The URL can be used to link to this page

Browse Search

Home My WebLink About20260107 Use by Special Review (USR) Application Planning Department Use: Date Received: Amount$ Case#Assigned: Application Received By: Planner Assigned: Property Information Is the property currently in violation? El No/ ❑ Yes Violation Case Number: Parcel Number: 096525100005- - -Site Address: 096525100005 Legal Description: ENTIRE SECTION Section: 25 , Township 5 N, Range 63 W Zoning District: AG Acreage: 621.97 Within subdivision or townsite? I J No/ ❑ Yes Name: Water (well permit#or water district tap#): Sewer (On-site wastewater treatment system permit#or sewer account#): Floodplain x❑ No/ ❑ Yes Geological Hazard x❑ No/ ❑ Yes Airport Overlay El No/ ❑ Yes Project USR Use being applied for: Sand mine Name of proposed business: Section 25 Sand Mine Property Owner(s) (Attach additional sheets if necessary) Name: Robert Lembke Company: 70 Ranch LLC Phone#: 303-659-5000 Email:boblembke@thebromleycompanies.com Street Address:8301 E Prentice Ave#100 City/State/Zip Code: Greenwood Village,CO 80111 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Kyle Regan Company: Civil Resources,LLC Phone#: 303-833-1416 x10 Email: KyleR@civilresources.com Street Address: 8308 Colorado Blvd#200 City/State/Zip Code:Firestone,CO 80504 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.All fee owners of the property must sign this a lication, or if an Authorized Agent signs, an Authorization Form signed by all fee owners must be inclu i the applic ion:-IJ the fee owner is a corporation, evidence must be included indicating the signatory has the egal authority to s' 'fox-the c tion. Signatu a Date Signature Date Robert A. Lembke, Manager, 70 Ranch, LLC Print Print Departments of Planning -..�� §§3,_-N. Building, Development Review and Environmental Health lil, t„ : — 1402 N 17TH Avenue +.. ��ff V ii ri P.O. Box 758 v ,�4 � Greeley, CO 80632 — CCj 1 i Y Authorization Form I, (We), 70 Ranch LLC , give permission to Kyle Regan (Owner—please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access, Grading or OWTS permits on our behalf, for the property located at(address or parcel number) below: Parcel:096525100005 Legal Description: of Section 25 , Township 5 N, Range 63 W Subdivision Name: Lot Block Property Owners Information: Address: 8301 E Prentice Ave#100,Greenwood Village,CO 80111 Phone: 303-659-5000 E-mail: Jason VonLembke<jason@70ranch.com> Authorized Agent/Applicant Contact Information: Address: 8308 Colorado Blvd,Suite 200,Firestone,CO 80504 Phone: 303.833.1416 Ext 210 E-Mail: KyleR(i,,civilresources.com Correspondence to be sent to: Owner Authorized Agent/Applicant x by: Mail Email x Additional Info: I (We) hereb ' , der penalty of perjury and after carefully reading the entire contents of this docum t, that the info ion tated ye is true and correct to the best of my(our) knowledge. Date Owner Sig tur Owner Signature Subscribed and sworn to before me this /2 day of AffiLISI , 20 by Robert A. Lembke as Manager of 70 Ranch, LLC. My commission expires / / ! �-�u- �� N�yPubi� �TV� ESSENCE FARMER NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20234014348 MY COMMISSION EXPIRES APRIL 14,2027 Flo) ARTICLES OF ORGANIZATION na.r rr COLO:tAuo secilE Aiw oa.t7TAI T4 Form 400 Revised July 1,2002 Filing fee: $50.00 200313717,97 1^: Deliver to: Colorado Secretary of State 50.011 Business Division, SECRETARY RY OF STATE 1560 Broadway, Suite 200 11-2 1-'201 3 15:2 7 e 47 Denver,CO 80202-5169 This document must be typed or machine printed Copies of filed documents may be obtained at www sos state en BR ABOVE SPACE FOR OFFICE USE ONLY Pursuant to § 7-80-203, Colorado Revised Statutes (C.R.S.),the individual named below causes these Articles of Organization to be delivered to the Colorado Secretary of State for filing, and states as follows: 1. The name of the limited liability company is: 70 Ranch, L.L.C. The name of a limited liability company must contain the term "limited liability company", "ltd,liability company", "limited liability co."or"ltd.liability co."or the abbreviation "LLC"or"L.L.C."§7-90-601(3)[(c), C.R.S. 2. If known,The principal place of business of the limited liability company is: 9145 E. Kenyon Ave., Suite#100, Denver, Colorado 80237 3. The name, and the business address, of the registered agent for service of process on the limited liability company are: Name Robert A. Lembke ; Business Address (must be a street or other physical address in Colorado) 9145 E.Kenyon Ave.,#100, Denver,CO 80237 If mail is undeliverable to this address, ALSO include a post office box address: 4. a.If the management of the limited liability company is vested in managers, mark the box E"The management of the limited liability company is vested in managers rather than members." The name(s) and business address(es) of the initial manager(s) is(are): Name(s)Robert A. Lembke Business Address(es) 9145 E. Kenyon Ave.,#100,Denver, CO 802 or b.If management of the limited liability company is not vested in managers rather than members, The name(s) and business address(es) of the initial member(s) is(are): Name(s) Business Address(es) 5. The (a)name or names, and(b)mailing address or addresses, of any one or more of the individuals who cause this document to be delivered for filing, and to whom the Secretary of State may deliver notice if filing of this document is refused, are: Laura Mitzner,9145 E.Kenyon Ave.,#100, Denver,Colorado 80237 OPTIONAL. The electronic mail and/or Internet address for this entity is/are: e-mail boblembke@thebromleycompanies.com Web site The Colorado Secretary of State may contact the following authorized person regarding this document: name Robert A.Lembke address 9145 E.Kenyon Ave.,#100,Denver,Colorado 80237 voice 303-785-3584 fax 303-773-1005 e-mail COEII'9J t+_d 1 COMPLETE - TfiR Disolaimen This form,and any related instructions,are not intended to provide legal,business or tax advice.and are offered as a public service without representation or warranty.While this Conn 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. 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES-StURCES USE BY SPECIAL REVIEW ENVIRONMENTAL HEALTH QUESTIONNAIRE 1. Discuss the existing and proposed potable water source. If utilizing a drinking water well, include either the well permit or well permit application that was submitted to the State Division of Water Resources. If utilizing a public water tap, include a letter from the Water District,a tap or meter number, or a copy of the water bill. The Operator will utilize bottled drinking water and portable toilets instead of a sewage disposal system. 2. Discuss the existing and proposed sewage disposal system. The Operator will utilize portable toilets instead of a sewage system. 3. If storage or warehousing is proposed, what type of items will be stored? Storage at the site will include: Sand and gravel stockpiles, and equipment will be stored in the mine pit or plant area. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. The site will have an SPCC at all times. No hazardous chemicals are necessary or used in the proposed operation. Petroleum products typical for the operation of heavy equipment(i.e., lubricants) and fuel will be stored in a secure enclosure within or near the shop facility. 5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. Fuel will be stored on site by the sand plant. The quantity and size of the tank will be determined at a later date and will be covered by a Spill Prevention Control and Countermeasure(SPCC) plan. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. Trucks and equipment will be washed near the plant or in the open mine pits and will managed in accordance with the Site's Stormwater Management Plan. 7. If there will be floor drains, indicate how the fluids will be contained. There will be no floor drains at the site. 8. Indicate if there will be any air emissions. Air emissions will consist of dust and particulate matter associated with mining operations. The site will apply for an air emissions permit with the Colorado Department of Public Health and Environment prior to mining operations. 9. Provide a design and operations plan if applicable. Not Applicable 10. Provide a nuisance management plan if applicable. Not Applicable 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES-StURCES USE BY SPECIAL REVIEW MINING QUESTIONNAIRE 1. Describe any active mining permits that the applicant holds within Weld County.The applicant holds mine permits for the S&H Mine(M-2000-158) and the Section 20 Gravel Mine(M-2022-001) 2. Describe the types, numbers and purpose of structures that will be built on-site and any operation and processing equipment and vehicles to be utilized, including overhead and below-surface conveyors and whether temporary or permanent. Proposed permanent improvements include one slurry wall for post-mining water storage, and associated infrastructure to distribute water to and from water storage facilities. Most improvements will be present for the life or mining (including reclamation); improvements include a scale and an aggregate plant. Dirt access roads will be constructed at the site. Overhead conveyors or haul trucks will be utilized to move aggregate from the active mine face to the plant site. Overhead conveyor crossings will be build either over or under Weld County Road 42 and the Western Mutual Ditch. Parking will be located next to plant facilities. Equipment to be used: Scrapers, Dozers, Motor Graders, Excavators, Loaders and pick up trucks. 3. Describe the number of shifts and/or rotations to be worked and the average and maximum number of employees. A crew of up to 14 members will perform mining and aggregate processing work. The proposed operation will operate during daytime hours up to 7 days per week. 4. Describe any groups of persons who may access the site on a typical, expected basis including visitors, deliveries, etc. In addition to persons working at the site, as described in response to the question above, the primary source of additional visits will be truck drivers receiving loads for delivery off-site. The aggregate operation is estimated to generate up to 250 trips (i.e., 125 outbound loaded trucks), up to 7 days per week. Incidental trips —on the order of 20 to 40 trips per day — are expected from vendors, mechanics, inspectors and others with occasional business at the site. The facility is not open to the general public. 5. Explain if the operation will involve a wet or dry pit and/or a slurry wall. The operation will be dry mined with a slurry wall. 6. Describe the size of the area (by acreage and depth) to be worked at any one time. The site will be mined in phases with each phase is approximately 30-55 acres in size. The Operator may mine multiple phases concurrently in order to obtain a range of material for production. In addition to mining, the Operator, will begin reclaiming slopes as mining is finished in each stage. Since multiple phases will be being worked at any one time,the approximate size of the areas to be worked at any one time will range from 30 acres to 120 acres and will depend on market conditions. 7. Describe the estimated timeframe that will be required for the various stages of the operation including site preparation, site construction, pit and stockpile development, mining and reclamation. The Operator anticipates that mining will commence as soon as all permits are in place. The Operator anticipates extracting approximately 250,000 in the first year and up to 1,000,000 tons at peak capacity. Production rates will vary based on market demands. There is approximately 24 million tons of sand at the mine which will take approximately 26 years to fully mine out. 8. Describe the type of material and the depth and thickness of the mineral deposit to be mined and the thickness of growth medium and or overburden to be removed and stockpiled. The deposit consists mainly of Eolian windblown sand with 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES'JURCES some slope wash clay deposits and coarser alluvial gravel in the deepest sections of the mine. The depth to bedrock ranges from 15 feet deep near towards the northeast to 85 feet deep to the southwest corner of the section. 9. Describe the proposed use of reclaimed lands and an explanation of the reclamation process, including if any water storage is proposed post-reclamation. The proposed use of the reclaimed land will be developed water storage, rangeland, and wildlife habitat. The finished slopes of the reservoir will be no steeper than 3:1 for slopes mined at a 3:1. Disturbed areas not used as water storage will have a minimum of 6" of top soil and will be revegetated with the approved seed mix. 10. Explain and justify any request to operate beyond the standard Mining Operations Policies per Section 23-4-290.A and/or B of the Weld County Code. Such waivers may be considered and approved by the Board of County Commissioners. Not Applicable 11. List any County, Municipal or CDOT roads and bridges to be utilized along with site entrance/exit points. See attached Traffic Impact Study for proposed haul routes. For the south entrance the haul route will be WCR-69 to Highway 34. For the West entrance the haul route will be WCR-388 to WCR-61 to Highway 34. CIVIL RES' 4URCES, LLC ENGINEERS & PLANNERS MEMORANDUM TO: Department of Planning,Weld County File—70 Ranch Sand Mine FROM: Civil Resources, LLC DATE: November 25, 2025 RE: Use By Special Review Questionnaire The following are updated sections of the Use By Special Review Planning Questionnaire and Mining Questionnaire to be added to the official project narrative.All other portions of the project narrative remain unchanged. USE BY SPECIAL REVIEW PLANNING QUESTIONNAIRE 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. In addition to people working at the site, as described in response to the question above,the primary source of additional visits will be truck drivers receiving loads for delivery off-site. The aggregate operation is estimated to generate up to 520 trips per day(i.e.,260 outbound loaded trucks), up to 7 days per week. USE BY SPECIAL REVIEW MINING QUESTIONNAIRE 3. Describe the number of shifts and/or rotations to be worked and the average and maximum number of employees. A crew of up to 14 members will perform mining and aggregate processing work. The proposed operation will operate 24 hours a day up to 7 days per week. 4. Describe any groups of persons who may access the site on a typical, expected basis including visitors, deliveries, etc. In addition to persons working at the site, as described in response to the question above, the primary source of additional visits will be truck drivers receiving loads for delivery off-site. The aggregate operation is estimated to generate up to 520 trips (i.e.,260 outbound loaded trucks), up to 7 days per week. 7. Describe the estimated timeframe that will be required for the various stages of the operation including site preparation, site construction, pit and stockpile development, mining and reclamation. The Operator anticipates that mining will commence as soon as all permits are in place. The Operator anticipates up to 2,000,000 tons at peak capacity. Production rates will vary based on market demands. There is approximately 20 million tons of sand at the mine which will take approximately 10 years to fully mine out. 11. List any County, Municipal or CDOT roads and bridges to be utilized along with site entrance/exit points. See attached Traffic Impact Study for proposed haul routes. For the south entrance the haul route will be WCR-69 to Highway 34. 8308 COLORADO BLVD • SUITE 200 • FIRESTONE, COLORADO 80504 • PHONE: 303.833. 1 41 6 CIVIL RES'XURCES, LLC ENGINEERS & PLANNERS MEMORANDUM TO: Department of Planning,Weld County File—70 Ranch Sand Mine FROM: Civil Resources, LLC DATE: August 12, 2025 RE: Use By Special Review 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. USE BY SPECIAL REVIEW PLANNING QUESTIONNAIRE 1.Explain the proposed use and business name. The site is known as the 70 Ranch Sand Mine ("The Site") and will be operated by 70 Ranch LLC.The proposed use of the site is a sand mine and water storage. 2. Explain the need for the proposed use. The sand and gravel reserves at the Site will be used as proppant in oil and gas wells.The site will be reclaimed as developed water storage which will provide much needed water to the area. 3. Describe the current and previous use of the land.The property is historically agricultural, grazing rangeland. 4. Describe the proximity of the proposed use to residences. There are no residences in the proximity of the proposed mine. 5. Describe the surrounding land uses of the site and how the proposed use is compatible with them. The surrounding land uses are oil and gas exploration and developed water storage. 6. Describe hours of operation. The mine will operate up to 7 days per week, 24 hours a day. These normal hours of operation are occasionally supplemented by after-hours maintenance of equipment. 7. Describe the number of employees including full-time, part-time, and contractors. If shift work is proposed, detail the number of employees, scheduled and duration of shifts. A crew of up to 14 members will perform mining and aggregate processing work. Mining will be performed up to 24 hours a day depending on market conditions. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. In addition to people working at the site, as described in response to the question above, the primary source of additional visits will be truck drivers receiving loads for delivery off-site. The aggregate operation is estimated to generate up to 288 trips per day (i.e., 144 outbound loaded trucks), up to 7 days per week. Incidental trips — on the order of 20 to 40 trips per day — are expected from vendors, mechanics, inspectors and others with occasional business at the site. The facility is not open to the general public. 9. List the types and maximum number of animals to be on the site at any one time. Not applicable. 8308 COLORADO BLVD • SUITE 200 • FIRESTONE, COLORADO 80504 • PHONE: 303.833. 1 41 6 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES-StURCES 10. List the types and number of operating and processing equipment. Off-road, "yellow-iron"vehicles are an integral part of aggregate operations. Up to 4 loaders and 1 or 2 excavators and a bulldozer would be typical at this site. Off-road haul trucks may also be used at various times throughout the life of the mine. A number of scrapers, up to 6, may be used to open the mine (i.e., to strip overburden). The only road-tagged vehicles that would be stored at the site would be 2 to 4 pickup trucks to aid in operations. Aggregate haulers using both tandem dump trucks and, more typically, open-dump semi tractor-trailers are expected throughout the life of the mine. 11. List the types, number and uses of the existing and proposed structures. Proposed permanent improvements include one slurry wall for post-mining water storage, and associated infrastructure to distribute water to and from water storage facilities. Parking will be located next to plant facilities. 12. Describe the size of any stockpile, storage or waste areas. The site will include a product stockpile and a topsoil stockpile (see the Site Map for stockpile locations), both of which will be approximately 10 acres in size. Equipment will be stored in the mine area. 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. Trash will be picked up weekly. 14. Include a timetable showing the periods of time required for the construction of the operation. The Operator anticipates that mining will commence as soon as all permits are in place. The Operator anticipates extracting approximately 250,000 in the first year and up to 1,000,000 tons at peak capacity. Production rates will vary based on market demands. There is approximately 24 million tons of sand at the mine which will take approximately 26 years to fully mine out. 15. Describe the proposed and existing lot surface type and the square footage of each type. The existing lot is unimproved sand dunes, with a lined pond, and some plugged and abandoned oil and gas wells with associated infrastructure. 16. How many parking spaces are proposed? How many handicap-accessible parking spaces are proposed? No marked parking spaces are proposed.Vehicles will park adjacent to the plant. 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. There is a barbed wire fence surrounding the site. No screening is proposed as the Site is not adjacent to public right of ways. 18. Describe the existing and proposed landscaping for the site. The remaining above grade portions will be reclaimed to dryland and agricultural with no additional landscaping. 19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. The proposed use of the reclaimed land will be developed water storage, and rangeland. The Cells will be mined and reclaimed at a 3:1 slope. Disturbed areas not used as water storage will have a minimum of 6" of top soil and will be revegetated with the approved seed mix. 20. Describe the proposed fire protection measures. Fire protection will be provided by the Platte Valley Fire Protection District.The site facilities and equipment will be provided with fire extinguishers. 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The site is consistent with Chapter 22, Article 5 Section 80 of the Weld County Code, "General Commercial Mineral Deposits("aggregate") and Ore Mineral Resources Goals and Policies" to promote the reasonable and 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES'JURCES orderly exploration and development of mineral resources and to promote the reuse of reclaimed aggregate quarries for water storage. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. The area is zoned Agricultural. The proposed use is consistent with Chapter 23, Article 3, Division 1. A, which allows for open pit mining in Agricultural Zone Districts. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. The area is within the 70 Ranch property which is currently utilized for oil and gas exploration. No municipalities will be affected by the proposed land use. 24. Explain how this proposal impacts the protection of the health, safety and welfare of inhabitants of the neighborhood and the County. CDPHE air and water divisions closely regulate on and off-site impacts from dust, odor, runoff, etc. The site is generally surrounded by other aggregate operations or agriculture, and distance to other residences is generally expected to attenuate any on-site noise or visual impact. The proposed operation will at all times comply with relevant statutes and ordinances concerning these nuisance factors. 25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. There is an irrigation storage pond on the eastern boundary of the section. 26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District. Not Applicable 27. Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. • DRMS Permit M2025-015—The applicant holds a DRMS permit • CDPS Permit—The applicant is in the process of applying for a discharge permit. • Air Emissions Permit— The applicant is in the process of applying to an Air Emissions Permit with the CDPHE. 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES-StURCES USE BY SPECIAL REVIEW PUBLIC WORKS QUESTIONNAIRE 1. Describe the access location and applicable use types of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed)from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. The mine is located within the 70 Ranch property.The operation will utilize 2 access points to exit the 70 Ranch property on to the surrounding county road system.To the west vehicles will access the site where County Road 388 terminates into the site and to the south the access will be located where County Road 69 terminates at the bridge over the River Intake Canal.Additionally,there will be an easternly exit to Weld County Road 58 for customers to the northeast. For a more detailed explanation of the haul routes and access locations please see the Traffic Impact Study performed by Kimley Horn and included with this application. 2. Describe and changes to an existing access, if applicable. Gates and tracking devices will be added to the proposed access points. 3. Describe in detail any existing or proposed access gate including its locations. Existing access gates are located at both proposed access points. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include approximate distance each access is from an intersecting county road. No access permits are located on the adjacent parcels. There are multiple access permits that have been granted for the access locations proposed for the mining operation,they include: WCR-388 AP18-00286—70 Ranch do Clayton Homes AP17-00212—PDC Energy Inc APOG19-0123—70 Ranch c/o Cureton Front Range AP15-00054—M3 Construction/NGL Water Solutions DJ AP15-00395—Bonanza Creek Energy AP15-00441 —Noble Energy, Inc AP15-00506—DCP Midstream APOG20-0021 —70 Ranch c/o Crestone Peak Resources do RM Power Solutions AP15-00472—Blue Grama Land Corp do Tetra Tech WCR-69 AP16-00384—Bonanza Creek Energy Operation Company AP18-00808—70 Ranch LLC do Better Electric Inc. APOG20-0046—70 Ranch c/o Cureton AP20-00191 —70 Ranch LLC APOG22-0030—Colorado State APOG23-0074—70 Ranch c/o Taproot Rockies Midstream 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. The site has good line of sight from the proposed access points. See the attached Traffic Impact Study for more details. 70 Ranch LLC—Section 25 Sand Mine August 2025 CIVIL RES-3JURCES 6. Describe any horizontal curve in the vicinity of an existing or proposed access.The county roads both terminate into the Site. 7. Describe the topography of the road in the vicinity of an existing or proposed access. WCR-338 is flat and WCR-69 exits the 70 Ranch property after crossing a bridge spanning the River Intake Canal. L7 CIVIL RES? URCES STRONG DESIGN.ENDURING VALUE. TECHNICAL MEMORANDUM TO: Weld County Development Review FROM: Civil Resources, LLC DATE: November 20, 2025 RE: Drainage Narrative For Section 25 Sand Mine USR This memorandum discusses the proposed drainage impacts for the Section 25 Gravel Mine (the Site). 1. The applicant is requesting Exemption 6: "Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Engineering and Construction Criteria, including dewatering. Topographical information shall be provided." 2. There currently exists a plastic lined reservoir on the site as well as a raw water pipeline and some oil and gas wells. The proposed improvement is for one (1) gravel mine cell with a reclaimed use of below grade slurry wall lined water storage. 3. Water does not flow onto the property from an off-site source. 4. Water does not leave the property. 5. Site topography generally slopes down from the northeast to the southwest towards the South Platte River corridor. The elevation is highest (4,610') around the lined storage pond to the east of the section and lowest (4,540') at the infiltration ponds to the southwest of the Site.Runoff drains towards isolated depressions in the dunes where it infiltrates and does not leave the Site. 6. No drainage problems associated with the property. 7. No irrigation facilities are adjacent to or near the property. 8. The Site will be mined in stages starting in the northeast corner for the plant site and will then progress to the southwest. Mining is expected to take approximately ten (10)years. Areas yet to be mined will be utilized as their historical use and existing topography will remain until the Operator opens that stage. Once mining is completed in a stage, that area will be reclaimed to it's future use which will mainly be slurry wall lined below grade reservoir. All precipitation that falls within the mine cell or reclaimed reservoir will flow into the pit. Areas outside of the cell will retain their historical flow pattern to isolated depressions. See Figure 2 for the Site Map. CONCLUSION The proposed land use for the Section 25 Sand Mine will not increase the amount of runoff from the Site. A majority of the land will be reclaimed as a below grade reservoir which will retain precipitation that falls within the slurry wall. Areas not reclaimed as reservoirs will be graded to keep existing flow paths towards local depressions. J:1United Water&San-141170 Ranch-Section 25 Mine\Weld County\Application\Section 25 Drainage Memo.docx 8308 COLORADO BLVD, SUITE 200 • FIRESTONE, COLORADO 80504 • PHONE: 303.833. 1 41 6 RNER ACCESS POINT PERMIT/AFFECTED LAND NE CORNER 08'%V LAT 402239.31 N BOUNDARY LAT. 402238.57'N 66'1N cat LONG: 104 23 3 5n Ado: LONG. >04 22 30.19 C -D o o � _ .__ _____ — \ °� \,,,m om 91T i 7 i�1— _,/ HO HO HO L E G E N D f 7— Ho 1 IIii \ f �, {=�^ 2 �( �f_ \ -- • 4 r / .< �' �� ,\\ :\ r- .. �\ I I _ � ; -/ `��?'l� -. )I/�� //��\\ II( I n IIII/ II l //i��\\\\\\\\�� \� / I/ll�l�/I r �`° > >)� )^ �-� �/�� • �- � / �EY 10' FEET INTO BEDROCK� // �\ \\\\\\ ^ Illllll\\IIIIIII I(IIIII 1 I / \ 1 ////�� ✓i I ) � \\\\l l ��\\�( ��— JJ / \\\\ 1 { / I \J\I\ = �1////7 i� I( IIII �� \\\ \�\) �f�S)\\\\�,L-' JJ / \(fir\ \� > �,Wr�..�rw (1 �. l�l� � ��.r.iY�VI�yIW�uj� .�..1.r�� r ::. \III \�\\I �C �\ \ _ N H \ \I II \ ` S \\, ////// I r 1 I\ — / , 1) \� �� x ) ��®~ __ - E Ll■N 1\ I �\\\\\\ \\\ — — - — — PROPOSED PERMIT BOUNDARY CIVIL R E S7U R C E S HUH 0 )I \\\ \\ / /IIII/// I 1�l�ll — I 1 I I /J - 1 t�/_�\ \\— I r � _ __- \\ ( \\\\\\ , \1 1' \ \ �-, /// 1 11111 1 I I l i - e r)> \ \ �.� .<_ - -- - _ - a \l -\ ��_ , ��)� I \ \ 1 I I // // I I I I IIII I // ��\ ��( ,)) \ �- � � � — _ �� - � - -_ _-- �, \\��o _ �� I (/IL- �/)/1� �� \ \ I ''6( t I \1 I 111 1 IIII II(�l ^�� ( \\\ \ 1 ?> 0/'el�,1; -, _ _,,,,,�.21c. . -��1 �� \ /J — — SLURRY WALL ALIGNMENT c' \ 1 I \ I 1 m //1 \\ 1 ~\�:, 1.1 \ \ �. y . .. O° � ��II III / \ ) I \ ( \\�� \ II I /// �� ice ��\\ '` .�._. 1 I 1 I 1 �1 —.1 BH 15 �� \ // _ /)\ — A VA\\\\V ( \ I I) A I IIII �,(/ ( I IIII —`- — v,\V A c)', t.--.3 M \\\�� 323 5th STREET I \\ \ 111 III ( \vI \\v \\� , + \ �� II I A\\ \V VA\IIII ( /� \ \\ \\ ( ) �A\\VA\ `''' — ' PROPOSED MINE LIMIT P.O. Box 680 ♦ � i FREDERICK, CO 80530 / ) / V v 1 -\\ O(�)1; Illllll 11 V A\\\V�\�--/ \\\VA\ ♦I° �� 5740) PROPOSED MA]OR CONTOUR 303.833.1416 l U I ( //IIII////l/- IIIII A\V vV -J ? f , Iti vvvII \ \\ �� / //// � III Ill/ ( ( \ �j VA\AA\VAVA JI \ )/ aii AWWW.CIVILRESOURCES.COM J I / / V \ %l////�(I/l(((((( AIIIII 1 1111 //\ \ VA \ 11�� -��J 1 IIII / ' ''�� III111 TOP of RESERVOIR ::: \� PROPOSED MINOR CONTOURI V A \\ VII // /1 )) /I III I //, A 1 1 \\ \I(IW- I II(( . �� BH 16 \1 I I \ \ (��/�/\)VIII /////111111I11/ �\\ \ ��\\\\\v��\ /llIIIIII I �u� 4555' 1111 y l -\\VA \\VA\\\I i i� VAA\VV j'/l //%III 1 / A �A\\\\A�A��—�i%/// III ' ^� \\ \\VA\VA� EXISTING BARBED WIRE FENCE III ,rv\\ \V II(//( -- y j/Ill„///IIII, \v �ry�ww - __ ,IIII P ,II_ 0 �� O \vv) 1 11 I \ VA\\\V I ( --�� \ ///��1�1/��ih// /r. A " JA\\AA s „"' '�71`Y '-`a �ir� f OVA\ \\\\\� III I VA \\� 1\Vvv t r o//// )v-J) \�� ' V 1#, 111A \\\v IIIII �v \ )�\\VAVA VA\\\\V(� vvv�v L //, /PROP V y � ---) \ ,),) I I \ ) \\ ( \ VA _ /SLURRY WALL I VANS / _'� — AGGREGATE ■ II IAA I I\ I O o ��11 II \ \\ 1IV vy� ,��//// v //-\ \ \\\ \ I \ ��— '7 LENGTH: 11,500 LF - V, 1, _ � � BH 14 PLANT BH 13 �� II II A I I \\I\1\ �l A(-v\v, v\\VA (— ��%//CURTAIN AREA: 443,600 SF / • ,' z'� � ,�,�q I f IIII ( 1\ lI/I 1 \ t� \III I \ \\\ \ I 1r // \ _ ,� \ \� ( _�� / lrvvv \\\\ II _ v vA� III / 1 /� _� � : 1� . I, \ vv\v ::-/ // �- _ \ \ \ \\\ (III l/ K \\ \ / I ■ \ i�� . 1 \ _ N\ ,-- ,1I \ Il lj v /IIII � v v I I A'' //lip l I / I �- � � A V� f r` / • , ,v-vvv) I 1 III l)J 1 / IIII / / l :2;;:7/11 70 RANCH LLC. III� __ i __ • isJ is- - . _ e„ �t e s, 1 p. .,4 C_�i-e ‘)Illi UPLAND AREA TO BE SE DED ■ r �� i�� .�_ '� APPROXIMATELY 172 ACRES ■� — � 8301 EAST PRENTICE AVE. SUITE 120 �. PC: 75+8 .71 `9 i _�- - ��X,sj I �46., ■ \ GREENWOOD VILLAGE, CO 80111 .,.. BH-17 �t 1 ■ \\ \ 303.659.5000 (p) AIII , , 1�,. I Ric 11 -\, ,,,, ,,-. rr SON ^` }� /f ° .\\\\ CONTACT: JASON VONLEMBKE B20 4I's n vor .:: m rptoppprwrgr rr „„ 4,,,,\\,) 1 ,, ,,,, , i. 11 i F.i:2\0 \\\\\ hl c v..", #iii%itijjiP$iii11 W 1 e. v ztat-x, ),!1 IIII BH 5 p �\ ,,,\\ , \ B22 ,%, /4/4c,/ii 11 y 1(\ i • 1 I > IO � i �, I �� 0 o- "� I �/ �� I I �/ I NlI►I 0 ■EI /I ■ Z WTOTAL AFFECTED AREA: 640 ACR S I' \I/ . \\ I O/ 'I/ ■ \r I) ) I Z J) 1 II\ 1IBH1I , III/ )111 / II II o i ; ' /` ♦ illII U IIII / BH 4 /II � 1 I I I �= W IIII #it#e \ vim\ I B 8 tee Z lki‘k • A Altk i • \ X Z 0 0 �I , 1' WEST PIT 396 TOTAL MINED ACRES �r _gi ,_ t --------- �__ ___�III all J �� 1�� \$ Q U I, WATER STORAGE 224 ACRES (SLURRY WALL LINED) 1 II�� _ -- ____ �� \�\�l�l\\ CUT: 18,000,800 CY �1� III�IIIII�� -- =__ �\�� /11III\\\\� 0 �, I MWSE: 4554' , I •,�I STORAGE: 3,800 AC FT ■ IIIIII1111 _�y�\\\1�I J�III I L O o \ ■ \\ ?/ LLJ (WITH 1 FOOT FREEBOARD) ■ 1II�II��11 \\�\\�II\��f�� NI ■ I IIIII III VA 1 A , e, ■ IIII 15' MIN p ■ III1I11�111 V4_, \„ , ii OFFSET L., 0 III°1 ■ I�I�III11 EXISTING POND �� ;� I\�i 'ro VW 1 \�`' BH 2 1) I II)I�III� \�\\ $ B +w� of �� IIIIIIIhII \ II \\\\� \ 1\\\ PT. 53f93.1I .;: 7- . i. �� a _ ■■ --_=JI ■■ \ N DESCRIPTION DATE _ REVISIONS / {r yin +o�e1 O� lr--r /> - ---_ H J_ ' V_ , ,�' d: r. J.I,fJ •f t5} �� r �/�/ O( \� V / / \ /%0/l/l.�^\\VAO ce/ )/)\1�(� /�� \V I �w ( 111J 1 \ \ yvvi l(� � /lam // / ( \V�\ , _ /f— Al \ °-( r) S � �� ` �\ BH7 :VA` r lI ll \ \1\I i J < < <� � �f-�• \� ( (f )� )11/ � /)l�llllllll I \\\\ \ —=�% %) \ \ II�II�I\ �� \\\\ \t � , ��Jf ,� \ 1� \�� \ \ (II/ �11 �JJI ////r�JlM -- ( ��\\\ ��ii% ��i IIIII! v JIII)/ \. \��f/( \\ I II/% h \\\ Vll III l//f ___l (C I v iii �\ �,� �� BH 11 hlll 1 I ,, 1((V° v\Vvv\\ IIIII(( /-� yAV IIIII// �I \ �v\ C r 1 \\ (�\� �w �A \��A\VAv "///fir (e(=��w��-'j y\---�' (l J� ) \�� `w� II �. i/I yr - - 4 r-// l A\\\v=_ ��\\\� \Vw�� /�r-�j))1)1 IA\�� //�//- \vv� =I))),vI I( I C / _ -'\�7, ,v �(f;�/ IIIIIvv AAAvV��AvVA //��/JJII)))/��/�//�_�� )IvI1 VAVA �I (� /7_ � Atx �� MAXIMUM MINE n) )\\ 1 II ) - / l I \\ — AV I _ / /� ,(( pr1��/' �= * ) \ 1 P� "`s 0Cfl-)- J ( i /�I 1 \ \ ; _�� vvIl� .' �; �(/�/(/�� /ramvy\\�1\\ yl/ \/ v 1 ��wy� �' �A\� _ _ � EXTENT ��\ \<<�% l/� //IIII / 11 l)�� _��w�� %� %�� (\V�1�w�l ill I /�w�11l�l 1�� v .e�= 1 o,, r ��' ?� ■ 1((j /iri \�� v��II \\\ill I(�%/� J 1 IIII v� \\\\ III IIII/ - -- � � r ).,/ I- S v�� a /I� Ili �� vv--y - %�1\\\ II / ( ��\\ �I x , =, 1 — �� /II _ /// \ \ 1 Illy ( � �i////Gz \l l s\�\�\\\\\� (�//j ��lill1//7/ \\\ 7t \\\: 11I I I III / �i ` / i l 111\\(I II/ii/�/�// 1jI \�\\\\ �)�III /�i�— // l \ \\\\\ \ ti - \ � lrlllll r 1 / // // � (.11:)r) III\ \( II J� �/ \\ //�� \\\\t �`;/i/r� IIIII(\ i))IIII))\11\\\ �\11if(l�i %� / /I , \ \\\ •. l"\ _ 11 I1\V� II I� / \\ V \\ �� \�\\IIII/// IIII w v \�A\\\ \v. // \ v�� .�► ■ 1111(I((lll !/ ///�� I j/// I\\\V A\vV (//// \ �� > > �, . �� IIIIII / \\ ti \ vvIII\\\ I�VI\((I((//(/� \�,/4 /I//(- A\\�\ \ \\�l1\\v \It(\�r�1(Il Ali cw� t n.�,, I I1 h ( \\ �.\ \ � `// /// \\\% V v\\ \ \ 111\\r A ) - v�v \ b,),• � )))IIIIIIIIIIII1� V\ vv I �-,� /)/�JI\V��\ \ �w�ll %�/�- �- �r�I ,� � �-'A \\ � vv�� v ••��,-�� 't' � )JI II \ \vl /i�,��_ /iii/ir� 1�� \ v�� /� v v 1 //1 ��w A h �� N \\v, 1�� (� w� / III 1 / III / -�� --y/ -41 - - A111IA\�V�� (/ 1 //�!�� \ Ill/ �� 1 J11)III�(�� IIII �r w /, v� ++x l�/�ll I�;�� _ �. � �\ I �I11� ) \I Il((( (( 1 % Il \ I I t�// \\ \\�� //// II I l ( 1 ' I 1 —II / III \\$t _ -„ \ /��( VIIII II i�i�� _-��11\ \ ��i/ice)J Ili II \\Ill 1( 1 \\ (( �\Illll�� 1 I III � ) \\� 11 �7L�-=' �l \ I I � /?\ III I \\ ((1��\\��c��1 1 )�\ /�_J )I (�\ III \ ( 1 �� a �\� l _ \II It I /// / (11111(�� /�))I /\IIII ��(��(��J��%/�III�1�� \\ \\�\�J)�)J//IIIIIIIIII 1/// I ��1/ _I � I III IIII II IIII \ �\ °,r �� \\ f�$ , 1 IBH-9I / I I I / �) I N\ � llli, \ 11 I // I i�� \ ;_,11\\� 111 \��1 \ l/I IIIII I Il �i)))))I I - �l I l ��/ - vvv�v� I)// // 11J�/�-1�\\I� �� I I III � 1 ( �� I 1 JI/l` �\I( \ \ \ I � / \ `\ \ � �� ( �� //ice\\ ) l r II \\\\ e _ 111� III I Il//� �ii��////� �V\ \\ � )I vv��C� im_ �ww`y 1 II 1If IIJ I llll((IP ' )11f)1(?(K",1,11,1)110111(7F-ii„-_,_--�` \I UL - — (1((1�VN �j � �jIII� IB III I I I IIIII I(rii—1 ii \I* t\I �� )\\�� \\\�\\\ IIIII (�// 11 I / �\\\\\��\\�` I \\\l l\lhl(Iiol — �� I I I II /i �%//�/ �111 l) N��\ \\ \ _ \\\� II IIIII ((tl �\ �\ _� \��\\\\\\ Ill/iJ- )IIII �P 1 h I(/ y - Ill 1 IIII / (II I\IIIII\I(�i//lull/Il�llllll l�� VA\\\ z��e)11/ - - -v 11 l ��, A�� i � �/� ��%/� �� n I / 1\\ \ v\\1\ i� �� / _ v 11IIIIII Av \w )� III0 / ,� (1 A� - 11 I I III II I Ili( �� J I ( ( �1\VA\ -/r(-v )1\IIIIVA �i% w//�r�w��VIll/ �OVA�� f1I wv vw ��11111� IIII// ��i/ir Ilf� �,��; (i/ / \1 IIIIIII/I �� /J) -�Av��-� S - I vv l�l 1 VA1 �/ �� > I I I IIIIIII l/ �,l \-�iA.�—1) )) ))I)I))11\\�' �� A\\ I / // / - - >yy\y�-'f(I II 11)I�> �w� l�ll�lll /��%j///7-- /�-\\\ 1\I \� /t(�/� II��. � Ss DESIGNED BY: KSR DATE:8/7/2025 (� I I ( )I (IIIIIIII /(/A((�` -%� (_- v%�11II ��/jai j��AVA\��\�- l / —/ N\\\�.l)11��\ \I\�I1( \\�� /II��l)1(1//�//�✓f/� \V�')) 1�\V�� "! �� DRAWN BY: KSR SCALEf�S NOTED I I J))/�/l��\ll//<<c`v� l ?%� � �,--1iI ( �IIII- w�� `-��JJI ) ) ( / / l v�---- II AA\ � 1�uIII �� IIII/ � v /I A\ A y (1 //) I ( // ��(��1 U / // � � I�//F _�� \ iii f \\� (( �V/l/ II\` �� 0 III im,�1N �`p 1 CHECKED BY: ARR AS NOTED /I // ///�// �1 \��// //// J/ �\\\ 1\<</\ \ \n \�\��` /�/�� \ I >I>\I> �� (l))\\� � l) (I((�If�J%�/l (�U <<r \✓' �, ° _ ="_ ■ r/i ) \\ v. VIIII \ ��,l(I( ( II ��,� \\I\\�\��\t�\��\ \\\\�-� / ' , - t� ( �\� r/ // 11 - ' A� \ \\� , (, mow- ��/ / JIIII/// 1\ - /l 2�� _ III1� \� I \) \>>\\\\ \llrI-I' 11\ - IIII (-a IIIII/ --- \//)II I (// III > ;--=\\\,',7 \'1` 1� z - ;�.� _ ! - _ 117:h JOB No.: ####I I ` \ Ill`( `\ � -� _ I I \\\ I I \I)1 )>\ \� )))11111\1 IIIII �\� J \�(� I) �\\��- \\ �� \I \II \ \ U tl \ �� J 1/ I)/Il(I \\� �� \� \II II( \\��// \1111� 1 ��\\�\ 1I � �� —� r� l ll\ DWG NAME:70 RANCHMP2.DWG \ \\\:\,,N \\\�- ,\(- - 1 \\\\ I ,io �� i%Ill/ II \ y _ $ \lI r \� / i% \I \ \�\\ ,, _: . � - I�� '\\�\\\�\Q� 1 \\ ) IIII ��11 (/�� iiiii IIII \ III ( � 1g �y �111111111f IIII f 1 ( �1 \ \\ � _ _ - 1 � \\ \ �� \\ \ �� \\1 \\\ IIII 11 III /ice/ l r/ \\\ \�\\\\\\ �f \L J�1' 11\II �// 11�Cl r 1111� ,^ �� 1 NORTH I /// \\\ \\\\\\�� \\ \\� J I\ \1\\�\�J1 1111 I \ IV( �ii/ / ( ��,i ,\\\\\IIII\\ 11��\\\=ll 11 �Ii \II 1\\\ik jl//I//�/11 -\ //1)�\\\III l Cov!