy shall be kept on file in the office of the Company for six months thereafter, which copy shall be open to the inspection of any stockholder demanding an examination thereof during business hours. Such statement shall not be prepared more often than once in six months. ARTICLE X - CHECKS All checks or demands for money and all notes of the Company shall be signed by such officer or officers as the Board of Directors may from time to time designate. -17 - ARTICLE XI - FISCAL YEAR The fiscal year of the Company shall begin on the 31st day of March in each year. ARTICLE XII - SEAL The corporate seal shall have inscribed thereon the name of the Company, and the words "SEAL" and "COLORADO". The seal may be used by causing it or a facsimile thereof to be impressed or affixed or reproduced. ARTICLE XIII - AMENDMENT These Bylaws may be altered, amended, revised, or repea-led--either-by- the-aff-irmative- vo te-o f —a- majority --or the Board of Directors of the Company at any regular or special meeting of said Board or by a majority vote of the stockholders present or represented at any regular or spe- cial meeting of the stockholders at which a quorum is pres- ent or represented; provided notice of the proposed altera- tion, amendment, revision, or repeal shall be contained in the notice of such regular or special meeting. From: Patrick Cannon <patrick@cannonlandco.com> Sent: Monday, September 28, 2020 4:31 PM To: Lynn Mayer Shults <Imshults@LGEVERIST.com> Cc: Matthew Noteboom <msnoteboom@LGEVERIST.com> Subject: Re: FW: Ragsdale Reservoirs - additional Authority Documentation required by Weld County Hi Lynn, Here is the chain of authority for CLC in the simplest terms I can put it, with the Articles etc for the company attached as support: • The Articles of Cannon Land Co (formerly the Detroit Building Co name change shown on p1-3 of the attached) authorise the CLC BOD to lease the company's property by majority vote (Article VI, para 4 on p9 of the attached) • The CLC BOD voted on and unanimously approved the resolutions on p31 of the attached at its Oct 15th, 2019 meeting. The LGE/Cannon lease requires LGE to apply for permits (section 5 of the lease) and for CLC to support LGE's effort to do that (para 6.5.2) • I don't know if anything further than that is required but the minutes documenting my election as president of CLC by the BOD were attached to my last email. The delegated authority of the president of CLC are on p23 of the attached (Article IV, para 7 of the bylaws) We're actually in the process of updating the bylaws etc but that will take some time, so we are stuck with these rather antiquated documents for now! I hope that works. Patrick Hello