\ \ R'•'•7771)11 \ p�, In��\� , .— ) 1 I I /� \\\ f \\ \\\ \\ /)III Ill 1� 111\IIIIIIII(�`I I //��ii /l l (� r/�� \ \\\��\\I �� s 1111 11 I IIIII�111\ (/ 1� ��1(r, I1\ I 71 Z Z �c \ 1111 \� �.J !/� I // \\ \ I \\\\\\\\�� \ \\\ \\\ / l�\ (l l'— \\\I I m-N 1 /7/ /ice �1111111 \ \\�\�- -�)1 \� 111\\\\\$�\\� I l I[7- -\\\\ \\\\�\ \\ - 11\\� 1 —RAJ , Illy- \\ IIII\\ , - \ �\\V IIII / \�� . o - CORNER 1 \\ \ \ \✓ �\ J II Il\ \\\�\\IIIIIII ) I 1 r II II I I \�\�\\\ �I�% ��`�\�\\�� \ \\�\\\ 1((�\\\$II) I\\ \ 1 I ' ))),),),(1,,,__ ,,2%II\\ \\\\\ L J))))))11111��1 �� \\\\IIIIIIII\\\\\ \\ :3\\ \\ SE CORNERI) II \ \ \ 1 \\\ \\\\\IIII \\ \\�—\\ �)l)1111\Q�\ IIIII 11 7//ri ))I \' IIII\ �O`�� /// 1 \\\�\\�\\\\\\�\ I �i,\\ \\\ ( I,, (� ,,o \\\ I III//,�\\�\\�� o 150 300 47.33''N I I I \\ \ \ I \ \ 1\\\ \ \ \� \ \\ I(( IIIIIII IIII (�\\�� - //�� \ \ \�\os\ \\�\\\ ��J IIII\\\ \\ �, \\\\1(/� �� iiiii�iriiaar \�\�\ ..�\\\\\�\\ ,\�\ v, 1\IIIIIIII/// LAT. 4021 47.07"rv\ ) / \ \ -2, \\\\ \\\ \� -IIII iii- �%�/i I \\111111111111 I / I 1 /�� I III II \\�' ��—•�//��\�\Ill��\�\\�\ \� /\\'\\\ 1 _ ( �= \ I \�\\\� ll 38.62''W /// \\\ \\ \\ ) \ ��OA\ \\ \\\ \-\� f 0\\VICL )I 111// J� �Z ///L \I \��\\\\\\\�\ 1\ \�� I \`KEY 10 T INTO BEDROCK \\\\\Q,� )// IIII/// \ \\ )( \�II \ \\ / \ \ \ �II t S �o I\I I I� � // \\ IIIIIII\ \\\\ \\\\C min \�\ \\\\ \1\\\\\�� L �//Illllll C�� O\\\\ /\ �\,. ccil / \\\ �\\ \ 1 \ \\ \\\ \\\\\\\\\\\\\\\\ � �\�--,\\\\\I1111( r�711 I I11111111\�\\ �////////��\III II )\\ \\�� ^,�\ \\� \\\\\\�)) ) \\\��\\�\\��, �, �,�� " / � � :,,�",,,�� ' \\�........��\\\��\\\ illIllllll/Ill/�\ \�\\ 1 (h \ )� LONG.• 104 22 30.83 \ _ \ v v\ / \ v tt�,�l \vv 1 �1 �� A , I 1 ,�\vv vv\�� i�i��idl lh��\.��I� 111�111V I 1 \\\L1111v\ J. L 1\\\ ��vvvv�\\�\\vim ��i A \\�,�///I,m,„llK��y,,v — /,- ,,„,,,AL , y��V��\w� � y1 ,\ \�.�iwyy��y- --.; v�ggzv- „„, \�1v11 //,l,i s,.., IN SITE PLAN 38:1 „: (V E SHEET: Know what's below. 0 Call before you dig. 2 03 ,11 CO 0) i L7 CIVIL RES? URCES STRONG DESIGN.ENDURING VALUE. TECHNICAL MEMORANDUM TO: Weld County Development Review FROM: Civil Resources, LLC DATE: August 1, 2025 RE: Drainage Narrative For Section 25 Sand Mine USR This memorandum discusses the proposed drainage impacts for the Section 25 Gravel Mine (the Site). EXISTING CONDITIONS The site is 1.45 miles north of the South Platte River, and .45 miles north of the Riverside Intake Canal. There is one lined storage pond within the permit boundary in the east of the site. The site is comprised of windblown sand dunes with sparce vegetation. Site topography generally slopes down from the northeast to the southwest towards the South Platte River corridor. The elevation is highest(4,610')around the lined storage pond to the east of the section and lowest(4,540')at the infiltration ponds to the southwest of the Site. Runoff drains towards isolated depressions in the dunes where it infiltrates and does not leave the Site. PROPOSED CONDITIONS The Site will be mined in stages starting in the northeast corner for the plant site and will then progress to the southwest. Mining is expected to take approximately ten (10) years. Areas yet to be mined will be utilized as their historical use and existing topography will remain until the Operator opens that stage. Once mining is completed in a stage,that area will be reclaimed to it's future use which will mainly be slurry wall lined below grade reservoir. All precipitation that falls within the mine cell or reclaimed reservoir will flow into the pit. Areas outside of the cell will retain their historical flow pattern to isolated depressions. See Figure 2 for the Site Map. CONCLUSION The proposed land use for the Section 25 Sand Mine will not increase the amount of runoff from the Site. A majority of the land will be reclaimed as a below grade reservoir which will retain precipitation that falls within the slurry wall. Areas not reclaimed as reservoirs will be graded to keep existing flow paths towards local depressions. J:\United Water&San-141\70 Ranch-Section 25 Mine\Weld County\Application\Section 25 Drainage Memo.docx 8308 COLORADO BLVD, SUITE 200 • FIRESTONE, COLORADO 80504 • PHONE: 303.833. 1 41 6 Kimley>>> Horn November 25, 2025 Mr. Kyle Regan Civil Resources, LLC 8308 Colorado Boulevard Suite 200 Firestone, CO 80504 Re: 70 Ranch Section 25 Sand Mine—Traffic Impact Study Letter Weld County, Colorado Dear Mr. Regan, This letter documents the results of a traffic impact study including trip generation, trip distribution, traffic assignment, and intersection analysis for the proposed 70 Ranch Section 25 Sand Mine project to be constructed in Weld County, Colorado. A vicinity map is attached as Figure 1. The 70 Ranch Section 25 Sand Mine is anticipated to begin excavation around the middle of next year, 2026.The sand mine is expected to be exhausted of material within about 10 years, by 2036.Therefore, analysis was conducted for the 2026 opening year horizon as well as a 2036 closing year horizon. Based on the proposed access condition for this project, the following intersections were incorporated into this traffic study: • US-34 and WCR-69 • WCR-380 and WCR-50 • WCR-388 and WCR-69 Regional access to the proposed 70 Ranch Section 25 Sand Mine will be provided by US-34 while primary access to the site will be provided by the mine's haul route designated along WCR-69, WCR- 380, WCR-50/WCR-69, and WCR-388. It should be noted that the designated haul route transitions to a private gravel roadway, that features gated access just southeast of the intersection between WCR- 69 and WCR-388. The designated haul route is shown in Figure 2. Direct access to the site will be provided by a proposed access along the south side of the private gravel roadway designated as the mine's haul route. As such, a R1-1 "STOP" sign should be installed along the northbound exiting approach out of the access. It should be noted that because of the private gated access southeast of the intersection between WCR- 69 and WCR-388, traffic counts could not be collected at any locations northeast of this intersection, and therefore operational analyses were not conducted for any locations within this area, including the proposed site access. EXISTING ROADWAY NETWORK Within the vicinity of the study area, US-34 is a paved northwest/southeast highway that provides two through lanes in each direction. The posted speed limit is 65 miles per hour (mph). The Colorado Department of Transportation (CDOT) classifies US-34 as a R-A: Regional Highway. Within the vicinity of the study area, WCR-50 is a paved north/south county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR- 50 is classified as a local road. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 2 Within the vicinity of the study area, WCR-69 is a paved north/south county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR- 69 is classified as a local road. Within the vicinity of the study area,WCR-380 is a paved northwest/southeast county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR-380 is classified as a local road. Within the vicinity of the study area,WCR-388 is a gravel northwest/southeast county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR-388 is classified as a local road. The intersection of US-34 and WCR-69 (#1) operates with stop control on the southbound WCR-69 approach. The southbound approach provides a single shared left/right turn lane. The north-westbound and south-eastbound approaches provide two through lanes. The north-westbound right turn movement operates from the outside north-westbound through lane,while the south-eastbound left turn movement operates from the inside south-eastbound through lane. An aerial photo that illustrates the existing intersection configuration is provided below. 9 w NORTH4 �' }" • , „,, lik 1 . . • ., , ..,, . 1 ,.. .... 7 , ' • N. • •) 1 \ N. . t ` 'a \ � \ US-34 & WCR-69 (#1) kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 3 The intersection of WCR-380 and WCR-50 (#2) operates with stop control on the south-westbound WCR-50 approach. All approaches provide a single lane shared for all movements. An aerial photo that illustrates the existing intersection configuration is provided below. L • N '2W ham N • ' ORTH' j,.• - + . GQ' , 44 -t. . .• • ' i • ,.` 1 4 . . 4 / ... ., 6' ' , lii ':',;.,:,.., ;..:.. tr.,, . ,..... iita._ . .1. I 4. :., . . . . .. , .,.../ :44 , . , . .... ,... *,. . ... . , ..: . 447--%ht , ..., ..,.. . ve ... cid:, , . ‘,....,. ,. . . . .1, .. , 7 ,4t r , t ,, . • ...),.. . 41.1 .-.411/4 . - ' . ;-- ...i. .11: . ..iii, . . .11 . oisk , . ,A ,. . ir1/4 dit . •i\ \ $ �► • . ,h ! • ` • ti P ��.% WCR-380 & WCR-50(#2) kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 4 The intersection of WCR-388 and WCR-69 (#3)operates with stop control on the north-eastbound and south-westbound WCR-69 approaches.All approaches provide a single lane shared for all movements. An aerial photo that illustrates the existing intersection configuration is below. NORTH . '�.AM�. ` i-• / (, i 4 .V$41i1.444-ii, ex.% . - Y k • ` 4*"i •!f i f WR r:ii' <- .-,286, .41‘...IN ' .9*';• ' 4 ' • • . . /• 41 ' � • ,. . ,` „• / I 4 . 1 0 '• r N'-... - ''., ,. WCR-388 & WCR-69 (#3) The existing intersection lane configuration and control for the study intersections is shown in the attached Figure 2. EXISTING AND FUTURE TRAFFIC VOLUMES Existing turning movement counts were conducted at the study intersections on Wednesday, May 7, 2025, during the morning and afternoon peak hours. The counts were conducted during the morning and afternoon peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. The intersection count sheets are attached. It should be noted that no traffic volumes were counted for a number of turning movements; however, for the purpose of this study, at least a single vehicle was assumed for each of the turning movements that could be made. The existing intersection traffic volumes are shown in the attached Figure 3. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 5 According to traffic projections available on CDOT's Online Transportation Information System (OTIS), US-34,within the vicinity of WCR-69, is expected to exhibit a 20-year growth factor of 1.5. This equates to an annual growth rate of approximately 2.05 percent. According to the 2045 Weld County Transportation Master Plan, the county roads within this area are projected to exhibit a 0.46 percent annual growth rate. Based on the available data, a 2.05 percent annual growth rate was used to calculate opening 2026, and closing 2036, background traffic projections for all traffic volumes within the study area. However, it should be noted that the existing volumes for many of the turning movements at the study intersections are low enough that when applying the conservative 2.05 percent growth rate, minimal, and in some cases no growth, is anticipated by 2036. CDOT traffic projection information and an excerpt from the 2045 Weld County Transportation Plan are provided as attachments. The attached Figures 4 and 5 illustrate the opening 2026, and closing 2036, background traffic volumes, respectively. TRIP GENERATION Site-generated traffic estimates are determined through a process known as trip generation. The most common practice for the trip generation process is to utilize rates and equations that are based on the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates and equations is the Trip Generation Manual' published by the Institute of Transportation Engineers (ITE). ITE has developed these trip rates and equations based on nationwide studies. However, ITE does not have a site-specific land use for a sand mine facility. Therefore, trip generation was developed based on user provided information. The site is anticipated to be in operation for 24 hours daily. There are 14 employees anticipated to be on site with up to 11 trucks arriving and then departing during each hour of operation. Therefore, approximately 28 employee trips and 260 truck trips (520 truck round trips) are expected to occur per day resulting in an anticipated 548 total daily trips, with approximately 36 trips occurring within the morning and afternoon peak hours. A mix of truck lengths are anticipated, with some trucks being less than 40 feet long and some trucks being longer than 40 feet long. To provide a conservative analysis, all trucks were multiplied with a passenger car equivalent (PCE) of 3 assuming all trucks are longer than 40 feet. In PCEs, the total daily trips would equate to 1,588 PCE trips, with approximately 80 PCE trips occurring within the morning and afternoon peak hours. Table 1 summarizes the estimated trip generation for the proposed 70 Ranch Section 25 Mine project. Table 1 —70 Ranch Section 25 Sand Mine Traffic Generation Weekday Vehicles Trips AM Peak Hour PM Peak Hour Land Use Daily In Out Total In Out Total On Site Employee (14) 28 14 0 14 0 14 14 Sand Mine Truck Trips 520 11 11 22 11 11 22 Sand Mine Truck Trips (3 x PCE) 1,560 33 33 66 33 33 66 Total Site Generated Trips 548 25 11 36 11 25 36 Total Site Generated Trips with 1,588 47 33 80 33 47 80 PCE 1 Institute of Transportation Engineers, Trip Generation Manual, Eleventh Edition,Washington DC,2021. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 6 TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Distribution of site traffic on the street system was based on the user specific haul route to be used by the sand mine, which was provided by the client. The directional distribution of traffic is a means to quantify the percentage of site-generated traffic that approaches the site from a given direction and departs the site back to the original source.The traffic assignment was obtained by applying the project trip distribution to the estimated traffic generation of the development shown in Table 1. Figure 6 illustrates the trip distribution and Figure 7 illustrates the traffic assignment for this project in true traffic volume and in passenger car equivalents with vehicles between twenty feet and forty feet in length counting as two vehicles and vehicles being greater than forty feet in length counting as three vehicles. TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC Site traffic volumes were added to the background volumes to represent estimated total traffic conditions for the 2026 and 2036 horizons. These total traffic volumes for the study area are illustrated for the 2026 and 2036 horizon years in Figures 8 and 9, respectively. TRAFFIC OPERATIONS ANALYSIS METHODOLOGY Kimley-Horn's analysis of traffic operations in the site vicinity was conducted to determine potential capacity deficiencies at the project key intersections for the 2026 opening and 2036 closing horizons. The acknowledged source for determining overall capacity is the Highway Capacity Manual2. Capacity analysis results are listed in terms of level of service (LOS). Level of service is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways, common traffic engineering practice recommends LOS D as the minimum threshold for acceptable operations for intersections and LOS E for movements. Table 2 shows the definition of level of service for unsignalized intersections. Table 2—Level of Service Definitions Level of Unsignalized Intersection Service Average Total Delay (sec/veh) A <_ 10 B > 10 and <_ 15 C > 15 ands 25 D > 25 and <_35 E > 35 ands 50 F > 50 Transportation Research Board, Highway Capacity Manual, Seventh Edition, Washington DC, 2023. Study intersections were analyzed based on average total delay analysis for unsignalized intersections. Under the unsignalized analysis, the level of service for a two-way stop-controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. The level of service for a two-way stop-controlled intersection is not defined for the whole intersection. Calculations for the level of service at the study intersections are attached. The traffic analysis is based on the lane geometry and intersection control shown in Figure 2. Synchro traffic analysis software was used to analyze the study intersections. The Synchro Highway Capacity Manual (HCM) methodology reports were used to analyze intersection delay and level of service. 2 Transportation Research Board,Highway Capacity Manual, Sixth Edition,Washington DC,2016. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>) Horn 096548018 Page 7 US-34 and WCR-69 (#1) The intersection of US-34 and WCR-69 operates under stop control on the southbound WCR-69 approach. The movements at this intersection are believed to currently operate acceptably at LOS B or better during both peak hours.With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS B or better throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 3 provides the results of the level of service at this intersection. Table 3—US-34 and WCR-69 LOS Results 2025 2026 2026 2036 2036 Intersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS Southbound Approach A B A BBB A BBB Southbound Left/Right A BA BBB A BBB North-Westbound Approach - - - - - - - - - - North-Westbound Thru - - - - - - - - - - North-Westbound Right - - - - - - - - - - South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A A A South-Eastbound Thru A A A A A A A A AA WCR-380 and WCR-50 (#2) The intersection of WCR-380 and WCR-50 operates under stop control on the south-westbound WCR- 50 approach. The movements at this intersection are believed to currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS A throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 4 provides the results of the level of service at this intersection. Table 4—WCR-380 and WCR-50 LOS Results 2025 2026 2026 2036 2036 Intersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS South-Westbound Approach A A A A A A A A A A South-Westbound Left/Right A A A A A A A A A A North-Westbound Approach - - - - - - - - - - North-Westbound Thru - - - - - - - - - - North-Westbound Right - - - - - - - - - - South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A AA South-Eastbound Thru A A A A A A A A A A kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>) Horn 096548018 Page 8 WCR-388 and WCR-69 (#3) The intersection of WCR-388 and WCR-69 operates under stop control on the north-eastbound and south-westbound WCR-69 approaches. The movements at this intersection are believed to currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS A throughout the 2036 closing horizon.Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 5 provides the results of the level of service at this intersection. Table 5—WCR-388 and WCR-69 LOS Results 2025 2026 2026 2036 2036 tersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS North-Eastbound Approach A A A A A A A A A A North-Eastbound Left/Thru/Right A A A A A A A A A A South-Westbound Approach A A A A A A A A A A South-Westbound Left/Thru/Right A A A A A A A A A A South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A A A South-Eastbound Thru/Right A A A A A A A A A A North-Westbound Approach - - - - - - - - - - North-Westbound Left A A A A A A A A A A North-Westbound Thru/Right A A A A A A A A A A CDOT ACCESS PERMIT AND TURN LANE REQUIREMENTS The threshold for requiring an access permit along CDOT roadways occurs when project traffic is anticipated to increase the existing access traffic volume by more than 20 percent. Based on traffic projections, the addition of project traffic on the north leg of WCR-69 at US-34 (#1) is anticipated to increase existing traffic volumes by more than 20 percent. Therefore, a CDOT Access Permit is anticipated to be required at this intersection in association with this project. Auxiliary turn lane requirements for the intersection of US-34 and WCR-69 (#1)were evaluated based on the State of Colorado State Highway Access Code (SHAC). US-34 is categorized as R-A: Regional Highway within the study limits. According to the SHAC, the following thresholds apply for implementation of auxiliary turn lanes along R-A roadways: • A left turn deceleration lane with taper and storage length is required for any access with a projected peak hour left ingress turning volume greater than 10 vehicles per hour (vph). The taper length will be included within the required deceleration length. • A right turn deceleration lane and taper length is required for any access with a projected peak hour right ingress turning volume greater than 25 vph. The taper length will be included within the required deceleration length. • A right turn acceleration lane and taper length is required for any access with a projected peak hour right turning volume greater than 50 vph when the posted speed on the highway is greater than 40 mph. The taper length will be included within the required acceleration length. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 9 It should be noted that while trucks are taken into consideration in operational analyses by utilizing heavy vehicle percentages, CDOT requires that auxiliary turn lanes be evaluated and designed based on traffic volumes adjusted for passenger car equivalents (PCE). Based on the thresholds and warrants contained in the SHAC,the R-A(Regional Highway)designation of US-34, a 65-mile per hour posted speed limit, and the anticipated total traffic volume in 2026 and 2036, auxiliary turn lane requirements for the US-34 and WCR-69 intersection (#1) are as follows: • A south-eastbound left turn deceleration does not exist but is warranted based on the projected 2026 total traffic featuring 29 PCE south-eastbound left turns during the morning peak hour and the threshold for a left turn lane being 10 vehicles per hour. Based on the projected 2036 total traffic featuring 29 PCE south-eastbound left turns during the morning peak hour, the required storage length is 40 feet. Based on the 65 mph speed limit,the required deceleration length is 800 feet.This deceleration length includes the taper for opening the lane, which in this case is assumed to be 300 feet, based on a 12 foot wide lane and a taper rate of 25:1, per the SHAG. Therefore, the construction of a south-eastbound left turn lane featuring 540 feet of full lane width, followed by a 300-foot taper, is anticipated to be required as part of this project. • A north-westbound right turn deceleration lane does not exist and is not warranted based on the projected 2026 total traffic featuring 22 PCE north-westbound right turns during the morning and afternoon peak hour and the threshold for a right turn lane being 25 vehicles per hour. Therefore, the construction of a north-westbound right turn deceleration lane is not anticipated to be required as part of this project. • An acceleration lane for the southbound right to north-westbound through does not exist and is not warranted based on the projected 2036 total traffic featuring 41 PCE southbound right turns during the morning peak hour and the threshold for a right turn acceleration lane being 50 vehicles per hour. Therefore, the construction of a southbound right to north-westbound through acceleration lane is not anticipated to be required as part of this project. VEHICLE QUEUEING ANALYSIS A vehicle queuing analysis was conducted for the study area intersections. The queuing analysis was performed using Synchro presenting the results of the 951h percentile queue lengths. Results are shown in the following Table 7 with calculations provided within the level of service operational sheets. As previously identified, a south-eastbound left turn lane is anticipated to be required at the intersection of US-34 and WCR-69 (#1) to meet CDOT standards. If this turn lane is in fact required, the recommended turn lane length, plus taper length is included in Table 7. As shown in Table 7, the vehicle queues anticipated with the addition of project traffic are not projected to extend past the recommended auxiliary turn lane that CDOT may require. Table 7—Turn Lane Queueing Analysis Results Existing 2026 2026 2036 2036 Turn Lane Calculated Recommended Calculated Recommended Intersection Length Queue Length Queue Length Turn Lane (feet) (feet) (feet) (feet) (feet) US-34&WCR-69 (#1) South-Eastbound Left DNE 25' 540' + 300' T 25' 540' + 300' T Green Text = Recommendation kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Kimley > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 10 CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes that the proposed 70 Ranch Section 25 Sand Mine will be successfully incorporated into the existing and future roadway network during the short operation of the sand mine. The following outlines the recommendations from our traffic analysis with the outlined intersection lane configurations and control to meet CDOT standards illustrated in the attached Figure 10: • With the buildout of the project, an access will be constructed along the south side of the gravel roadway designated as the mine's haul route, that should operate with stop control along the exiting northbound approach. As such, a R1-1 "STOP" sign should be installed along the northbound exiting approach. • It is anticipated that a CDOT access permit will be required in association with the project for the north leg of WCR-69 at US-34. To be compliant with the CDOT SHAC, a south-eastbound left turn lane featuring 540 feet of full lane width, followed by a 300-foot taper, is recommended to be constructed. If you have any questions or need further assistance, please don't hesitate to contact me at (970) 880-1176. Nu Sincerely, ►16 p/V r` 1 KIMLEY-HORN AND ASSOCIATES, INC. i O�'•••'�•W•B•• f 4, 60684 Erick W. Berry, P.E., PTOE, Pi • 11 2 2 2 i Project Traffic Engineer // ?J •.• / 5/ 0 5 ; ��= kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Kimley>>> Horn Figures kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 I NORTH NTS 096548018 n J i 1 ,'- ,.f , .Ci fir ■ i „4 : ,t —1` `":.: _., air .i IF�� I + _ ! ' ii- r ,_ 1 1 , ., ig.. ,1 4: . :T. . ,• .., .' + 1R • .. .gam 1 •;•, - - ii_iit• ' 4,. -*.•2- .. , • '4.. .. • • ., 1: +. Greeley , . , • • . Y, ' ; .. '_ \ :' 7 • t -.� .1- .. it - - - �-r'�.. • � .. '>` � • � � , .... .-- PROJECT ' '. "'•`') ",- "� i�L, f —" ,� .`.. ' : , 1� .e ''{ w• , SITE , • 'C ,) y `� ,4 Kersey- , .• _ .� .• ` _ . Y7f; ?2.• -. •_ ^ a ,F corr.. '�. _ - _ `1✓' ".�,�ai-" •• . •yu',..' 4f•` Evans i / i 'E. F,'�,- ..� � •�, i/• ; t. .� _ ' .1 a. • v= • r• rya , ` ` fty . 1 a e �' i 4 It_ • .;, FIGURE 1 70 Ranch Section 25 Sand Mine Weld County, Colorado Vicinity Map •.... : Kimley)))Horn :--' Pil IN NORTH NTS 096548018 1 � ►�. ,' FI, 4. `Ali L 9 e. 4:. . liv,41,''' �•• _ 10 ;141.11vAlit.r*T.:'?/1140, -a010: . 1:-''''7 . 'at 271 t1 % ,40001000, CIO --'4\'‘--- t, ; clk. \ ,r,-;•••.- 0.1.. . : _ Sys „., f . ,1 4 i`CY. t. . � K34 t F ,. S .00,,,,1_4, y ..,,44 •' 4 „.„,.. . ii,-„i„ . F• . ' r f kitkik ate___ , ?�,.F by . /' • i ) +1.4+. `'1 . Site Access M. . n v ree 11" - '',: ' , .:4-A; , AT +— Rfg ° � �J r . • ollifit 1:11) 4.- ,3g8 1+•.• • Pft••••, . , :„ 4 t . . . .. .. , . . , ___. ........ . . • t.: .. . . .. ... •,...... ....... • ....„........ 1 ' ��_.4„ ( WCR-388 & WCR-69 k�, yo wCR,Sp ; 0 0 ). , . -4 . HBO t ` - ` \Ni. + -, ",.;- ,.? . , .„,,_ :7-.40( —..___orni ."Nk r \:','''''.. 1 `'\ WCR-380 & WCR-50 1 . . NNN-111r : 1 4116111: \ilik..: _ T L 1 . '3A 1 .3g ~• US-34 & WCR-69 LEGEND O Study Area Key Intersection XProject Access Intersection Stop Controlled Approach FIGURE 2 7 Roadway Speed Limit 70 Ranch Section 25 Sand Mine _ Designated Haul Route Weld County, Colorado Existing Geometry & Control • • .... Kimley*Horn I N O RTH NTS 096548018 r" !!A.1. . zy, `"' I 1►' CV �1(1) ..00. '000:di.• .0:-1004.00:00,0000:0000,11 ,e, , 2 t z--1(1) ea s. ` ,,i 4- .; • 27(2) '`5• �"ie 0 10), r r r . , --. ,00_., .1._,. 0 y $.,' \ 3`• • .c. ' •` ,s ..__ _ NCR-388 & WCR-69 3 �' - •.1► s� Wednesday, May 7, 2025 3e "-Y `I` i,• 7:1 5 to 8: 15AM .. e : f ; •.1'J.1 (4: 00 to 5:OOPM) c r�2oo / ; 2 1 v ►, `h 4(1) k�� 11(3)—a \ti 1 2(2)—p N)I*� , �� _ WCR-380 & WCR-50 a,- . /' 3 tyC,R\3 _ _ '`.\%,`-- 1 Wednesday, May 7, 2025 ao ��`�, 8: 00 to 9: 00AM • i (5: 00 to 6: 00PM) ..-+�` . \ram ` .. 0 , - 1 , " 1 ,.g,� ' f .s,• _ 1(4) la 1, \ - n r 206(326) 1(2)—7 i' 217(236)—> T IblitNs 1 US-34 de WCR-69 1 v• Wednesday, May 7, 2025 ® S 00 3 , t 7:15 to 8: 15AM (4: 30 to 5:30PM) LEGEND OStudy Area Key Intersection FI CU�E 3 xxx(xxx) Weekday AM(PM) Peak Hour Traffic Volumes 70 ranch Section 25 Sand Mine lxx,X001 Estimated Daily Traffic Volume Weld County, Colorado _ 2025 Existing Traffic Volumes •• . • Kimley*Horn —f c all 1 NORTH NTS 096548018 )--7/ 1;.__. ; 4; Ar. 28(2) �g aye !� �AA�,}4 1(1)� r E. l. ,/ 4s 1 p itiL, �, 2oO � .~ f P1 +t ^_ _ WCR-388 & WCR-69 r wCR c 4 R J , ? N — 5(9) tom, .,`( -4,'` c6 4(1) 1 1(3) 4j0 wCf? _ of •d 1 .,0?4- 2(2) i,, 'kb " ' \ N'r WCR-380 & WCR-50 • 'Jk 210(333) �•' 221(241) %, S8 0(} " _- C US-34 & WCR-69 ) LEGEND CDStudy Area Key Intersection FI C U E 4 xxx(xxx) Weekday AM(PM) Peak Hour Traffic Volumes 70 ' cinch Section 25 Sand Mine lxx,x001 Estimated Daily Traffic Volume Weld County, Colorado _ 2026 3ackground Traffic Volumes • KimIey)))Horn _____ c all 1 NORTH NTS 096548018 y �'4 .4 y 4; f$01� - 34(3) ter I 4'��4 l) "m. 1 j WCR-388s. & WCR-69 �V7 498 p':Ai .. :, -.'.., V' Ili ,/ 4 ' ` ". tt 300 / s ( r r wcR c 1- } ti R , , ( ..,/ - t 44, 44 d1' 4-5(1) � o we f 4 R_5 •a 3(3) — ®� 0 3B0 " ' N's\ 'r WCR-380 & WCR-50 • ... ...--- . NNI'llwar.- - 1111111%. \481.:-4\ 4' 15__ . ` `�1(5) ` 258(408) o / • 100, 1 1(3)-' 271(295) i l TO0 r '/ US-34 & WCR-69 r ' LEGEND CDStudy Area Key Intersection FICU E 5 xxx(xxx) Weekday AM(PM) Peak Hour Traffic Volumes 70 ' anch Section 25 Sand Mine lxX,Xoo1 Estimated Daily Traffic Volume Weld County, Colorado 2036 3ackground Traffic Volumes •• KimIey)))Horn _____ I 4\ NORTH NTS 096548018 1 6- ` e; s 7 I , �•ys s i '.,. •tr.:.,A.- ' 1.it- \ i\p' .0, 0•104•,,. c, Ii i 1n �► ] . ;•� , i - .a wj WCR-388 & WCR-69 • w 'It M� "- .4'" 3 OS, � may. IV- !_ s tl A. vvcii,....388 ` s T -..( . • ---, -( t.ti o i 00% ,c� ' - ,�° wcR—so - , `�,� I' 4 ail', r 3B0 ,f \ \ 4 C WCR-380 & WCR-50 3 -ate �.\ , 1• =s 0 0 Sao% lir .. -- 2 6 { O 1 t• • ark-' Ojog , t _ V. . 4 Y t 1 US-34 & WCR-69 1 LEGEND Study Area Key Intersection FI CU�E 6 XX%' External Trip Distribution Percentage H 70 'Ranch Section 25 Sand Mine xx%[xx%] Entering[Exiting] Trip Distribution Percentage Weld County, Colorado Project Trip Distribution •, . • Kimley>>Horn — " I NORTH NTS 096548018 1 IA, . r^ S '4 '¢ L� '} i 3 `� r 12 L y 11(25) ".. 41, ,.. ., ".4:00,„,,,,,,,,e.„.,0 t a.h 1 S _ t -?14 • N . yy +z. ,ir • ,a _k- WCR-388 & WCR-69 4Y M' ' %,"'" ri- 2 68. 'rr"rii►:: l F0. n'' N -25(11) : 4 r+ 2 WCR-388 v L. , 4 ( fir' t`,, �., 1 WCR-380 & WCR-50 1, 1 lit' , �0o wCR,gp '111114Co- _o -10(4) Ogli 1 iO Vi. 4' ', 4.; 15(7)—7 � ' I ,salirir: --- iftx ( \48.44 \ a' "�\• CUS-34 & WCR-69 •��y _ Passenger Car Equivalent Volumes i\ Fo °'• -19(13) iro- 330in 1 L S(20)ir 22 Z q i 0 US-34 & WCR-69 LEGEND OStudy Area Key Intersection FI CU�E 7 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 70 ranch Section 25 Sand Mine lXX,X001 Estimated Daily Traffic Volume Weld County, Colorado _ Project Trip Assignment •• KimIey)))Horn —.i-' c ` NORTH NTS 096548018 o , ^�' ..� k� `Sa. �.r. ` * �; --_ - N 1(1) 6) fri.F t t .l 4(\ "1' ..-,•4. .-, `s'`y�" d .baF -�'dt y�} 2 t y ,—12(26) 28(2) ":" N y �� itiL�, �'�•4 1, ,fi t y z1, 2oO �,ir. M y =� PJ ,1A NCR-388 WCR-69 4r" 2 9g • t w �a(1)t *v"- ' ( :r WcR5�__Ls , . t 1(3)a A. t } a ' `' .. f ( ' �4 NK R-380 & WCR-50 14,c, WCR�Sp i. `° 11(8) �\3B0 � ��` t;;i 'se'u.ti). r in 4-210(333) l h '.N. Wil hC �i'. !'`` r. `4.; )' :; k -'` - 16(9)— 3B0 ,` \, wit-! - 221(241)-3 Nam 4, 1�i ',• ��\• - US-34 & WCR-69 -�s - • - , Passenger Car Equivalent Volumes i a N acv 22(22) 1� N •' 4—258(401) -730 co 1 L 29(22)— Qy , � 293(280) ti �� i� p " _- C US-34 & WCR-69 J r \ J LEGEND EX Study Area Key Intersection FIGURE 8 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 70 Ranch Section 25 Sand Mine Weld County, Colorado lxx,xoo1 Estimated Daily Traffic Volume 2026 Total Traffic Volumes • KimIey)))Horn _____ c NORTH NTS 096548018 t ,Y,Jr � ..�• i. Y�``?'�,,_�.t '��Sa.' • -.r. `'' * Y ; ` ---_ ) `-) 1 1120 or s� ,•`J "'VW' "" 4 e' ► : ,b> +'1t�� iC. 2 t 12(26p. ) 1. ' / K4. s�.w i ,,s 34(3) N " r Oil 4...:ic: 7 _,..„...-.5.Ls y` , +. CV : , �, M titta,, -vle 1 t WCR-388 WCR-69 kCRo� � 4J = � 2 z: —---,--rNacs -0 -, - , ,.., _. .. _._ 4 ..,0 ..te,.N.4 lib. ..,,,, ? '.. - tt � ,s �f 4-5(1) 5�__L s� :. (: •r M k'cR k.: , , ,`, ,+ i 1(4)a # 14 . .z, ,4- ' �� f 4‘ WCR-380 & WCR-50 4,„°, ,, weR f `` ,_�\B0 � . t;;., e'u.ti), ,- zn 4-258(408) N. 4„c )tea. „,... ;'�`'\` ) .:J - 3B0 \• 41.k, '� 271(295) At. .", -ate r �. ,3 1 ' `\, - US-34 & WCR-69 PC, y _ Passenger Car Equivalent Volumes i a N CV 22(23) M 7+ 4-317(491) >.. 0 {' �_0 0 29(23) Qy Ira ', ' `'11 ( 360(342)--3 O % 3 ,4 '� J 2p iirp„,,r \ )_= US-34 & WCR-69 LEGEND EX Study Area Key Intersection FIGURE 9 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 70 Ranch Section 25 Sand Mine Weld County, Colorado lxx xoo1 Estimated Daily Traffic Volume 2036 Total Traffic Volumes • , • Kimley*Horn —J NI c=>Ft m NTS 096548018 4.- 0-1.4'... "-'.s''':,t• i:e....ve• •.-•,",4 271 t1 Y'' . ilk Sys t y f 1 i`CY. I.F.., ..,„, 01/111.°7-44.11.4,1"1010fr.t'':',..oroa.410.-At ',: S A, y 44 ' 4 Vi F• J' ' -44 101,4"Si .-"IllIG - -1;e- . ' r f 's„• h� ,-. - 4' � ) 0,--:.),-;...1,. ..„....„,004-44„,-..c.a+. Site Access r CID 4..-- WCf?,3g8 4 t r �.. -. � 4`ti Col ' �� WCR-388 & WCR-69 I 2 HBO , -� .�. • ' 4.j `; WCR-380 do WCR-50 1 • .i' �� - ! i U r L S� 300'T + -Y. - 1 ,. ` .Fl` �..; .. _ ', US-34 & WCR-69 LEGEND O Study Area Key Intersection EIProject Access Intersection <- > Stop Controlled Approach FIGURE 10 - Improvement 70 Ranch Section 25 Sand Mine _ Designated Haul Route Weld County, Colorado Recommended Geometry & Control • Kimley*Horn —J Kimley>>> Horn Intersection Count Sheets kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 www.idaxdata.com WCR69 Canal Rdiltam) Date: 5/7/2025 Peak Hour Count Period: 7:00 AM to 9:00 AM N Peak Hour: 7:15 AM to 8:15 AM o 1.1. r ] SO 0 0 0 0 O 0 0 0 011 1 L u Canal Rd «J 1 L+ 90 = t— L 0 A 0 I 4 TEV: 40 9 * 0 • ` 0 * 31 27 PHF: 0.7692 o 0 0 o —. 0 -A e r 0 010 0 0 U Canal Rd fill 1 I r HV% PHF cs) err 0 0 0 0 1Y EB 29% 0.78 0 0 0 o WB 56% 0.38 NB -- -- SB -- -- 00 0 io TOTAL 35% 0.77 Peak Hour Count Summaries Peak Hour Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 9 0 0 0 2 0 0 0 0 0 0 0 0 0 11 0 7:30AM 0 1 4 0 0 0 1 0 0 0 0 0 0 0 0 0 6 0 7:45AM 0 0 7 0 0 0 6 0 0 0 0 0 0 0 0 0 13 0 8:00 AM 0 3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10 40 All 0 4 27 0 0 0 9 0 0 0 0 0 0 0 0 0 40 Pk Hr HV 0 2 7 0 0 0 5 0 0 0 0 0 0 0 0 0 14 HV°o - 50% 26% - - - 56% - - - - - - - - - 35% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:15AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 9 5 0 0 14 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 0 7:15AM 0 0 9 0 0 0 2 0 0 0 0 0 0 0 0 0 11 0 7:30AM 0 1 4 0 0 0 1 0 0 0 0 0 0 0 0 0 6 0 7:45AM 0 0 7 0 0 0 6 0 0 0 0 0 0 0 0 0 13 33 8:00 AM 0 3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10 40 8:15AM 0 0 2 0 0 0 2 0 0 0 0 2 0 0 0 0 6 35 8:30AM 0 1 1 0 0 0 4 0 0 0 0 0 0 0 0 1 7 36 8:45AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 26 Count Total 0 5 34 0 0 0 17 0 0 0 0 2 0 0 0 1 59 All 0 4 27 0 0 0 9 0 0 0 0 0 0 0 0 0 40 Pk Hr HV 0 2 7 0 0 0 5 0 0 0 0 0 0 0 0 0 14 HV% - 50% 26% - - - 56% - - - - - - - - - 35% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:15AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 8:30 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 Count Total 11 9 0 0 20 0 0 0 0 0 0 0 0 0 0 Peak Hour 9 5 0 0 14 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 4 0 7:30AM 0 1 2 0 0 0 1 0 0 0 0 0 0 0 0 0 4 0 7:45AM 0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5 13 8:00AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 14 8:15AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 12 8:30AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 10 8:45AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 7 Count Total 0 2 9 0 0 0 9 0 0 0 0 0 0 0 0 0 20 Pk Hr Heavy 0 2 7 0 0 0 5 0 0 0 0 0 0 0 0 0 14 Count Summaries - Bikes Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR69 Canal Rdiltam) Date: 5/7/2025 Peak Hour Count Period: 4:00 PM to 6:00 PM N Peak Hour: 4:00 PM to 5:00 PM N I O r ] SO 0 N O O O I 0 0 0 011 1 L u Canal Rd «J 1 L+ o --o 18 � or TEV: 21 1 , 16 16 • OJ n • Lo 2 PHF: 0.6563 ltoi 0 --> OCto 0 '. 0 -A O 1— 0 n1 23 0 r 0 VV 0 0 v Canal Rd ill/ i r cs) HV% PHF 0 0 0 i r- CO EB 50% 0.25 T r o WB 25% 0.67 NB 100% 0.25 SB 0% 0.50 00 o TOTAL 29% 0.66 Peak Hour Count Summaries Peak Hour Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 6 0 4:15PM 0 0 2 0 0 0 4 0 0 0 0 1 0 0 0 1 8 0 4:30PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 3 0 4:45PM 0 0 0 0 . 0 0 4 0 . 0 0 0 0 0 0 0 0 4 21 All 0 0 2 0 0 0 16 0 0 0 0 1 0 0 0 2 21 Pk Hr HV 0 0 1 0 0 0 4 0 0 0 0 1 0 0 0 0 6 HV°o - - 50% - - - 25% - - - - 100% - - - 0% 29% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 4 1 0 6 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 6 0 4:15PM 0 0 2 0 0 0 4 0 0 0 0 1 0 0 0 1 8 0 4:30PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 3 0 4:45PM 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 21 5:00PM 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 0 5 20 5:15PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 14 5:30PM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 14 5:45PM 0 0 2 0 0 1 2 0 0 0 0 0 0 0 0 0 5 15 Count Total 0 0 7 0 0 1 25 0 0 0 0 1 , 0 0 0 2 36 All 0 0 2 0 0 0 16 0 0 0 0 1 0 0 0 2 21 Pk Hr HV 0 0 1 0 0 0 4 0 0 0 0 1 0 0 0 0 6 HV°0 - - 50% - - - 25% - - - - 100°/a - - - 0% 29% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 4:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Count Total 3 5 1 0 9 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 4 1 0 6 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 4:15PM 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 4:30PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:15PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5:30PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5:45PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3 Count Total 0 0 3 0 0 0 5 0 0 0 0 1 0 0 0 0 9 Pk Hr Heavy 0 0 1 0 0 0 4 0 0 0 0 1 0 0 0 0 6 Count Summaries - Bikes Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 50 WCR 380 ' Date: 5/7/2025 Peak Hour Count Period: 7:00 AM to 9:00 AM N Peak Hour: 8:00 AM to 9:00 AM CI o CD COI I • J 0 0 0 j/ L U WCR 380 «� L. \ L5 n o 9 L0 o TEV: 15 4 * I, i • 3 1 -J PHF: 0.625 Co oo 0 of o A o�, � o oo 2 V V <.... 0 WCR 380 HV% PHF EB 33% 0.75 WB 11% 0.56 NB -- -- SB 0% 0.38 TOTAL 13% 0.63 Peak Hour Count Summaries Peak Hour WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 8:15AM 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 0 5 0 8:30AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 8:45AM 0 1 0 0 0 0 3 1 0 0 0 0 0 1 0 0 6 15 All 0 1 2 0 0 0 4 5 0 0 0 0 0 3 0 0 15 Pk Hr HV 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 HV% - 0% 50% - - - 25% 0% - - - - - 0% - - 13% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 3 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 7:45AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 10 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 9 8:15AM 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 0 5 10 8:30AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 10 8:45AM 0 1 0 0 0 0 3 1 0 0 0 0 0 1 0 0 6 15 Count Total 0 1 2 0 0 0 6 5 0 0 0 0 0 11 0 0 25 All 0 1 2 0 0 0 4 5 0 0 0 0 0 3 0 0 15 Pk Hr HV 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 HV°0 - 0% 50% - - - 25% 0% - - - - - 0% - - 13% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Count Total 12 0 0 3 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:45AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2 Count Total 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 Pk Hr Heavy 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 Count Summaries - Bikes WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 50 WCR 380 ' Date: 5/7/2025 Peak Hour Count Period: 4:00 PM to 6:00 PM N Peak Hour: 5:00 PM to 6:00 PM CO N f J N a- O OOJ L U WCR 380 «.; L. t. 9 / [ >(\ 3 1 10 n o L 0 0 TEV: 18 3 .1 PHF: 0.750 c o 4', o y O A O H - 0 o o �► 3 0 2 v V <.... 0 WCR 380 HV% PHF EB 0% 0.63 WB 20% 0.83 NB -- -- SB 0% 0.38 TOTAL 11% 0.75 Peak Hour Count Summaries Peak Hour WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 5:00 PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3 0 5:15PM 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 4 0 5:30PM 0 1 1 0 0 0 0 3 0 0 0 0 0 0 0 0 5 0 5:45PM 0 0 1 0 _ 0 0 0 3 _ 0 0 0 0 0 1 0 1 6 18 All 0 3 2 0 0 0 1 9 0 0 0 0 0 1 0 2 18 Pk Hr HV 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 HV% - 0% 0% - - - 100% 11% - - - - - 0% - 0% 11% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:15PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 4:15PM 0 1 0 0 0 0 0 1 0 0 0 0 0 2 0 0 4 0 4:30PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 4:45PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 3 10 5:00PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3 12 5:15PM 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 4 12 5:30PM 0 1 1 0 0 0 0 3 0 0 0 0 0 0 0 0 5 15 5:45PM 0 0 1 0 0 0 0 3 0 0 0 0 0 1 0 1 6 18 Count Total 0 4 2 0 0 0 2 14 0 0 0 0 0 3 0 3 28 All 0 3 2 0 0 0 1 9 0 0 0 0 0 1 0 2 18 Pk Hr HV 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 HV°0 - 0% 0% - - - 100% 11% - - - - - 0% - 0% 11% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:15PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 1 4 0 1 6 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4:30PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 4:45PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 4 5:00PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5 5:15PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Count Total 0 1 0 0 0 0 2 2 0 0 0 0 0 0 0 1 6 Pk Hr Heavy 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 Count Summaries - Bikes WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 69 US 34 ' Date: 5/7/2025 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM hi i,— oFo U r� o 0 0 0 J L U U S 34 j«.; L. L C... 1 >(\ 3 0 207 0 � TEV: 431 «� 206 • 0 n 0 0 o I i 0 217 0 J* PHF: 0.905 c 0 2> OO 0 O+� I 1 V 217 ► v V 0 US 34 HV% PHF EB 22% 0.90 WB 15% 0.91 NB -- -- SB 14% 0.35 TOTAL 19% 0.91 Peak Hour Count Summaries Peak Hour US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 57 0 0 0 57 0 0 0 0 0 0 0 0 5 119 0 7:30AM 0 0 53 0 0 0 49 0 0 0 0 0 0 0 0 2 104 0 7:45AM 0 0 60 0 0 0 46 1 0 0 0 0 0 0 0 0 107 0 8:00AM 0 0 47 0 _ 0 0 54 0 _ 0 0 0 0 0 0 0 0 _ 101 431 All 0 0 217 0 0 0 206 1 0 0 0 0 0 0 0 7 431 Pk Hr HV 0 0 47 0 0 0 31 1 0 0 0 0 0 0 0 1 80 HV% - - 22% - - - 15% 100% - - - - - - - 14% 19% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:15AM 11 8 0 1 20 0 0 0 0 0 0 0 0 0 0 7:30 AM 13 7 0 0 20 0 0 0 0 0 0 0 0 0 0 7:45 AM 11 12 0 0 23 0 0 0 0 0 0 0 0 0 0 8:00 AM 12 5 0 0 17 0 0 0 0 0 0 0 0 0 0 Peak Hour 47 32 0 1 80 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 1 47 0 1 0 38 1 0 0 0 0 0 0 0 2 90 0 7:15AM 0 0 57 0 0 0 57 0 0 0 0 0 0 0 0 5 119 0 7:30AM 0 0 53 0 0 0 49 0 0 0 0 0 0 0 0 2 104 0 7:45AM 0 0 60 0 0 0 46 1 0 0 0 0 0 0 0 0 107 420 8:00AM 0 0 47 0 0 0 54 0 0 0 0 0 0 0 0 0 101 431 8:15AM 0 2 53 0 0 0 49 1 0 0 0 0 0 1 0 1 107 419 8:30AM 0 2 54 0 0 0 42 1 0 0 0 0 0 0 0 1 100 415 8:45AM 0 1 60 0 0 0 47 0 0 0 0 0 0 0 0 2 110 418 Count Total 0 6 431 0 1 0 382 4 0 0 0 0 0 1 0 13 838 All 0 0 217 0 0 0 206 1 0 0 0 0 0 0 0 7 431 Pk Hr HV 0 0 47 0 0 0 31 1 0 0 0 0 0 0 0 1 80 HV% - - 22% - - - 15% 100% - - - - - - - 14% 19% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 7:00 AM 10 8 0 0 18 0 0 0 0 0 0 0 0 0 0 7:15 AM 11 8 0 1 20 0 0 0 0 0 0 0 0 0 0 7:30 AM 13 7 0 0 20 0 0 0 0 0 0 0 0 0 0 7:45 AM 11 12 0 0 23 0 0 0 0 0 0 0 0 0 0 8:00 AM 12 5 0 0 17 0 0 0 0 0 0 0 0 0 0 8:15AM 12 8 0 1 21 0 0 0 0 0 0 0 0 0 0 8:30 AM 11 4 0 0 15 0 0 0 0 0 0 0 0 0 0 8:45 AM 13 19 0 0 32 0 0 0 0 0 0 0 0 0 0 Count Total 93 71 0 2 166 0 0 0 0 0 0 0 0 0 0 Peak Hour 47 32 0 1 80 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 10 0 1 0 7 0 0 0 0 0 0 0 0 0 18 0 7:15AM 0 0 11 0 0 0 8 0 0 0 0 0 0 0 0 1 20 0 7:30AM 0 0 13 0 0 0 7 0 0 0 0 0 0 0 0 0 20 0 7:45AM 0 0 11 0 0 0 11 1 0 0 0 0 0 0 0 0 23 81 8:00AM 0 0 12 0 0 0 5 0 0 0 0 0 0 0 0 0 17 80 8:15AM 0 0 12 0 0 0 8 0 0 0 0 0 0 1 0 0 21 81 8:30AM 0 0 11 0 0 0 4 0 0 0 0 0 0 0 0 0 15 76 8:45AM 0 0 13 0 0 0 19 0 0 0 0 0 0 0 0 0 32 85 Count Total 0 0 93 0 _ 1 0 69 1 0 0 0 0 0 1 0 1 166 Pk Hr Heavy 0 0 47 0 0 0 31 1 0 0 0 0 0 0 0 1 80 Count Summaries - Bikes US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 69 US 34 ' Date: 5/7/2025 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:30 PM to 5:30 PM co • oFo co]� r o 0 0 0 J L U U S 34 «.; L. j \ L 4 0 n 33C) 0 7 0 TEV: 569 326 * . i i 238 2 J PHF: 0.889 c 0 2 ot0 0 0 o A o 1 , 0 o10 236 ► v V <.... 0 US 34 HV% PHF EB 11% 0.82 WB 14% 0.91 NB -- -- SB 0% 0.25 TOTAL 13% 0.89 Peak Hour Count Summaries Peak Hour US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:30 PM 0 0 54 0 0 0 90 1 0 0 0 0 0 0 0 0 145 0 4:45PM 0 0 55 0 0 0 80 2 0 0 0 0 0 0 0 0 137 0 5:00PM 0 0 56 0 0 0 69 1 0 0 0 0 0 0 0 1 127 0 5:15PM 0 2 71 0 _ 0 0 87 0 _ 0 0 0 0 0 0 0 0 160 569 All 0 2 236 0 0 0 326 4 0 0 0 0 0 0 0 1 569 Pk Hr HV 0 0 25 0 0 0 44 3 0 0 0 0 0 0 0 0 72 HV% - 0% 11% - - - 13% 75% - - - - - - - 0% 13% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 4:30 PM 7 13 0 0 20 0 0 0 0 0 0 0 0 0 0 4:45 PM 3 8 0 0 11 0 0 0 0 0 0 0 0 0 0 5:00 PM 9 15 0 0 24 0 0 0 0 0 0 0 0 0 0 5:15PM 6 11 0 0 17 0 0 0 0 0 0 0 0 0 0 Peak Hour 25 47 0 0 72 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 49 0 0 0 52 0 0 0 0 0 0 0 0 1 102 0 4:15PM 0 1 49 0 0 0 69 0 0 0 0 0 0 0 0 2 121 0 4:30PM 0 0 54 0 0 0 90 1 0 0 0 0 0 0 0 0 145 0 4:45PM 0 0 55 0 0 0 80 2 0 0 0 0 0 0 0 0 137 505 5:00PM 0 0 56 0 0 0 69 1 0 0 0 0 0 0 0 1 127 530 5:15PM 0 2 71 0 0 0 87 0 0 0 0 0 0 0 0 0 160 569 5:30PM 0 3 57 0 0 0 70 0 0 0 0 0 0 1 0 0 131 555 5:45PM 0 4 57 0 0 0 51 0 0 0 0 0 0 0 0 0 112 530 Count Total 0 10 448 0 0 0 568 4 0 0 0 0 0 1 0 4 1,035 All 0 2 236 0 0 0 326 4 0 0 0 0 0 0 0 1 569 Pk Hr HV 0 0 25 0 0 0 44 3 0 0 0 0 0 0 0 0 72 HV°i° - 0% 11% - - - 13% 75% - - - - - - - 0% 13% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 10 6 0 1 17 0 0 0 0 0 0 0 0 0 0 4:15PM 6 13 0 0 19 0 0 0 0 0 0 0 0 0 0 4:30 PM 7 13 0 0 20 0 0 0 0 0 0 0 0 0 0 4:45 PM 3 8 0 0 11 0 0 0 0 0 0 0 0 0 0 5:00 PM 9 15 0 0 24 0 0 0 0 0 0 0 0 0 0 5:15PM 6 11 0 0 17 0 0 0 0 0 0 0 0 0 0 5:30 PM 4 13 0 0 17 0 0 0 0 0 0 0 0 0 0 5:45 PM 6 9 0 0 15 0 0 0 0 0 0 0 0 0 0 Count Total 51 88 0 1 140 0 0 0 0 0 0 0 0 0 0 Peak Hour 25 47 0 0 72 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 10 0 0 0 6 0 0 0 0 0 0 0 0 1 17 0 4:15PM 0 0 6 0 0 0 13 0 0 0 0 0 0 0 0 0 19 0 4:30PM 0 0 7 0 0 0 12 1 0 0 0 0 0 0 0 0 20 0 4:45PM 0 0 3 0 0 0 7 1 0 0 0 0 0 0 0 0 11 67 5:00PM 0 0 9 0 0 0 14 1 0 0 0 0 0 0 0 0 24 74 5:15PM 0 0 6 0 0 0 11 0 0 0 0 0 0 0 0 0 17 72 5:30PM 0 0 4 0 0 0 13 0 0 0 0 0 0 0 0 0 17 69 5:45PM 0 0 6 0 0 0 9 0 0 0 0 0 0 0 0 0 15 73 Count Total 0 0 51 0 0 0 85 3 0 0 0 0 0 0 0 1 140 Pk Hr Heavy 0 0 25 0 0 0 44 3 0 0 0 0 0 0 0 0 72 Count Summaries - Bikes US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com Kimley>>> Horn Traffic Projections kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 20 Year Associated eRoute Refe ence End Point Reference Point AADTAAfYea� Growth Annual Location Description Factor Growth Rate 034A 124.545 135.605 7600 2023 1.5 2.05% ON SH 34 SE/0 CR 61 used in the Weld County 2035 Transportation Plan, as shown in Figure Figure 25: Subarea Road Locations 25. Note that due to the FOCUS model zone structure, the zones vary slightly --- 646, :S 55 a_ 55 e_ -5 65 _ , 5 "5 i- �55 lay 551� along WCR 73 and US 85. Figure 28 -�` �.....•:-�_■I shows 2045 traffic projections for Weld -�- •im■ kw.ice,:y r� County, and Figure 30 shows truck '� ��" �=-I,�� traffic forecasts for the County. ©'l�' ��w �• Jilin". "4i The traffic annual growth rate is I1.5I 11 Van derived based on the FOCUS model ofortC.O:•rill` i tilail' i�u ,il yi��-mil colial :. 6G projected VMT growth rate between '3W" I _, 1:5 ,5 1:5 155 '65 •SS 1:I `i'/r the base year 2015 and 2045 by facility a „ type and subarea. Since the gravel 5 _- .' ...,,. 5' roads and subdivision roads are iii . - . =�� ..... Fort 6-406gan beyond FOCUS model resolution, the �•••'•EL. =i ::11 ,'-'• �8 y 6o rt.,rt ■ � usubarea level population growth rate 'C �and subarea level VMT rowth rate :v70... •�g o ii � L•^�H�i�n iu were compared and the lesser growth �•�, =:;sue.-,- 2I:Al;v;;"ll�.: 5 "15' . -- .- -5 65 65 rates were chosen as the growth rate - - - 5 for gravel roads and subdivision roads. I SUBAREA: Table 5 lists the derived compound - 1 Ante _ ' annual growth rate by facility type 2 - , - 3 A and subarea. Table 5: Subarea Growth Rates SUBAREA 1 2 3 4 5 6 7 8 ,,, Paved Arterial 2.63% 0.98% 3.52% 3.42% 3.05% 2.29% 2.97% 2.53% >- Paved Collector 4.81% 1 .26% 5.02% 2.61% 6.14% 5.18% 2.64% 3.17% 1- > Paved Local 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% Gravel Arterial 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% U Gravel Collector 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% a Gravel Local 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% 74 Kimley>>> Horn Intersection Capacity Analysis Outputs kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 HCM 7th TWSC 2025 Existing -AM 1: US-34 & WCR-69 10/16/2025 Intersection Int Delay,s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 h 4Lio Traffic Vol,veh/h 1 217 206 1 1 7 Future Vol,veh/h 1 217 206 1 1 7 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 1 241 226 1 3 20 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 227 0 - 0 350 114 Stage 1 - - - - 227 - Stage 2 - - - - 123 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1204 - - - 590 880 Stage 1 - - - - 754 - Stage 2 - - - - 855 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1204 - - - 590 880 Mov Cap-2 Maneuver - - - - 590 - Stage 1 - - - - 754 - Stage 2 - - - - 855 - Approach EB WB SB HCM Ctrl Dly,s/v 0.04 0 9.46 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 17 - - - 829 HCM Lane V/C Ratio 0.001 - - - 0.028 HCM Ctrl Dly(s/v) 8 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 1: US-34 & WCR-69 10/16/2025 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 . 114 Traffic Vol,veh/h 2 236 326 4 1 1 Future Vol,veh/h 2 236 326 4 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 2 288 358 4 4 4 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 363 0 - 0 509 181 Stage 1 - - - - 360 - Stage 2 - - - - 149 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1130 - - - 467 797 Stage 1 - - - - 645 - Stage 2 - - - - 831 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1130 - - - 466 797 Mov Cap-2 Maneuver - - - - 466 - Stage 1 - - - - 643 - Stage 2 - - - - 831 - Approach EB WB SB HCM Ctrl Dly,s/v 0.09 0 11.21 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 30 - - - 588 HCM Lane V/C Ratio 0.002 - - - 0.014 HCM Ctrl Dly(s/v) 8.2 0 - - 11.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 1: US-34 & WCR-69 10/16/2025 Intersection Int Delay,s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4} T� Traffic Vol,veh/h 1 221 210 1 1 7 Future Vol,veh/h 1 221 210 1 1 7 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 1 246 231 1 3 20 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 232 0 - 0 356 116 Stage 1 - - - - 231 - Stage 2 - - - - 125 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1199 - - - 584 877 Stage 1 - - - - 750 - Stage 2 - - - - 852 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1199 - - - 584 877 Mov Cap-2 Maneuver - - - - 584 - Stage 1 - - - - 750 - Stage 2 - - - - 852 - Approach EB WB SB HCM Ctrl Dly,s/v 0.04 0 9.49 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 16 - - - 825 HCM Lane V/C Ratio 0.001 - - - 0.028 HCM Ctrl Dly(s/v) 8 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 1: US-34 & WCR-69 10/16/2025 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 41' +14 M Traffic Vol,veh/h 2 241 333 4 1 1 Future Vol,veh/h 2 241 333 4 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 2 294 366 4 4 4 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 370 0 - 0 520 185 Stage 1 - - - - 368 - Stage 2 - - - - 152 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1123 - - - 460 792 Stage 1 - - - - 639 - Stage 2 - - - - 828 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1123 - - - 459 792 Mov Cap-2 Maneuver - - - - 459 - Stage 1 - - - - 637 - Stage 2 - - - - 828 - Approach EB WB SB HCM Ctrl Dly,s/v 0.09 0 11.28 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 30 - - - 581 HCM Lane V/C Ratio 0.002 - - - 0.014 HCM Ctrl Dly(s/v) 8.2 0 - - 11.3 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2026 Total -AM 1: US-34 & WCR-69 11/24/2025 Intersection Int Delay,s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4+ +1 ' Traffic Vol,veh/h 16 221 210 11 5 14 Future Vol,veh/h 16 221 210 11 5 14 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 18 246 231 12 14 40 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 243 0 - 0 396 122 Stage 1 - - - - 237 - Stage 2 - - - - 159 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1187 - - - 551 869 Stage 1 - - - - 745 - Stage 2 - - - - 819 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1187 - - - 541 869 Mov Cap-2 Maneuver - - - - 541 - Stage 1 - - - - 732 - Stage 2 - - - - 819 - Approach EB WB SB HCM Ctrl Dly,s/v 0.6 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1187 - - - 749 HCM Lane V/C Ratio 0.015 - - - 0.072 HCM Ctrl Dly(s/v) 8.1 0.1 - - 10.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.2 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2026 Total - PM 1: US-34 & WCR-69 11/24/2025 Intersection Int Delay,s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4$h T� M Traffic Vol,veh/h 9 241 333 8 11 16 Future Vol,veh/h 9 241 333 8 11 16 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 11 294 366 9 44 64 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 375 0 - 0 540 188 Stage 1 - - - - 371 - Stage 2 - - - - 169 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1118 - - - 446 789 Stage 1 - - - - 637 - Stage 2 - - - - 812 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1118 - - - 441 789 Mov Cap-2 Maneuver - - - - 441 - Stage 1 - - - - 629 - Stage 2 - - - - 812 - Approach EB WB SB HCM Ctrl Dly,s/v 0.3 0 12.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1118 - - - 597 HCM Lane V/C Ratio 0.01 - - - 0.181 HCM Ctrl Dly(s/v) 8.3 0 - - 12.4 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.7 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 1: US-34 & WCR-69 10/16/2025 Intersection Int Delay,s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4} M Traffic Vol,veh/h 1 271 258 1 1 9 Future Vol,veh/h 1 271 258 1 1 9 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 1 301 284 1 3 26 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 285 0 - 0 437 142 Stage 1 - - - - 284 - Stage 2 - - - - 153 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1142 - - - 518 843 Stage 1 - - - - 704 - Stage 2 - - - - 825 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1142 - - - 518 843 Mov Cap-2 Maneuver - - - - 518 - Stage 1 - - - - 703 - Stage 2 - - - - 825 - Approach EB WB SB HCM Ctrl Dly,s/v 0.04 0 9.71 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 13 - - - 793 HCM Lane V/C Ratio 0.001 - - - 0.036 HCM Ctrl Dly(s/v) 8.2 0 - - 9.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 1: US-34 & WCR-69 10/16/2025 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations .1f T1 M Traffic Vol,veh/h 3 295 408 5 1 1 Future Vol,veh/h 3 295 408 5 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 4 360 448 5 4 4 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 454 0 - 0 638 227 Stage 1 - - - - 451 - Stage 2 - - - - 187 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1042 - - - 385 743 Stage 1 - - - - 578 - Stage 2 - - - - 794 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1042 - - - 383 743 Mov Cap-2 Maneuver - - - - 383 - Stage 1 - - - - 575 - Stage 2 - - - - 794 - Approach EB WB SB HCM Ctrl Dly,s/v 0.12 0 12.23 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 36 - - - 506 HCM Lane V/C Ratio 0.004 - - - 0.016 HCM Ctrl Dly(s/v) 8.5 0 - - 12.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2036 Total -AM 1: US-34 & WCR-69 11/24/2025 Intersection Int Delay,s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4+ T1 ' Traffic Vol,veh/h 16 271 258 11 5 16 Future Vol,veh/h 16 271 258 11 5 16 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 18 301 284 12 14 46 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 296 0 - 0 477 148 Stage 1 - - - - 290 - Stage 2 - - - - 187 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1129 - - - 488 835 Stage 1 - - - - 699 - Stage 2 - - - - 792 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1129 - - - 479 835 Mov Cap-2 Maneuver - - - - 479 - Stage 1 - - - - 686 - Stage 2 - - - - 792 - Approach EB WB SB HCM Ctrl Dly,s/v 0.6 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1129 - - - 709 HCM Lane V/C Ratio 0.016 - - - 0.085 HCM Ctrl Dly(s/v) 8.2 0.1 - - 10.5 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.3 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2036 Total - PM 1: US-34 & WCR-69 11/24/2025 Intersection Int Delay,s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations •1 T t Traffic Vol,veh/h 10 295 408 9 11 16 Future Vol,veh/h 10 295 408 9 11 16 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 _ 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 12 360 448 10 44 64 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 458 0 - 0 657 229 Stage 1 - - - - 453 - Stage 2 - - - - 204 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1038 - - - 374 741 Stage 1 - - - - 576 - Stage 2 - - - - 778 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1038 - - - 369 741 Mov Cap-2 Maneuver - - - - 369 - Stage 1 - - - - 568 - Stage 2 - - - - 778 - Approach — EB WB SB HCM Ctrl Dly,s/v 0.4 0 13.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1038 - - - 525 HCM Lane V/C Ratio 0.012 - - - 0.206 HCM Ctrl Dly(s/v) 8.5 0.1 - - 13.6 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.8 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing -AM 2: WCR-380 & WCR-50 10/16/2025 Intersection Int Delay,s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 1 2 4 5 3 1 Future Vol,veh/h 1 2 4 5 3 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 3 7 9 8 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 16 0 - 0 17 12 Stage 1 - - - - 12 - Stage 2 - - - - 5 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1421 - - - 973 1038 Stage 1 - - - - 983 - Stage 2 - - - - 990 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1421 - - - 973 1038 Mov Cap-2 Maneuver - - - - 973 - Stage 1 - - - - 982 - Stage 2 - - - - 990 - Approach EB WB SB HCM Ctrl Dly,s/v 2.51 0 8.68 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 600 - - - 988 HCM Lane V/C Ratio 0.001 - - - 0.011 HCM Ctrl Dly(s/v) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 2: WCR-380 & WCR-50 10/16/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 3 2 1 9 1 2 Future Vol,veh/h 3 2 1 9 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 5 3 1 11 3 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 12 0 - 0 19 7 Stage 1 - - - - 7 - Stage 2 - - - - 13 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1550 - - - 975 1050 Stage 1 - - - - 993 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1550 - - - 972 1050 Mov Cap-2 Maneuver - - - - 972 - Stage 1 - - - - 990 - Stage 2 - - - - 987 - Approach EB WB SB HCM Ctrl Dly,s/v 4.4 0 8.55 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1080 - - - 1023 HCM Lane V/C Ratio 0.003 - - - 0.008 HCM Ctrl Dly(s/v) 7.3 0 - - 8.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 2: WCR-380 & WCR-50 10/16/2025 Intersection Int Delay,s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 1 2 4 5 3 1 Future Vol,veh/h 1 2 4 5 3 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 3 7 9 8 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 16 0 - 0 17 12 Stage 1 - - - - 12 - Stage 2 - - - - 5 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1421 - - - 973 1038 Stage 1 - - - - 983 - Stage 2 - - - - 990 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1421 - - - 973 1038 Mov Cap-2 Maneuver - - - - 973 - Stage 1 - - - - 982 - Stage 2 - - - - 990 - Approach EB WB SB HCM Ctrl Dly,s/v 2.51 0 8.68 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 600 - - - 988 HCM Lane V/C Ratio 0.001 - - - 0.011 HCM Ctrl Dly(s/v) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 2: WCR-380 & WCR-50 10/16/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 3 2 1 9 1 2 Future Vol,veh/h 3 2 1 9 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 5 3 1 11 3 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 12 0 - 0 19 7 Stage 1 - - - - 7 - Stage 2 - - - - 13 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1550 - - - 975 1050 Stage 1 - - - - 993 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1550 - - - 972 1050 Mov Cap-2 Maneuver - - - - 972 - Stage 1 - - - - 990 - Stage 2 - - - - 987 - Approach EB WB SB HCM Ctrl Dly,s/v 4.4 0 8.55 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1080 - - - 1023 HCM Lane V/C Ratio 0.003 - - - 0.008 HCM Ctrl Dly(s/v) 7.3 0 - - 8.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2026 Total -AM 2: WCR-380 & WCR-50 11/24/2025 Intersection Int Delay,s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 1 2 4 30 14 1 Future Vol,veh/h 1 2 4 30 14 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 3 7 54 37 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 61 0 - 0 39 34 Stage 1 - - - - 34 - Stage 2 - - - - 5 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1366 - - - 946 1009 Stage 1 - - - - 961 - Stage 2 - - - - 990 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1366 - - - 945 1009 Mov Cap-2 Maneuver - - - - 945 - Stage 1 - - - - 960 - Stage 2 - - - - 990 - Approach EB WB SB HCM Ctrl Dly,s/v 2.5 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1366 - - - 949 HCM Lane V/C Ratio 0.001 - - - 0.042 HCM Ctrl Dly(s/v) 7.6 0 - - 9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2026 Total - PM 2: WCR-380 & WCR-50 11/24/2025 Intersection Int Delay,s/veh 6.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 41 T4 Traffic Vol,veh/h 3 2 1 20 26 2 Future Vol,veh/h 3 2 1 20 26 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 5 3 1 24 68 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 25 0 - 0 26 13 Stage 1 - - - - 13 - Stage 2 - - - - 13 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1533 - - - 967 1042 Stage 1 - - - - 987 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 964 1042 Mov Cap-2 Maneuver - - - - 964 - Stage 1 - - - - 984 - Stage 2 - - - - 987 - Approach EB WB SB HCM Ctrl Dly,s/v 4.4 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1533 - - - 969 HCM Lane V/C Ratio 0.003 - - - 0.076 HCM Ctrl Dly(s/v) 7.4 0 - - 9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.2 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 2: WCR-380 & WCR-50 10/16/2025 Intersection Int Delay,s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T. Traffic Vol,veh/h 1 3 5 6 4 1 Future Vol,veh/h 1 3 5 6 4 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 4 9 11 11 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 20 0 - 0 21 14 Stage 1 - - - - 14 - Stage 2 - - - - 7 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1417 - - - 968 1034 Stage 1 - - - - 981 - Stage 2 - - - - 988 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1417 - - - 967 1034 Mov Cap-2 Maneuver - - - - 967 - Stage 1 - - - - 980 - Stage 2 - - - - 988 - Approach EB WB SB HCM Ctrl Dly,s/v 1.89 0 8.72 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 450 - - - 980 HCM Lane V/C Ratio 0.001 - - - 0.013 HCM Ctrl Dly(s/v) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 2: WCR-380 & WCR-50 10/16/2025 Intersection Int Delay,s/veh 3.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations .j A M Traffic Vol,veh/h 4 3 1 11 1 3 Future Vol,veh/h 4 3 1 11 1 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 6 5 1 13 3 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 14 0 - 0 25 8 Stage 1 - - - - 8 - Stage 2 - - - - 17 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1547 - - - 968 1049 Stage 1 - - - - 992 - Stage 2 - - - - 982 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1547 - - - 964 1049 Mov Cap-2 Maneuver - - - - 964 - Stage 1 - - - - 988 - Stage 2 - - - - 982 - Approach EB WB SB HCM Ctrl Dly,s/v 4.19 0 8.55 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1029 - - - 1026 HCM Lane V/C Ratio 0.004 - - - 0.01 HCM Ctrl Dly(s/v) 7.3 0 - - 8.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2036 Total -AM 2: WCR-380 & WCR-50 11/24/2025 Intersection Int Delay,s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To M Traffic Vol,veh/h 1 3 5 31 15 1 Future Vol,veh/h 1 3 5 31 15 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 4 9 55 39 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 64 0 - 0 43 37 Stage 1 - - - - 37 - Stage 2 - - - - 6 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1362 - - - 941 1005 Stage 1 - - - - 958 - Stage 2 - - - - 989 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1362 - - - 940 1005 Mov Cap-2 Maneuver - - - - 940 - Stage 1 - - - - 957 - Stage 2 - - - - 989 - Approach EB WB SB HCM Ctrl Dly,s/v 1.9 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1362 - - - 944 HCM Lane V/C Ratio 0.001 - - - 0.045 HCM Ctrl Dly(s/v) 7.6 0 - - 9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2036 Total - PM 2: WCR-380 & WCR-50 11/24/2025 Intersection Int Delay,s/veh 6.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T Traffic Vol,veh/h 4 3 1 22 26 3 Future Vol,veh/h 4 3 1 22 26 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 6 5 1 27 68 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 28 0 - 0 32 15 Stage 1 - - - - 15 - Stage 2 - - - - 17 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1529 - - - 959 1039 Stage 1 - - - - 985 - Stage 2 - - - - 983 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1529 - - - 955 1039 Mov Cap-2 Maneuver - - - - 955 - Stage 1 - - - - 981 - Stage 2 - - - - 983 - Approach EB WB SB HCM Ctrl Dly,s/v 4.2 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1529 - - - 963 HCM Lane V/C Ratio 0.004 - - - 0.079 HCM Ctrl Dly(s/v) 7.4 0 - - 9.1 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.3 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing -AM 3: WCR-69 & WCR-388 10/16/2025 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 44 Traffic Vol,veh/h 4 27 1 1 9 1 1 1 1 1 1 1 Future Vol,veh/h 4 27 1 1 9 1 1 1 1 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 5 35 1 3 24 3 1 1 1 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 26 0 0 36 0 0 75 77 35 76 76 25 Stage 1 - - - - - - 46 46 - 30 30 - Stage 2 - - - - - - 30 32 - 46 46 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1429 - - 1288 - - 840 754 951 839 755 964 Stage 1 - - - - - - 891 796 - 908 809 - Stage 2 - - - - - - 909 808 - 891 796 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1429 - - 1288 - - 833 750 951 832 751 964 Mov Cap-2 Maneuver - - - - - - 833 750 - 832 751 - Stage 1 - - - - - - 888 793 - 906 807 - Stage 2 - - - - - - 904 806 - 885 793 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.94 0.71 9.32 9.31 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 837 223 - - 160 - - 840 HCM Lane V/C Ratio 0.005 0.004 - - 0.002 - - 0.005 HCM Ctrl Dly(s/v) 9.3 7.5 0 - 7.8 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 3: WCR-69 & WCR-388 10/16/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .�. .j. .�. .�. Traffic Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Future Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 8 4 1 24 1 4 4 4 2 2 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 25 0 0 12 0 0 46 46 10 46 48 25 Stage 1 - - - - - - 18 18 - 28 28 - Stage 2 - - - - - - 28 28 - 18 20 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1327 - - 1469 - - 759 688 845 893 794 979 Stage 1 - - - - - - 798 720 - 925 821 - Stage 2 - - - - - - 788 712 - 936 828 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1327 - - 1469 - - 751 686 845 880 791 979 Mov Cap-2 Maneuver - - - - - - 751 686 - 880 791 - Stage 1 - - - - - - 796 718 - 924 821 - Stage 2 - - - - - - 782 711 - 923 825 - Approach EB WB NB SB HCM Ctrl Dly,s/v 1.93 0.41 9.85 9.04 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 755 422 - - 99 - - 900 HCM Lane V/C Ratio 0.016 0.003 - - 0.001 - - 0.009 HCM Ctrl Dly(s/v) 9.8 7.7 0 - 7.5 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 3: WCR-69 & WCR-388 10/16/2025 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .t. .t. .. 4. Traffic Vol,veh/h 4 28 1 1 9 1 1 1 1 1 1 1 Future Vol,veh/h 4 28 1 1 9 1 1 1 1 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 5 36 1 3 24 3 1 1 1 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 26 0 0 37 0 0 76 78 37 77 78 25 Stage 1 - - - - - - 47 47 - 30 30 - Stage 2 - - - - - - 30 32 - 47 47 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1429 - - 1287 - - 839 753 949 838 754 964 Stage 1 - - - - - - 889 795 - 908 809 - Stage 2 - - - - - - 909 808 - 889 795 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1429 - - 1287 - - 831 749 949 830 749 964 Mov Cap-2 Maneuver - - - - - - 831 749 - 830 749 - Stage 1 - - - - - - 886 792 - 906 807 - Stage 2 - - - - - - 904 806 - 884 792 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.91 0.71 9.33 9.31 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 835 217 - - 160 - - 839 HCM Lane V/C Ratio 0.005 0.004 - - 0.002 - - 0.005 HCM Ctrl Dly(s/v) 9.3 7.5 0 - 7.8 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 3: WCR-69 & WCR-388 10/16/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .�. .j. .�. .�. Traffic Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Future Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 8 4 1 24 1 4 4 4 2 2 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 25 0 0 12 0 0 46 46 10 46 48 25 Stage 1 - - - - - - 18 18 - 28 28 - Stage 2 - - - - - - 28 28 - 18 20 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1327 - - 1469 - - 759 688 845 893 794 979 Stage 1 - - - - - - 798 720 - 925 821 - Stage 2 - - - - - - 788 712 - 936 828 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1327 - - 1469 - - 751 686 845 880 791 979 Mov Cap-2 Maneuver - - - - - - 751 686 - 880 791 - Stage 1 - - - - - - 796 718 - 924 821 - Stage 2 - - - - - - 782 711 - 923 825 - Approach EB WB NB SB HCM Ctrl Dly,s/v 1.93 0.41 9.85 9.04 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 755 422 - - 99 - - 900 HCM Lane V/C Ratio 0.016 0.003 - - 0.001 - - 0.009 HCM Ctrl Dly(s/v) 9.8 7.7 0 - 7.5 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2026 Total -AM 3: WCR-69 & WCR-388 11/24/2025 Intersection Int Delay,s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .3. .j. .. .4 Traffic Vol,veh/h 4 28 1 12 9 1 1 1 26 1 1 1 Future Vol,veh/h 4 28 1 12 9 1 1 1 26 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 5 36 1 32 24 3 1 1 34 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 27 0 0 37 0 0 138 138 37 154 137 26 Stage 1 - - - - - - 47 47 - 90 90 - Stage 2 - - - - - - 91 91 - 64 47 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1429 - - 1287 - - 762 696 948 744 697 962 Stage 1 - - - - - - 889 795 - 842 760 - Stage 2 - - - - - - 841 760 - 870 795 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1429 - - 1287 - - 743 676 948 701 677 962 Mov Cap-2 Maneuver - - - - - - 743 676 - 701 677 - Stage 1 - - - - - - 885 792 - 839 741 - Stage 2 - - - - - - 817 741 - 834 792 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.9 4.3 9 9.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 926 1429 - - 1287 - - 761 HCM Lane V/C Ratio 0.039 0.004 - - 0.025 - - 0.005 HCM Ctrl Dly(s/v) 9 7.5 0 - 7.9 0 - 9.8 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0.1 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2026 Total - PM 3: WCR-69 & WCR-388 11/24/2025 Intersection Int Delay,s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. Traffic Vol,veh/h 1 2 1 26 16 1 1 1 12 1 1 2 Future Vol,veh/h 1 2 1 26 16 1 1 1 12 1 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 8 4 39 24 1 4 4 48 2 2 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 25 0 0 12 0 0 124 121 10 147 123 25 Stage 1 - - - - - - 18 18 - 103 103 - Stage 2 - - - - - - 106 103 - 44 20 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1328 - - 1469 - - 667 619 845 764 720 978 Stage 1 - - - - - - 798 720 - 841 760 - Stage 2 - - - - - - 708 654 - 906 828 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1328 - - 1469 - - 648 600 845 701 698 978 Mov Cap-2 Maneuver - - - - - - 648 600 - 701 698 - Stage 1 - - - - - - 796 718 - 838 739 - Stage 2 - - - - - - 684 636 - 847 826 - Approach EB WB NB SB HCM Ctrl Dly,s/v 1.9 4.5 9.8 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 804 1328 - - 1469 - - 816 HCM Lane V/C Ratio 0.07 0.003 - - 0.026 - - 0.01 HCM Ctrl Dly(s/v) 9.8 7.7 0 - 7.5 0 - 9.5 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.2 0 - - 0.1 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 3: WCR-69 & WCR-388 10/16/2025 Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. Traffic Vol,veh/h 5 34 1 1 11 1 1 1 1 1 1 1 Future Vol,veh/h 5 34 1 1 11 1 1 1 1 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 6 44 1 3 29 3 1 1 1 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 32 0 0 45 0 0 92 94 44 93 93 30 Stage 1 - - - - - - 57 57 - 36 36 - Stage 2 - - - - - - 35 37 - 57 58 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1423 - - 1278 - - 819 738 939 818 738 957 Stage 1 - - - - - - 878 787 - 902 804 - Stage 2 - - - - - - 903 803 - 878 786 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1423 - - 1278 - - 811 733 939 810 734 957 Mov Cap-2 Maneuver - - - - - - 811 733 - 810 734 - Stage 1 - - - - - - 874 783 - 900 803 - Stage 2 - - - - - - 898 802 - 871 783 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.94 0.6 9.42 9.39 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 819 224 - - 136 - - 823 HCM Lane V/C Ratio 0.005 0.005 - - 0.002 - - 0.005 HCM Ctrl Dly(s/v) 9.4 7.5 0 - 7.8 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 3: WCR-69 & WCR-388 10/16/2025 Intersection Int Delay,s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ... Traffic Vol,veh/h 1 3 1 1 20 1 1 1 1 1 1 3 Future Vol,veh/h 1 3 1 1 20 1 1 1 1 1 1 3 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 12 4 1 30 1 4 4 4 2 2 6 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 31 0 0 16 0 0 56 56 14 56 58 31 Stage 1 - - - - - - 22 22 - 34 34 - Stage 2 - - - - - - 34 34 - 22 24 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1320 - - 1464 - - 746 679 840 879 784 971 Stage 1 - - - - - - 794 717 - 918 816 - Stage 2 - - - - - - 781 707 - 931 824 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1320 - - 1464 - - 737 676 840 866 781 971 Mov Cap-2 Maneuver - - - - - - 737 676 - 866 781 - Stage 1 - - - - - - 792 715 - 917 816 - Stage 2 - - - - - - 774 706 - 919 822 - Approach EB WB NB SB HCM Ctrl Dly,s/v 1.55 0.34 9.91 9.02 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 745 343 - - 81 - - 905 HCM Lane V/C Ratio 0.016 0.003 - - 0.001 - - 0.011 HCM Ctrl Dly(s/v) 9.9 7.7 0 - 7.5 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2036 Total -AM 3: WCR-69 & WCR-388 11/24/2025 Intersection Int Delay,s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. .j. ., ., Traffic Vol,veh/h 5 34 1 12 11 1 1 1 26 1 1 1 Future Vol,veh/h 5 34 1 12 11 1 1 1 26 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 6 44 1 32 29 3 1 1 34 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 32 0 0 45 0 0 153 153 45 169 152 31 Stage 1 - - - - - - 57 57 - 95 95 - Stage 2 - - - - - - 96 96 - 74 57 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1422 - - 1277 - - 745 682 938 726 683 956 Stage 1 - - - - - - 878 787 - 837 756 - Stage 2 - - - - - - 836 756 - 859 787 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1422 - - 1277 - - 726 662 938 683 663 956 Mov Cap-2 Maneuver - - - - - - 726 662 - 683 663 - Stage 1 - - - - - - 874 784 - 834 736 - Stage 2 - - - - - - 812 736 - 823 784 - Approach EB WB NB SB HCM Ctrl Dly,s/v 0.9 3.9 9.1 9.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 915 1422 - - 1277 - - 747 HCM Lane V/C Ratio 0.04 0.005 - - 0.025 - - 0.005 HCM Ctrl Dly(s/v) 9.1 7.5 0 - 7.9 0 - 9.8 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0.1 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report HCM 6th TWSC 2036 Total - PM 3: WCR-69 & WCR-388 11/24/2025 Intersection Int Delay,s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .�. .j. .�. .�. Traffic Vol,veh/h 1 3 1 26 20 1 1 1 12 1 1 3 Future Vol,veh/h 1 3 1 26 20 1 1 1 12 1 1 3 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 12 4 39 30 1 4 4 48 2 2 6 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 31 0 0 16 0 0 135 131 14 157 133 31 Stage 1 - - - - - - 22 22 - 109 109 - Stage 2 - - - - - - 113 109 - 48 24 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1321 - - 1464 - - 655 611 840 752 711 971 Stage 1 - - - - - - 794 717 - 835 756 - Stage 2 - - - - - - 701 649 - 901 824 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1321 - - 1464 - - 635 593 840 690 690 971 Mov Cap-2 Maneuver - - - - - - 635 593 - 690 690 - Stage 1 - - - - - - 792 715 - 832 736 - Stage 2 - - - - - - 676 631 - 842 822 - Approach EB WB NB SB HCM Ctrl Dly,s/v 1.5 4.2 9.9 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 798 1321 - - 1464 - - 835 HCM Lane V/C Ratio 0.07 0.003 - - 0.027 - - 0.012 HCM Ctrl Dly(s/v) 9.9 7.7 0 - 7.5 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.2 0 - - 0.1 - - 0 Kimley-Horn & Associates, Inc. Synchro 12 Report Kimley>>> Horn August 7, 2025 Mr. Kyle Regan Civil Resources, LLC 8308 Colorado Boulevard Suite 200 Firestone, CO 80504 Re: 70 Ranch Section 25 Sand Mine—Traffic Impact Study Letter Weld County, Colorado Dear Mr. Regan, This letter documents the results of a traffic impact study including trip generation, trip distribution, traffic assignment, and intersection analysis for the proposed 70 Ranch Section 25 Sand Mine project to be constructed in Weld County, Colorado. A vicinity map is attached as Figure 1. The 70 Ranch Section 25 Sand Mine is anticipated to begin excavation around the middle of next year, 2026.The sand mine is expected to be exhausted of material within about 10 years, by 2036.Therefore, analysis was conducted for the 2026 opening year horizon as well as a 2036 closing year horizon. Based on the proposed access condition for this project, the following intersections were incorporated into this traffic study: • WCR-388 and WCR-61 • WCR-388 and WCR-69 • US-34 and WCR-61 • WCR-380 and WCR-50 • US-34 and WCR-69 Regional access to the proposed 70 Ranch Section 25 Sand Mine will be provided by US-34 while primary access to the site will be provided by the mine's two haul routes. One of the haul routes is designated along WCR-61 and WCR-388 while the other haul route is designated along WCR-69, WCR-380,WCR-50/WCR-69, and WCR-388. It should be noted that both of the designated haul routes transition to a private gravel roadway, that features gated access just southeast of the intersection between WCR-69 and WCR-388. The designated haul routes are shown in Figure 2. Direct access to the site will be provided by a proposed access along the south side of the private gravel roadway designated as the mine's haul route. As such, a R1-1 "STOP" sign should be installed along the northbound exiting approach out of the access. It should be noted that because of the private gated access southeast of the intersection between WCR- 69 and WCR-388, traffic counts could not be collected at any locations northeast of this intersection, and therefore operational analyses were not conducted for any locations within this area, including the proposed site access. EXISTING ROADWAY NETWORK Within the vicinity of the study area, US-34 is a paved northwest/southeast highway that provides two through lanes in each direction. The posted speed limit is 65 miles per hour (mph). CDOT classifies US-34 as a R-A: Regional Highway. Within the vicinity of the study area, WCR-50 is a paved north/south county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR- 50 is classified as a local road. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 2 Within the vicinity of the study area, WCR-61 is a paved north/south country road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR- 61 is classified as a collector roadway. Within the vicinity of the study area, WCR-69 is a paved north/south county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR- 69 is classified as a local road. Within the vicinity of the study area,WCR-380 is a paved northwest/southeast county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR-380 is classified as a local road. Within the vicinity of the study area,WCR-388 is a gravel northwest/southeast county road that provides one through lane in each direction. Based on the 2024 Weld County Functional Classification Map, WCR-388 is classified as a local road. The intersection of WCR-388 and WCR-61 (#1)operates with stop control on the westbound WCR-388 approach.All approaches provide a single lane shared for all movements.An aerial photo that illustrates the existing intersection configuration is provided below. 4 I NORTH - z II i . a ki . if/ 1 - . , . 4) ., *. It. I i Wit ! i_ 1 , • , � lis 46. r. ic41 ' .. , i . - a A ',+`., !ik. WCR-388 & WCR-61 (#1) kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 3 The intersection of WCR-388 and WCR-69 (#2)operates with stop control on the north-eastbound and south-westbound WCR-69 approaches.All approaches provide a single lane shared for all movements. An aerial photo that illustrates the existing intersection configuration is provided below. • • , . Si 1410411 NORTH , . '• ;rit • '.4 lir A • .. 4 '.tk . T� r y . '-1 cR;38 8 IN.`'' •I'ol f.1 - /• h ,_ ,..,..„, ,.. .. .,,,,„ . . . .\ 4 1 \` • 6 1 • ' e ,A4i. WCR-388 & WCR-69 (#2) kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 4 The intersection of US-34 and WCR-61 (#3) operates with stop control on the northbound and southbound WCR-61 approaches. The northbound and southbound approaches provide a single shared lane for all movements. The north-westbound and south-eastbound approaches provide a single left turn lane, two through lanes, and a single right turn lane. An aerial photo that illustrates the existing intersection configuration is provided below. A NORTH R �,14. V N.:N ": i N,' a NN r 111, a. At 111M1r4j1IIPP'711 NN.Nsili:N. N..41' Ash.. t � US-34 & WCR-61 (#3) kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 5 The intersection of WCR-380 and WCR-50 (#4) operates with stop control on the south-westbound WCR-50 approach. All approaches provide a single lane shared for all movements. An aerial photo that illustrates the existing intersection configuration is provided below. ti ,,. iir L • N ll. h • am N ORTH r,�• ON /' :0•10r'ip * ., • . i • r. 1 •rr , , •� 4t)30.4: ' 11., . .. . .4:k‘s*. '• °v ' ..;'''''.1:- : IN • . tir' j, _ 411111k 7 ♦ i1 ' ..- Ilk �• \ \ \ 4 tir \146. • . ' .1k .Ilk,1/474 , WCR-380 & WCR-50(#4) kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Ki m l ey > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 6 The intersection of US-34 and WCR-69 (#5) operates with stop control on the southbound WCR-69 approach. The southbound approach provides a single shared left/right turn lane. The north-westbound and south-eastbound approaches provide two through lanes. The north-westbound right turn movement operates from the outside north-westbound through lane,while the south-eastbound left turn operates from the inside south-eastbound through lane. An aerial photo that illustrates the existing intersection configuration is provided below. E i . . t Q 1 • _ V. a , vs r NORTH +` 11 ti E 'I I! tillistmoiti., N% \ ' .. • • . 44 ' i`li?Yy 14 j. ry . •`0J 1 . . ` 40. IAfir•. Y •i. +�' . �S ajf \ L .- \ 411 • .. t• *• i US-34 & WCR-69 (#5) The intersection lane configuration and control for the study area intersections is shown in Figure 2. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 7 EXISTING AND FUTURE TRAFFIC VOLUMES Existing turning movement counts were conducted at the study intersections on Wednesday, May 7, 2025, and on Wednesday, July 16, 2025, during the morning and afternoon peak hours. The counts were conducted during the morning and afternoon peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. The intersection count sheets are attached. It should be noted that no traffic volumes were counted for a number of turning movements; however, for the purpose of this study, at least a single vehicle was assumed for each of the turning movements that could be made. The existing intersection traffic volumes are shown in Figure 3. According to traffic projections available on CDOT's Online Transportation Information System (OTIS), US-34, within the vicinity of WCR-61 and WCR-69, is expected to exhibit a 20-year growth factor of 1.5. This equates to an annual growth rate of approximately 2.05 percent. According to the 2045 Weld County Transportation Master Plan, the county roads within this area are projected to exhibit a 0.46 percent annual growth rate. Based on the available data, a 2.05 percent annual growth rate was used to calculate opening 2026 and closing 2036 background traffic projections for all traffic volumes within the study area. However, it should be noted that the existing volumes for many of the turning movements at the study intersections are low enough that when applying the conservative 2.05 percent growth rate, minimal, and in some cases no growth, is anticipated by 2036. CDOT traffic projection information and an excerpt from the 2045 Weld County Transportation Plan are provided as attachements. Figures 4 and 5 illustrate the opening 2026 and closing 2036 background traffic volumes, respectively. TRIP GENERATION Site-generated traffic estimates are determined through a process known as trip generation. The most common practice for the trip generation process is to utilize rates and equations that are based on the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates and equations is the Trip Generation Manual1 published by the Institute of Transportation Engineers (ITE). ITE has developed these trip rates and equations based on nationwide studies. However, ITE does not have a site-specific land use for a sand mine facility. Therefore, trip generation was developed based on user provided information. The site is anticipated to be in operation for twelve hours from 6:00 AM to 6:00 PM daily. There are 14 employees anticipated to be on site with up to 12 trucks arriving and departing during each hour of operation. Therefore, approximately 28 employee trips and 288 truck trips (144 truck round trips) are expected to occur per day, with approximately 38 trips occurring within the morning and afternoon peak hours.A mix of truck lengths are anticipated, with some trucks being less than 40 feet long and some trucks being longer than 40 feet long. To provide a conservative analysis, all trucks were multiplied with a passenger car equivalent (PCE) of 3 assuming all trucks are longer than 40 feet. In PCEs, the total daily trips would equate to 892 passenger car equivalents trips. Table 1 summarizes the estimated trip generation for the proposed 70 Ranch Section 25 Mine project. 1 Institute of Transportation Engineers, Trip Generation Manual, Eleventh Edition,Washington DC,2021. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 8 Table 1 —70 Ranch Section 25 Sand Mine Traffic Generation Weekday Vehicles Trips AM Peak Hour PM Peak Hour Land Use Daily In Out Total In Out Total On Site Employee (14) 28 14 0 14 0 14 14 Sand Mine Truck Trips 288 12 12 24 12 12 24 Sand Mine Truck Trips(3 x PCE) 864 36 36 72 36 36 72 Total Site Generated Trips 316 26 12 38 12 26 38 Total Site Generated Trips with PCE 892 50 36 86 36 50 86 TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Distribution of site traffic on the street system was based on the user specific haul routes to be used by the sand mine, which were provided by the client. The directional distribution of traffic is a means to quantify the percentage of site-generated traffic that approaches the site from a given direction and departs the site back to the original source.The traffic assignment was obtained by applying the project trip distribution to the estimated traffic generation of the development shown in Table 1. Figure 6 illustrates the trip distribution and Figure 7 illustrates the traffic assignment for this project in true traffic volume and in passenger car equivalents with vehicles between twenty feet and forty feet in length counting as two vehicles and vehicles being greater than forty feet in length counting as three vehicles. TOTAL (BACKGROUND PLUS PROJECT) TRAFFIC Site traffic volumes were added to the background volumes to represent estimated total traffic conditions for the 2026 and 2036 horizons. These total traffic volumes for the study area are illustrated for the 2026 and 2036 horizon years in Figures 8 and 9, respectively. TRAFFIC OPERATIONS ANALYSIS METHODOLOGY Kimley-Horn's analysis of traffic operations in the site vicinity was conducted to determine potential capacity deficiencies at the project key intersections for the 2026 opening and 2036 closing horizons. The acknowledged source for determining overall capacity is the Highway Capacity Manual2. Capacity analysis results are listed in terms of level of service (LOS). Level of service is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways, common traffic engineering practice recommends LOS D as the minimum threshold for acceptable operations for intersections and LOS E for movements. Table 2 shows the definition of level of service for unsignalized intersections. 2 Transportation Research Board,Highway Capacity Manual, Sixth Edition,Washington DC,2016. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 9 Table 2—Level of Service Definitions Level of Unsignalized Intersection Service Average Total Delay (sec/veh) A <_ 10 B > 10 and <_ 15 C > 15 ands 25 D > 25 and <_35 E > 35 ands 50 F > 50 Transportation Research Board, Highway Capacity Manual, Seventh Edition, Washington DC, 2023. Study intersections were analyzed based on average total delay analysis for unsignalized intersections. Under the unsignalized analysis, the level of service for a two-way stop-controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. The level of service for a two-way stop-controlled intersection is not defined for the whole intersection. Calculations for the level of service at the study intersections are attached. The traffic analysis is based on the lane geometry and intersection control shown in Figure 2. Synchro traffic analysis software was used to analyze the study intersections. The Synchro Highway Capacity Manual (HCM) methodology reports were used to analyze intersection delay and level of service. WCR-388 and WCR-61 (#1) The intersection of WCR-388 and WCR-69 operates under stop control on the westbound WCR-388 approach. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS A throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 3 provides the results of the level of service at this intersection. Table 3—WCR-388 and WCR-61 LOS Results 2025 2026 2026 2036 2036 Intersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS Northbound Approach - - - - - - - - - - Northbound Thru/Right - - - - - - - - - - Southbound Approach - - - - - - - - - - Southbound Left/Thru A A A A A A A A A A Westbound Approach A A A A A A A A A A Westbound Left/Right A A A A A A A A A A kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>) Horn 096548018 Page 10 WCR-388 and WCR-69 (#2) The intersection of WCR-388 and WCR-69 operates under stop control on the north-eastbound and south-westbound WCR-69 approaches. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS A throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 4 provides the results of the level of service at this intersection. Table 4—WCR-388 and WCR-69 LOS Results 2025 2026 2026 2036 2036 tersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS North-Eastbound Approach A A A A A A A A A A North-Eastbound Left/Thru/Right A A A A A A A A A A South-Westbound Approach A A A A A A A A A A South-Westbound Left/Thru/Right A A A A A A A A A A South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A A A South-Eastbound Thru/Right A A A A A A A A A A North-Westbound Approach - - - - - - - - - - North-Westbound Left A A A A A A A A A A North-Westbound Thru/Right A A A A A A A A A A kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>) Horn 096548018 Page 11 US-34 and WCR-61 (#3) The intersection of US-34 and WCR-61 operates under stop control on the northbound and southbound WCR-61 approaches. The movements at this intersection currently operate acceptably at LOS B or better during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS C or better throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 5 provides the results of the level of service at this intersection. Table 5—US-34 and WCR-61 LOS Results 2025 2026 2026 2036 2036 Intersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS Northbound Approach B B B BCBCCCC Northbound Left/Thru/Right B B B B C B C C C C Southbound Approach BBBBBBCBCB Southbound Left/Thru/Right B B B B B B C B C B South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A AA South-Eastbound Thru - - - - - - - - - - South-Eastbound Right - - - - - - - - - - North-Westbound Approach - - - - - - - - - - North-Westbound Left A A A A A A A A AA North-Westbound Thru - - - - - - - - - - North-Westbound Right - - - - - - - - - - kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>) Horn 096548018 Page 12 WCR-380 and WCR-50 (#4) The intersection of WCR-380 and WCR-50 operates under stop control on the south-westbound WCR- 50 approach. The movements at this intersection currently operate acceptably at LOS A during both peak hours. With the existing lane configurations and the addition of project traffic, the movements at this intersection are expected to continue to operate acceptably at LOS A throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 6 provides the results of the level of service at this intersection. Table 6—WCR-380 and WCR-50 LOS Results 2025 2026 2026 2036 2036 Intersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS South-Westbound Approach A A A A A A A A A A South-Westbound Left/Right A A A A A A A A A A North-Westbound Approach - - - - - - - - - - North-Westbound Thru - - - - - - - - - - North-Westbound Right - - - - - - - - - - South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A AA South-Eastbound Thru A A A A A A A A AA kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 13 US-34 and WCR-69 (#5) The intersection of US-34 and WCR-69 operates under stop control on the southbound WCR-69 approach. The movements at this intersection currently operate acceptably at LOS B or better during both peak hours. With the existing lane configurations and the addition of project traffic,the movements at this intersection are expected to continue to operate acceptably at LOS B or better throughout the 2036 closing horizon. Therefore, based on the operational analysis, improvements or modifications are not anticipated to be needed at this intersection due to the addition of project traffic. Table 7 provides the results of the level of service at this intersection. Table 7—US-34 and WCR-69 LOS Results 2025 2026 2026 2036 2036 Intersection/ Existing BG Total BG Total Critical Movement AM PM AM PM AM PM AM PM AM PM LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS Southbound Approach A B A B B B A B B B Southbound Left/Right A B A B B B A B B B North-Westbound Approach - - - - - - - - - - North-Westbound Thru - - - - - - - - - - North-Westbound Right - - - - - - - - - - South-Eastbound Approach - - - - - - - - - - South-Eastbound Left A A A A A A A A A A South-Eastbound Thru A A A A A A A A A A CDOT ACCESS PERMIT AND TURN LANE REQUIREMENTS The threshold for requiring an access permit along CDOT roadways occurs when project traffic is anticipated to increase the existing access traffic volume by more than 20 percent. Based on traffic projections, the addition of project traffic on the north leg of WCR-61 at US-34 (#3) and on the north leg of WCR-69 at US-34(#5) is anticipated to increase existing traffic volumes by more than 20 percent. Therefore, a CDOT Access Permit is anticipated to be required at both of these intersections in association with this project. Auxiliary turn lane requirements were evaluated based on the State of Colorado State Highway Access Code (SHAC) for the intersections along US-34 at WCR-61 (#3) and WCR-69 (#5). US-34 is categorized as R-A: Regional Highway within the study limits. According to the SHAG, the following thresholds apply for implementation of auxiliary turn lanes along R-A roadways: • A left turn deceleration lane with taper and storage length is required for any access with a projected peak hour left ingress turning volume greater than 10 vehicles per hour (vph). The taper length will be included within the required deceleration length. • A right turn deceleration lane and taper length is required for any access with a projected peak hour right ingress turning volume greater than 25 vph. The taper length will be included within the required deceleration length. • A right turn acceleration lane and taper length is required for any access with a projected peak hour right turning volume greater than 50 vph when the posted speed on the highway is greater than 40 mph. The taper length will be included within the required acceleration length. It should be noted that while trucks are taken into consideration in operational analyses by utilizing heavy vehicle percentages, CDOT requires that auxiliary turn lanes be evaluated and designed based on traffic volumes adjusted for passenger car equivalents (PCE). kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 70 Ranch Section 25 Sand Mine Kimley>>> Horn 096548018 Page 14 Based on the thresholds and warrants contained in the Access Code, the R-A (Regional Highway) designation of US-34, a 65-mile per hour posted speed limit, and the anticipated traffic volumes in 2026 and 2036, auxiliary turn lane requirements for the US-34 and WCR-61 intersection (#3)are as follows: • A south-eastbound left turn deceleration does exist and is warranted based on the 2025 existing traffic being 46 PCE south-eastbound left turns during the morning peak hour and the threshold being 10 vehicles per hour. Based on the projected 2036 background plus project traffic being 84 PCE south-eastbound left turns during the morning peak hour, the left turn lane requirements is 80 feet of storage plus 800 feet of deceleration length which includes a 300- foot taper. The 300-foot taper assumes a 12 foot wide lane, and a taper rate of 25:1, per the SHAC. The existing left turn lane provides approximately 750 feet of full width lane and a 150- foot taper, which results in an overall storage and deceleration length of approximately 900 feet. Therefore, the existing left turn lane is anticipated to meet CDOT SHAC design requirements throughout the 2036 closing horizon, and no improvements to this turn lane are anticipated to be necessary. • A north-westbound right turn deceleration lane does exist, but is not technically warranted based on the projected 2036 background plus project traffic being 7 PCE north-westbound right turns during the afternoon peak hour and the threshold being 25 vehicles per hour. • An acceleration lane for the southbound right to north-westbound through does exist and is warranted based on the projected 2036 background plus project traffic being 55 PCE southbound right turns during the afternoon peak hour and the threshold being 50 vehicles per hour. The acceleration lane requirement is 1,380 feet of acceleration length which includes a 300-foot taper. The 300-foot taper assumes a 12 foot wide lane, and a taper rate of 25:1, per the SHAC. The existing acceleration lane provides approximately 1,200 feet of full width lane and a 300-foot taper, which results in an overall acceleration length of approximately 1,500 feet. Therefore, the existing acceleration lane is anticipated to meet CDOT SHAC design requirements through the 2036 closing horizon, and no improvements to this acceleration lane are anticipated to be necessary. Based on the thresholds and warrants contained in the Access Code, the R-A (Regional Highway) designation of US-34, a 65-mile per hour posted speed limit, and the anticipated traffic volumes in 2026 and 2036, auxiliary turn lane requirements for the US-34 and WCR-69 intersection (#5)are as follows: • A south-eastbound left turn deceleration does not exist and is not warranted based on the projected 2036 background plus project traffic being 9 PCE south-eastbound left turns during the afternoon peak hour and the threshold being 10 vehicles per hour. • A north-westbound right turn deceleration lane does not exist and is not warranted based on the projected 2036 background plus project traffic being 21 PCE north-westbound right turns during the morning peak hour and the threshold being 25 vehicles per hour. • An acceleration lane for the southbound right to north-westbound through does not exist and is not warranted based on the projected 2036 background plus project traffic being 16 PCE southbound right turns during the morning peak hour and the threshold being 50 vehicles per hour. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Kimley > Horn 70 Ranch Section 25 Sand Mine )� 096548018 Page 15 VEHICLE QUEUEING ANALYSIS A vehicle queuing analysis was conducted for the turning movements with exclusive turn lanes at the study area intersections. The queuing analysis was performed using Synchro presenting the results of the 951h percentile queue lengths. Results are shown in the following Table 7 with calculations provided within the attached level of service operational sheets. It should be noted that the vehicle queueing analysis resulted in an anticipated queue length of less than one vehicle for both the south-eastbound and north-westbound left turns at the intersection of US-34 and WCR-61 (#3);therefore, a queue length of 20 feet was assumed. Table 7—Turn Lane Queueing Analysis Results Existin 2026 2026 2036 2036 Turn Lane Calculated ecommende Calculated Recommended Intersection Length Queue Length Queue Length Turn Lane (feet) (feet) (feet) (feet) (feet) US-34 &WCR-61 (#3) South-Eastbound Left 750'+150'T 20' 750'+150'T 20' 750'+150'T South-Eastbound Right 630'+180'T - 630'+180'T - 630'+180'T North-Westbound Left 770'+150'T 20' 770'+150'T 20' 770'+150'T North-Westbound Ri.ht 620'+180'T - 620'+180'T - 620'+180'T As previously identified, the south-eastbound left turn lane and north-westbound right turn lanes are not anticipated to require improvements. Furthermore, as shown in the table above, the vehicle queues anticipated with the addition of project traffic are not expected to extend past the existing auxiliary turn lanes that currently exist today. kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Kimley > H o r n 70 Ranch Section 25 Sand Mine )� 096548018 Page 16 CONCLUSIONS AND RECOMMENDATIONS Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes that the proposed 70 Ranch Section 25 Sand Mine will be successfully incorporated into the existing and future roadway network during the short operation of the sand mine. The following outlines the recommendations from our traffic analysis: • With the buildout of the project, an access will be constructed along the south side of the gravel roadway designated as the mine's haul route, that should operate with stop control along the exiting northbound approach. As such, a R1-1 "STOP" sign should be installed along the northbound exiting approach. • The threshold for requiring an access permit along CDOT roadways occurs when project traffic is anticipated to increase the existing access traffic volume by more than 20 percent. Based on traffic projections, the addition of project traffic on the north leg of WCR-61 at US-34 and on the north leg of WCR-69 at US-34 is anticipated to increase existing traffic volumes by more than 20 percent.Therefore in association with this project, a CDOT Access Permit is anticipated to be required for the intersection of US-34 and WCR-61, and a CDOT Access Permit is anticipated to be required for the intersection of US-34 and WCR-69. If you have any questions or need further assistance, please don't hesitate to contact me at (970) 880-1176. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. �'�O V 6 1 1i1►, Erick W. Berry, P.E., PTOE, .Pi i 60684 Project Traffic Engineer �1,�O•.• 08/07/2025 , FSSIONA1- ? kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 Kimley>>> Horn Figures kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 I NORTH NTS 096548018 n J i 1 ,'- ,.f , .Ci fir ■ i „4 : ,t —1` `":.: _., air .i IF�� I + _ ! ' ii- r ,_ 1 1 , ., ig.. ,1 4: . :T. . ,• .., .' + 1R • .. .gam 1 •;•, - - ii_iit• ' 4,. -*.•2- .. , • '4.. .. • • ., 1: +. Greeley , . , • • . Y, ' ; .. '_ \ :' 7 • t -.� .1- .. it - - - �-r'�.. • � .. '>` � • � � , .... .-- PROJECT ' '. "'•`') ",- "� i�L, f —" ,� .`.. ' : , 1� .e ''{ w• , SITE , • 'C ,) y `� ,4 Kersey- , .• _ .� .• ` _ . Y7f; ?2.• -. •_ ^ a ,F corr.. '�. _ - _ `1✓' ".�,�ai-" •• . •yu',..' 4f•` Evans i / i 'E. F,'�,- ..� � •�, i/• ; t. .� _ ' .1 a. • v= • r• rya , ` ` fty . 1 a e �' i 4 It_ • .;, FIGURE 1 70 Ranch Section 25 Sand Mine Weld County, Colorado Vicinity Map •.... : Kimley)))Horn :--' I ` 9 r 4V' F All!S. 0 , s NORTH : "*.'' NTS 096548018 ...1. -� STOP S ! P t 4_ t } F . _i.,,„.:...:i,)1,.. .,I:,N,- al - ". :._ `��' ,. .. Protect•i-''. : ' ' 4-- 44 i f �,a �. i. 1 Site Site Access WCR-388 & WCR-613 US+� / _ ;, "� ± d±S) i , _,.. . .91' IPC."1\j- 1: 46b- -.I-- r 150'T41' i" 4 t _....__ . , .00„, 4„, ...„. ., ..._.. ._ 1:.tv,. . *.‘1 s_ ___ _ • .gin 1.. �� w °� ,Ch 4 - :750'+ 50'T ,•. • ! �` �. 3 1"41‘1:1‘ WCR-388 & WCR 69 _,„-._ t 'la,,a' 30'+80'T �vt1 � e ' i. US-34 & WCR-61 �' ' �nr t US ,r 3 \ 4' Z\3 A � 5 WCR-380 & WCR-50 LEGEND CI Study Area Key Intersection Project Access Intersection Stop Controlled Approach FIGURE 2 ff Roadway Speed Limit 70 fanch Section 25 Sand Mine US-34 & WcR-69 3 — Designated Haul Routes Weld County, Colorado Existing Geometry & Control Kimley*Horn I 4\ f AAS., 0 _��!...'� vv'. IIVORTH O r / r N 10) v NTS 096548018 s - \/i - - 9(16) . iil;„....2v- at r 4(1)- T ti a.��a O o \�� '`4' .• s'',- ".. 27(2), v 7 9sy 'l �__ r r i _ o � ,.. 1 ' 1: 1(1)- r r T1 u x T 1 / *• 4.40‘. \isy„p , o j Protect . O m o 68 2�0 1 I.. Site WCR-388 & WCR-69 JJJ �� ° I 4 r* • Wednesday, May 7, 2025 CZ "ct ."'st CO �S ®) t �3�" A�A 4p 7:15 to 8 15AM 1 s6 t top (4:00 to 5:00PM) C WCR-388 & WCR-61 1 es, �px �4 1 JJJ x 1^. o O Wednesday, July 16, 2025 01 7:15 to 8:15AM (4: 00 to 5:OOPM) + EGA OP() ' A &. T R---5(9) Pk:- �.ti 'kb O G ' M �4(1) © s _ i rn 4(4) . y.,. . .44 2(2). 'y� %co . Ln 242(366) o y 7 CD 263(281) N N r _ S) _, 4 ' WCR-380 & WCR-50 ) 5(5) 4 .. T , ' ___ ®� Wednesday, May 7, 2025 44). s) +ti 8: 00 to 9: 00AM - y OO - (5: 00 to 6: OOPM) US-34 & WCR-613 ` Wednesday, July 16, 2025 7: 00 to 8:00AM (4:30 to 5:30PM) 1(4) -1 f-206(326) i 1(2) LEGEND 217(236) OX Study Area Key Intersection FIGURE 3 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 70 Ranch Section 25 Sand MineC US-34 & WcR-69 ILK X,X001 Estimated Daily Traffic Volume Weld County, Colorado Wednesday, May 7, 2025 _ ,2025 Existing Traffic Volumes 7:15 to 8. 15AM (4:30 to 5. 30PM) • KimIey >Horn - ' I 4\ NORTH _ ,✓ , r NTS 096548018 s - \ i.- /' , at, . - , i / •,. . i'' il, .�, �. Pro ect } 1 ,: 2pp1 Site rn m US O o (" 1 t �iy, p 'fix 1(1)C WCR-388 & WCR-61 ) % _ `3t. a Cwl , 'y ) J, z--1(1) it /4) 4(1)a T rn �4(4) �. .J8 G 1 /' 28(2)— co co LO 247(374) - - ,.; " O., 1(1) r r r 1 1 �1(1) t ' A1„1 I 32(9)— T I f `41w ' c i. ill iii � \ w� V' 268(287)— N N `n'� "� � ,. �l\� WCR-388 6e WCR-89 5(5) a c'� r '10 n '' '--Ulf 0 ! ., JJJ i— US-34 & WCR-81 pp , i6 �5(9) • 4, v _ �130 6- `h 4(1) v o a '4(6) 2(2) N a � ' <-304(497) 5 5 1 y k.-3(1) 47(12) m (i 370(326) Ff c7 r 1(6)co T 1(4) WCR-380 & WCR-50 7(10)—, o u" T rn —+ 258(443) - 210(333) 1 1(2)— 1(2)—71 LEGEND US-34 & WCR-61 (PCE) 3 305(273)* 221(241) O Study Area Key Intersection FIGURE 4 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 70 Ranch Section 25 Sand Mine US-34& WCR-69 (PCE) US-34 & WCR-69 Weld County, Colorado 1XX,X001 Estimated Daily Traffic Volume 2026 Background Traffic Volumes I(imley *Horn - 1 Alk 0 sop 6 9. ,r ' '1'' thil ,�!, NTS 096548018 ' s \ i ,' e. 7 r 1 1� r ' 9(11) O _w P %,f �, . F lR �._ �i .-� - .�, t Project 8; ' ; 3p !�. Site di 0 -..,„„ - 74"Sts -'4981404, -7,—,--—! ‘•''' 1:---,; ----- - -- vl . .1, o 300 i C WCR-388 & WCR-61 fiy,\3 bO � x :�; 1(1) Ro? • or a r r 1 1(20) C . . vI `, , ,) 1 „1(1) s) >,. !y OP ,y0 5(1)a T ( ) 9 I c� co w _ 1(1) ' ' r m 1I co 3031(1) 8) 'e O' y a f7 y y CL-1(1)7 �t ''J 39(11)� T I T � wl ,,, 329(351)� M M ;" WCR-388 & WCR-69 6(6) o v '- • o I 1 611 US-34 & WCR-61 ,t4;p0 M 6(11) �S' Op [ 1(4)- m N 5(7) _ `al . 3(3) O d N —+ <—372(608) 19 1 y -3(1) 55(14) 455(398) = r 1(7) 1(5) WCR-380 & WCR-50 8(12)� N o r c 317(542) rn 258(408) 1(5)- 1(3)-71 LEGEND US-34 & WCR-61 (PCE) 3 375(334)— 271(295) C) Study Area Key Intersection FIGURE 5 xxx(xxx) Weekday AM(PM) Peak Hour Traffic Volumes 70 Ranch Section 25 Sand Mine US-34& WCR-69 (PCE) US-34 & WCR-69 Weld County, Colorado iXX,Xooi Estimated Daily Traffic Volume 2036 Background Traffic Volumes Kimley *Horn I 4\ p !i■ 0 9 '( _ - .AI,S„,„„.... F 7 NORTH - NTS 096548018 -r _ a ' It ( .4‘ li.1,, 1 ,J 1-1-tt.c.. ;' r �'-. 11:7,..p t',. 6 - -4 ' �, Protect Og 11* `:� , ," i Site �, 4 n a y C WCR-388 & WCR-61 3 Gs� 3x ' ` ,1 , [50%] (-3 ° - , \ A�,1 ) 1 y [50%] 0 J Gam, 1 l` 50% o LO LO 1 y r «4 10% "ti' �" L. `! WCR-388 &WCR-69 0 �� ' et US-34 & WCR-61 ..• ® 4aou° 50% '' * 0 F 9 �`40% WCR-380 & WCR-50 ) o a 12 10i-- LEGEND OStudy Area Key Intersection F I GU E 6 xx% External Trip Distribution Percentage 70 an c h Section 25 Sand Nine C C US-34 & WCR-69 Entering[Exiting] XX%4XX%]Weld County, Colorado Trip Distribution Percentage Project Trip Distribution Kimley>>Horn — I 4\ AI,S., • 760 9 ., '( - ,---..' co "' • NORTH _. . J ' r NTS 096548018 _ ' ' v"P :1/4 1 f I - fir?" ii TI Gt 4' R Project 6p , 11.. Site COdr 79 p , I 3 C WCR-388 & WCR-61 ) fiy,\30 ' x :4; M1 4.It o� �6(13) G ) 1 —6(13) �y m 4 \J Cr 1 1 13(6) m IL 8 CO co 1(3) " 4 O O „,,c) a 3(1) , `^ "■" "., ® `.', WCR-388 &WCR-69 7F ` JJJ ] y yr' CO US-34 & WCR-81 3 N ch 13(6) co (A,,30 N - 34 m �4(5) 25(18)—' i 5(4) N 20(14) M _o 10(5) WCR-380 & WCR-50 ii 5(4) �' 3(1)�' LEGEND US-34 & WCR-61 (PCE) 3 XO Study Area Key Intersection FIGURE 7 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 7 0 Ranch Section 25 Sand Mine US-34& WCR-69 (PCE) US-34 & WcR-69 Weld County, Colorado 1XX,X001 Estimated Daily Traffic Volume Project Trip Assignment . Kimley *Horn - 1 I ii• ALI111114S. O Shp ',f r • • r 7 NORTH ,,- _ r NTS 096548018 ° ♦ 'I V ^I 1 _. a' ' k . i y ,-11(34) - :'�, ` ' ` 9 A oL "`i Y t 9. T / f . * asp O Protect � �4 Site rn m O` 9� ® I t r, �. co S\ a. `�i. \ . CWCR-388 & WCR-61 1 05,\3 >px :w; ti 1(1) o 15(29) • i r r r ( _ ,I ^, ) i , 7(14) ,s') e^ QP h� - per,, 4(1)� 1, i 1 O - V 8 I r co LO �248(377) �ti O O 1\ 1(1)� r r T 1 y CL-1(1)7 + 45(15)�' T I ., , .. � 271(288) v ` " \ ` L. WCR-388 &WCR-89 5(5) oo m r _ ` ,f .' o y JJJ CO 1 ti • `/ 0 a US-34 & WCR-61 • S83p , 4. v _ 18(15) ® r rn+ 4(1) S9 fti , © • o 0 1(3)a 8) o m Is__ - } 34 2(2)� co . - 308(502) 5 ) 1 y k.-3(1) 72(30) m co � 21(20) r 1 1(9) WCR-380 & WCR-50 375(330) r co 7(10) ,2 u" T • 258(443) 210(333) y 6(6)— 4(3) LEGEND US-34 & WCR-61 (PCE) 3 305(273)—* 221(241) O Study Area Key Intersection FI GU E 8 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes 70 an c h Section 25 Sand V in e US-34& WCR-69 (PCE) US-34 & WCR-69 Weld County, Colorado 1XX,Xoo1 Estimated Daily Traffic Volume 2026 Total Traffic Volumes I(imley *Horn --' I 4\ p ii• 0A.±1111,S. 660 9 . ;f -r . r I, 7 NORTH „� _ NTS 096548018 ° 1 y ,�12(39�) :'�, _ !� l 9, A 7 o `j 9. T I f . 4' 466y O Project �F Site 230 .'.' ti (1 1 CWCR-388 & WCR-81 fiy,�3R r ( ) �. : o r r r , 17(33) G' �I A� ) 1 y ,,--7(14) 4 ,h� per,, 5(1) T T Q \ _ j'. 47(9) ^ R. M m 5(5) ' J8 �G I r T r Co co 304(461) 1 " f +6" O 1(1) ) 1L , .,, , , ,, ,, 332(352)� o- M �, •""II ' '� `y„ ;. \ �l, WCR-388 &WCR-69 -_.#.— tir-f-J • �.� f ��., 1 _ _ r �19 US-34 & WCR-61 • 30 4. c o 19(17) % © a GS\,30 1(4)a N 5(7) _ l 4 3(3) co 'I O.1 376(613) © p 1 y -3(1) 84(32) _ T co c� —21(21) v r 1 1(10) WCR-380 & WCR-50 460(402) M c� r r 8(12) a m T m ' 317(542) o 'Co- 258(408) T ) 1 ) 6(9)-7' 4(4) LEGEND US-34 & WCR-61 (PCE) 3 375(334)3 271(295) O Study Area Key Intersection FI GU E 9 XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes V 70 an c h Section 25 Sand in e US-34& WCR-69 (PCE) US-34 & WCR-69 Weld County, Colorado 1XX,X0o1 Estimated Daily Traffic Volume 2036 Total Traffic Volumes . I(imley *Horn --' 4 ♦ Kimley>>> Horn Intersection Count Sheets kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 www.idaxdata.com WCR 61 idai WCR 388 iii Date: 7/16/2025 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM e, yl_ _ o0 U n o 0 0 1 L ti WCR 388 I 7 U111,.IHPr A 0 12 TEV: 83 I—5 • o L 0 I PHF:0.8646 = 0 0 0 o r o oa_ 5 v 0 v +Q c. a, - 11 1/1" r) (Y c C. U HV% PHF OO Ni i� EB -- -- v WB 58% 0.75 NB 33% 0.77 SB 50% 0.78 TOTAL 42% 0.86 Peak Hour Count Summaries Peak Hour n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 0 0 0 0 0 1 0 0 2 12 0 4 5 0 24 0 7:30AM 0 0 0 0 0 2 0 2 0 0 4 4 0 3 6 0 21 0 7:45AM 0 0 0 0 0 2 0 1 0 0 0 10 0 1 4 0 18 0 8:00AM 0 0 0 0 0 1 0 3 0 0 3 8 0 3 2 0 _ 20 83 All 0 0 0 0 0 5 0 7 0 0 9 34 0 11 17 0 83 Pk Hr HV 0 0 0 0 0 4 0 3 0 0 1 13 0 6 8 0 35 HV% - - - - - 80% - 43% - - 11% 38% - 55% 47% - 42% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. **Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:15AM 0 1 9 7 17 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 4 5 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 2 4 1 7 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 3 1 2 6 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 7 14 14 35 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries -All Vehicles n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 2 0 0 0 0 1 1 0 6 0 0 10 0 7:15AM 0 0 0 0 0 0 0 1 0 0 2 12 ' 0 4 5 0 24 0 7:30 AM 0 0 0 0 0 2 0 2 0 0 4 4 0 3 6 0 21 0 7:45AM 0 0 0 0 0 2 0 1 0 0 0 10 0 1 4 0 18 73 8:00AM 0 0 0 0 0 1 0 3 0 0 3 8 0 3 2 0 20 83 8:15AM 0 0 0 0 0 3 0 5 0 0 3 2 0 4 5 0 22 81 8:30AM 0 0 0 0 0 1 0 0 0 0 2 4 0 0 2 0 9 69 8:45AM 0 0 0 0 0 2 0 1 0 0 1 9 0 2 2 0 17 68 Count Total 0 0 0 0 0 13 0 13 0 0 16 50 0 23 26 0 141 All 0 0 0 0 0 5 0 7 0 0 9 34 0 11 17 0 83 Pk Hr HV 0 0 0 0 0 4 0 3 0 0 1 13 0 6 8 0 35 HV°/ - - - - - 80% - 43% - - 11% 38% - 55% 47% - 42% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:00 AM 0 1 1 5 7 0 0 0 0 0 0 0 0 0 0 7:15AM 0 1 9 7 17 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 1 0 4 5 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 2 4 1 7 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 3 1 2 6 0 0 0 0 0 0 0 0 0 0 8:15AM 0 6 2 6 14 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 4 1 5 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 2 4 1 7 0 0 0 0 0 0 0 0 0 0 Count Total 0 16 25 27 68 0 0 0 0 0 0 0 0 0 0 Peak Hour I 0 7 14 14 35 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT _ UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 1 0 0 0 0 1 0 0 5 0 0 7 0 7:15AM 0 0 0 0 0 0 0 1 0 0 1 8 ' 0 2 5 0 17 0 7:30 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 3 1 0 5 0 7:45 AM 0 0 0 0 0 2 0 0 0 0 0 4 0 0 1 0 7 36 8:00AM 0 0 0 0 0 1 0 2 0 0 0 1 0 1 1 0 6 35 8:15AM 0 0 0 0 0 2 0 4 0 0 1 1 0 3 3 0 14 32 8:30AM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 1 0 5 32 8:45AM 0 0 0 0 0 1 0 1 0 0 0 4 0 0 1 0 7 32 Count Total 0 0 0 0 0 8 0 8 0 0 5 20 0 14 13 0 68 Pk Hr Heavy 0 0 0 0 0 4 0 3 0 0 1 13 0 6 8 0 35 Count Summaries - Bikes n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Start Eastbound Westbound Northbound Southbound Total Hour Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 . 0 0 0 0 , 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 61 idai WCR 388 iii Date: 7/16/2025 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:00 PM to 5:00 PM ,r1 Tr- cc o o NI. o 0 0 I. IL. U WCR 388 I 9 —OEM> A 0 TEV: 58 i 21 I-0 PHF:0.7250 = o o r o oa_ v 0 v +Q n I r 0 0o CD CO 1 r X o 0 0 HV% PHF OO <h1 i� EB o- -- 'v WB 40% 0.75 NB 14% 0.50 SB 36% 0.44 TOTAL 33% 0.73 Peak Hour Count Summaries Peak Hour n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 5 0 5 0 0 1 1 0 2 0 0 14 0 4:15PM 0 0 0 0 0 3 0 1 0 0 1 1 0 0 2 0 8 0 4:30PM 0 0 0 0 0 7 0 2 0 0 2 1 0 1 7 0 20 0 4:45PM 0 0 0 0 0 6 0 1 0 0 4 3 0 1 1 0 _ 16 58 All 0 0 0 0 0 21 0 9 0 0 8 6 0 4 10 0 58 Pk Hr HV 0 0 0 0 0 10 0 2 0 0 1 1 0 2 3 0 19 HV% - - - - - 48% - 22% - - 13% 17% - 50% 30% - 33% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. **Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4:15PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 1 4 6 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 7 1 1 9 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 12 2 5 19 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries -All Vehicles n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 5 0 5 0 0 1 1 0 2 0 0 14 0 4:15PM 0 0 0 0 0 3 0 1 0 0 1 1 0 0 2 0 8 0 4:30PM 0 0 0 0 0 7 0 2 0 0 2 1 0 1 7 0 20 0 4:45PM 0 0 0 0 0 6 0 1 0 0 4 3 0 1 1 0 16 58 5:00PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 6 0 8 52 5:15PM 0 0 0 0 0 3 0 1 0 0 3 1 0 0 3 0 11 55 5:30PM 0 0 0 0 0 1 0 0 0 0 0 1 0 0 2 0 4 39 5:45PM 0 0 0 0 0 3 0 2 0 0 0 1 0 1 1 0 8 31 Count Total 0 0 0 0 0 30 0 12 0 0 11 9 0 5 22 0 89 All 0 0 0 0 0 21 0 9 0 0 8 6 0 4 10 0 58 Pk Hr HV 0 0 0 0 0 10 0 2 0 0 1 1 0 2 3 0 19 HV% - - - - - 48% - 22% - - 13% 17% - 50% 30% - 33% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4:15PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 1 4 6 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 7 1 1 9 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 5:15PM 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 Count Total 0 16 3 8 27 0 0 0 0 0 0 0 0 0 0 Peak Hour I 0 12 2 5 19 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 3 0 4:15PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 4:30PM 0 0 0 0 0 1 0 0 0 0 0 1 0 1 3 0 6 0 4:45PM 0 0 0 0 0 6 0 1 0 0 1 0 0 1 0 0 9 19 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 17 5:15PM 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 3 19 5:30PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 15 5:45PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 8 CountTotal 0 0 0 0 0 14 0 2 0 0 1 2 0 2 6 0 27 Pk Hr Heavy 0 0 0 0 0 10 0 2 0 0 1 1 0 2 3 0 19 Count Summaries - Bikes n/a WCR 388 WCR 61 WCR 61 Rolling Interval 15-min Start Eastbound Westbound Northbound Southbound Total Hour Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CountTotal 0 0 0 0 . 0 0 0 0 , 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR69 Canal Rdiltam) Date: 5/7/2025 Peak Hour Count Period: 7:00 AM to 9:00 AM N Peak Hour: 7:15 AM to 8:15 AM o 1.1. r ] SO 0 0 0 0 O 0 0 0 011 1 L u Canal Rd «J 1 L+ 90 = t— L 0 A 0 I 4 TEV: 40 9 * 0 • ` 0 * 31 27 PHF: 0.7692 o 0 0 o —. 0 -A e r 0 010 0 0 U Canal Rd fill 1 I r HV% PHF cs) err 0 0 0 0 1Y EB 29% 0.78 0 0 0 o WB 56% 0.38 NB -- -- SB -- -- 00 0 io TOTAL 35% 0.77 Peak Hour Count Summaries Peak Hour Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 9 0 0 0 2 0 0 0 0 0 0 0 0 0 11 0 7:30AM 0 1 4 0 0 0 1 0 0 0 0 0 0 0 0 0 6 0 7:45AM 0 0 7 0 0 0 6 0 0 0 0 0 0 0 0 0 13 0 8:00 AM 0 3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10 40 All 0 4 27 0 0 0 9 0 0 0 0 0 0 0 0 0 40 Pk Hr HV 0 2 7 0 0 0 5 0 0 0 0 0 0 0 0 0 14 HV°o - 50% 26% - - - 56% - - - - - - - - - 35% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:15AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 9 5 0 0 14 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 0 7:15AM 0 0 9 0 0 0 2 0 0 0 0 0 0 0 0 0 11 0 7:30AM 0 1 4 0 0 0 1 0 0 0 0 0 0 0 0 0 6 0 7:45AM 0 0 7 0 0 0 6 0 0 0 0 0 0 0 0 0 13 33 8:00 AM 0 3 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10 40 8:15AM 0 0 2 0 0 0 2 0 0 0 0 2 0 0 0 0 6 35 8:30AM 0 1 1 0 0 0 4 0 0 0 0 0 0 0 0 1 7 36 8:45AM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 26 Count Total 0 5 34 0 0 0 17 0 0 0 0 2 0 0 0 1 59 All 0 4 27 0 0 0 9 0 0 0 0 0 0 0 0 0 40 Pk Hr HV 0 2 7 0 0 0 5 0 0 0 0 0 0 0 0 0 14 HV% - 50% 26% - - - 56% - - - - - - - - - 35% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:15AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 8:30 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 Count Total 11 9 0 0 20 0 0 0 0 0 0 0 0 0 0 Peak Hour 9 5 0 0 14 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 4 0 7:30AM 0 1 2 0 0 0 1 0 0 0 0 0 0 0 0 0 4 0 7:45AM 0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 5 13 8:00AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 14 8:15AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 12 8:30AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 10 8:45AM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 7 Count Total 0 2 9 0 0 0 9 0 0 0 0 0 0 0 0 0 20 Pk Hr Heavy 0 2 7 0 0 0 5 0 0 0 0 0 0 0 0 0 14 Count Summaries - Bikes Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR69 Canal Rdiltam) Date: 5/7/2025 Peak Hour Count Period: 4:00 PM to 6:00 PM N Peak Hour: 4:00 PM to 5:00 PM N I O r ] SO 0 N O O O I 0 0 0 011 1 L u Canal Rd «J 1 L+ o --o 18 � or TEV: 21 1 , 16 16 • OJ n • Lo 2 PHF: 0.6563 ltoi 0 --> OCto 0 '. 0 -A O 1— 0 n1 23 0 r 0 VV 0 0 v Canal Rd ill/ i r cs) HV% PHF 0 0 0 i r- CO EB 50% 0.25 T r o WB 25% 0.67 NB 100% 0.25 SB 0% 0.50 00 o TOTAL 29% 0.66 Peak Hour Count Summaries Peak Hour Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 6 0 4:15PM 0 0 2 0 0 0 4 0 0 0 0 1 0 0 0 1 8 0 4:30PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 3 0 4:45PM 0 0 0 0 . 0 0 4 0 . 0 0 0 0 0 0 0 0 4 21 All 0 0 2 0 0 0 16 0 0 0 0 1 0 0 0 2 21 Pk Hr HV 0 0 1 0 0 0 4 0 0 0 0 1 0 0 0 0 6 HV°o - - 50% - - - 25% - - - - 100% - - - 0% 29% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 4 1 0 6 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 6 0 4:15PM 0 0 2 0 0 0 4 0 0 0 0 1 0 0 0 1 8 0 4:30PM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 3 0 4:45PM 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 4 21 5:00PM 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 0 5 20 5:15PM 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 14 5:30PM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 14 5:45PM 0 0 2 0 0 1 2 0 0 0 0 0 0 0 0 0 5 15 Count Total 0 0 7 0 0 1 25 0 0 0 0 1 , 0 0 0 2 36 All 0 0 2 0 0 0 16 0 0 0 0 1 0 0 0 2 21 Pk Hr HV 0 0 1 0 0 0 4 0 0 0 0 1 0 0 0 0 6 HV°0 - - 50% - - - 25% - - - - 100°/a - - - 0% 29% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 4:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5:30 PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Count Total 3 5 1 0 9 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 4 1 0 6 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 4:15PM 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 4:30PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:15PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5:30PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5:45PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3 Count Total 0 0 3 0 0 0 5 0 0 0 0 1 0 0 0 0 9 Pk Hr Heavy 0 0 1 0 0 0 4 0 0 0 0 1 0 0 0 0 6 Count Summaries - Bikes Canal Rd Canal Rd WCR 69 Driverway Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 61 ilia) US 34 Date: 7/16/2025 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:00 AM to 8:00 AM N—/ ico z l:jSO co CO in 0 0 0 0 t L., ll US 34 «� 1 1.► 0 L. 4 •000n..> \ 0 256 31 TEV: 575 ~ 242 t 0 n L 0 29� 263 �► PHF:0.9648 1 >� OFO 0~ 'i�'o 7 0 — 0 /1 s . 41 269 0Uni t rëM r 0 0 0 HV% PHF I 1� EB 26% 0.91 O ts WB 15% 0.94 NB 17% 0.60 SB 41% 0.71 TOTAL 22% 0.96 Peak Hour Count Summaries Peak Hour US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 2 70 1 0 0 65 0 0 2 1 0 0 0 0 2 143 0 7:15AM 0 14 67 1 0 0 57 1 0 3 0 0 0 3 1 2 149 0 7:30 AM 0 9 65 1 0 0 63 3 0 1 0 0 0 2 1 2 147 0 7:45 AM 0 6 61 2 0 1 57 0 0 2 2 1 0 0 4 0 _ 136 575 All 0 31 263 5 0 1 242 4 0 8 3 1 0 5 6 6 575 Pk Hr HV 0 10 67 1 0 1 37 0 0 1 1 0 0 3 3 1 125 HV% - 32% 25% 20% - 100% 15% 0% - 13% 33% 0% - 60% 50% 17% 22% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. **Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:00 AM 22 11 2 1 36 0 0 0 0 0 0 0 0 0 0 7:15 AM 20 12 0 4 36 0 0 0 0 0 0 0 0 0 0 7:30 AM 21 6 0 1 28 0 0 0 0 0 0 0 0 0 0 7:45 AM 15 9 0 1 25 0 0 0 0 0 0 0 0 0 0 Peak Hour 78 38 2 7 125 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries -All Vehicles US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 2 70 1 0 0 65 0 0 2 1 0 0 0 0 2 143 0 7:15AM 0 14 67 1 0 0 57 1 0 3 0 0 0 3 1 2 149 0 7:30 AM 0 9 65 1 0 0 63 3 0 1 0 0 0 2 1 2 147 0 7:45 AM 0 6 61 2 0 1 57 0 0 2 2 1 0 0 4 0 136 575 8:00AM 0 7 48 0 0 0 41 1 0 2 3 0 0 1 0 2 105 537 8:15AM 0 1 73 0 0 0 36 1 0 3 3 0 0 2 0 4 123 511 8:30AM 0 4 78 2 0 0 50 0 0 1 3 0 0 2 0 0 140 504 8:45AM 0 6 69 0 0 0 43 0 0 2 0 0 0 0 0 0 120 488 Count Total 0 49 531 7 0 1 412 6 0 16 12 1 0 10 6 12 1,063 All 0 31 263 5 0 1 242 4 0 8 3 1 0 5 6 6 575 Pk Hr HV 0 10 67 1 0 1 37 0 0 1 1 0 0 3 3 1 125 HV°/ - 32% 25% 20% - 100% 15% 0% - 13% 33% 0% - 60% 50% 17% 22% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:00 AM 22 11 2 1 36 0 0 0 0 0 0 0 0 0 0 7:15 AM 20 12 0 4 36 0 0 0 0 0 0 0 0 0 0 7:30 AM 21 6 0 1 28 0 0 0 0 0 0 0 0 0 0 7:45 AM 15 9 0 1 25 0 0 0 0 0 0 0 0 0 0 8:00 AM 13 8 2 1 24 0 0 0 0 0 0 0 0 0 0 8:15 AM 17 5 4 0 26 0 0 0 0 0 0 0 0 0 0 8:30 AM 22 7 2 1 32 0 0 0 0 0 0 0 0 0 0 8:45 AM 25 12 0 0 37 0 0 0 0 0 0 0 0 0 0 Count Total 155 70 10 9 244 0 0 0 0 0 0 0 0 0 0 Peak Hour I 78 38 2 7 125 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 22 0 0 0 11 0 0 1 1 0 0 0 0 1 36 0 7:15 AM 0 6 14 0 0 0 12 0 0 0 0 0 0 3 1 0 36 0 7:30 AM 0 1 20 0 0 0 6 0 0 0 0 0 0 0 1 0 28 0 7:45 AM 0 3 11 1 0 1 8 0 0 0 0 0 0 0 1 0 25 125 8:00AM 0 0 13 0 0 0 8 0 0 1 1 0 0 1 0 0 24 113 8:15AM 0 0 17 0 0 0 5 0 0 2 2 0 0 0 0 0 26 103 8:30AM 0 2 20 0 0 0 7 0 0 1 1 0 0 1 0 0 32 107 8:45AM 0 2 23 0 0 0 12 0 0 0 0 0 0 0 0 0 37 119 Count Total 0 14 140 1 0 1 69 0 0 5 5 0 0 5 3 1 244 Pk Hr Heavy 0 10 67 1 0 1 37 0 0 1 1 0 0 3 3 1 125 Count Summaries - Bikes US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Start Eastbound Westbound Northbound Southbound Total Hour Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 . 0 0 0 0 , 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 61 ilia) US 34 Date: 7/16/2025 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:30 PM to 5:30 PM o Lc) co . Oho U rn ,- Ln CD 0 0 0 0 1 U US 34 4 1 Lr 0 L. 4 •[Mon..> 0 387 9 � ,TEV: 701 366 0 n L 0 281> �► PHF:0.9736 1 �8 A 0~ 'il�'o A o o ~ 0 295 II'J(1 0 288 0 0 v o V,VV 5 US 34 1 I r o N N o o O U HV% PHF EB 10% 0.92 Qt ��/ �� WB 22% 0.97 NB 0% 0.63 SB 20% 0.75 TOTAL 17% 0.97 Peak Hour Count Summaries Peak Hour US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:30 PM 0 1 66 0 0 1 89 1 0 0 0 1 0 2 1 6 168 0 4:45PM 0 4 75 1 0 0 91 2 0 0 0 0 0 1 1 4 179 0 5:00PM 0 2 66 3 0 0 96 0 0 1 1 0 0 1 2 2 174 0 5:15PM 0 2 74 1 0 0 90 1 0 1 1 0 0 2 1 7 180 701 All 0 9 281 5 0 1 366 4 0 2 2 1 0 6 5 19 701 Pk Hr HV 0 2 25 3 0 0 80 1 0 0 0 0 0 0 3 3 117 HV% - 22% 9% 60% - 0% 22% 25% - 0% 0% 0% - 0% 60% 16% 17% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. **Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:30 PM 5 25 0 1 31 0 0 0 0 0 0 0 0 0 0 4:45 PM 8 19 0 3 30 0 0 0 0 0 0 0 0 0 0 5:00 PM 8 18 0 0 26 0 0 0 0 0 0 0 0 0 0 5:15 PM 9 19 0 2 30 0 0 0 0 0 0 0 0 0 0 Peak Hour 30 81 0 6 117 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries -All Vehicles US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 2 78 0 0 0 83 1 0 0 1 0 0 0 1 8 174 0 4:15PM 0 4 71 0 0 0 70 2 0 0 0 0 0 0 2 4 153 0 4:30PM 0 1 66 0 0 1 89 1 0 0 0 1 0 2 1 6 168 0 4:45PM 0 4 75 1 0 0 91 2 0 0 0 0 0 1 1 4 179 674 5:00PM 0 2 66 3 0 0 96 0 0 1 1 0 0 1 2 2 174 674 5:15PM 0 2 74 1 0 0 90 1 0 1 1 0 0 2 1 7 180 701 5:30PM 0 2 69 5 0 1 73 0 0 0 0 0 0 1 1 0 152 685 5:45PM 0 2 38 1 0 0 64 1 0 1 0 0 0 0 3 2 112 618 Count Total 0 19 537 11 0 2 656 8 0 3 3 1 0 7 12 33 1,292 All 0 9 281 5 0 1 366 4 0 2 2 1 0 6 5 19 701 Pk Hr HV 0 2 25 3 0 0 80 1 0 0 0 0 0 0 3 3 117 HV°/ - 22% 9% 60% - 0% 22% 25% - 0% 0% 0% - 0% 60% 16% 17% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 13 10 0 2 25 0 0 0 0 0 0 0 0 0 0 4:15 PM 14 9 0 2 25 0 0 0 0 0 0 0 0 0 0 4:30 PM ' 5 25 0 1 31 0 0 0 0 0 0 0 0 0 0 4:45 PM 8 19 0 3 30 0 0 0 0 0 0 0 0 0 0 5:00 PM 8 18 0 0 26 0 0 0 0 0 0 0 0 0 0 5:15 PM 9 19 0 2 30 0 0 0 0 0 0 0 0 0 0 5:30 PM 10 10 0 0 20 0 0 0 0 0 0 0 0 0 0 5:45 PM 6 6 0 3 15 0 0 0 0 0 0 0 0 0 0 Count Total 73 116 0 13 202 0 0 0 0 0 0 0 0 0 0 Peak Hour 30 81 0 6 117 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 13 0 0 0 10 0 0 0 0 0 0 0 1 1 25 0 4:15PM 0 0 14 0 0 0 8 1 0 0 0 0 0 0 0 2 25 0 4:30PM 0 1 4 0 0 0 25 0 0 0 0 0 0 0 1 0 31 0 4:45PM 0 0 7 1 0 0 18 1 0 0 0 0 0 0 1 2 30 111 5:00PM 0 0 6 2 0 0 18 0 0 0 0 0 0 0 0 0 26 112 5:15PM 0 1 8 0 0 0 19 0 0 0 0 0 0 0 1 1 30 117 5:30PM 0 0 7 3 0 0 10 0 0 0 0 0 0 0 0 0 20 106 5:45 PM _ 0 0 6 0 _ 0 0 6 0 _ 0 0 0 0 _ 0 0 2 1 15 91 Count Total 0 2 65 6 _ 0 0 114 2 _ 0 0 0 0 _ 0 0 6 7 202 Pk Hr Heavy 0 2 25 3 0 0 80 1 0 0 0 0 0 0 3 3 117 Count Summaries - Bikes US 34 US 34 WCR 61 WCR 61 Rolling Interval 15-min Start Eastbound Westbound Northbound Southbound Total Hour Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720)646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 50 WCR 380 ' Date: 5/7/2025 Peak Hour Count Period: 7:00 AM to 9:00 AM N Peak Hour: 8:00 AM to 9:00 AM CI o CD COI I • J 0 0 0 j/ L U WCR 380 «� L. \ L5 n o 9 L0 o TEV: 15 4 * I, i • 3 1 -J PHF: 0.625 Co oo 0 of o A o�, � o oo 2 V V <.... 0 WCR 380 HV% PHF EB 33% 0.75 WB 11% 0.56 NB -- -- SB 0% 0.38 TOTAL 13% 0.63 Peak Hour Count Summaries Peak Hour WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 8:15AM 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 0 5 0 8:30AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 8:45AM 0 1 0 0 0 0 3 1 0 0 0 0 0 1 0 0 6 15 All 0 1 2 0 0 0 4 5 0 0 0 0 0 3 0 0 15 Pk Hr HV 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 HV% - 0% 50% - - - 25% 0% - - - - - 0% - - 13% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 3 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 7:45AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 10 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 9 8:15AM 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 0 5 10 8:30AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 10 8:45AM 0 1 0 0 0 0 3 1 0 0 0 0 0 1 0 0 6 15 Count Total 0 1 2 0 0 0 6 5 0 0 0 0 0 11 0 0 25 All 0 1 2 0 0 0 4 5 0 0 0 0 0 3 0 0 15 Pk Hr HV 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 HV°0 - 0% 50% - - - 25% 0% - - - - - 0% - - 13% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Count Total 12 0 0 3 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 1 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:45AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 2 Count Total 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 3 Pk Hr Heavy 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 2 Count Summaries - Bikes WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 50 WCR 380 ' Date: 5/7/2025 Peak Hour Count Period: 4:00 PM to 6:00 PM N Peak Hour: 5:00 PM to 6:00 PM CO N f J N a- O OOJ L U WCR 380 «.; L. t. 9 / [ >(\ 3 1 10 n o L 0 0 TEV: 18 3 .1 PHF: 0.750 c o 4', o y O A O H - 0 o o �► 3 0 2 v V <.... 0 WCR 380 HV% PHF EB 0% 0.63 WB 20% 0.83 NB -- -- SB 0% 0.38 TOTAL 11% 0.75 Peak Hour Count Summaries Peak Hour WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 5:00 PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3 0 5:15PM 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 4 0 5:30PM 0 1 1 0 0 0 0 3 0 0 0 0 0 0 0 0 5 0 5:45PM 0 0 1 0 _ 0 0 0 3 _ 0 0 0 0 0 1 0 1 6 18 All 0 3 2 0 0 0 1 9 0 0 0 0 0 1 0 2 18 Pk Hr HV 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 HV% - 0% 0% - - - 100% 11% - - - - - 0% - 0% 11% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:15PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 4:15PM 0 1 0 0 0 0 0 1 0 0 0 0 0 2 0 0 4 0 4:30PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 4:45PM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 3 10 5:00PM 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3 12 5:15PM 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 4 12 5:30PM 0 1 1 0 0 0 0 3 0 0 0 0 0 0 0 0 5 15 5:45PM 0 0 1 0 0 0 0 3 0 0 0 0 0 1 0 1 6 18 Count Total 0 4 2 0 0 0 2 14 0 0 0 0 0 3 0 3 28 All 0 3 2 0 0 0 1 9 0 0 0 0 0 1 0 2 18 Pk Hr HV 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 HV°0 - 0% 0% - - - 100% 11% - - - - - 0% - 0% 11% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:15PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 1 4 0 1 6 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4:30PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 4:45PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 4 5:00PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 5 5:15PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Count Total 0 1 0 0 0 0 2 2 0 0 0 0 0 0 0 1 6 Pk Hr Heavy 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 Count Summaries - Bikes WCR 380 WCR 380 n/a WCR 50 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 69 US 34 ' Date: 5/7/2025 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM hi i,— oFo U r� o 0 0 0 J L U U S 34 j«.; L. L C... 1 >(\ 3 0 207 0 � TEV: 431 «� 206 • 0 n 0 0 o I i 0 217 0 J* PHF: 0.905 c 0 2> OO 0 O+� I 1 V 217 ► v V 0 US 34 HV% PHF EB 22% 0.90 WB 15% 0.91 NB -- -- SB 14% 0.35 TOTAL 19% 0.91 Peak Hour Count Summaries Peak Hour US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 57 0 0 0 57 0 0 0 0 0 0 0 0 5 119 0 7:30AM 0 0 53 0 0 0 49 0 0 0 0 0 0 0 0 2 104 0 7:45AM 0 0 60 0 0 0 46 1 0 0 0 0 0 0 0 0 107 0 8:00AM 0 0 47 0 _ 0 0 54 0 _ 0 0 0 0 0 0 0 0 _ 101 431 All 0 0 217 0 0 0 206 1 0 0 0 0 0 0 0 7 431 Pk Hr HV 0 0 47 0 0 0 31 1 0 0 0 0 0 0 0 1 80 HV% - - 22% - - - 15% 100% - - - - - - - 14% 19% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 7:15AM 11 8 0 1 20 0 0 0 0 0 0 0 0 0 0 7:30 AM 13 7 0 0 20 0 0 0 0 0 0 0 0 0 0 7:45 AM 11 12 0 0 23 0 0 0 0 0 0 0 0 0 0 8:00 AM 12 5 0 0 17 0 0 0 0 0 0 0 0 0 0 Peak Hour 47 32 0 1 80 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 1 47 0 1 0 38 1 0 0 0 0 0 0 0 2 90 0 7:15AM 0 0 57 0 0 0 57 0 0 0 0 0 0 0 0 5 119 0 7:30AM 0 0 53 0 0 0 49 0 0 0 0 0 0 0 0 2 104 0 7:45AM 0 0 60 0 0 0 46 1 0 0 0 0 0 0 0 0 107 420 8:00AM 0 0 47 0 0 0 54 0 0 0 0 0 0 0 0 0 101 431 8:15AM 0 2 53 0 0 0 49 1 0 0 0 0 0 1 0 1 107 419 8:30AM 0 2 54 0 0 0 42 1 0 0 0 0 0 0 0 1 100 415 8:45AM 0 1 60 0 0 0 47 0 0 0 0 0 0 0 0 2 110 418 Count Total 0 6 431 0 1 0 382 4 0 0 0 0 0 1 0 13 838 All 0 0 217 0 0 0 206 1 0 0 0 0 0 0 0 7 431 Pk Hr HV 0 0 47 0 0 0 31 1 0 0 0 0 0 0 0 1 80 HV% - - 22% - - - 15% 100% - - - - - - - 14% 19% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 7:00 AM 10 8 0 0 18 0 0 0 0 0 0 0 0 0 0 7:15 AM 11 8 0 1 20 0 0 0 0 0 0 0 0 0 0 7:30 AM 13 7 0 0 20 0 0 0 0 0 0 0 0 0 0 7:45 AM 11 12 0 0 23 0 0 0 0 0 0 0 0 0 0 8:00 AM 12 5 0 0 17 0 0 0 0 0 0 0 0 0 0 8:15AM 12 8 0 1 21 0 0 0 0 0 0 0 0 0 0 8:30 AM 11 4 0 0 15 0 0 0 0 0 0 0 0 0 0 8:45 AM 13 19 0 0 32 0 0 0 0 0 0 0 0 0 0 Count Total 93 71 0 2 166 0 0 0 0 0 0 0 0 0 0 Peak Hour 47 32 0 1 80 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 10 0 1 0 7 0 0 0 0 0 0 0 0 0 18 0 7:15AM 0 0 11 0 0 0 8 0 0 0 0 0 0 0 0 1 20 0 7:30AM 0 0 13 0 0 0 7 0 0 0 0 0 0 0 0 0 20 0 7:45AM 0 0 11 0 0 0 11 1 0 0 0 0 0 0 0 0 23 81 8:00AM 0 0 12 0 0 0 5 0 0 0 0 0 0 0 0 0 17 80 8:15AM 0 0 12 0 0 0 8 0 0 0 0 0 0 1 0 0 21 81 8:30AM 0 0 11 0 0 0 4 0 0 0 0 0 0 0 0 0 15 76 8:45AM 0 0 13 0 0 0 19 0 0 0 0 0 0 0 0 0 32 85 Count Total 0 0 93 0 _ 1 0 69 1 0 0 0 0 0 1 0 1 166 Pk Hr Heavy 0 0 47 0 0 0 31 1 0 0 0 0 0 0 0 1 80 Count Summaries - Bikes US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR 69 US 34 ' Date: 5/7/2025 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:30 PM to 5:30 PM co • oFo co]� r o 0 0 0 J L U U S 34 «.; L. j \ L 4 0 n 33C) 0 7 0 TEV: 569 326 * . i i 238 2 J PHF: 0.889 c 0 2 ot0 0 0 o A o 1 , 0 o10 236 ► v V <.... 0 US 34 HV% PHF EB 11% 0.82 WB 14% 0.91 NB -- -- SB 0% 0.25 TOTAL 13% 0.89 Peak Hour Count Summaries Peak Hour US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:30 PM 0 0 54 0 0 0 90 1 0 0 0 0 0 0 0 0 145 0 4:45PM 0 0 55 0 0 0 80 2 0 0 0 0 0 0 0 0 137 0 5:00PM 0 0 56 0 0 0 69 1 0 0 0 0 0 0 0 1 127 0 5:15PM 0 2 71 0 _ 0 0 87 0 _ 0 0 0 0 0 0 0 0 160 569 All 0 2 236 0 0 0 326 4 0 0 0 0 0 0 0 1 569 Pk Hr HV 0 0 25 0 0 0 44 3 0 0 0 0 0 0 0 0 72 HV% - 0% 11% - - - 13% 75% - - - - - - - 0% 13% Note:For complete count summary(all intervals),see following pages. **Heavy Vehicle Classifications include FHWA Classes 4-13. ""Count Summaries include heavy vehicles,but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total EWNS Total 4:30 PM 7 13 0 0 20 0 0 0 0 0 0 0 0 0 0 4:45 PM 3 8 0 0 11 0 0 0 0 0 0 0 0 0 0 5:00 PM 9 15 0 0 24 0 0 0 0 0 0 0 0 0 0 5:15PM 6 11 0 0 17 0 0 0 0 0 0 0 0 0 0 Peak Hour 25 47 0 0 72 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - All Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 49 0 0 0 52 0 0 0 0 0 0 0 0 1 102 0 4:15PM 0 1 49 0 0 0 69 0 0 0 0 0 0 0 0 2 121 0 4:30PM 0 0 54 0 0 0 90 1 0 0 0 0 0 0 0 0 145 0 4:45PM 0 0 55 0 0 0 80 2 0 0 0 0 0 0 0 0 137 505 5:00PM 0 0 56 0 0 0 69 1 0 0 0 0 0 0 0 1 127 530 5:15PM 0 2 71 0 0 0 87 0 0 0 0 0 0 0 0 0 160 569 5:30PM 0 3 57 0 0 0 70 0 0 0 0 0 0 1 0 0 131 555 5:45PM 0 4 57 0 0 0 51 0 0 0 0 0 0 0 0 0 112 530 Count Total 0 10 448 0 0 0 568 4 0 0 0 0 0 1 0 4 1,035 All 0 2 236 0 0 0 326 4 0 0 0 0 0 0 0 1 569 Pk Hr HV 0 0 25 0 0 0 44 3 0 0 0 0 0 0 0 0 72 HV°i° - 0% 11% - - - 13% 75% - - - - - - - 0% 13% Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total E W N S Total 4:00 PM 10 6 0 1 17 0 0 0 0 0 0 0 0 0 0 4:15PM 6 13 0 0 19 0 0 0 0 0 0 0 0 0 0 4:30 PM 7 13 0 0 20 0 0 0 0 0 0 0 0 0 0 4:45 PM 3 8 0 0 11 0 0 0 0 0 0 0 0 0 0 5:00 PM 9 15 0 0 24 0 0 0 0 0 0 0 0 0 0 5:15PM 6 11 0 0 17 0 0 0 0 0 0 0 0 0 0 5:30 PM 4 13 0 0 17 0 0 0 0 0 0 0 0 0 0 5:45 PM 6 9 0 0 15 0 0 0 0 0 0 0 0 0 0 Count Total 51 88 0 1 140 0 0 0 0 0 0 0 0 0 0 Peak Hour 25 47 0 0 72 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com www.idaxdata.com Count Summaries - Heavy Vehicles US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 10 0 0 0 6 0 0 0 0 0 0 0 0 1 17 0 4:15PM 0 0 6 0 0 0 13 0 0 0 0 0 0 0 0 0 19 0 4:30PM 0 0 7 0 0 0 12 1 0 0 0 0 0 0 0 0 20 0 4:45PM 0 0 3 0 0 0 7 1 0 0 0 0 0 0 0 0 11 67 5:00PM 0 0 9 0 0 0 14 1 0 0 0 0 0 0 0 0 24 74 5:15PM 0 0 6 0 0 0 11 0 0 0 0 0 0 0 0 0 17 72 5:30PM 0 0 4 0 0 0 13 0 0 0 0 0 0 0 0 0 17 69 5:45PM 0 0 6 0 0 0 9 0 0 0 0 0 0 0 0 0 15 73 Count Total 0 0 51 0 0 0 85 3 0 0 0 0 0 0 0 1 140 Pk Hr Heavy 0 0 25 0 0 0 44 3 0 0 0 0 0 0 0 0 72 Count Summaries - Bikes US 34 US 34 n/a WCR 69 Rolling Interval 15-min Hour Start Eastbound Westbound Northbound Southbound Total Total UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJ Wethington (720) 646-1008 tj.wethington@idaxdata.com Kimley>>> Horn Traffic Projections kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 20 Year Associated eRoute Refe ence End Point Reference Point AADTAAfYea� Growth Annual Location Description Factor Growth Rate 034A 124.545 135.605 7600 2023 1.5 2.05% ON SH 34 SE/0 CR 61 used in the Weld County 2035 Transportation Plan, as shown in Figure Figure 25: Subarea Road Locations 25. Note that due to the FOCUS model zone structure, the zones vary slightly --- 646, :S 55 a_ 55 e_ -5 65 _ , 5 "5 i- �55 lay 551� along WCR 73 and US 85. Figure 28 -�` �.....•:-�_■I shows 2045 traffic projections for Weld -�- •im■ kw.ice,:y r� County, and Figure 30 shows truck '� ��" �=-I,�� traffic forecasts for the County. ©'l�' ��w �• Jilin". "4i The traffic annual growth rate is I1.5I 11 Van derived based on the FOCUS model ofortC.O:•rill` i tilail' i�u ,il yi��-mil colial :. 6G projected VMT growth rate between '3W" I _, 1:5 ,5 1:5 155 '65 •SS 1:I `i'/r the base year 2015 and 2045 by facility a „ type and subarea. Since the gravel 5 _- .' ...,,. 5' roads and subdivision roads are iii . - . =�� ..... Fort 6-406gan beyond FOCUS model resolution, the �•••'•EL. =i ::11 ,'-'• �8 y 6o rt.,rt ■ � usubarea level population growth rate 'C �and subarea level VMT rowth rate :v70... •�g o ii � L•^�H�i�n iu were compared and the lesser growth �•�, =:;sue.-,- 2I:Al;v;;"ll�.: 5 "15' . -- .- -5 65 65 rates were chosen as the growth rate - - - 5 for gravel roads and subdivision roads. I SUBAREA: Table 5 lists the derived compound - 1 Ante _ ' annual growth rate by facility type 2 - , - 3 A and subarea. Table 5: Subarea Growth Rates SUBAREA 1 2 3 4 5 6 7 8 ,,, Paved Arterial 2.63% 0.98% 3.52% 3.42% 3.05% 2.29% 2.97% 2.53% >- Paved Collector 4.81% 1 .26% 5.02% 2.61% 6.14% 5.18% 2.64% 3.17% 1- > Paved Local 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% Gravel Arterial 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% U Gravel Collector 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% a Gravel Local 3.32% 1 .88% 1.95% 0.46% 2.79% 2.34% 1 .12% 1.55% 74 Kimley>>> Horn Intersection Capacity Analysis Outputs kimley-horn.com 3325 South Timberline Road, Suite 130, Fort Collins, CO 80525 970 822 7911 HCM 7th TWSC 2025 Existing -AM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations T 4 Traffic Vol,veh/h 5 7 9 34 11 17 Future Vol,veh/h 5 7 9 34 11 17 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 75 75 77 77 78 78 Heavy Vehicles, % 58 58 33 33 50 50 Mvmt Flow 7 9 12 44 14 22 Major/Minor Minorl Majorl Major2 Conflicting Flow All 84 34 0 0 56 0 Stage 1 34 - - - - - Stage 2 50 - - - - - Critical Hdwy 6.98 6.78 - - 4.6 - Critical Hdwy Stg 1 5.98 - - - - - Critical Hdwy Stg 2 5.98 - - - - - Follow-up Hdwy 4.022 3.822 - - 2.65 - Pot Cap-1 Maneuver 797 900 - - 1291 - Stage 1 862 - - - - - Stage 2 847 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 788 900 - - 1291 - Mov Cap-2 Maneuver 788 - - - - - Stage 1 862 - - - - - Stage 2 838 - - - - - Approach WB NB SB HCM Control Delay,s/v 9.32 0 3.07 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 850 707 - HCM Lane V/C Ratio - - 0.019 0.011 - HCM Control Delay(s/veh) - - 9.3 7.8 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 4 Traffic Vol,veh/h 21 9 8 6 4 10 Future Vol,veh/h 21 9 8 6 4 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 50 50 44 44 Heavy Vehicles, % 40 40 14 14 36 36 Mvmt Flow 23 10 16 12 9 23 Major/Minor Minorl Majorl Major2 Conflicting Flow All 63 22 0 0 28 0 Stage 1 22 - - - - - Stage 2 41 - - - - - Critical Hdwy 6.8 6.6 - - 4.46 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.66 - - 2.524 - Pot Cap-1 Maneuver 856 955 - - 1391 - Stage 1 911 - - - - - Stage 2 892 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 851 955 - - 1391 - Mov Cap-2 Maneuver 851 - - - - - Stage 1 911 - - - - - Stage 2 887 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.25 0 2.17 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 880 514 - HCM Lane V/C Ratio - - 0.037 0.007 - HCM Control Delay(s/veh) - - 9.3 7.6 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 5 7 9 35 11 17 Future Vol,veh/h 5 7 9 35 11 17 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 75 75 77 77 78 78 Heavy Vehicles, % 58 58 33 33 50 50 Mvmt Flow 7 9 12 45 14 22 Major/Minor Minorl Majorl Major2 Conflicting Flow All 84 34 0 0 57 0 Stage 1 34 - - - - - Stage 2 50 - - - - - Critical Hdwy 6.98 6.78 - - 4.6 - Critical Hdwy Stg 1 5.98 - - - - - Critical Hdwy Stg 2 5.98 - - - - - Follow-up Hdwy 4.022 3.822 - - 2.65 - Pot Cap-1 Maneuver 796 899 - - 1290 - Stage 1 862 - - - - - Stage 2 847 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 788 899 - - 1290 - Mov Cap-2 Maneuver 788 - - - - - Stage 1 862 - - - - - Stage 2 838 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.32 0 3.07 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 849 707 - HCM Lane V/C Ratio - - 0.019 0.011 - HCM Control Delay(s/veh) - - 9.3 7.8 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 4 Traffic Vol,veh/h 21 9 8 6 4 10 Future Vol,veh/h 21 9 8 6 4 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 50 50 44 44 Heavy Vehicles, % 40 40 14 14 36 36 Mvmt Flow 23 10 16 12 9 23 Major/Minor Minorl Majorl Major2 Conflicting Flow All 63 22 0 0 28 0 Stage 1 22 - - - - - Stage 2 41 - - - - - Critical Hdwy 6.8 6.6 - - 4.46 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.66 - - 2.524 - Pot Cap-1 Maneuver 856 955 - - 1391 - Stage 1 911 - - - - - Stage 2 892 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 851 955 - - 1391 - Mov Cap-2 Maneuver 851 - - - - - Stage 1 911 - - - - - Stage 2 887 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.25 0 2.17 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 880 514 - HCM Lane V/C Ratio - - 0.037 0.007 - HCM Control Delay(s/veh) - - 9.3 7.6 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total -AM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Vir Traffic Vol,veh/h 11 7 9 48 11 17 Future Vol,veh/h 11 7 9 48 11 17 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 75 75 77 77 78 78 Heavy Vehicles, % 58 58 33 33 50 50 Mvmt Flow 15 9 12 62 14 22 Major/Minor Minorl Majorl Major2 Conflicting Flow All 93 43 0 0 74 0 Stage 1 43 - - - - - Stage 2 50 - - - - - Critical Hdwy 6.98 6.78 - - 4.6 - Critical Hdwy Stg 1 5.98 - - - - - Critical Hdwy Stg 2 5.98 - - - - - Follow-up Hdwy 4.022 3.822 - - 2.65 - Pot Cap-1 Maneuver 787 889 - - 1270 - Stage 1 854 - - - - - Stage 2 847 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 778 889 - - 1270 - Mov Cap-2 Maneuver 778 - - - - - Stage 1 854 - - - - - Stage 2 837 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.54 0 3.09 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 818 707 - HCM Lane V/C Ratio - - 0.029 0.011 - HCM Control Delay(s/veh) - - 9.5 7.9 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total - PM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 4.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 4 Traffic Vol,veh/h 34 9 8 12 4 10 Future Vol,veh/h 34 9 8 12 4 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 50 50 44 44 Heavy Vehicles, % 40 40 14 14 36 36 Mvmt Flow 37 10 16 24 9 23 Major/Minor Minorl Majorl Major2 Conflicting Flow All 69 28 0 0 40 0 Stage 1 28 - - - - - Stage 2 41 - - - - - Critical Hdwy 6.8 6.6 - - 4.46 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.66 - - 2.524 - Pot Cap-1 Maneuver 849 948 - - 1376 - Stage 1 905 - - - - - Stage 2 892 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 844 948 - - 1376 - Mov Cap-2 Maneuver 844 - - - - - Stage 1 905 - - - - - Stage 2 886 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.41 0 2.18 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 864 514 - HCM Lane V/C Ratio - - 0.054 0.007 - HCM Control Delay(s/veh) - - 9.4 7.6 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.2 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations 4 Traffic Vol,veh/h 6 9 11 43 14 21 Future Vol,veh/h 6 9 11 43 14 21 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 75 75 77 77 78 78 Heavy Vehicles, % 58 58 33 33 50 50 Mvmt Flow 8 12 14 56 18 27 Major/Minor Minorl Majorl Major2 Conflicting Flow All 105 42 0 0 70 0 Stage 1 42 - - - - - Stage 2 63 - - - - - Critical Hdwy 6.98 6.78 - - 4.6 - Critical Hdwy Stg 1 5.98 - - - - - Critical Hdwy Stg 2 5.98 - - - - - Follow-up Hdwy 4.022 3.822 - - 2.65 - Pot Cap-1 Maneuver 774 890 - - 1274 - Stage 1 854 - - - - - Stage 2 835 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 763 890 - - 1274 - Mov Cap-2 Maneuver 763 - - - - - Stage 1 854 - - - - - Stage 2 823 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.42 0 3.15 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 834 720 - HCM Lane V/C Ratio - - 0.024 0.014 - HCM Control Delay(s/veh) - - 9.4 7.9 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 4 Traffic Vol,veh/h 39 11 10 14 5 13 Future Vol,veh/h 39 11 10 14 5 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 50 50 44 44 Heavy Vehicles, % 40 40 14 14 36 36 Mvmt Flow 42 12 20 28 11 30 Major/Minor Minorl Majorl Major2 Conflicting Flow All 86 34 0 0 48 0 Stage 1 34 - - - - - Stage 2 52 - - - - - Critical Hdwy 6.8 6.6 - - 4.46 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.66 - - 2.524 - Pot Cap-1 Maneuver 830 940 - - 1367 - Stage 1 899 - - - - - Stage 2 882 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 823 940 - - 1367 - Mov Cap-2 Maneuver 823 - - - - - Stage 1 899 - - - - - Stage 2 874 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.55 0 2.13 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 846 500 - HCM Lane V/C Ratio - - 0.064 0.008 - HCM Control Delay(s/veh) - - 9.5 7.7 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.2 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total -AM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 4 Traffic Vol,veh/h 12 9 11 56 14 21 Future Vol,veh/h 12 9 11 56 14 21 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 75 75 77 77 78 78 Heavy Vehicles, % 58 58 33 33 50 50 Mvmt Flow 16 12 14 73 18 27 Major/Minor Minorl Majorl Major2 Conflicting Flow All 113 51 0 0 87 0 Stage 1 51 - - - - - Stage 2 63 - - - - - Critical Hdwy 6.98 6.78 - - 4.6 - Critical Hdwy Stg 1 5.98 - - - - - Critical Hdwy Stg 2 5.98 - - - - - Follow-up Hdwy 4.022 3.822 - - 2.65 - Pot Cap-1 Maneuver 765 879 - - 1255 - Stage 1 846 - - - - - Stage 2 835 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 754 879 - - 1255 - Mov Cap-2 Maneuver 754 - - - - - Stage 1 846 - - - - - Stage 2 823 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.65 0 3.16 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 803 720 - HCM Lane V/C Ratio - - 0.035 0.014 - HCM Control Delay(s/veh) - - 9.6 7.9 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.1 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total - PM 1: WCR-61 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 4.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 4 Traffic Vol,veh/h 39 11 10 14 5 13 Future Vol,veh/h 39 11 10 14 5 13 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage,# 0 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 92 92 50 50 44 44 Heavy Vehicles, % 40 40 14 14 36 36 Mvmt Flow 42 12 20 28 11 30 Major/Minor Minorl Majorl Major2 Conflicting Flow All 86 34 0 0 48 0 Stage 1 34 - - - - - Stage 2 52 - - - - - Critical Hdwy 6.8 6.6 - - 4.46 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.86 3.66 - - 2.524 - Pot Cap-1 Maneuver 830 940 - - 1367 - Stage 1 899 - - - - - Stage 2 882 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 823 940 - - 1367 - Mov Cap-2 Maneuver 823 - - - - - Stage 1 899 - - - - - Stage 2 874 - - - - - Approach — WB NB SB HCM Control Delay, s/v 9.55 0 2.13 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - - 846 500 - HCM Lane V/C Ratio - - 0.064 0.008 - HCM Control Delay(s/veh) - - 9.5 7.7 0 HCM Lane LOS - - A A A HCM 95th%tile Q(veh) - - 0.2 0 - Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing -AM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 44 Traffic Vol,veh/h 4 27 1 1 9 1 1 1 1 1 1 1 Future Vol,veh/h 4 27 1 1 9 1 1 1 1 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 5 35 1 3 24 3 1 1 1 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 26 0 0 36 0 0 75 77 35 76 76 25 Stage 1 - - - - - - 46 46 - 30 30 - Stage 2 - - - - - - 30 32 - 46 46 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1429 - - 1288 - - 840 754 951 839 755 964 Stage 1 - - - - - - 891 796 - 908 809 - Stage 2 - - - - - - 909 808 - 891 796 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1429 - - 1288 - - 833 750 951 832 751 964 Mov Cap-2 Maneuver - - - - - - 833 750 - 832 751 - Stage 1 - - - - - - 888 793 - 906 807 - Stage 2 - - - - - - 904 806 - 885 793 - Approach EB WB NB SB HCM Control Delay,s/v 0.94 0.71 9.32 9.31 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 837 223 - - 160 - - 840 HCM Lane V/C Ratio 0.005 0.004 - - 0.002 - - 0.005 HCM Control Delay(s/veh) 9.3 7.5 0 - 7.8 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .�. .j. .�. .�. Traffic Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Future Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 8 4 1 24 1 4 4 4 2 2 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 25 0 0 12 0 0 46 46 10 46 48 25 Stage 1 - - - - - - 18 18 - 28 28 - Stage 2 - - - - - - 28 28 - 18 20 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1327 - - 1469 - - 759 688 845 893 794 979 Stage 1 - - - - - - 798 720 - 925 821 - Stage 2 - - - - - - 788 712 - 936 828 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1327 - - 1469 - - 751 686 845 880 791 979 Mov Cap-2 Maneuver - - - - - - 751 686 - 880 791 - Stage 1 - - - - - - 796 718 - 924 821 - Stage 2 - - - - - - 782 711 - 923 825 - Approach EB WB NB SB HCM Control Delay,s/v 1.93 0.41 9.85 9.04 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 755 422 - - 99 - - 900 HCM Lane V/C Ratio 0.016 0.003 - - 0.001 - - 0.009 HCM Control Delay(s/veh) 9.8 7.7 0 - 7.5 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .t. .t. .. 4. Traffic Vol,veh/h 4 28 1 1 9 1 1 1 1 1 1 1 Future Vol,veh/h 4 28 1 1 9 1 1 1 1 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 5 36 1 3 24 3 1 1 1 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 26 0 0 37 0 0 76 78 37 77 78 25 Stage 1 - - - - - - 47 47 - 30 30 - Stage 2 - - - - - - 30 32 - 47 47 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1429 - - 1287 - - 839 753 949 838 754 964 Stage 1 - - - - - - 889 795 - 908 809 - Stage 2 - - - - - - 909 808 - 889 795 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1429 - - 1287 - - 831 749 949 830 749 964 Mov Cap-2 Maneuver - - - - - - 831 749 - 830 749 - Stage 1 - - - - - - 886 792 - 906 807 - Stage 2 - - - - - - 904 806 - 884 792 - Approach EB WB NB SB HCM Control Delay,s/v 0.91 0.71 9.33 9.31 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 835 217 - - 160 - - 839 HCM Lane V/C Ratio 0.005 0.004 - - 0.002 - - 0.005 HCM Control Delay(s/veh) 9.3 7.5 0 - 7.8 0 - 9.3 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .�. .j. .�. .�. Traffic Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Future Vol,veh/h 1 2 1 1 16 1 1 1 1 1 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 8 4 1 24 1 4 4 4 2 2 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 25 0 0 12 0 0 46 46 10 46 48 25 Stage 1 - - - - - - 18 18 - 28 28 - Stage 2 - - - - - - 28 28 - 18 20 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1327 - - 1469 - - 759 688 845 893 794 979 Stage 1 - - - - - - 798 720 - 925 821 - Stage 2 - - - - - - 788 712 - 936 828 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1327 - - 1469 - - 751 686 845 880 791 979 Mov Cap-2 Maneuver - - - - - - 751 686 - 880 791 - Stage 1 - - - - - - 796 718 - 924 821 - Stage 2 - - - - - - 782 711 - 923 825 - Approach EB WB NB SB HCM Control Delay,s/v 1.93 0.41 9.85 9.04 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 755 422 - - 99 - - 900 HCM Lane V/C Ratio 0.016 0.003 - - 0.001 - - 0.009 HCM Control Delay(s/veh) 9.8 7.7 0 - 7.5 0 - 9 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total -AM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. .j. .0 4. Traffic Vol,veh/h 4 41 1 7 15 1 1 1 14 1 1 1 Future Vol,veh/h 4 41 1 7 15 1 1 1 14 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 5 53 1 18 39 3 1 1 18 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 42 0 0 54 0 0 140 142 53 141 142 41 Stage 1 - - - - - - 63 63 - 78 78 - Stage 2 - - - - - - 77 79 - 63 64 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1410 - - 1267 - - 759 692 928 759 693 944 Stage 1 - - - - - - 871 782 - 855 770 - Stage 2 - - - - - - 856 769 - 871 781 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1410 - - 1267 - - 743 679 928 729 680 944 Mov Cap-2 Maneuver - - - - - - 743 679 - 729 680 - Stage 1 - - - - - - 868 779 - 843 759 - Stage 2 - - - - - - 841 758 - 849 778 - Approach EB WB NB SB HCM Control Delay,s/v 0.66 2.4 9.12 9.71 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 894 156 - - 541 - - 769 HCM Lane V/C Ratio 0.023 0.004 - - 0.015 - - 0.005 HCM Control Delay(s/veh) 9.1 7.6 0 - 7.9 0 - 9.7 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total - PM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .j. .j. �. .�. Traffic Vol,veh/h 1 8 1 14 29 1 1 1 7 1 1 2 Future Vol,veh/h 1 8 1 14 29 1 1 1 7 1 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 32 4 21 43 1 4 4 28 2 2 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 45 0 0 36 0 0 128 129 34 128 130 44 Stage 1 - - - - - - 42 42 - 86 86 - Stage 2 - - - - - - 86 87 - 42 44 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1304 - - 1439 - - 663 613 817 787 713 954 Stage 1 - - - - - - 773 701 - 859 774 - Stage 2 - - - - - - 727 666 - 908 808 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1304 - - 1439 - - 646 602 817 741 701 954 Mov Cap-2 Maneuver - - - - - - 646 602 - 741 701 - Stage 1 - - - - - - 770 698 - 847 762 - Stage 2 - - - - - - 712 656 - 869 805 - Approach EB WB NB SB HCM Control Delay,s/v 0.78 2.4 9.94 9.43 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 764 176 - - 569 - - 821 HCM Lane V/C Ratio 0.047 0.003 - - 0.015 - - 0.01 HCM Control Delay(s/veh) 9.9 7.8 0 - 7.5 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. Traffic Vol,veh/h 5 34 1 1 11 1 1 1 1 1 1 1 Future Vol,veh/h 5 34 1 1 11 1 1 1 1 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 6 44 1 3 29 3 1 1 1 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 32 0 0 45 0 0 92 94 44 93 93 30 Stage 1 - - - - - - 57 57 - 36 36 - Stage 2 - - - - - - 35 37 - 57 58 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1423 - - 1278 - - 819 738 939 818 738 957 Stage 1 - - - - - - 878 787 - 902 804 - Stage 2 - - - - - - 903 803 - 878 786 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1423 - - 1278 - - 811 733 939 810 734 957 Mov Cap-2 Maneuver - - - - - - 811 733 - 810 734 - Stage 1 - - - - - - 874 783 - 900 803 - Stage 2 - - - - - - 898 802 - 871 783 - Approach EB WB NB SB HCM Control Delay,s/v 0.94 0.6 9.42 9.39 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 819 224 - - 136 - - 823 HCM Lane V/C Ratio 0.005 0.005 - - 0.002 - - 0.005 HCM Control Delay(s/veh) 9.4 7.5 0 - 7.8 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 2: WCR-69 & WCR-388 08/06/2025 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 1 9 1 14 33 1 1 1 7 1 1 3 Future Vol,veh/h 1 9 1 14 33 1 1 1 7 1 1 3 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 36 4 21 49 1 4 4 28 2 2 6 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 51 0 0 40 0 0 138 139 38 138 140 50 Stage 1 - - - - - - 46 46 - 92 92 - Stage 2 - - - - - - 92 93 - 46 48 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1297 - - 1434 - - 652 604 812 775 704 947 Stage 1 - - - - - - 768 698 - 853 769 - Stage 2 - - - - - - 721 662 - 904 805 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1297 - - 1434 - - 634 593 812 729 691 947 Mov Cap-2 Maneuver - - - - - - 634 593 - 729 691 - Stage 1 - - - - - - 766 695 - 840 758 - Stage 2 - - - - - - 704 652 - 865 802 - Approach EB WB NB SB HCM Control Delay,s/v 0.71 2.2 9.99 9.36 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 757 160 - - 522 - - 835 HCM Lane V/C Ratio 0.048 0.003 - - 0.015 - - 0.012 HCM Control Delay(s/veh) 10 7.8 0 - 7.5 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total -AM 2: WCR-69 & WCR-388 08/06/2025 Intersection Int Delay,s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 5 47 1 7 17 1 1 1 14 1 1 1 Future Vol,veh/h 5 47 1 7 17 1 1 1 14 1 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 38 38 38 77 77 77 77 77 77 Heavy Vehicles, % 29 29 29 56 56 56 35 35 35 35 35 35 Mvmt Flow 6 60 1 18 45 3 1 1 18 1 1 1 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 47 0 0 62 0 0 156 158 61 157 157 46 Stage 1 - - - - - - 74 74 - 83 83 - Stage 2 - - - - - - 82 84 - 74 74 - Critical Hdwy 4.39 - - 4.66 - - 7.45 6.85 6.55 7.45 6.85 6.55 Critical Hdwy Stg 1 - - - - - - 6.45 5.85 - 6.45 5.85 - Critical Hdwy Stg 2 - - - - - - 6.45 5.85 - 6.45 5.85 - Follow-up Hdwy 2.461 - - 2.704 - - 3.815 4.315 3.615 3.815 4.315 3.615 Pot Cap-1 Maneuver 1403 - - 1258 - - 741 678 919 741 679 937 Stage 1 - - - - - - 860 773 - 850 766 - Stage 2 - - - - - - 850 765 - 860 773 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1403 - - 1258 - - 724 665 919 710 665 937 Mov Cap-2 Maneuver - - - - - - 724 665 - 710 665 - Stage 1 - - - - - - 856 770 - 837 754 - Stage 2 - - - - - - 835 753 - 837 769 - Approach EB WB NB SB HCM Control Delay,s/v 0.71 2.21 9.18 9.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 883 169 - - 498 - - 754 HCM Lane V/C Ratio 0.024 0.005 - - 0.015 - - 0.005 HCM Control Delay(s/veh) 9.2 7.6 0 - 7.9 0 - 9.8 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total - PM 2: WCR-69 & WCR-388 08/06/2025 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 1 9 1 14 33 1 1 1 7 1 1 3 Future Vol,veh/h 1 9 1 14 33 1 1 1 7 1 1 3 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 25 25 25 67 67 67 25 25 25 50 50 50 Heavy Vehicles, % 50 50 50 25 25 25 100 100 100 29 29 29 Mvmt Flow 4 36 4 21 49 1 4 4 28 2 2 6 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 51 0 0 40 0 0 138 139 38 138 140 50 Stage 1 - - - - - - 46 46 - 92 92 - Stage 2 - - - - - - 92 93 - 46 48 - Critical Hdwy 4.6 - - 4.35 - - 8.1 7.5 7.2 7.39 6.79 6.49 Critical Hdwy Stg 1 - - - - - - 7.1 6.5 - 6.39 5.79 - Critical Hdwy Stg 2 - - - - - - 7.1 6.5 - 6.39 5.79 - Follow-up Hdwy 2.65 - - 2.425 - - 4.4 4.9 4.2 3.761 4.261 3.561 Pot Cap-1 Maneuver 1297 - - 1434 - - 652 604 812 775 704 947 Stage 1 - - - - - - 768 698 - 853 769 - Stage 2 - - - - - - 721 662 - 904 805 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1297 - - 1434 - - 634 593 812 729 691 947 Mov Cap-2 Maneuver - - - - - - 634 593 - 729 691 - Stage 1 - - - - - - 766 695 - 840 758 - Stage 2 - - - - - - 704 652 - 865 802 - Approach EB WB NB SB HCM Control Delay,s/v 0.71 2.2 9.99 9.36 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 757 160 - - 522 - - 835 HCM Lane V/C Ratio 0.048 0.003 - - 0.015 - - 0.012 HCM Control Delay(s/veh) 10 7.8 0 - 7.5 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing -AM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r ?T r 4. 4• Traffic Vol,veh/h 31 263 5 1 242 4 8 3 1 5 6 6 Future Vol,veh/h 31 263 5 1 242 4 8 3 1 5 6 6 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 94 94 94 60 60 60 71 71 71 Heavy Vehicles, % 26 26 26 15 15 15 17 17 17 41 41 41 Mvmt Flow 34 289 5 1 257 4 13 5 2 7 8 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 262 0 0 295 0 0 492 621 145 475 622 129 Stage 1 - - - - - - 357 357 - 260 260 - Stage 2 - - - - - - 135 264 - 215 363 - Critical Hdwy 4.62 - - 4.4 - - 7.84 6.84 7.24 8.32 7.32 7.72 Critical Hdwy Stg 1 - - - - - - 6.84 5.84 - 7.32 6.32 - Critical Hdwy Stg 2 - - - - - - 6.84 5.84 - 7.32 6.32 - Follow-up Hdwy 2.46 - - 2.35 - - 3.67 4.17 3.47 3.91 4.41 3.71 Pot Cap-1 Maneuver 1142 - - 1175 - - 427 372 831 393 329 786 Stage 1 - - - - - - 594 591 - 623 604 - Stage 2 - - - - - - 812 653 - 667 535 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1142 - - 1175 - - 399 361 831 375 319 786 Mov Cap-2 Maneuver - - - - - - 399 361 - 375 319 - Stage 1 - - - - - - 576 573 - 623 604 - Stage 2 - - - - - - 792 652 - 640 519 - Approach EB WB NB SB HCM Control Delay,s/v 0.86 0.03 14.33 13.92 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 406 1142 - - 1175 - - 428 HCM Lane V/C Ratio 0.049 0.03 - - 0.001 - - 0.056 HCM Control Delay(s/veh) 14.3 8.2 - - 8.1 - - 13.9 HCM Lane LOS B A - - A - - B HCM 95th%tile Q(veh) 0.2 0.1 - - 0 - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r «4 «>j♦ Traffic Vol,veh/h 9 281 5 1 366 4 2 2 1 6 5 19 Future Vol,veh/h 9 281 5 1 366 4 2 2 1 6 5 19 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 97 97 97 63 63 63 75 75 75 Heavy Vehicles, % 10 10 10 22 22 22 2 2 2 20 20 20 Mvmt Flow 10 305 5 1 377 4 3 3 2 8 7 25 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 381 0 0 311 0 0 519 709 153 553 710 189 Stage 1 - - - - - - 325 325 - 379 379 - Stage 2 - - - - - - 194 384 - 174 330 - Critical Hdwy 4.3 - - 4.54 - - 7.54 6.54 6.94 7.9 6.9 7.3 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.9 5.9 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.9 5.9 - Follow-up Hdwy 2.3 - - 2.42 - - 3.52 4.02 3.32 3.7 4.2 3.5 Pot Cap-1 Maneuver 1118 - - 1114 - - 440 358 866 379 323 768 Stage 1 - - - - - - 661 648 - 568 570 - Stage 2 - - - - - - 789 610 - 761 601 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1118 - - 1114 - - 412 354 866 371 320 768 Mov Cap-2 Maneuver - - - - - - 412 354 - 371 320 - Stage 1 - - - - - - 656 642 - 567 569 - Stage 2 - - - - - - 754 610 - 750 596 - Approach EB WB NB SB HCM Control Delay,s/v 0.25 0.02 13.54 12.33 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 429 1118 - - 1114 - - 531 HCM Lane V/C Ratio 0.018 0.009 - - 0.001 - - 0.075 HCM Control Delay(s/veh) 13.5 8.2 - - 8.2 - - 12.3 HCM Lane LOS B A - - A - - B HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r f t r 4 44 Traffic Vol,veh/h 32 268 5 1 247 4 8 3 1 5 6 6 Future Vol,veh/h 32 268 5 1 247 4 8 3 1 5 6 6 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 94 94 94 60 60 60 71 71 71 Heavy Vehicles, % 26 26 26 15 15 15 17 17 17 41 41 41 Mvmt Flow 35 295 5 1 263 4 13 5 2 7 8 8 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 267 0 0 300 0 0 503 634 147 485 635 131 Stage 1 - - - - - - 365 365 - 265 265 - Stage 2 - - - - - - 138 269 - 220 370 - Critical Hdwy 4.62 - - 4.4 - - 7.84 6.84 7.24 8.32 7.32 7.72 Critical Hdwy Stg 1 - - - - - - 6.84 5.84 - 7.32 6.32 - Critical Hdwy Stg 2 - - - - - - 6.84 5.84 - 7.32 6.32 - Follow-up Hdwy 2.46 - - 2.35 - - 3.67 4.17 3.47 3.91 4.41 3.71 Pot Cap-1 Maneuver 1136 - - 1169 - - 420 365 828 386 323 783 Stage 1 - - - - - - 587 586 - 618 600 - Stage 2 - - - - - - 809 649 - 662 530 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1136 - - 1169 - - 391 354 828 368 313 783 Mov Cap-2 Maneuver - - - - - - 391 354 - 368 313 - Stage 1 - - - - - - 569 568 - 618 600 - Stage 2 - - - - - - 789 649 - 634 514 - Approach EB WB NB SB HCM Control Delay,s/v 0.87 0.03 14.52 14.08 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 398 1136 - - 1169 - - 420 HCM Lane V/C Ratio 0.05 0.031 - - 0.001 - - 0.057 HCM Control Delay(s/veh) 14.5 8.3 - - 8.1 - - 14.1 HCM Lane LOS BA - - A - - B HCM 95th%tile Q(veh) 0.2 0.1 - - 0 - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 11 ts. tt r «4 44 Traffic Vol,veh/h 9 287 5 1 374 4 2 2 1 6 5 19 Future Vol,veh/h 9 287 5 1 374 4 2 2 1 6 5 19 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 97 97 97 63 63 63 75 75 75 Heavy Vehicles, % 10 10 10 22 22 22 2 2 2 20 20 20 Mvmt Flow 10 312 5 1 386 4 3 3 2 8 7 25 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 390 0 0 317 0 0 530 723 156 565 725 193 Stage 1 - - - - - - 332 332 - 388 388 - Stage 2 - - - - - - 198 392 - 177 337 - Critical Hdwy 4.3 - - 4.54 - - 7.54 6.54 6.94 7.9 6.9 7.3 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.9 5.9 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.9 5.9 - Follow-up Hdwy 2.3 - - 2.42 - - 3.52 4.02 3.32 3.7 4.2 3.5 Pot Cap-1 Maneuver 1110 - - 1107 - - 432 351 862 371 317 763 Stage 1 - - - - - - 656 643 - 561 564 - Stage 2 - - - - - - 785 605 - 758 597 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1110 - - 1107 - - 405 347 862 364 314 763 Mov Cap-2 Maneuver - - - - - - 405 347 - 364 314 - Stage 1 - - - - - - 650 638 - 561 564 - Stage 2 - - - - - - 749 604 - 746 591 - Approach EB WB NB SB HCM Control Delay,s/v 0.25 0.02 13.7 12.45 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 422 1110 - - 1107 - - 523 HCM Lane V/C Ratio 0.019 0.009 - - 0.001 - - 0.076 HCM Control Delay(s/veh) 13.7 8.3 - - 8.3 - - 12.4 HCM Lane LOS B A - - A - - B HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total -AM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations /1 T T r $ 4, 4. Traffic Vol,veh/h 45 271 5 1 248 4 8 3 1 5 6 12 Future Vol,veh/h 45 271 5 1 248 4 8 3 1 5 6 12 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 94 94 94 60 60 60 71 71 71 Heavy Vehicles, % 26 26 26 15 15 15 17 17 17 41 41 41 Mvmt Flow 49 298 5 1 264 4 13 5 2 7 8 17 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 268 0 0 303 0 0 535 667 149 516 668 132 Stage 1 - - - - - - 397 397 - 266 266 - Stage 2 - - - - - - 138 270 - 250 402 - Critical Hdwy 4.62 - - 4.4 - - 7.84 6.84 7.24 8.32 7.32 7.72 Critical Hdwy Stg 1 - - - - - - 6.84 5.84 - 7.32 6.32 - Critical Hdwy Stg 2 - - - - - - 6.84 5.84 - 7.32 6.32 - Follow-up Hdwy 2.46 - - 2.35 - - 3.67 4.17 3.47 3.91 4.41 3.71 Pot Cap-1 Maneuver 1135 - - 1166 - - 397 349 825 365 307 782 Stage 1 - - - - - - 561 566 - 617 600 - Stage 2 - - - - - - 809 649 - 632 510 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1135 - - 1166 - - 361 334 825 343 294 782 Mov Cap-2 Maneuver - - - - - - 361 334 - 343 294 - Stage 1 - - - - - - 537 541 - 617 599 - Stage 2 - - - - - - 779 648 - 598 488 - Approach - EB WB NB SB HCM Control Delay, s/v 1.17 0.03 15.27 13.48 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 371 1135 - - 1166 - - 457 HCM Lane V/C Ratio 0.054 0.044 - - 0.001 - - 0.071 HCM Control Delay(s/veh) 15.3 8.3 - - 8.1 - - 13.5 HCM Lane LOS CA - - A - - B HCM 95th%tile Q(veh) 0.2 0.1 - - 0 - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total - PM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ tt r «4 «>j♦ Traffic Vol,veh/h 15 288 5 1 377 4 2 2 1 6 5 32 Future Vol,veh/h 15 288 5 1 377 4 2 2 1 6 5 32 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 97 97 97 63 63 63 75 75 75 Heavy Vehicles, % 10 10 10 22 22 22 2 2 2 20 20 20 Mvmt Flow 16 313 5 1 389 4 3 3 2 8 7 43 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 393 0 0 318 0 0 545 740 157 581 742 194 Stage 1 - - - - - - 346 346 - 391 391 - Stage 2 - - - - - - 200 395 - 191 351 - Critical Hdwy 4.3 - - 4.54 - - 7.54 6.54 6.94 7.9 6.9 7.3 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.9 5.9 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.9 5.9 - Follow-up Hdwy 2.3 - - 2.42 - - 3.52 4.02 3.32 3.7 4.2 3.5 Pot Cap-1 Maneuver 1107 - - 1106 - - 421 343 861 361 309 761 Stage 1 - - - - - - 643 634 - 559 563 - Stage 2 - - - - - - 783 603 - 743 588 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1107 - - 1106 - - 383 337 861 351 304 761 Mov Cap-2 Maneuver - - - - - - 383 337 - 351 304 - Stage 1 - - - - - - 634 625 - 558 562 - Stage 2 - - - - - - 730 603 - 727 579 - Approach EB WB NB SB HCM Control Delay,s/v 0.4 0.02 14.04 12.03 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 406 1107 - - 1106 - - 569 HCM Lane V/C Ratio 0.02 0.015 - - 0.001 - - 0.101 HCM Control Delay(s/veh) 14 8.3 - - 8.3 - - 12 HCM Lane LOS BA - - A - - B HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.3 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 11 ts. ?t 4, 4 Traffic Vol,veh/h 39 329 6 1 303 5 10 4 1 6 8 8 Future Vol,veh/h 39 329 6 1 303 5 10 4 1 6 8 8 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 94 94 94 60 60 60 71 71 71 Heavy Vehicles, % 26 26 26 15 15 15 17 17 17 41 41 41 Mvmt Flow 43 362 7 1 322 5 17 7 2 8 11 11 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 328 0 0 368 0 0 616 777 181 594 778 161 Stage 1 - - - - - - 447 447 - 324 324 - Stage 2 - - - - - - 169 330 - 270 454 - Critical Hdwy 4.62 - - 4.4 - - 7.84 6.84 7.24 8.32 7.32 7.72 Critical Hdwy Stg 1 - - - - - - 6.84 5.84 - 7.32 6.32 - Critical Hdwy Stg 2 - - - - - - 6.84 5.84 - 7.32 6.32 - Follow-up Hdwy 2.46 - - 2.35 - - 3.67 4.17 3.47 3.91 4.41 3.71 Pot Cap-1 Maneuver 1073 - - 1099 - - 345 299 786 316 260 745 Stage 1 - - - - - - 522 535 - 565 560 - Stage 2 - - - - - - 775 608 - 614 480 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1073 - - 1099 - - 312 287 786 296 250 745 Mov Cap-2 Maneuver - - - - - - 312 287 - 296 250 - Stage 1 - - - - - - 501 514 - 564 559 - Stage 2 - - - - - - 747 608 - 580 461 - Approach EB WB NB SB HCM Control Delay,s/v 0.89 0.03 17.31 16.32 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 317 1073 - - 1099 - - 349 HCM Lane V/C Ratio 0.079 0.04 - - 0.001 - - 0.089 HCM Control Delay(s/veh) 17.3 8.5 - - 8.3 - - 16.3 HCM Lane LOS CA - - A - - C HCM 95th%tile Q(veh) 0.3 0.1 - - 0 - - 0.3 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 11 4T tT r 44 Traffic Vol,veh/h 17 352 6 1 461 5 3 3 1 8 6 37 Future Vol,veh/h 17 352 6 1 461 5 3 3 1 8 6 37 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 97 97 97 63 63 63 75 75 75 Heavy Vehicles, % 10 10 10 22 22 22 2 2 2 20 20 20 Mvmt Flow 18 383 7 1 475 5 5 5 2 11 8 49 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 480 0 0 389 0 0 663 902 191 708 903 238 Stage 1 - - - - - - 420 420 - 477 477 - Stage 2 - - - - - - 244 482 - 231 426 - Critical Hdwy 4.3 - - 4.54 - - 7.54 6.54 6.94 7.9 6.9 7.3 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.9 5.9 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.9 5.9 - Follow-up Hdwy 2.3 - - 2.42 - - 3.52 4.02 3.32 3.7 4.2 3.5 Pot Cap-1 Maneuver 1024 - - 1035 - - 346 276 818 290 245 711 Stage 1 - - - - - - 582 588 - 493 511 - Stage 2 - - - - - - 738 551 - 702 541 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1024 - - 1035 - - 306 271 818 279 241 711 Mov Cap-2 Maneuver - - - - - - 306 271 - 279 241 - Stage 1 - - - - - - 571 577 - 493 511 - Stage 2 - - - - - - 676 551 - 683 531 - Approach EB WB NB SB HCM Control Delay,s/v 0.39 0.02 16.78 13.67 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 317 1024 - - 1035 - - 483 HCM Lane V/C Ratio 0.035 0.018 - - 0.001 - - 0.141 HCM Control Delay(s/veh) 16.8 8.6 - - 8.5 - - 13.7 HCM Lane LOS C A - - A - - B HCM 95th%tile Q(veh) 0.1 0.1 - - 0 - - 0.5 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total -AM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations /1 ?* r t+ fj. 4. Traffic Vol,veh/h 52 332 6 1 304 5 10 4 1 6 8 14 Future Vol,veh/h 52 332 6 1 304 5 10 4 1 6 8 14 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 94 94 94 60 60 60 71 71 71 Heavy Vehicles, % 26 26 26 15 15 15 17 17 17 41 41 41 Mvmt Flow 57 365 7 1 323 5 17 7 2 8 11 20 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 329 0 0 371 0 0 649 810 182 626 811 162 Stage 1 - - - - - - 479 479 - 326 326 - Stage 2 - - - - - - 169 331 - 300 486 - Critical Hdwy 4.62 - - 4.4 - - 7.84 6.84 7.24 8.32 7.32 7.72 Critical Hdwy Stg 1 - - - - - - 6.84 5.84 - 7.32 6.32 - Critical Hdwy Stg 2 - - - - - - 6.84 5.84 - 7.32 6.32 - Follow-up Hdwy 2.46 - - 2.35 - - 3.67 4.17 3.47 3.91 4.41 3.71 Pot Cap-1 Maneuver 1072 - - 1096 - - 327 286 784 299 247 745 Stage 1 - - - - - - 499 517 - 564 559 - Stage 2 - - - - - - 774 608 - 586 462 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1072 - - 1096 - - 287 270 784 275 234 745 Mov Cap-2 Maneuver - - - - - - 287 270 - 275 234 - Stage 1 - - - - - - 472 490 - 563 558 - Stage 2 - - - - - - 738 607 - 546 437 - Approach - EB WB NB SB HCM Control Delay, s/v 1.14 0.03 18.36 15.74 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 294 1072 - - 1096 - - 375 HCM Lane V/C Ratio 0.085 0.053 - - 0.001 - - 0.105 HCM Control Delay(s/veh) 18.4 8.5 - - 8.3 - - 15.7 HCM Lane LOS CA - - A - - C HCM 95th%tile Q(veh) 0.3 0.2 - - 0 - - 0.4 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total - PM 3: WCR-61 & US-34 08/06/2025 Intersection Int Delay,s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 11 4T tT r 44 Traffic Vol,veh/h 17 352 6 1 461 5 3 3 1 8 6 37 Future Vol,veh/h 17 352 6 1 461 5 3 3 1 8 6 37 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 750 - - 770 - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 97 97 97 63 63 63 75 75 75 Heavy Vehicles, % 10 10 10 22 22 22 2 2 2 20 20 20 Mvmt Flow 18 383 7 1 475 5 5 5 2 11 8 49 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 480 0 0 389 0 0 663 902 191 708 903 238 Stage 1 - - - - - - 420 420 - 477 477 - Stage 2 - - - - - - 244 482 - 231 426 - Critical Hdwy 4.3 - - 4.54 - - 7.54 6.54 6.94 7.9 6.9 7.3 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.9 5.9 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.9 5.9 - Follow-up Hdwy 2.3 - - 2.42 - - 3.52 4.02 3.32 3.7 4.2 3.5 Pot Cap-1 Maneuver 1024 - - 1035 - - 346 276 818 290 245 711 Stage 1 - - - - - - 582 588 - 493 511 - Stage 2 - - - - - - 738 551 - 702 541 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1024 - - 1035 - - 306 271 818 279 241 711 Mov Cap-2 Maneuver - - - - - - 306 271 - 279 241 - Stage 1 - - - - - - 571 577 - 493 511 - Stage 2 - - - - - - 676 551 - 683 531 - Approach EB WB NB SB HCM Control Delay,s/v 0.39 0.02 16.78 13.67 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 317 1024 - - 1035 - - 483 HCM Lane V/C Ratio 0.035 0.018 - - 0.001 - - 0.141 HCM Control Delay(s/veh) 16.8 8.6 - - 8.5 - - 13.7 HCM Lane LOS CA - - A - - B HCM 95th%tile Q(veh) 0.1 0.1 - - 0 - - 0.5 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing -AM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 1 2 4 5 3 1 Future Vol,veh/h 1 2 4 5 3 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 3 7 9 8 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 16 0 - 0 17 12 Stage 1 - - - - 12 - Stage 2 - - - - 5 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1421 - - - 973 1038 Stage 1 - - - - 983 - Stage 2 - - - - 990 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1421 - - - 973 1038 Mov Cap-2 Maneuver - - - - 973 - Stage 1 - - - - 982 - Stage 2 - - - - 990 - Approach EB WB SB HCM Control Delay,s/v 2.51 0 8.68 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 600 - - - 988 HCM Lane V/C Ratio 0.001 - - - 0.011 HCM Control Delay(s/veh) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 3 2 1 9 1 2 Future Vol,veh/h 3 2 1 9 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 5 3 1 11 3 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 12 0 - 0 19 7 Stage 1 - - - - 7 - Stage 2 - - - - 13 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1550 - - - 975 1050 Stage 1 - - - - 993 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1550 - - - 972 1050 Mov Cap-2 Maneuver - - - - 972 - Stage 1 - - - - 990 - Stage 2 - - - - 987 - Approach EB WB SB HCM Control Delay,s/v 4.4 0 8.55 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1080 - - - 1023 HCM Lane V/C Ratio 0.003 - - - 0.008 HCM Control Delay(s/veh) 7.3 0 - - 8.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 1 2 4 5 3 1 Future Vol,veh/h 1 2 4 5 3 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 3 7 9 8 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 16 0 - 0 17 12 Stage 1 - - - - 12 - Stage 2 - - - - 5 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1421 - - - 973 1038 Stage 1 - - - - 983 - Stage 2 - - - - 990 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1421 - - - 973 1038 Mov Cap-2 Maneuver - - - - 973 - Stage 1 - - - - 982 - Stage 2 - - - - 990 - Approach EB WB SB HCM Control Delay,s/v 2.51 0 8.68 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 600 - - - 988 HCM Lane V/C Ratio 0.001 - - - 0.011 HCM Control Delay(s/veh) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 3 2 1 9 1 2 Future Vol,veh/h 3 2 1 9 1 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 5 3 1 11 3 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 12 0 - 0 19 7 Stage 1 - - - - 7 - Stage 2 - - - - 13 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1550 - - - 975 1050 Stage 1 - - - - 993 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1550 - - - 972 1050 Mov Cap-2 Maneuver - - - - 972 - Stage 1 - - - - 990 - Stage 2 - - - - 987 - Approach EB WB SB HCM Control Delay,s/v 4.4 0 8.55 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1080 - - - 1023 HCM Lane V/C Ratio 0.003 - - - 0.008 HCM Control Delay(s/veh) 7.3 0 - - 8.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total -AM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 To Traffic Vol,veh/h 1 2 4 18 9 1 Future Vol,veh/h 1 2 4 18 9 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 3 7 32 24 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 39 0 - 0 29 23 Stage 1 - - - - 23 - Stage 2 - - - - 5 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1392 - - - 959 1023 Stage 1 - - - - 972 - Stage 2 - - - - 990 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1392 - - - 958 1023 Mov Cap-2 Maneuver - - - - 958 - Stage 1 - - - - 971 - Stage 2 - - - - 990 - Approach EB WB SB HCM Control Delay,s/v 2.53 0 8.84 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 600 - - - 964 HCM Lane V/C Ratio 0.001 - - - 0.027 HCM Control Delay(s/veh) 7.6 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total - PM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 5.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T M Traffic Vol,veh/h 3 2 1 15 14 2 Future Vol,veh/h 3 2 1 15 14 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 5 3 1 18 37 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 19 0 - 0 23 10 Stage 1 - - - - 10 - Stage 2 - - - - 13 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1540 - - - 971 1045 Stage 1 - - - - 990 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1540 - - - 968 1045 Mov Cap-2 Maneuver - - - - 968 - Stage 1 - - - - 987 - Stage 2 - - - - 987 - Approach EB WB SB HCM Control Delay,s/v 4.41 0 8.85 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1080 - - - 977 HCM Lane V/C Ratio 0.003 - - - 0.043 HCM Control Delay(s/veh) 7.3 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T. Traffic Vol,veh/h 1 3 5 6 4 1 Future Vol,veh/h 1 3 5 6 4 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 4 9 11 11 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 20 0 - 0 21 14 Stage 1 - - - - 14 - Stage 2 - - - - 7 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1417 - - - 968 1034 Stage 1 - - - - 981 - Stage 2 - - - - 988 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1417 - - - 967 1034 Mov Cap-2 Maneuver - - - - 967 - Stage 1 - - - - 980 - Stage 2 - - - - 988 - Approach EB WB SB HCM Control Delay,s/v 1.89 0 8.72 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 450 - - - 980 HCM Lane V/C Ratio 0.001 - - - 0.013 HCM Control Delay(s/veh) 7.5 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 5.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T V Traffic Vol,veh/h 4 3 1 17 14 3 Future Vol,veh/h 4 3 1 17 14 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 6 5 1 20 37 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 22 0 - 0 29 11 Stage 1 - - - - 11 - Stage 2 - - - - 17 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1537 - - - 963 1044 Stage 1 - - - - 989 - Stage 2 - - - - 982 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1537 - - - 959 1044 Mov Cap-2 Maneuver - - - - 959 - Stage 1 - - - - 984 - Stage 2 - - - - 982 - Approach EB WB SB HCM Control Delay,s/v 4.2 0 8.88 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1029 - - - 973 HCM Lane V/C Ratio 0.004 - - - 0.046 HCM Control Delay(s/veh) 7.4 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total -AM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T M Traffic Vol,veh/h 1 3 5 19 10 1 Future Vol,veh/h 1 3 5 19 10 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 75 75 56 56 38 38 Heavy Vehicles, % 33 33 11 11 13 13 Mvmt Flow 1 4 9 34 26 3 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 43 0 - 0 33 26 Stage 1 - - - - 26 - Stage 2 - - - - 7 - Critical Hdwy 4.43 - - - 6.53 6.33 Critical Hdwy Stg 1 - - - - 5.53 - Critical Hdwy Stg 2 - - - - 5.53 - Follow-up Hdwy 2.497 - - - 3.617 3.417 Pot Cap-1 Maneuver 1388 - - - 954 1019 Stage 1 - - - - 969 - Stage 2 - - - - 988 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1388 - - - 953 1019 Mov Cap-2 Maneuver - - - - 953 - Stage 1 - - - - 968 - Stage 2 - - - - 988 - Approach EB WB SB HCM Control Delay,s/v 1.9 0 8.87 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 450 - - - 958 HCM Lane V/C Ratio 0.001 - - - 0.03 HCM Control Delay(s/veh) 7.6 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total - PM 4: WCR-380 & WCR-50 08/06/2025 Intersection Int Delay,s/veh 5.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T V Traffic Vol,veh/h 4 3 1 17 14 3 Future Vol,veh/h 4 3 1 17 14 3 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 63 63 83 83 38 38 Heavy Vehicles, % 11 11 20 20 11 11 Mvmt Flow 6 5 1 20 37 8 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 22 0 - 0 29 11 Stage 1 - - - - 11 - Stage 2 - - - - 17 - Critical Hdwy 4.21 - - - 6.51 6.31 Critical Hdwy Stg 1 - - - - 5.51 - Critical Hdwy Stg 2 - - - - 5.51 - Follow-up Hdwy 2.299 - - - 3.599 3.399 Pot Cap-1 Maneuver 1537 - - - 963 1044 Stage 1 - - - - 989 - Stage 2 - - - - 982 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1537 - - - 959 1044 Mov Cap-2 Maneuver - - - - 959 - Stage 1 - - - - 984 - Stage 2 - - - - 982 - Approach EB WB SB HCM Control Delay,s/v 4.2 0 8.88 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1029 - - - 973 HCM Lane V/C Ratio 0.004 - - - 0.046 HCM Control Delay(s/veh) 7.4 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing -AM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 h 4Lio Traffic Vol,veh/h 1 217 206 1 1 7 Future Vol,veh/h 1 217 206 1 1 7 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 1 241 226 1 3 20 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 227 0 - 0 350 114 Stage 1 - - - - 227 - Stage 2 - - - - 123 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1204 - - - 590 880 Stage 1 - - - - 754 - Stage 2 - - - - 855 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1204 - - - 590 880 Mov Cap-2 Maneuver - - - - 590 - Stage 1 - - - - 754 - Stage 2 - - - - 855 - Approach EB WB SB HCM Control Delay,s/v 0.04 0 9.46 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 17 - - - 829 HCM Lane V/C Ratio 0.001 - - - 0.028 HCM Control Delay(s/veh) 8 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2025 Existing - PM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 . 114 Traffic Vol,veh/h 2 236 326 4 1 1 Future Vol,veh/h 2 236 326 4 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 2 288 358 4 4 4 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 363 0 - 0 509 181 Stage 1 - - - - 360 - Stage 2 - - - - 149 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1130 - - - 467 797 Stage 1 - - - - 645 - Stage 2 - - - - 831 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1130 - - - 466 797 Mov Cap-2 Maneuver - - - - 466 - Stage 1 - - - - 643 - Stage 2 - - - - 831 - Approach EB WB SB HCM Control Delay,s/v 0.09 0 11.21 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 30 - - - 588 HCM Lane V/C Ratio 0.002 - - - 0.014 HCM Control Delay(s/veh) 8.2 0 - - 11.2 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background -AM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4} Traffic Vol,veh/h 1 221 210 1 1 7 Future Vol,veh/h 1 221 210 1 1 7 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 1 246 231 1 3 20 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 232 0 - 0 356 116 Stage 1 - - - - 231 - Stage 2 - - - - 125 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1199 - - - 584 877 Stage 1 - - - - 750 - Stage 2 - - - - 852 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1199 - - - 584 877 Mov Cap-2 Maneuver - - - - 584 - Stage 1 - - - - 750 - Stage 2 - - - - 852 - Approach EB WB SB HCM Control Delay,s/v 0.04 0 9.49 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 16 - - - 825 HCM Lane V/C Ratio 0.001 - - - 0.028 HCM Control Delay(s/veh) 8 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Background - PM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations +14 M Traffic Vol,veh/h 2 241 333 4 1 1 Future Vol,veh/h 2 241 333 4 1 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 2 294 366 4 4 4 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 370 0 - 0 520 185 Stage 1 - - - - 368 - Stage 2 - - - - 152 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1123 - - - 460 792 Stage 1 - - - - 639 - Stage 2 - - - - 828 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1123 - - - 459 792 Mov Cap-2 Maneuver - - - - 459 - Stage 1 - - - - 637 - Stage 2 - - - - 828 - Approach EB WB SB HCM Control Delay,s/v 0.09 0 11.28 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 30 - - - 581 HCM Lane V/C Ratio 0.002 - - - 0.014 HCM Control Delay(s/veh) 8.2 0 - - 11.3 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total -AM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4f Traffic Vol,veh/h 4 221 210 11 6 8 Future Vol,veh/h 4 221 210 11 6 8 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 4 246 231 12 17 23 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 243 0 - 0 368 121 Stage 1 - - - - 237 - Stage 2 - - - - 132 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1187 - - - 574 870 Stage 1 - - - - 746 - Stage 2 - - - - 846 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1187 - - - 572 870 Mov Cap-2 Maneuver - - - - 572 - Stage 1 - - - - 743 - Stage 2 - - - - 846 - Approach EB WB SB HCM Control Delay,s/v 0.17 0 10.37 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 64 - - - 711 HCM Lane V/C Ratio 0.004 - - - 0.056 HCM Control Delay(s/veh) 8 0 - - 10.4 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2026 Total - PM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4$h T� M Traffic Vol,veh/h 3 241 333 9 11 4 Future Vol,veh/h 3 241 333 9 11 4 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 4 294 366 10 44 16 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 376 0 - 0 525 188 Stage 1 - - - - 371 - Stage 2 - - - - 154 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1117 - - - 456 789 Stage 1 - - - - 637 - Stage 2 - - - - 826 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1117 - - - 454 789 Mov Cap-2 Maneuver - - - - 454 - Stage 1 - - - - 634 - Stage 2 - - - - 826 - Approach EB WB SB HCM Control Delay,s/v 0.13 0 12.96 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 44 - - - 512 HCM Lane V/C Ratio 0.003 - - - 0.117 HCM Control Delay(s/veh) 8.2 0 - - 13 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.4 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background -AM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4$h T1 Traffic Vol,veh/h 1 271 258 1 1 9 Future Vol,veh/h 1 271 258 1 1 9 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 1 301 284 1 3 26 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 285 0 - 0 437 142 Stage 1 - - - - 284 - Stage 2 - - - - 153 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1142 - - - 518 843 Stage 1 - - - - 704 - Stage 2 - - - - 825 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1142 - - - 518 843 Mov Cap-2 Maneuver - - - - 518 - Stage 1 - - - - 703 - Stage 2 - - - - 825 - Approach EB WB SB HCM Control Delay,s/v 0.04 0 9.71 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 13 - - - 793 HCM Lane V/C Ratio 0.001 - - - 0.036 HCM Control Delay(s/veh) 8.2 0 - - 9.7 HCM Lane LOS A A - - A HCM 95th%tile Q(veh) 0 - - - 0.1 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Background - PM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4+ +14 Y Traffic Vol,veh/h 4 295 408 10 11 4 Future Vol,veh/h 4 295 408 10 11 4 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 5 360 448 11 44 16 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 459 0 - 0 643 230 Stage 1 - - - - 454 - Stage 2 - - - - 190 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1037 - - - 382 740 Stage 1 - - - - 576 - Stage 2 - - - - 792 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1037 - - - 380 740 Mov Cap-2 Maneuver - - - - 380 - Stage 1 - - - - 573 - Stage 2 - - - - 792 - Approach EB WB SB HCM Control Delay,s/v 0.16 0 14.56 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 48 - - - 436 HCM Lane V/C Ratio 0.005 - - - 0.138 HCM Control Delay(s/veh) 8.5 0 - - 14.6 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.5 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total -AM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4f Traffic Vol,veh/h 4 271 258 11 6 10 Future Vol,veh/h 4 271 258 11 6 10 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 90 90 91 91 35 35 Heavy Vehicles, % 22 22 15 15 14 14 Mvmt Flow 4 301 284 12 17 29 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 296 0 - 0 449 148 Stage 1 - - - - 290 - Stage 2 - - - - 159 - Critical Hdwy 4.54 - - - 7.08 7.18 Critical Hdwy Stg 1 - - - - 6.08 - Critical Hdwy Stg 2 - - - - 6.08 - Follow-up Hdwy 2.42 - - - 3.64 3.44 Pot Cap-1 Maneuver 1130 - - - 509 836 Stage 1 - - - - 700 - Stage 2 - - - - 818 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1130 - - - 507 836 Mov Cap-2 Maneuver - - - - 507 - Stage 1 - - - - 697 - Stage 2 - - - - 818 - Approach EB WB SB HCM Control Delay,s/v 0.15 0 10.75 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 52 - - - 672 HCM Lane V/C Ratio 0.004 - - - 0.068 HCM Control Delay(s/veh) 8.2 0 - - 10.7 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.2 Kimley-Horn&Associates, Inc. Synchro 12 Report HCM 7th TWSC 2036 Total - PM 5: US-34 & WCR-69 08/06/2025 Intersection Int Delay,s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4+ +14 Y Traffic Vol,veh/h 4 295 408 10 11 4 Future Vol,veh/h 4 295 408 10 11 4 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 82 82 91 91 25 25 Heavy Vehicles, % 11 11 14 14 13 13 Mvmt Flow 5 360 448 11 44 16 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 459 0 - 0 643 230 Stage 1 - - - - 454 - Stage 2 - - - - 190 - Critical Hdwy 4.32 - - - 7.06 7.16 Critical Hdwy Stg 1 - - - - 6.06 - Critical Hdwy Stg 2 - - - - 6.06 - Follow-up Hdwy 2.31 - - - 3.63 3.43 Pot Cap-1 Maneuver 1037 - - - 382 740 Stage 1 - - - - 576 - Stage 2 - - - - 792 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1037 - - - 380 740 Mov Cap-2 Maneuver - - - - 380 - Stage 1 - - - - 573 - Stage 2 - - - - 792 - Approach EB WB SB HCM Control Delay,s/v 0.16 0 14.56 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity(veh/h) 48 - - - 436 HCM Lane V/C Ratio 0.005 - - - 0.138 HCM Control Delay(s/veh) 8.5 0 - - 14.6 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.5 Kimley-Horn&Associates, Inc. Synchro 12 Report RECIPROCAL EASEMENT AGREEMENT THIS RECIPROCAL EASEMENT AGREEMENT ("Agreement"), is made this 2'1"day of_ Ockob 1%.5 , 2014 between the STATE OF COLORADO, acting by and through the STATE BOARD OF LAND COMMISSIONERS ("Board" or "Party"), 1127 Sherman Street. Room 300. Denver, Colorado 80203, and 70 Ranch, L.L.C., a Colorado limited liability corporation ("70 Ranch" or "Party"), 8301 E Prentice Ave., Suite 100, Greenwood Village. Colorado 80111. (collectively"Parties"). RECITALS A. The Board is the owner of certain real property located in Weld County, Colorado described on Exhibit A attached hereto; and B. 70 Ranch is the owner of certain real property located in Weld County, Colorado described on Exhibit A attached hereto; and C. The Board and 70 Ranch desire to provide reciprocal easements for ingress, egress and access to and from their respective Surface Ownerships as such are described on Exhibit A and pursuant to the terms and conditions set forth herein. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants and agreements contained herein and for other good and valuable consideration, the receipt, value and sufficiency of which is hereby acknowledged. the parties hereby covenant and agree as follows: 1. Definitions. In addition to the definitions provided in the Recitals above, the following definitions shall apply to this Agreement. 1.1 Existing Roadways. The term "Existing Roadways" shall refer to those roads shown and described as "Existing Roadways/Access Easements" in Exhibit A. 1.2 Occupant. The term "Occupant" shall mean and include any Owner and any Permittee or Person who shall be, from time to time, entitled to the use and occupancy of an Existing Roadway under any lease, sublease, license, concession, agreement, or other instrument or arrangement under which such rights are acquired, including. without limitation, mortgagees in possession. 1.3 Owner. The term "Owner" shall refer to the State of Colorado, acting by and through the State Board of Land Commissioners, and 70 Ranch, L.L.C. 1.4 Permittees. The term "Permittees" shall mean and refer to all Occupants and all Persons, guests, employees, licensees, agents, contractors, vendors, lessees, and other invitees of Occupants. 1 '` 1.5 Person. The term "Person" shall refer to any individual, partnership, joint venture, corporation, limited liability company, trust, unincorporated association, governmental agency or other business entity. 2. Grant of the Board. The Board grants 70 Ranch a thirty (30) foot wide non-exclusive easement for purposes of ingress, egress, and access on the Existing Roads located on the State Land Board's Surface Ownership as shown and described in Exhibit A. 3. Grant of 70 Ranch. 70 Ranch grants the Board a thirty (30) foot wide non-exclusive easement for purposes of ingress, egress, and access on the Existing Roads located on the 70 Ranch's Surface Ownership as shown and described in Exhibit A. 4. Nature of Easements and Rights Granted. 4.1 Scope and Purpose. The scope of the reciprocal easements granted by and to each Party shall include: 4.1.1 an easement for vehicular and pedestrian access on, over and across the Existing Roadways as shown and described in Exhibit A including, without limitation, vehicles and equipment used in agricultural operations, oil and gas exploration, oil and gas development, and oil and gas production; 4.1.2 the right by an Owner to improve, expand, repair, replace, upgrade, and maintain Existing Roadways located within that Owner's Surface Ownership as shown and described in Exhibit A; 4.1.3 the right by an Owner to relocate Existing Roadways within that Owner's Surface Ownership so long as such relocation does unreasonably interfere with the access rights of the other Owner. 4.2 Easements Appurtenant. Each of the easements and rights granted or created herein is an appurtenance to the Owner's Surface Ownership, and none of the easements or rights described in this Agreement may be transferred, assigned or encumbered except as an appurtenance to such Surface Ownership. 4.3 Nature and Effect of Easements. All of the easements, covenants, restrictions and provisions contained in this Agreement: 4.3.1 are nonexclusive; 4.3.2 create equitable servitudes upon the properties in favor of the other property; 4.3.3 constitute reciprocal covenants running with the land; and 4.3.4 shall bind every Owner, Occupant, Permittee, or Person having any fee, leasehold or other interest in any portion of either property at any time or from time to time, to the extent that such portion is affected or bound by the easement, covenant, restriction, or provision in question, or to the extent that such easement, covenant, restriction or provision is to be performed on such portion. 2 4.4 Transfer of Title. The acceptance of any transfer or conveyance of title from any owner of all or any part of its interest in its property shall be deemed, without any further action by the grantor or the grantee,to: 4.4.1 require the grantee to agree not to use, occupy or allow any Owner, Occupant, Permittee, or Person of such property to use or occupy the property in any manner which would constitute a violation or breach of any of the easements and covenants contained herein; and 4.4.2 require the grantee to assume and agree to perform each and all of the obligations of the conveying party under this agreement with respect to all (or the applicable portion of) such property which will be conveyed; and 4.4.3 release the grantor from any obligations under this agreement to the extent the obligations are assumed by the grantee as provided in §4.4.2 above. 4.5 Successors. The obligations set forth in this Reciprocal Access Agreement shall be binding on any successors or assigns of the named parties. 5. Termination. This Agreement may be terminated only upon mutual written agreement by the Owners. The termination shall be recorded in the records of the Clerk and Recorder of Weld County, Colorado. 7. Maintenance, Insurance and Taxes. The Owners shall continue to be responsible for and pay or cause to be paid all maintenance, insurance and taxes, including, without limitation, real estate taxes and special assessments, applicable to their own respective properties, regardless of the easements and interests granted or created by this Agreement. 8. Roadway Condition and Maintenance. All Existing Roadways are accepted, and shall be used, on an "as is" basis. Neither Party shall have an obligation to maintain the condition of an Existing Road on their Surface Ownership to any standard beyond that of a rural dirt road. 9. Damage to Existing Roadways and Easement. Each Owner and its Occupants and Permittees shall use good faith efforts and care to avoid causing unreasonable damage to Existing Roadways. 10. Gates and Security. Owners may install locking gates on Existing Roadways located on their respective Surface Ownership. In such event, the Owner installing the gate shall immediately provide the other Owner an appropriate key, code, or combination for access and entry. 10. Liability Insurance. Each Owner shall maintain a policy of general liability insurance ("Liability Insurance") with adequate single and combined liability limits in force at all times, insuring all activities, conditions, operation and usage on or about either Owners' property which is burdened by an easement pursuant to this Agreement. Such Liability Insurance shall be issued by insurance companies with a reliable general policyholder's rating and financial rating and qualified to do business in Colorado. Each Owner shall, upon request of the other, provide evidence to the other Owner of Liability Insurance coverage in accordance with this section. The Board is self insured through the State of Colorado. 70 Ranch accepts that this insurance is adequate and satisfies the requirements of this section. The Board's liability is limited by the Colorado Governmental 3 A" Immunity Act and no term or condition of this Reciprocal Easement Agreement shall be construed or interpreted as a waiver of the Colorado Governmental Immunity Act as applicable now or hereafter amended. 11. Indemnification. 11.1 70 Ranch. The 70 Ranch hereby assumes any risk involved with its use of the Existing Roadways located on the Board's Surface Ownership, and does hereby release and indemnify the Board from any liability for loss, damage or injury incurred by the 70 Ranch, its Occupants or Permittees, arising out of the 70 Ranch's use of Existing Roadways on the Board's Surface Ownership. 11.2 Board. The Board hereby assumes any risk involved with its use of the Existing Roadways located on 70 Ranch's Surface Ownership, and does hereby release and discharge the 70 Ranch from any liability for loss, damage or injury incurred by the Board, its Occupants or Permittees, arising out of the Board's use of Existing Roadways on 70 Ranch's Surface Ownership. 12. Notices. All notices, requests, demands, and other communications hereunder shall be in writing and shall be delivered in person or sent by registered or certified mail, postage prepaid, commercial overnight courier with written verification of receipt. A notice shall be deemed given: (a) when delivered by personal delivery (as evidenced by the receipt); (b) two (2) business days after deposit in the mail if sent by registered or certified mail; or (c) one (1) business day after having been sent by commercial overnight courier (as evidenced by the written verification of receipt). Notices shall be addressed as set forth above, but any addressee may change its address by written notice in accordance herewith. 13. Pipelines, Structures and Facilities. This Easement shall not grant any rights related to the construction of any pipelines, structures or facilities except as expressly stated in this agreement. 14. Cure of Default. If either party, its successors or assigns, fails to perform its obligations hereunder, the non-defaulting party may deliver written notice of default. In the event, the defaulting party fails to begin to cure such default within thirty days after receipt of such notice or begins to cure but fails to reasonably and diligently continue such cure to completion, the non- defaulting party may perform, or cause to be performed, any reasonably necessary actions to cure or complete cure of the default. 15. General Provisions. 15.1 Entire Agreement. This Agreement (including attached Exhibit A) constitutes the entire agreement and understanding between the Parties with respect to the rights, roads, and rights- of-way contained herein and as shown and described in Exhibit A, and supersedes any prior agreement and understanding about the subject matter hereof. This Agreement may be modified or amended only by a written instrument executed by the parties hereto. 15.2 Headings. The subject headings of the sections and paragraphs of this Agreement are included for purposes of convenience only and shall not affect the construction or interpretation of any of its provisions. 4 �� 15.3 Severability. If any term or provision of this Agreement shall, to any extent, be held invalid or unenforceable, the remaining terms and provisions of this Agreement shall not be affected thereby, but each remaining term and provision shall be valid and enforced to the fullest extent permitted by law. 15.4 Waiver. No waiver of any breach of any of the easements, covenants and/or agreements herein contained shall be construed as, or constitute, a waiver of any other breach or a waiver, acquiescence in or consent to any further or succeeding breach of the same or any other covenant and/or agreement. 15.5 Successors and Assigns. Each covenant and condition contained in this Agreement shall inure to the benefit of and be binding on the parties to this Agreement and their respective heirs, executors, administrators, personal representatives, successors and assigns, except as otherwise provided herein. 15.6 Recording. A fully executed counterpart of this Reciprocal Easement Agreement shall be recorded in the Office of the County Recorder of Weld County, Colorado. 15.7 Capacity. The Parties represent that they have capacity and authority to enter into this Agreement and to consummate the transaction described herein without the joinder or consent of any other party. 15.8 Counterparts and Facsimile Signatures. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same Agreement. Signatures may be delivered by electronic or facsimile copy. Electronic and facsimile signatures shall be binding on the parties as if they were originals. 15.9 Venue. In the event of a dispute arising out of this Reciprocal Easement Agreement, venue shall be in the City and County of Denver. 16. Special Provisions. 16.1 Fund Availability. CRS §24-30-202(5.5). Financial obligations of the State payable after the current fiscal year are contingent upon funds for that purpose being appropriated, budgeted, and otherwise made available. 16.2 Governmental Immunity. No term or condition of this contract shall be construed or interpreted as a waiver, express or implied, of any of the immunities, rights, benefits, protections, or other provisions, of the Colorado Governmental Immunity Act, CRS §24-10-101 et seq., or the Federal Tort Claims Act, 28 U.S.C. §§1346(b) and 2671 et seq., as applicable now or hereafter amended. 16.3 Independent Contractor. 70 Ranch agrees and acknowledges that nothing in this contract shall make its agents or employees, agents or employees of the State. 70 Ranch shall not have authorization, express or implied, to bind the State to any agreement, liability or understanding. 16.4 Compliance with Law. The Parties shall strictly comply with all applicable federal and State laws, rules, and regulations in effect or hereafter established. 5 16.5 Choice of Law. Colorado law, and rules and regulations issued pursuant thereto, shall be applied in the interpretation, execution, and enforcement of this contract. Any provision included or incorporated herein by reference which conflicts with said laws, rules, and regulations shall be null and void. Any provision incorporated herein by reference which purports to negate this or any other Special Provision in whole or in part shall not be valid or enforceable or available in any action at law, whether by way of complaint, defense, or otherwise. Any provision rendered null and void by the operation of this provision shall not invalidate the remainder of this contract, to the extent capable of execution. 16.6 Binding Arbitration Prohibited. The State of Colorado does not agree to binding arbitration by any extra judicial body or person. 16.7 Employee Financial Interest/Conflict of Interest, CRS §24-18-201 and 24-50-507. The signatories aver that to their knowledge, no employee of the State has any personal or beneficial interest whatsoever in the service or property described in this contract. 17. Legal Counsel. THIS AGREEMENT IS A LEGAL INSTRUMENT. IF NOT UNDERSTOOD, LEGAL, TAX OR OTHER COUNSEL SHOULD BE CONSULTED BEFORE SIGNING. EACH PARTY HAS HAD THE OPPORTUNITY TO BE REPRESENTED BY COUNSEL TO EXPLAIN, AT THE TIME THIS AGREEMENT WAS MADE, THE CONSEQUENCES OF THIS AGREEMENT. THE PARTIES REPRESENT THAT THEY HAVE EITHER RETAINED LEGAL COUNSEL, OR HAVE DECLINED TO DO SO. [Signature Page Attached.] 6 7 IN WITNESS WHEREOF,this Agreement was executed as of the date first written above. BOARD: STATE O OLORADO cting by and through its STATE ARD OF COMMISSIONERS By: i liam E. , i ector STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER) f The foregoing instrument was acknowledged before me this P day of & , 2014 by William E. Ryan. Director of the STATE BOARD OF LAND COMMISSIONERS. Witness my hand and official seal. My commission expires I b, 1l 714 EDRIE A O8RIEN NOTARY [SEA STA PUBLIC ,G+'" TE OF COLORADO ��-i W WI��11, 6 Notary Public 70 RANC ,.L: C...H L. NAKIE: 70 ,L .0 Colorado Limited Liability Company APPROVED as to FORM By: Robert A Le bke, Manager ec w .Pw if STATE OF COLORADO ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this I 1.04± day ofCekbiar__, 201+ by Rpb.Lr4 it/in bit,....— . Witness my hand and official seal. My commission expires /0`24,-/1 WHITNEY B BARTELS [SEAL] NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20094031406 Lc �� Notary b is 7 lf . q \/fc____ ‘11 t It, \ - k \ ` - Exhibit A f` [ 11 08' e• . e CC) e • 10 \ i L. 14 1 l� ,� 1 15 17 16 ` 1 �: 1 ' ' 13 18 17 16 r 4 I { State Land Board's 1 23 Surface Ownership f a 5N 63W 5N 62W 22 = 19 20 21 23 24 19 20 21 70 Ranch[s Surface 22 Ownership 1 i - Existing Roadways/ _, , I ' Access Easements Township/Range .. ',,,,,-.,:-.- v.0._ \\_ „. —30 - , 28'_.-' 27 26 25 30 f 29 28 27 26 # Section + y 1, _ *, 4 'fit 1 r fil w '� I � 34 ' 35 , , 35 N, 1 - t _ , .. I 70I 14 1 lltilM \\ tillsil4-11 1 sow e•' e e - 03 loliir%.oN, ' i -� . 01 06 05 k04 03 02m'AillI II 9 * k: � _ - wlt _`I �+�, may,y �� + eF iy : y4. . iy r1111-1bi1K Iil_EMk_sI/afiwAtmhjvaiiltl,k,i5 ksiii,l s 4r _ 4N 63W ' �� i 0...' + i.S '` , - � , �' i •k 0 0.5 1 i . ,. �, _ �? 4N 62W � 'f Miles y \ K*+• r k:1 a r;y sr: CE CC) xe • �i � 07� 08 j09s ;'' . _ ti , -Y .6: l 'Ai " }' .. :, v * `. —.> - t'- -1,„, N.A. 11. - ,a: �1 LAND CO m �' ram - gm .. ! � . y 5 l 4, 4� -,f . 1 1 ee 4/1/2014 2014-State Land Board C11111 45 COLORADO Division of Reclamation, DNR Mining and Safety Department of Natural Resources August 12,2025 Jason VonLembke 70 Ranch,L.L.C. 8301 East Prentice Avenue, Suite 100 Greenwood Village, CO 80111 Re: Section 25 Sand Mine—File No.M-2025-015 70 Ranch,L.L.C. 112c Construction Materials Reclamation Application Dear Jason VonLembke: On August 12,2025 the Division of Reclamation,Mining and Safety concluded its review of the Construction Materials Reclamation Permit Application submitted to the Division on March 10, 2025. The decision reached by the Division is: Approve. The amount of financial warranty set by the Division for this operation is $767,410.00. You must submit a financial warranty in this amount and a performance warranty in order for us to issue a permit. In the event you have requested a financial warranty form,we will provide you with the applicable form. If you have not,please select a type of financial warranty from Rule 4.3, and then contact us so that we can provide you with the appropriate warranty form. We have enclosed a performance warranty form with this letter for your use. PLEASE NOTE THAT MINING OPERATIONS MAY NOT COMMENCE UNTIL A PERMIT HAS BEEN ISSUED BY THE DIVISION AFTER RECEIPT OF YOUR FINANCIAL AND PERFORMANCE WARRANTIES. A PERMIT CANNOT BE ISSUED UNTIL WE HAVE VERIFIED THE ADEQUACY OF YOUR FINANCIAL AND PERFORMANCE WARRANTIES. M-2025-015: Approved Surety and Acreage Reclamation Liability(Required Surety): $767,410.00 Approved Permit Acreage: 621.97 Approved Affected Acreage: 621.97 If you have any questions,please contact me by telephone at(720) 665-0836,or by email at Patrick.lennberg@state.co.us Sincerely, /144{4— Physical Address: 1313 Sherman Street,Room 215,Denver,CO 80203 P 303.866.3567 F 303.832.8106 I i''t°` Mailing Address: DRMS Room 215, 1001 E 62nd Ave,Denver,CO 80216 https://drms.colorado.gov * *,F Jared S. Polis,Governor f Dan Gihbs,Executive Director I Michael A.Cunningham, Director *+,$ *'� Patrick Lennberg Environmental Protection Specialist cc: Kyle Regan COLORADO CO Divisionof Reclamation, DNR Mining and Safety Department of Natural Resources PERFORMANCE WARRANTY Permittee/Operator: 70 Ranch,L.L.C. Operation known as: Section 25 Sand Mine Permit Number: M-2025-015 This form is approved by the Colorado Mined Land Reclamation Board("Board")pursuant to C.R.S. 34-32-117 of the Colorado Mined Land Reclamation Act and C.R.S. 34-32.5-117 of the Colorado Land Reclamation Act for the Extraction of Construction Materials. All parties are on Notice from this Document that: The above listed Operator provides this warranty to the Board in conjunction with a reclamation Permit to conduct the above described mining operation on certain lands in Colorado. The"Affected Lands"are described in the above listed reclamation Permit, and include any Permit Amendment(s) approved by the Division of Reclamation Mining and Safety("Division"). The Colorado Mined Land Reclamation Act,C.R.S. 34-32-101 et seq. ("Hard Rock Act"), and the Colorado Land Reclamation Act for the Extraction of Construction Materials, C.R.S. 34-32.5-101 et seq. ("Construction Materials Act"),both require a permit issued by the Board to include a written promise by the Operator to comply with all requirements of the Hard Rock and Construction Materials Acts(referred to herein together as"Acts"). Through the terms and conditions of this performance warranty and Permit,the Operator agrees to be bound by all requirements of the Acts and all Mineral Rules and Regulations of the Board for Hard Rock,Metal, and Designated Mining Operations (2 C.C.R.407-1)and all Mineral Rules and Regulations of the Board for the Extraction of Construction Materials(2 C.C.R. 407-4)(referred to herein together as"Rules"). The Operator hereby provides the Board warranties of performance pursuant to C.R.S. 34-32-117(2), (3), and(4)/C.R.S. 34-32.5-117(2), (3), and(4), and promises the Board it will comply with all applicable requirements of the Acts and Rules. The Operator hereby promises the Board it will comply with all of the terms of the reclamation Permit, including any Permit Amendment(s)approved by the Division. This performance warranty obligation of the Operator shall continue until the Operator's liability is released by the Board. The Operator promises to be responsible for reclamation costs up to the amount established by the Board and incorporates its financial warranty to this performance warranty. The Operator agrees to maintain a financial warranty(or warranties)in good standing for the reclamation costs for the entire life of the Permit. The amount of the financial warranty shall be sufficient to assure the completion of reclamation of affected lands if the Division has to complete such reclamation due to forfeiture. If the Board determines the Operator is in default under this performance warranty and the Operator fails to cure such default,the Operator's financial warranty shall be subject to forfeiture pursuant to C.R.S. 34-32-118/34-32.5-118. This performance warranty by the Operator is perpetual and shall remain in full force and effect until all obligations have been met and all associated financial warranty is released by the Board. Any release of liability in a succession of Operators shall comply with C.R.S. 34-32-119/34-32.5-119. The provisions hereof shall bind and inure to the benefit of the parties hereto and their successors and assigns. SIGNED, SEALED AND DATED this day of (date) (month) (year) Operator: 70 Ranch,L.L.C. Signature: Name: Title: NOTARIZATION OF OPERATOR'S ACKNOWLEDGEMENT STATE OF ) ) ss. COUNTY OF ) The foregoing instrument was day acknowledged before me this of (date) (month) (year) by: as of 70 Ranch,L.L.C. (name) (title) (Operator) Notary Public: My Commission Expires APPROVED: State of Colorado Mined Land Reclamation Board Division of Reclamation,Mining and Safety Date By: Michael A. Executed: Cunningham Division Director STATE OF COLORADO DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources 1313 Sherman St.,Room 215 Denver,Colorado 80203 C O L O RA D O DIVISION OF Phone:(303)866-3567 RECLAMATION FAX:(303)832-8106 MINING -&- SAFETY CONSTRUCTION MATERIALS REGULAR(112)OPERATION RECLAMATION PERMIT APPLICATION FORM CHECK ONE: There is a File Number Already Assigned to this Operation Permit# M - - (Please reference the file number currently assigned to this operation) 0 New Application(Rule 1.4.5) Amendment Application(Rule 1.10) ® Conversion Application(Rule 1.11) Permit# M - - - (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1)the application form;(2)Exhibits A-S,Addendum 1,any sections of Exhibit 6.5(Geotechnical Stability Exhibit;and(3)the application fee. When you submit your application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed application form,two(2)copies of Exhibits A-S,Addendum 1,appropriate sections of 6.5(Geotechnical Stability Exhibit,and a check for the application fee described under Section(4)below. Exhibits should NOT be bound or in a 3-ring binder;maps should be folded to 8 1/2"X 11"or 8 1/2"X 14"size. To expedite processing,please provide the information in the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly,in the space provided,ALL information requested below. 1. Applicant/operator or company name(name to be used on permit): 70 RANCH, L.L.C. 1.1 Type of organization(corporation,partnership,etc.): LLC 2. Operation name(pit,mine or site name): Section 25 Sand Mine 3. Permitted acreage(new or existing site): 640 permitted acres 3.1 Change in acreage(+) 640 acres 3.2 Total acreage in Permit area 640 acres 4. Fees: 4.1 New Application $2,696.00 application fee 4.2 New Quarry Application $3,342.00 quarry application 4.4 Amendment Fee $2,229.00 amendment fee 4.5 Conversion to 112 operation(set by statute) $2,696.00 conversion fee 5. Primary commoditie(s)to be mined: sand 5.1 Incidental commoditie(s)to be mined: 1. N/A - lbs/Tons/yr 2._ / lbs/Tons/yr 3. / lbs/Tons/yr 4. / lbs/Tons/yr 5. / lbs/Tons/yr 5.2 Anticipated end use of primary commoditie(s)to be mined: oil and gas production proppant 5.3 Anticipated end use of incidental commoditie(s)to be mined: -2- 6. Name of owner of subsurface rights of affected land: 70 RANCH, L.L.C. If 2 or more owners, "refer to Exhibit 0". 7. Name of owner of surface of affected land: 70 RANCH, L.L.C. 8. Type of mining operation: El Surface Underground 9. Location Information: The center of the area where the majority of mining will occur: COUNTY: Weld PRINCIPAL MERIDIAN(check one): ra 6th(Colorado) El 10th(New Mexico) ® Ute SECTION(write number): S 25 TOWNSHIP(write number and check direction): T 5 Pi J North TISouth RANGE(write number and check direction): R 63 East West QUARTER SECTION(check one): 1=1 NE EN [1 E SW QUARTER/QUARTER SECTION(check one): ® NE ®NW ' „SE SW GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation): 9 miles east of Kersey, elevation 4,550' 10. Primary Mine Entrance Location(report in either Latitude/Longitude OR UTM): Latitude/Longitude: Example: (N) 39° 44' 12.98" (W) 104° 59' 3.87" Latitude(N): deg 40 min 22 sec 39. 31 (2 decimal places) Longitude(W): deg 104 min 23 sec 3 50 (2 decimal places) OR Example: (N) 39.73691° (W) -104.98449° Latitude(N) (5 decimal places) Longitude(W) (5 decimal places) OR Universal Tranverse Mercator(UTM) Example: 201336.3 E NAD27 Zone 13 4398351.2 N UTM Datum(specify NAD27,NAD83 or WGS 84) Nad 83 Zone 13 Easting Northing -3 - 11. Correspondence Information: APPLICANT/OPERATOR (name,address,and phone of name to be used on permit) Contact's Name: Jamonvd r> ike Title: Vice President 70 RANCH, L.L.C. Company Name: Street/P.O.Box: 8301 East Prentice Avenue, Suite 100 P.O.Box: City: Greenwood Village State: CO Zip Code: 80111 Telephone Number: (720 )_ 292-3813 Fax Number: ( )- PERMITTING CONTACT (if different from applicant/operator above) Contact's Name: Kyle Regan Title: Geologist Company Name: Civil Resources, LLC Street/P.O.Box: 8308 Colorado Blvd#200 P.O. Box: City: Firestone State: CO Zip Code: 80504 Telephone Number: (303 )_ 833-1416 Ext 10 Fax Number: ( )- INSPECTION CONTACT Contact's Name: Jason Von Lembke Title: Vice President 70 RANCH, L.L.C. Company Name: Street/P.O.Box: 8301 East Prentice Avenue, Suite 100 P.O.Box: City: Greenwood Village State: CO Zip Code: 80111 Telephone Number: (720 )_ 292-3813 Fax Number: ( )- CC: STATE OR FEDERAL LANDOWNER(if any) Agency: Street: City: State: Zip Code: Telephone Number: ( )- CC: STATE OR FEDERAL LANDOWNER(if any) Agency: Street: City: State: Zip Code: Telephone Number: ( )- -4- 12. Primar future(Post-mining)land use(check one):y.i Cropland(CR) _D Pastureland(PL) _0 General Agriculture(GA) Rangeland(RL) ® Forestry(FR) BWildlife Habitat(WL) F Residential(RS) ❑ Recreation(RC) Industrial/Commercial(IC) Developed Water Resources(WR) E Solid Waste Disposal(WD) 13. Primary present land use(check one: El Cropland(CR) ` Pastureland(PL) l 1 General Agriculture(GA) Rangeland(RL) U Forestry(FR) [1 Wildlife Habitat(WL) Residential(RS)IR Recreation(RC) 1-1 Industrial/Commercial(IC) Developed Water Resources(WR) 14. Method of Mining: Briefly explain mining method(e.g.truck/shovel): Scrapers, Excavators, Loaders 15. On Site Processing: ril Crushing/Screening 13.1 Briefly explain mining method(e.g.truck/shovel): Screen List any designated chemicals or acid-producing materials to be used or stored within permit area: Diesel, Lubricants 16. Description of Amendment or Conversion: If you are amending or converting an existing operation,provide a brief narrative describing the proposed change(s). -5- Maps and Exhibits: Two(2)complete,unbound application packages must be submitted. One complete application package consists of a signed application form and the set of maps and exhibits referenced below as Exhibits A-S,Addendum 1,and the Geotechnical Stability Exhibit. Each exhibit within the application must be presented as a separate section. Begin each exhibit on a new page. Pages should be numbered consecutively for ease of reference. If separate documents are used as appendices,please reference these by name in the exhibit. With each of the two (2) signed application forms, you must submit a corresponding set of the maps and exhibits as described in the following references to Rule 6.4,6.5,and 1.6.2(1)(b): EXHIBIT A Legal Description EXHIBIT B Index Map EXHIBIT C Pre-Mining and Mining Plan Map(s)of Affected Lands EXHIBIT D Mining Plan EXHIBIT E Reclamation Plan EXHIBIT F Reclamation Plan Map EXHIBIT G Water Information EXHIBIT H Wildlife Information EXHIBIT I Soils Information EXHIBIT J Vegetation Information EXHIBIT K Climate Information EXHIBIT L Reclamation Costs EXHIBIT M Other Permits and Licenses EXHIBIT N Source of Legal Right-To-Enter EXHIBIT 0 Owners of Record of Affected Land(Surface Area)and Owners of Substance to be Mined EXHIBIT P Municipalities Within Two Miles EXHIBIT Q Proof of Mailing of Notices to County Commissioners and Conservation District EXHIBIT R Proof of Filing with County Clerk or Recorder EXHIBIT S Permanent Man-Made Structures Rule 1.6.2(1)(b) ADDENDUM 1 -Notice Requirements(sample enclosed) Rule 6.5 Geotechnical Stability Exhibit(any required sections) The instructions for preparing Exhibits A-S,Addendum 1,and Geotechnical Stability Exhibit are specified under Rule 6.4 and 6.5 and Rule 1.6.2(1)(b)of the Rules and Regulations. If you have any questions on preparing the Exhibits or content of the information required, or would like to schedule a pre-application meeting you may contact the Office at 303-866-3567. Responsibilities as a Permittee: Upon application approval and permit issuance,this application becomes a legally binding document. Therefore,there are a number of important requirements which you,as a permittee, should fully understand. These requirements are listed below. Please read and initial each requirement,in the space provided,to acknowledge that you understand your obligations. If you do not understand these obligations then please contact this Office for a full explanation. 1. Your obligation to reclaim the site is not limited to the amount of the financial warranty. You assume legal liability for all reasonable expenses which the Board or the Office may incur to reclaim the affected lands associated with your mining operation in the event your permit is revoked and financial warranty is forfeited; Y " 2. The Board may suspend or revoke this permit, or assess a civil penalty, upon a finding that the permittee violated the terms or conditions of this permit, the Act, the Mineral Rules and Regulations, or that information ,� contained in the application or your permit misrepresent important material facts; 14// 3. If your mining and reclamation operations affect areas beyond the boundaries of an approved permit boundary, substantial civil penalties,to you as permittee can result; 4. Any modification to the approved mining and reclamation plan from those described in your approved r� application requires you to submit a permit modification and obtain approval from the Board or Office; U It is your responsibility to notify the Office of any changes in your address or phone number; 6. Upon permit issuance and prior to beginning on-site mining activity,you must post a sign at the entrance of the mine site, which shall be clearly visible from the access road, with the following information(Rule 3.1.12): a. the name of the operator; b. a statement that a reclamation permit for the operation has been issued by the Colorado Mined Land Reclamation Board; and, c. the permit number. 7. The boundaries of the permit boundary area must be marked by monuments or other markers that are clearly visible and adequate to delineate such boundaries prior to site disturbance. ill/ 8. It is a provision of this permit that the operations will be conducted in accordance with the terms and conditions listed in your application,as well as with the provisions of the Act and the Construction Material Rules and Regulations in effect at the time the permit is issued. 04/ 9. Annually,on the anniversary date of permit issuance,you must submit an annual fee as specified by Statute, and an annual report which includes a map describing the acreage affected and the acreage reclaimed to date(if there are changes from the previous year), any monitoring required by the Reclamation Plan to be submitted annually on the anniversary date of the permit approval. Annual fees are for the previous year a permit is held. For example,a permit with the anniversary date of July 1, 1995,the annual fee is for the period of July 1, 1994 through June 30, 1995. Failure to submit your annual fee and report by the permit anniversary date may result in a civil penalty, revocation of your permit, and forfeiture of your financial warranty. It is your responsibility, as the permittee,to continue to pay your annual fee to the Office until the Board releases you from your total reclamation responsibility. N/A 10. For joint venture/partnership operators: the signing representative is authorized to sign this document and a power of attorney (provided by the partner(s)) authorizing the signature of the representative is attached to this application. - 8 - Certification: As an authorized representative of the applicant, I hereby certify that the operation described has met the minimum requirements of the following terms and conditions: 1. To the best of my knowledge,all significant,valuable and permanent man-made structure(s)in existence at the time this application is filed,and located within 200 feet of the proposed affected area have been identified in this application (Section 34-32.5-115(4)(e), C.R.S.). 2. No mining operation will be located on lands where such operations are prohibited by law (Section 34-32.5-115(4)(f), C.R.S.; 3. As the applicant/operator,I do not have any extraction/exploration operations in the State of Colorado currently in violation of the provisions of the Colorado Land Reclamation Act for the Extraction of Construction Materials (Section 34-32.5-120, C.R.S.)as determined through a Board finding. 4. I understand that statements in the application are being made under penalty of perjury and that false statements made herein are punishable as a Class 1 misdemeanor pursuant to Section 18-8-503, C.R.S. This form has been approved by the Mined Land Reclamation Board pursuant to section 34-32.5-112,C.R.S.,of the Colorado Land Reclamation Act for the Extraction of Construction Materials. Any alteration or modification of this form shall result in voiding any permit issued on the altered or modified form and subject the operator to cease and desist orders and civil penalties for operating without a permit pursuant to section 34-32.5-123, C.R.S. Signed and dated this day of , 2025 70 Ranch, L.L.C. If Corporation Attest(Seal) Applica perator or Compan Signed: —/ Signed: Robert A. Len clef) lt' Corporate Secretary or Equivalent Title: Manager Town/City/County Clerk State of C 0101041.) ) ) ss. County of f Irarhoe ) The foregoing instrument was acknowledged before me this /4/1— day of F1A014/1 2025, by Robert A. Lembke as Manager of 70 Ranch,L.L.C. MARY BATES 4)7777 NOTARY PUBLIC Notar Public STATE OF COLORADO NOTARY ID 20204035076 MY COMMISSION EXPIRES 1010812028 My Commission expires: l0/8/28 SIGNATURES MUST BE IN BLUE INK You must post sufficient Notices at the location of the proposed mine site to clearly identify the site as the location of a EXHIBIT A— LEGAL DESCRIPTION This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.1 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: LEGAL DESCRIPTION A PARCEL OF LAND BEING THE SECTION 25, TOWNSHIP 5 NORTH, RANGE 63 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO SAID PARCEL CONTAINS 640 ACRES (PLUS OR MINUS). MINING PERMIT BOUNDARY Mining Permit Boundary is set at the parcel boundary and includes the whole of Section 25. MINING ENTRANCE UTM Datum NAD 1983 Zone 13 North LAT: 40°22'39.31"N LONG: 104°23'3.50"W 70 Ranch—Section 25 Sand Mine—MLRB 112 Permit Amendment Application Exhibit A- 1 a Q R _-- ✓ P • 111 ; 1.A 7 r , . .tic- • • �� r •. c 1 CII F i�., e • n ' Y ,� .k c 1 •: �� k 11 # \ . 1-:frL , tii 1 f r r SITE ACCESS �'' t� $ LAT 40.2239.77"N r Olt a �� , ti LONG: 70425'85"N i.I 4. LA Pikl"--: - l: 5 -. . r \ 4 '` r _ .1. i f. I Iw PERM/T/AFFECTED ' LAND BOUNDARY II — _ {, 1 rt y •r 1 Yi' • •�'• GP NORTH q�3g 3 .o `e '" RZVERSZ�E m m s ,N IN i l A ' \ }.\ 70 RANCH LLC. - `""" - \ • \ SECTION 25 SAND MINE w - • "\ DATE: EXHIBIT: � INDEX MAP •( March 2025 B 4. / /v / —=11 PARCEL: 096524100003 \ I \ \ 1 \\ i PARCEL: 096719100003 'y S LEGEND • 096523100003 OWNER: 70 RANCH LLC \ \ l \ I r-- PARCEL: OWNER: 70 RANCH LLC • MAILING ADDRESS: \ 1 i MAILING ADDRESS: OWNER: 70 RANCH LLC OwN V / 8301 E PRENTICE AVE. #100 �- /�U/Lv/NG AND TANK BATTERIES �" � % ' " / ��//� 8301 E PRENTICE AVE. #120 MAILING ADDRESS: GREENWOOD VILLAGE, CO A 1 N / // GREENWOOD VILLAGE, CO PROPOSED PERMIT BOUNDARY C. -D 8301E PRENTICE AVE. #120 ER.' NGL ENERGY PARTNERS 80111 2904 80111 2904 4) i GREENWOOD VILLAGE, CO \ ADORESS0- 865 NORTH ABLION S/RLL/ Su/TE 500 0 - - - - - \- DENVER" CO 80220 - - HO - -HO HO- - HO - \ /{ ... - SLURRY WALL ALIGNMENT 801112904 _ - - - - - - _ �' /� CIVIL RES '� URCES — \ - - � � � — y r y — HO HO HO HO- \/ �,, SOIL TYPE \ C \ O�L wECL: 70 \ANC� XBB 25 96 7HN ( \\\ � �// // � \ \ J 1 \\ 1 / / / \ \ \\ \ \ � J \ \ / / ( I \ \ \ \ HO HO I \ \ # I \ \\ / / / r \ l ) I I I / \ I \1 5740 PROPOSED MAJOR CONTOUR 323 5th STREET l o 0 1 I \ \ - �w�vLR NOBLE) EN\cY, /N� l \ / // / \ 1 \ 1 / \ 1 / \ 1 / \\\ \ 1 1 NE CORNER y �H s�Aus� LUGc�EO ND\ABA DONED l ) \ I V y / — / y I J I 1 \ v I I ( \ P.O. Box 680 ( 1 A / / _ A / A \ \ \ l / I I I / I \ / —v v� \ / LAT. 4022'38.57"N V I ( I 1 I _ \ \ �- , _ \ J \ ) \ I �� - - 1 I/ONG: 7042230. 79'1 � \ \ \ - PROPOSED MINOR CONTOUR FREDERICK, CO 80530 J\i I (9/L wEL�: �b RANCH us r BB j2566 N i , \ / \ } \ I I 1 \ �� / \\\ / 1 . I \ \ \ \ \\ 303.833.1416 — N,, coRNER I b L I w v p OWNER. NOB E (VER Y" /C l 1 LAP 402259.08"/V - _ I \ / \ \SYATUS I PL 4GED AN ANAN \ELF I r \ \ / \ ` '__ I \ 1 \ J� �� \\` / / I \ \ \ \ EXISTING BARBED WIRE FENCE 'PLUGGED D \ \ A BARBED WIRE FENCE. \ \ \ (NI \ C \ \ WWW.CIVILRESOURCES.COM N LONG: 7042338.66"w �,� I / S \ VA L ( \ \ \ \ E � \ / � / A'I I�, ESS P0/NTv r�� I / ) I A v � � \ N / V y � /� \ \ / / _ ` / / -• ALONG SECT/ON L/NE/N\ \ \ \\ \ ` i I \ I , > • _ zQ/L\ WELL: 7b AN H USX BB /25/04\ \ \ / / \ / \ / \\ 1 C47�\ 4022,59.37 \ \� PERM/T BOUNDARY \ I \ \ \ i \ \ 1 I �_ A0 DER: \ \E ERGY, 1NC \ V A / V / / L r / V \\ a (LONA 70423350"1N \ U / / ID/P,;RD BY APPLICANT \ \\\ / \\ \ /N /� / �� \ _ ■0RHDC / J _ rV / T( DONED \ V / / I A � -,� \IIIv , , I -v J / / SOILS LEGEND . ,V ( IA I vv / / I / 11 / v vvvv\\\ I ) yv - I ) I /v� yy � �/ I 1 / - - 1 v yvvv 1 / vv / v �� 1-:_---\ vv v \ \ v / // I v vvvv / / I/N 1 - �v I v\ vI - v I I v I yv / / \ N y` \ y o I \ \ \\ I/ /� \ 0 VALENT SAND 0 3 /o SLOPES I \ V r v / // / 1 v c o 'WELD A R \HuSX B , 25 99 / JJJ ( \ D A v \ / V A \ \ \ / WNERHNOB�P E E(RGY IN / I i� - I / I // 1 \ 1 ( \ � A \ I \ \ i 1 \ I \ / / / I f \ \ �\ \ O 3-9% ' o I \ / l \ \L\ D A\ABA D NEo \ ////� / v \ c� o1 \ \ v I A \ . / / / I -\ ( \ \ I V A 1\ \V \ (� r \\ VALENT SANDS SLOPES �� I 1 /61 \ \ V � - �,� . - / G6 � A / I ( 1 N 22 I � 1��/ f V 1 V 21 � \ J \ \\ I / ( V \ \ / g5 / V \ \ \ III / ( 70 RANCH LLC. \ _ - - - / y N \ \ \ l I I \ �r \ \ V A \ \ �� \ \ \ Q, / V \ \\ - -' / I \ \ 1 8301 EAST PRENTICE AVE. SUITE 120 Co:\ ) -� A I \ I I / / \ / \ ) - VA\ V \ / \ V o \ ) �'oo-/ � � \ \ \ y A \ - � GREENWOOD VILLAGE, CO 80111 iV I( - -- A \ r - AA�v I / 1 / / l \ VGA V A , \ \ V os � �•� \ \ \\ � i � A A 1 I \ r I J \ \ / I r ( ( ( \ n \\ ° 303.659.5000 o r �/ I I I / I \ ` \ \ \ m \ �� l f v \ \ \ \ 1 1 \v I (p) / \ Q�� V��\ o \ VA V�____ \ I CONTACT: JASON VONLEMBKE , � I� I r � I iy � � I III II \ \ V I / 1 J v v \ - ) I \ I V <y / / / / I I I AA�J \ 1 w I / 1 A I 1 \ o i y A d4 , o A VAA , � - � v / - ,\ - - \ 1 \ \ \ \ \ \ C �`) i' �� 6s C\ I \ I \ \ ti o \\ '\ \�� \ ��/_ � 1� I I I \ _ — I 6 6\�y I V � / A �� - \ VA \ I A A\ — — \ n \ \ - ��, 1 A I I 1 I A A \ BARBED W/PE FENCE \ I 1 -N �o 6 - r v c XCEL OVERHEAD ELECTRIC f I A ) A A > v / > V N V A A \\ ALONG SECTION LINE/ N I I � ' \ 1 \V I A I v \ \ v I I \ \ � '! I \ / v \ �\ \ PEPN/T BOUNDARY �'U I \ I / 1 1 \ \ \ \ r 1 0 N \1 l - \ \ / v A A \ I A \y I I \ I / v % �7 1 / 1 \ I / �, H // v v 1 - / A / �\ V A 1 (OWNED BY APPLICANT \ 1 / v \\ v J l Y I \V I �� ( \ I �1 vv — � � ��' z // � � \ j E\ �° / / r � / y ///_ \ III \ 1 ( / � � \\\ // \\ 1 A V �� \ I I \ \ 1\� � \ /i AI \, 11 1 v I �I v / �� / \ i '\�/ II I l v ` A ` \�� I 1 r-V) 1 r i < v vv c � — ,bs 11 II rl �/ � y- —�� I �� lull 1 � \v`V\ \ \ r � _- Av (�� < \\VA\ / ' ( i A / \ 1 1 I \ V \ \ 1 1 1 \ \ \ ( C� 1 \ 0 / I N A \ \1 \ � /� \ I �) /�� I I I A rvv ) \ 1 \ / v � \ �/ I \ IVA y III II 0 -_ — �— � I vv AV A \ (� v I v A V A / \ v � \ 1 / \ / I I \ V I \�� A V A v \ I \I A 1 \ ��yA/ I N \ III// Ln I J n1 \ \ ) \ \ `o I V A 1 / ( / y\V A� / ) A \ \ ^ - 1 I \ I �/L WELL: 70 RANCH \X BB \5-99Hz \ V I 1 \ v / \ v\\\ / N Q U- \ J = I \ \ \ I \ \ 1 \ \ \ NER. NOBLE ENERGY" \ N i \ \ cC __ - � _ ( � \ \ \ \ \ ) ( / \ \ � � / / / \ \ \ _\ I I \ \ \ rus PLucGEO AND AeDONED \ I \ � \ I I I i/��✓ I I \ \ \\\\ -\ y ` _ \ l? II \\ / 1 /1 \I j/\ ( \ \ I�� — /�\ I \ I \� 5 1 \ v — OVA v I II _ � ) \ \ I a A I C VA v � � /�� 5 \ \ \ \a 1 �I \ CE 1 ) \ v 1 A \ vV \ V 1 l \ \ , ) / _ _N / 0 r - /Ir- 1 / 1 V \ /�o/ 7V I A \\ V� I I I l A V PARCEL: 096525100005 I \ I \ V / / V I V V A I I I A V ( / / \ U PARCEL 096523100001 ( oV� I \ V/ A �� A ( \ I / V OWNER: 70 RANCH LLC j� 2 52 �/ A \ I 7 A A I / I /� A / / / �/ U I \ _ \ 1 A ��\VA I / / / v i I AFFECTED AREA =�621.97 ACRES Y l / I 1 V (\ ( ( \ N A A \\ 1 I / \ 1 \V 7 V A / r / / H OWNER: STATE OF COLORADO / p �456 I J / I / J ( \ A .`�� z I 1 s \ \ 1A VA\ I I / / / ( \11 v\ y j� // A \/ I l ( / U � V \ I \� \ I / \ / / 1 \\ ( (� Z MAILING ADDRESS: c / J / 1 \ _ \ \ / 1127N SHERMAN ST. I /� 1 \A IAA ) III / / / I I \ IC� III ( / / //� �I ( \ A \ \ STE300 A I _ � V A J V I 11 ' L ' / J A \ \� A � 1� \\V A\ �V / I (I /� � ��\�� DENVER, CO 80203-2398 ) A N // \ L ( I / / \/V \\\\�� \� / / / ( V A ' A\ \ ) - \ \ \ \ / \ V I / - �) V A\� I I 1 / \ \ Cl /TAS RESOURCES I I ��/ \ / \ / \ \\ ( I \ILAYDowN YARDAND / � � � > � �/ // 1 C 1 � I , If 7 \ \ \ \ \ � - \ \ a / \ I \ / � \\ y y_,� V FENCE i" � � All( I�/ � �� w�11I I 1lII ( \ �y�� // N �� V A NA v v v \vl \ 7 � 7 A I • A I / \ Q U \ z - A / / \\ \ \\V 1 \ V / f , -- -- A \ PARCEL. 096730100001 0 _ / \ \ U \\ / \\ J \ N / \ - I / I/ \ BARBED wIRE FENCE / -// // \ \ (\ / ( I J 1 I ) \ \ \r / J I / 1 \� I\ \ \ \ / I / \ \ - - - - - JI / \ \ \ MAILING ADDRESS: \ \ / / \ / \ ) \ 1 OWNER: STATE OF COLORADO O �� • _ / / I\ I , � v Ay v1A < < / / / \\y \ II f I I v- A A \ r i / / r� - - - - _ - - A �V 1 \ ALONG SECTION LINE / u\ 9 - I PERMIT BOUNDARY I "r' / I I I ( ( I \\ \ J / \I \\\ \\ 1 \ T I f o \ / 1 r _ \ 1 1127 N SHERMAN ST. \ I�I.I a. ^ / I I �� \ / \ ( I \ 1 N / / I II r _ \ � I1 \ � STE300 ( �I ', 200.0' I I _ (OWED BY APPLICANT) \ I D I \ " / ,, - _-, I -- - \ \ \\ \ I 1 \ \ \ \ �, N/ / I \� / \ 1 / I I L \ \ A A V / / II / - �1 1A / ) DENVER, CO 80203 2398< < - I I l / l I ( I \ I I \ \ \\ / 1� y / ) ( ) ( \ vv / / II / VA��\ 1 / �/ / I_. A v v y v v / ) / / / v 10 n i , v — ( ) _\�� // v ( � I v vvv / III vo v / ( r v v vvv III v / ' � 1 y // \Illy I I �\ y v � v v y I II I\v v — N v ` r / v I I I v v v 1 / III vv I v • • z vv v vv \vim //)/ I -Ir \ \ ry v _ / J Vv \ r A \ V ( \`\ I �Xl A\ ( \ ) ( � v \ ` ( 1 / v� v � / ^ \ I 1 l �f 1\ V � � � � l ( \AI I IIV J \\ I I i ) yv v vyV I III VA \ 1 i - r I 1 V A AN1 \ \ / / \ \ \// )//___ .1 /( 6 / I \ 1 1 / � / 1 II 1 /\ \ \\\ ( 1111 \ \ � \ \ \ - �\ � � 1_ \ V\ v\ \ vv \ A I / 1y/ v \ \ ( / /f II \ ( I ( I 1 � � � / I ( � V 11 \ / " \ I1 1\ / ) VA III( \ V ( \ VA \ �� I nl 11 I 1 \ 1 \ \ \ I I // � / \ \\\ JII I \ \ III I \ \ I I - � i \�� \ \\� \ / / /2 1 - - I \\ - { \ \ ( \\ 11 f p \ l - 1 / l \\V / / f ( \ \ _ - \. . „ , // ) I I ; i J I I \ o / / / V v N. \ v / 1 _ I ) v 1�� 1 // / ) — _ _ _ - _ 1 v --- REVISIONS _ _) ( ( ( \,( \N/ 7, /.. / \ \\\__ z_„\\,,,_, , , „ , � � _ 01 \ - \r / I \� �/ �\ \ \ � \1 \\4 \ / 1 I I\ \'� / � f\�\ � ) \✓ ( /l I \�/�/� \ ( � I \ � � - - _ \\ \ \ ~ \ NO. DESCRIPTION DATE ) _,, , _,\ \ ,) , ) , „\\\\\\, , , 1200" BUFFER . A V�,) K \ v v r--- / / / ) v ) / i'') y I r v ) I v / / v — - _ v v 21 ------ --' "It /-. ----- - 1 ( ' ) 14.416 / _ _ __ ___ ___ , ,„„,77 \ \ _ ---- , _ ..„,, _____.\ \c , r,,,,, ._ / ._, , ,,,\,, , \ \ �� I _ � � \ ) VUV \ N\JN// \ V7\ - � A \ J� 1 v � I1 (//� � � I44 \ 7 ) i I \ / I l � \ - / 111 ) A vV v � � v v_ 5 r - ( � y v N / l r � -�/ \ \ v v v l l I ;, I l J \ \ / \ice\\ - � I ` \ l I \ \\ - \ \ I I r \ \ \ \ \ I I \ \ \ \ (� I \ \ \ / \ — I \ f I S \ / — \ \ J \ y / s v � � — J 1/ � � � vA v ) V � � — / I \ \ \ \� � A V v\ ' v / ✓ RR,- � '� v L \ I - � I' 9f I I I 1 1 � - 1 v / \ -- -4( - ,• , ._ \ \ , \N ___ _ / \....?„, 1) ._i ) ,N-__-"-____ , 21 / - 4 L7 ) , )/ / )u\ - - ---»/ / \\ \\ \,- N ---_ ___ __- _,, , \ -- .,-- , , . ,, , , , .,) . , ,.., ,, ----.....--, -,--0 ,0 ,,, c - H - - I 1 i I \ \ v//// II III/ ) \ \I /�� - / / \\ v___< , ) \- ---__- \ 11 , - --1 / v ( ) v \ iiii 2 --,-,-,-5 , -4- ) L,H \ \ \ / 7 \ I \ --, / / o/ E I - \ A v VAN A' \VA\\V\ — ///// v \ IN \ is8o ±' _ W a \ 6 AC \V \ V I \ \I / \\VA I// / V A r coo �s \V \ \\\ /// / �� I IA \ r / ,n own �� ,: A v \ \ V \� / I V A \ I A \ \ \ I ) — V A �, - y \ \�I� 1 / ( - - 1 \-1\\�\v /I ( \� �/ �\1 ��\ �/� I 1 o „ ��,�o/1� � ��- vV I y v \ \ � (---r___-- \ Al \ V A V I V A �I v vIII � � r � , v > \ \ V � ' � v v \V \ \\ \ v \\ v I ( \ \ y % v A I I / I 1 �; I ( , / v� / 1I / � J \ V I v - �11 v 1 \ // \ vvv- / / v 0y�� 5� 'ssu�'s yty Ail / \ � � v lv \ o \ I \ � 1 Iv AAA) \ A VA \ �/ // \ -�) ( \ Vv� \ 1I l l _ / I o ��-_ � A � -� �� a ),k 0 ),0----,- \\ I ( \ V A \ \A / \ , / � J 1 I r\ V � _/ \ \ ., / / v - - \ I I I r J / \ \ — \ \ C \ s C j L — — \ \ 1 I \ r o \ I I / \ \ I \ \ \ 7U7 r ) DESIGNEDBY: KSR, IVv • � \ II (� \ v I / / A vA t A / / ) 0 / S v \\ �� \\\ J)) I) / /� \�\ \ \ \ \ \ \\\ / \ 1 \ �\ ( ( \\ \ \ - / DRAWN BY: KSR SCALERS NOTED A I-/ �- ) / \ I I I I I ( 1\\ \1\ \ ��o s /,o a' - 1 / / A 1 ( \ \ ) 7- - VA \ 1 , \ ----- J I / � \ \\ / 1 &) -��\ r' \ \ -�\ \ I \ \\\ \�/1 / 7 / 7 I J ( I I I l\\\ \ \ \ \ / \\ \ \ \ \ \\ \\ \ c, K , 2_ ' - - CHECKED BY: ARR AS NOTED \ JJj �� \\ l / N\ \ JII \ 1 r \ 11 II l/ -, / \ _' \ T\ c ) \\\ \ > 1 \ \ \ \ \ JOB NO.: #### \ I I / \ /\J1 / - � �� y A/ - / ( \ � � 111\ v 11 )) I/ i l v / I \\� 1 � \ v � 1 // � / - v v > -- \ / � - N N y y l ul � / \ r \ I _ �VUN v/ �� \\ I\1v � /// \ NN ( \ \ N N I I / ( I / / / � � 1 r _\\ � � ) \ � \ \\- 1 \ A\ ) ( \ \� \\ \ ��j 1 � \ I � � �\VA / / / DWG NAME:70•RANCHMP3.DWG y v i \ l f f l ( I \ BARBED W/RE FENCE '" A I I ( l v y \ / - \ \ A yv \ r \ / \ - , ( \ ( _ I \ ALONG SECTION LINE a �\ I 1 ( I \\\\ C \ r \ 1 / I I\\ �\ \ / \ r —/ J / I NORTH v N\ 7v I-- A I 1vv1v � , - ( \ v PERMIT BOUNDARY � � _ � ,-yII1 ( \y �� ( \ 1I 1\\ Iv\� � IV III v\\� A \ ( l ( \ v � f \v \ � � \\\�� / � \ � �� 11 y / V 111 I 1 1 1 I — I / A \ A V \V \ \\ 0 150 300 \ \ \ I - v A � � \ \��1 (OWNED BYAPPvcANT -/VA\\ \ (\�`- - W)\\\ -- \7 A \ 1-0 , \ i \v \ l 1\ \ T ) \ \ \ / � I ( /I / � -/ ) N 1 _1 -1-- I I i A VA \ \ I 1 ��i, / \\\\ \ \ \\\ \ I I1\ r ( \ Ai /.., \ \V J SW CORNER f \ \ I / I 1 I I A\ \ VA I �) 1\\ \ / ( 1\ I V A, \ ( IN FEET) / 1 \ \ \ \ ( I \ \ \ LAT CORNER40 "47 07'V \ \ LAT, 40274733"N / I v A / A \ V JIl �� \\II f 1 / I1 A\VA \ v / VA\\\ yA \ \ \\ II V ) y � )P \ �\ \ \ 177-: \ r � � ry v ) v v v / v I I v \v� �/ ( \ y yvv vy vv v \ y y \ < ( — v v ` v v vvvy 1 v � 'IN v /vv v EXISTING / I LONG: 7042338.62"W \ \ \ I / I I I1 / / I \ \ \\\ \ \ \ \ / ) I \ \ \\\ / ) \ \\ LONG: 7042230.83'N C \ / ': L \ \_ V A \ \ A A \ � �� /,1/� L A � -- ,\V n ' A\\-- N �w �- \� � \ , ) � t,v � A\ _ � Vvvvv �ILIL 1 + -N 1 1 X \ 'v /- - 1 1 -V�v // \ r / \\ 1 \v /\\�\�y �� v v I 1 \� A 1 \ w� \ I vv I I 1 l > 1 , 3 - - / r - N_ .'' 1 I I \ \ \ l� C �� \ \ \ PARCEL: 096523100004 \\\ \ / A \ \ / VA � � ) A I _ ) ? J PARCEL: 096731100002 '2 --NAPpl �� PARCEL: 096535100003 \ _ \ -\ �) ci„ A\\�).) J� V , , I - ) OWNER: STATE OF COLORADO \ f V I V A,_ j- \ V A \/ I A V 1 / ; !lYV \I \ 1 A \ OWNER: 70 RANCH LLC / 1 \ OWNER: 70 RANCH LLC \ V A. /i „ ",/,� / _ " / N \ \N A \_ 7 \ "� MAILING ADDRESS: A \ \ ) '/ \ MAILING ADDRESS: ( ( �\\ \ SHEET: E. MAILING ADDRESS: N N / I I / 1 \\N III ) / / \NH�N / A /A \ / 1127 N SHERMAN ST. VAAVIVI 0A\ _� mil A / \ 8301 E PRENTICE AVE. #120 ( \ I \ \ r I \ J I \ \ \ \\\ ` \ _8301 E PRENTICE AVE. #120 \ Know . / \ I J \ 11 I \ 1 \ \STE 300 J 1\\\AEI I V A V V A \ \ \ what's below. - /- � \ ( \ \ I / \ GREENWOOD VILLAGE, CO g. EXHIBIT Cl GREENWOOD VILLAGE, CO I \ \ \ \ / \ DENVER, CO 80203 2398 \ \\ \ - \ \ I / (-80111-2904 \ \\\\\ 80111 2904 \ ( / r \ — J f \\ 1 \ j 11\1 \ I \ \ \ \\ \ \ I \ —` \ \ \ Call before you di i �\ > > N ( (. A ' / / \ : —. ` ,. c I I ^/ \\ Jlic IA\ v\J 1 , ,�\ \�v� NU -/K 1i A\ � 1 \�\\\NN\ �\�;I1\\ c�_ \ ` / � N �; Iy �^ \�� ce 0 ACCESS PO/NT PERMIT/AFFECTED LAND LAT 402239.31''A/ BOUNDARY CD i LONG: 10423350V 0 �� , �, «�� — �, — ,��_ — � ,,,, � �_ ��— "° HO _ �\ LEGEND--�`Q� �� -,. mill/ =� / �AHD \ — ,i cr 2 / � � , i �� \\\ r \\ � 1 % �� /III / n -ll/IIIH0I III\_ _, JI�7/7 %�1�\\\\\\\\�� / l///(//( r ° ) >)1 )^ �� \ -- C KEY 10' FEETINTOBEDROCK1 // /��\ \\\ )IIII\I\\\\IIIIII llllll I I 1 / \ 1 ///iiT ,�j-\I \\\\I11�� (err�JJ 7 \\\\\1 { / I }ll\I \-- /////7�i� (1 � \\\\ \ 1 \L / (� -- \�� > / �,W r�..�rw ((((� ��l�l� �� l �� r.�::.v� Il - - - CIV " \ \I11 \\` s \1\\- /////%/ (IIII �� 1) I\ �) �S>\\\�� \_)� 1)�_ �\ �� JJ J -� �' ��® �..��..��VI yIWr.uju. .. �• L�� 11((1 �\�� \\\I IL RES7URCES 0N0 ) \ \\ _ ///// ��ll _ I I /J (�/�\ i ��- rr ��f�_ -- - - ,wi\A \_��\�\\\ \\I - - PROPOSED PERMIT BOUNDARYUH 1\\I J� \ \ 1 J/ /% /i1 ll l ��) \ \\\\ 1 \� / // I I IIII I/�� ^`_ �( )> �_� � ♦ ,, --�_II// /I� sl l////i \1 \IIII l \�_ -�_ \\\ 1 ?>> 4,_ , ' �� - - ��// \ I \ /� 1 1 \ \\\\ I — '--- __= J — — SLURRY WALL ALIGNMENT P.O. Box 680 1 I 7/ ��1 ) 1 ((V�V �� \ II /%/l A\1A l �� V �� BH 15 \��I I I/ \ \� 1 \ V I1 I I r ( — \\ �A 4# - - \\\ )/// - / �\\� l \ \11 l) I I A( \ 1 1I( \\\\ ♦ �/ w% �� — ■ PROPOSED MINE LIMIT323 5th STREET �111I \\V�\ \ III ( /� 11 (lam V 111 7 \ \\ / � _�;�� FREDERICK, CO 80530 — v \\\ 11 I 1 I v\\\\VAvv� y �\VA\�\\\\\1 I /ill \ \\ \ l / ♦ �® �r) 1 / / - v\\ 1_ Av11 III 11 I/ v\\ vvv\ v\v \\V �� v �� 5�40)\ � \ l J \\ \\� // \\\ ♦ PROPOSED MA]OR CONTOUR 303.833.1416 /_ � ) ) , I ��J��llilj// \1 1111 // \ VA v \v / A �� //\ �� /// �� IIIIIII / ( V A\�A_\ �� h��\�111 / � � WWW.CIVILRESOURCES.COM II \ \\ �� // _ii II IIIII/// r\vvv \ �� )l i �� IIr / / �\ V\ /ll�/�llll((I((� III III A \ VA��V�Illl(� ,� /IIII II / ♦ TOPofRESERVOIR IA\\ PROPOSED MINOR CONTOURI — V v \V , 1 //, /\ I1V )I /I/llllhllll /�,� v 1 1 I V A\v\11 \, — I I Ill(w BH 16 \\A� vv�I. I \ \ \ (ram�// 1\ 1/111 11// ,\ \ _ V\\\\\�\\VV A J///JIII I �� @4555' � l \\\ \\ \\ \\ / III V / IIII ■V�\\\ �\� EXISTING BARBED WIRE FENCE 1SII y�� A\ VA \1 (('%��wv�i/l1/lllllll I�j A � w A\�AVAv��=i//l//// A \�Illl 1� v\\ \\ \V1 l -- �>\v i//ll 11llllll Avv „�r vvNl$=�� /////l■ �,li �° \ vvIIII ( VA \\, \\\ \\,c r `-- r o�/1//lll, �� / ■ 111/' �,I\IIIA\\�\VAIII r -, \ I-\\vv - VA \\v, VA\ L //' SLUR JJV �V I GREGATE\$ \\ ( \ A /SLURRY WALL ;— ( � VA_�_7/-\4 IIII \0 PROP I-0 � IIII \ \\ 1\�� vv��//// v�� %� /I B / ■iIV1I1\\\ \ \\\ I \ ��/,LENGTH: 11,500 LF —_ _`!\ BH-14PANT ■ II III11\11 \ \\V\\\ -\V A d-\\VA\\\\\VA (— ��--- , / CURTAIN AREA: 443,600 SF / _ L I ■f I1N A 1 \ \(JAIIIf \ \VA \ \ Iry-- ,/, � \— � — )III _I 1 \\\\\V\� i///�° l �� I � � — �i )Y �I � � 1 \I%(// -�v;— _ri �11AI�\A\\\\\%V Ill�i_ � �/�vv\V / JJII � / ) I � � � ii , �� 1�1111Av\v e. _// \t ��__ ( \ \ \ \\ I I I I Il l/ \ \\ \✓ / - L \ \\ 70 RANCH LLC. j1� 1� � _ �� til\� 11I1�11)1��\ III I / �I I A�/%//i 1 iJ 1 / w �l ' ,- \ - f L UPLANDAREA TOBE SEEDED � �• 8301 EAST PRENTICE AVE. SUITE 120 F — — — �i�/j APPROXIMATELY172ACRES ■1 " /� x 'i�� =et- I i ',', , \\ GREENWOOD VILLAGE, CO 80111 � �� can ■ \ 303.659.5000 (p) / BH 17 r� 'i / \ \ CONTACT: JASON VONLEMBKE c2s1 r �� B20 ��,�� _ �� o� E ' ' �� '1/�r /�� Ull ul� 1\i. 1 -. m , 1A09a#####. $ ,, ,, , \ I/ � I y� I / I I 0 #111#### I\ / /i � BH 5 / �B22 IIIl ■ I� iii_ic)(c) I " / \ O TOPSOIL � u \r llllll' / / STOCKPILE / #4 (11;1 ■ I ) ' ^0 0 I • III ■l u II AREA �/ Z w11 TOTAL AFFECTED AREA: 622.97 AC jto, \ ,Il1v I O I #f# 69,° II ) Zr 1 4 ll � II I I ,, II III I I O / p � �BH-1 / ♦♦' cc z 1./1/)10004A#‘400°0 ■ rGIII\ BH4 i/PFOIr #II I1� w I j N \ \ BH :0.8 I� ■ ��A Z of, 1 2: \ k i 1. WEST PIT 396 TOTAL MINED ACRES ♦ ' — _—__— _ 1 \ \ Il Q U WATER STORAGE 224 ACRES (SLURRY WALL LINED) ��/�,___ _ — =__�J/� �� I` 0... ■ CUT: 18,000,800 CY a I/IIII�IIII�rr ==—=___=_—_____ \(� �J\III\\`\\\ 0 STORAGE:S 3,800 AC FT /IIII I —-- �\\ \\ llI(1�\ d Ilil (WITH 1 FOOT FREEBOARD) III�II111� �\\��\�I�J)f�� I ■ I (IIIIIII \\\\\\ \\`\ ■ II��III \�\�\� \\\1\ 1: : I .. *, 15' MIN I r \\7/\\\\\\\\\\\\ IIII IIII EX/STING POND �\�\�\\\\\I OFFSET I 10111 . II�II�II�II " w► BH-2 i) 111�11�1�11 � III � III I \ \ C B ll IIII T� ( 1III�(� 1\\� \ 1 �® d1 �r� 1\I IIIIIIL__-==_==_ \\��\ \ �\ A\ v �� -_ ___ _- 11\1 V Al - I. �� _ �� —� REVISIONS � — — _ — — � /� NO. DESCRIPTION DATE I III ( �� V 77 ji % ��i l///llll \VA\\\\ � �� 1\\\� (� ��/ ��\IIII\A �<��\., �� l )I11I1 -, �� \ �vv� /�� _Th r(\ 7/ll//- ( �\VA I �__ 111 V��ll� �� 11 �\ �y r I vim (/ (0 /( 1 VA111 - ��A\I \ A �1J < < <��\ � BH7 ■ ye I � (flr A\ _J (1 I� )11/ /11�11111111 I \VA\ —��ii �A\\ 11111\ � 1 � �\VAVAI��V �� ■ �)1 /� \ IIII I 1_ \ \0\\ ��i- _ %�A\V A\I\\ �� A 11 1 ��` JI I�/, v 1 I:ICI-) /�/%�)IIIIIN---A(\:\ Vvw �J =�� -i��7 \\\\ IIII/! �r,--�_l l 1 I 0 -,- ((c BH 11 ■�I� 11)e vv7 v IC vvv IIII(( --�/� �y� 111\�// �---I II v�c�hIl( �� -1_II II q(\1- «\�-� vQw,v _,jar I 0 yrV-•�� ,� ��JI \v -;��I / \� � � �w�__IllyIII / 1) v - 'ill / VA _�� \Vw��7,2 / ��)JIAI\ \�w�,-//�/� �� =,I),,_ ,, I( I� J VAS Vic-, _ � il n� l�l�\�\ / I )A 1I�=�%/ / �� lullA\ \� AAA\V� \ A�_�. j��%��/�� )l\�I� � ��lI �� I— i/ A \� MAXIMUM MINE f�llll j Il �� III�— //�1 \\I1A\v _ ��vy�Ill_-_�/��-((�//(/- � yv v II / o ) ��fr-, yv1 = �� ,� r � � �,�� EXTENT ■�\(\f I II 1 11 I /� �� / / I ) „ __ - -ww�1 w��. A ((-,owl/r��h��\\v'll�l(/�///��ll 1 I /�� v��- ��A - �_ ��.� 1 IIII IIII /II // 1\ _ ��-1�-/ir% ,i-�� \�� L�_�II // ,ill 1(l l v\� (- \\� �r ��y ■�\\\ 4�IIq�I� - /IOI�///��i�/ s ��IIIf�� /j%� �jjj%�� v�\v�v\V�� I(�i 1\��\1�11%/I�l��l%// ( (��\��VA � �I \\��7�t ' �v�� _ • \ll\IiII y '11)I III / �� , / //� / 1 I V\\v(I II'r-/7 �//j 11 l5)llA\\\1\\V��A A\ r�i�i__�/ l \ v \w I>/ �� v�� l�I1111 )� � �� \VA��✓%�� IIIIII(Jll�l�/I)JI)A\\\\ \111((��/��—'//lull w \ �\VA \\ lbw ■4▪ Ill I \\ J, / \\ VA VA\\ ��I((Il( 11//////� A11111%/ % � \\\\\ 1��\� A w\\ �/ l V ▪ llIIII )II II I / \\ h \VA\��\�\1� \V�\( (((j�(/� \V�l��l //� i� \ \\mil\\�v I( � �% I 7 �w�� t 1 �A�� I I ll I I ) f vim\ \V A\(,- �// /// v\ 1\� �stvv\ \ VA 111vt /( �I �� \ \ 1 �" II I l h \ 1\ �/11\ v_\\\ ��o i /// \ p , �w vv vv z ( \ 1 I! `� Ill ll 11111� � VA \� I �� _ / )) \ ,-,A v-iiffr i \\ n I v� A�\\\\\� �� v� A Vl)///�1�11� rL.BH-%4-19 � ))) III III 11 \ \\ ii �- /�/� �1�� \ / A //I �� 1 1�� 1N \ I( ��1 i II / �r� ��i1 �' S �� \11 \� // 1 \//�� I � i (ram / �� Il�/1�� _\ III �_( ) 1\ \ (l( (( --ci 1\l )r---'j5(1iI ( �\ 0 <j/�� - %\ 11I\\� ,) J ) f�(✓(_-r' 11111 ��l//�11� l ( ((/° � �1 � � IIII It� \VA\ 11// \I I III \ (( �� I�ill _(IIII �I I I \\\(( „ /JIIIII 11 1� i �l h I 11 �� vy � l ��I�� I I1�� %r � I1 )I IIC%�// /11111111v\ (\(1�� `-c�� \ / wi�_)1) III 1 I 1IV1111\�(�l l/11 w�l II` ` _ -111I111� I I / Ill/, / (lA\\\(\rr,=7//y(i \-'l\I ��22�//)I�� v\�� 11��//Illllll�\ 1�//�I ��/�l\\I��l�l�j�l VIII IIII III \VAS �11��V \�AA\VA�)fir>�) ■ I I�� 1� III ( � l I I ��illhv v vv l / 1D1v \\1�/ \�V 111 v�� ,�w \ \I 1 ( A iiI IIII \ / 11 111 r_=--- )1)J)1l(//-- \ \ l\\ � �//\wvv \ �� v� II I (I(/(/i 11)�/i��y��)I�I 1f ��lll 11 Awv�A\1��Av��\" %//�j� \ i�//ice A I vv I \\ \\v / IBA I 1 / I 11111111(rii----k � \\ � �I \,,-,--\ ��yv llllll f°) j /I�� I �* 1 I IIL - III \\��"11 I I 1 �� l�ll� i i� v)1 \\\ �11 v��C �� vv Ill I 1 II��l y \\l( T \1 1 \vv ( I I /��%//%/ II II ll i��w�A w _ — wv� I) l// A ��V \��) l�1\il)1 II/j��— >/ \�wvV�w\�lll// -� �,h Ill 1 lA l / I I III\11A1\ %�/�Il/I IIII III(/ �� ---‘\* ��VA\\\ �w� �1�11 t � — �vvvwv 11 l �� AAI � lllllll Il�� /� � ��/��AI ��' � ��lli�,� �� I 1 U /I I 1\V1 VI�� v\\1\ iw �� / _- �v�v v�11 III„Ile IAy �� )� I IIII %/�/ / / o>�� r��/ �1 �� ■ _ 11 I / 111111111)//I 4��j)I)1I ( ,., %,=i0)))\\4 ��/,f,,��Vlm - �OVA��I I(II �w�y�� lll�l� llllll l�i�iir AAlllf� �/ ■ ��1 ■ III ) \ IIII / �� \�„✓� 111 \ _i%��\��I V / / — ��VA\��1111 VA\V��AVA�Jl/��1/1 �)/i /�/�1VA 1 �((�i ■ ; DESIGNED BY: KSR DATE:8/7/2025 ��II II 1 1111111111 //,I j/%/>A �� _-Ji(�lll/III A\ �r-% ��\�A\��J��I��A�11I / / / / -i/y(\ .�Illl� AI�1111(�\��----,------ 1,� �%//� �l/1//ram-/1/// V\�v,))AVAy V� ■ �l„ �� I1 i�)� 111��\��(I\(�� \ /jam��%i��1�1/lIl �//%��A\�\��I I / / �— VV- J( �\� \\ 1 \ v1�N��)J1/��/ ✓Jlr--, 1 \ �� DRAWN BY: KSR SCALEf�S NOTED I I / ) I ///l )7j cc f/� %�__- ----i (\ --'��-- �A� Vw'i�� J )�ii 1 i A �� \�� II A\\L/� �,-J,11 �/to (�v�� - (z)A\\\� - (I / I �// f�� / // \\ / —��/ �\\\\ 1 ii �\ V �)1\\VAV IIIIIII �V/l/ 11\\ �� V\\ / ■ �L�� CHECKED BY: ARR AS NOTED J/ Il \ /// �/al( )))�Z11l l//l �i/i�A \V<< \ice\VA\ � //ii A 1 �� %/l/ L11I�J1//l \(\ —\\�✓/ / 1 \ i ( IIII \\ ��I(I( I 1( r�� CA\\\ \�A\ \�\\� t°� l =� �(\A\Il /�� IIq =I� �\\VAS) <<<� A�V��° �� _= ' i l'h / / \ 1111V�lilllll\\l\I 1A� /l , �� 1II11� v� Il\}\�VA��I\II ��11A��I((((/\�o III�I�III ��ll 1J (((/ \�>>w\\I�w�111 - ll �` JOBDWG No.: #### f \ 11 \��V��U — ,_ LII 1( \ �I AJ A� q))1 �)/))II i \� --- �%V� I\\I III �\V // A� J \llllll. A\\\1�__-'kA\��V111 � .� ®�_ � ll\V DWG NAME:70RANCHMP2.DWG A \ vvv��vvvvv�_�- ,- 1�A%\\ I )il ��1(-'4 ) I Vv ��-�-��- vA\\\\V II � 1 �� i%ll I\I \�\\V L = — � - I�� l� yv ��v�v�v � ((\��-_�\ \V vy W1 11l�i l �� 0/ �\�`-- l�A�AV�\ \\0 �\ \k4---\Illllf � �/l�/)Ily\\V� ��ID\V _ 1 � \\ \ ��v� \vvv �� \\1 \1 > \\\Vv� (III(�� iii�j/ ll/ ri�� \\V A\\��\V( �� \\ ��11 �1 Il I11\I �i/ll \ 1 Cl� r IIII NORTH J /lI - \ \�vvv A\ \\� JA 11 1VA� �) 1111 I (f(�iii�i// / ( �i —�1\\\�\\ \\VVA \I��A\\=ll 11 IIIIII\� 1\Iif((, 1ll/11 N vv�11/IhA\\III I�� 1 11l �t v irtc� ��. T1Mr ' �7\ y— r v-- 1lI / v y / vv\\ \ vI1I I JIll 1�IIII \\\/III(�\II / /l �� AV1 � 111 11\I�IIIIIII�\\ ( �// i ��IIr \v I1� 1 h Z� y v� 7 IIII \ w��i�.� l �� 1 I // \\ v l ( \\VA\\\\��w\ \\\\vvy I 1 \ l A\\I Il\ I i ( r�� -��11\I I I V \\\V w IIII l 1A\\\ ( \ 1 I I111 �V \11\ l � vvv \\\\V \I I IIII/�w � I\ \ v\ VA l (\ <<IV 11\\\ A\\\\\\\\II�II f I \ r //i III\III V \\1 ��l�% 1�1A1\ \\\ V A \\ 1 f \\\)11) AI\1\ \ I\ IIII 11111111\\\\ \\0\\\1\1 ))))Nllllllllllll\\\\III A\\\11111111\\\\V \\ o AAA v ° 1) Ilr vyvv A 1 1 v\\\\ \\\VAVA\\\VAv\ Avg-VA\ �)J)1111\QUA IIIIII�/ VI ///ri 1)lll VA'\\\\ vO�� 1\ \VA\ AvV�v\l1I \ \\ \\\ 1 vIII I > �(� vv\ v 1 Ill//�� \\ �'" \ o �50 300 I I I \V I \ A 1\\ \ Q v \I f I I)IIII \\\V��vv�� Il//mow\** \\ \11 vv vos� \�\\1 �� \\\\\\\\ \\ r AV- \\\V( �, wig1616°`v1vv\v ' ..y``"""""v�0w v�1 I IIIIIII l// Nw (rr g \ ) / vA \ ) \ �� A\\\ \\\ �� ,-----`\\\v I �///%/��i 11111111111111 / I 1 I III I I \\�A�\\\ A s\1 vvwvvvv0� �� \\\ \1\ f \Jlllll = ( \ I wwv\ 1 /// \\ \ \ �(�\�\\\\ \\ \\\ A\\\� I VI\\VI�\ /J//l/// JJ� V A(--/cLr' \ \\\\\\\\\D\\\ $ \\I 1\ �.z�f I r \�KEY 10' FEET INTO BEDROCK \\\\V� )// l/lll/y- VVA I( \�VA\\\ \ v / 1 \� v\ V A v� II t\ S �o III IIII A\ / /r�\\IIII/lllllll) \VAA�\VA \\\�� i� V�\ \OVA\\\ ��\vvvvvyv��\1\\\\� ��»�L ��//lllllll0\\\\� /A� ,.��o ��........�wv w� / 1///////////��wwV 1 I 1 (// A\\ �A\\VA vy\ / 1 \ \\VAV\\\\VA\\VA\\\vim w��1\\\\1\11(((��7/ll 1 Illll��wv\ ////////� I 11� Any aA \\� \V�)) ) \vD��vv��f V �� v �J �� M �� \\�..LI 1��\ J. L 1\�\ �A��\�\�\\�\�� \�1�A \\��,/I/l�lllllhil\�� v - /i/�//,fj�1111�,\\V,.1,,6_ _ )11 � y\ �� \ \��.�,��.�\�� 6�i/ \��SL�,,,, \\lA��\��o�� ll�Il°II�1. A1�1,�n„,, 3 1 ��\\\ \\\�� hluiii1�11Wu11il�� \\�\\\.iil�.�IIli�1 ( IN 9 MINE PLAN MAP N N a. I U 8:1 e SHEET: Know what's below. , Call before you dig. C- 2 F._ ,„ 0 5 K 0 F.,' &! v m ... i 1 EXHIBIT D - MINING PLAN The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.4 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) Description of the method(s)of mining to be employed in each stage of the operation as related to any surface disturbance on affected lands; The permit area includes a significant deposit of windblown sands located in dunes in Weld County.The site is located north of the South Platte River and is accessible through private roads owned by property the owner. It encompasses 640 acres(plus or minus)and consists of one slurry wall lined pond. Prior to starting construction of any slurry wall, a Technical Revision to update the site bonding will be applied for and will include the slurry wall design report. Site Preparation: Initial disturbance on the property will be stripping overburden and flattening the area in the northeast portion of the Site to establish the processing area footprint.An access road will be constructed to the plant area. Mining: The property boundary/affected land boundary is delineated by a barbed wire fence surrounding the section. The site will contain one (1) mine cell of approximately 396 acres. Excavation will start in the northeast corner of the Site to establish a flat area for the plant. After establishing the plant and access road mining will proceed from east to west. Initially, topsoil will be removed from the current phase and stockpiled in the stockpile area depicted on Map C2. Subsequent to initial stripping, the mine cell will be excavated down to bedrock with 3:1 side slopes utilizing scrapers, loaders, and/or excavators. Haul trucks will move the mined material to the plant location. Groundwater was not encountered at the Site during exploratory drilling except in isolated areas. Since groundwater is not expected to be encountered during mining, mining will be performed in an unlined cell. There are plans to line the western side of the cell tying into bedrock at elevation 4,555 feet. The slurry wall will be utilized for water storage and will be ancillary to the mining operation. The slurry wall will be constructed once the western side of the site has been mined to 4,555 feet. The sand deposit is an average of 35-feet in thickness and ranges from 15 feet to 85 feet deep within the windblown sand deposit. The deposit is overlain by an average of 6 inches of topsoil and no overburden. The pit is made up of the primary sand layer overlain with topsoil.An additional alluvium sand layer exists within the windblown sand deposit,found primarily in the areas approaching bedrock along the south of the site. It reaches an average thickness of 1 foot in the southernmost mining area of the main pit. The bedrock is an tan to olive-gray siltstone and some grey sandstone that exists between approximately 15 to 85 feet below the surface with the depth dropping off significantly towards the southwest of the Site. All mining will continue to the bottom of the sand deposit with 3H:1V mining slopes along the perimeter. The operator will develop and comply with a Stormwater Management Plan and Spill, Prevention, Control and Countermeasures Plan. The operator will notify the Division of Reclamation and Mine Safety and in the event of a reportable spill. 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Amendment Exhibit D-1 Processing: The material will be washed and screened or not screened at all and transported offsite by truck. The processing area will be located on the north side of the site closest to the entrance. Import Material: The Operator may import material from and export material to other sites. The applicant is aware that in accordance with Rule 3.1.5(9)of the Construction Material Rules and Regulations, if any offsite material is used as backfill, a notarized letter will be submitted to the Division indicating the materials are inert. The applicant will supply such a letter to the Division if,at the time of Reclamation,the applicant intends to use off-site material as backfill. (b) Earthmoving; Topsoil will be stripped with scrapers or bulldozers and stockpiled in segregated piles at the edge of the active mine phase or as described above and shown in Figure C-2. Excavators, front-end loaders, and bulldozers will be used to excavate the material. Haul trucks will be utilized to transport the raw material from the active mine phase to the processing area. (c) All water diversions and impoundments; Storm water will be discharged per a CDPHE discharge permit. There are no planned diversions or impoundments of existing water bodies. A wash cycle for the aggregate processing area will be established using the existing pond as a source and the silt pond for return flow,with natural groundwater filtration between the source pond and the return pond. Any water consumed will be provided by the existing water rights associated with the property with associated substitute water supply plan (see Exhibit G). (d) The size of area(s) to be worked at any one time. Each phase is approximately 30-55 acres in size. The Operator will mine multiple phases concurrently in order to obtain a range of material for production. In addition to mining, the Operator,will begin reclaiming slopes as mining is finished in each stage. Since multiple phases will be being worked at any one time, the approximate size of the areas to be worked at any one time will range from 25 acres to 120 acres and will depend on market conditions. (e) An approximate timetable to describe the mining operation. The timetable is for the purpose of establishing the relationship between mining and reclamation during the different phases of a mining operation. The Operator anticipates that mining will commence as soon as all permits are in place. The Operator anticipates extracting approximately 250,000 in the first year and up to 1,000,000 tons at peak capacity. Production rates will vary based on market demands. There is approximately 24 million tons of sand at the mine which will take approximately 26 years to fully mine out. (f) Use Mining Plan Map in conjunction with narrative to present: 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Amendment Exhibit D-2 (i.) Nature, depth and thickness of the deposit and thickness and type of overburden to be removed Overburden consists mainly of sandy topsoil. Overburden thickness varied across the site from non-existent to a few feet thick. The aggregate reserves at the site consist mainly of fine windblown sand,with thin alluvium sand deposits near above. No cobble units(grain size 4"or greater), or gravel units (grain size .08"to 2.5")were encountered at the site. Sands unit thickness varied from 45 feet in BH-8 in the southern side of the site to 10-15 feet in BH-18, BH-12, in the northeastern side of the site. (ii.) Nature of the stratum immediately beneath the material to be mined in sedimentary deposits Depth to bedrock ranges from 45 feet in BH-15 in the southern side of the site to 11 feet in BH-18 in the northeast corner of the site. The bedrock encountered at the site consists of wet brown weathered siltstone drilled/tested to a depth of up to 10' and brown to blue/gray claystone for the first 1 to 5 feet; in the far western side of the site. (g) Identify the primary and secondary commodities to be mined/extracted and describe the intended use. The primary commodities are sands intended for use as proppants in oil and gas development. (h) Name and describe the intended use of all expected incidental products to be mined/extracted by the proposed operation. Gold may be extracted as an adjunct component of any wash equipment installed at the site. (i) Specify if explosives will be used in conjunction with the mining(or reclamation) No explosive material will be used on-site. (1) Specify the dimensions of any existing or proposed roads that will be used for the mining operation. Describe any improvements necessary on existing roads and the specifications to be used in the construction of new roads. New or improved roads must be included as part of the affected lands and permitted acreage. Affected land shall not include off-site roads which existed prior to the date on which notice was given or permit application was made to the office and which were constructed for purposes unrelated to the proposed mining operation and which will not be substantially upgrades to support the mining operation. Describe any associated drainage and runoff conveyance structures to include sufficient information to evaluate structure sizing. The affected land and permitted acreage is inclusive of over one and one-half miles of land directly abutting private roadways;there is no need for any additional driveways, and on-site haul roads will be incidental to mining areas depicted on the Mining Plan Map. No roadways are affected by the mining operation other than access roads within the permit boundary and existing private roads to the site. The Operator will apply for a Weld County Access Permit for the site. 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Amendment Exhibit D-3 EXHIBIT E — RECLAMATION PLAN This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.5 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: The proposed mining and reclamation plan focuses on minimizing the ecological impacts of mining, minimizing the length of time of impact, and maximizing long-term benefits. (a) A description of the type(s) of reclamation the Operator proposes to achieve in the reclamation of the affected land, why each was chosen, the amount of acreage accorded to each, and a general discussion of methods of reclamation as related to the mechanics of earthmoving; The majority of the excavation will be reclaimed to a slurry wall lined water storage reservoir due to a need within the county and state for water storage facilities. Refer to Exhibit F for the acreages of the reservoir and additional details. Topsoil will be stripped prior to mining and will be stored in the stockpile area depicted on map C2. Areas above the highwater line of the proposed reservoir will receive one (1) foot of the native topsoil and reseeded with the seed mix indicated on map F1. Topsoil may be replaced by a scraper or haul truck, excavator and bulldozer, and will generally be graded with a blade. All grading will be done in a manner that controls erosion and siltation of the affected lands, to protect areas outside the affected land from slides and other damage. Reclamation will be performed concurrent with mining. Once an area has been mined to final depth reclamation on that area will begin. Materials not suitable for the proposed end use will be removed from mining phases and placed near reclamation phases or directly in the reclamation slope. If no reclamation phase is open, the unsuitable materials will be stockpiled in the stockpile location shown in Figure C-2. All disturbed areas will be regraded and smoothed to a finished grade that is suitable for revegetation. (b) A comparison of the proposed post-mining land use to other land uses in the vicinity and to adopted state and local land use plans and programs. The water storage reservoirs will be compatible with the other land uses in the vicinity, which includes water storage and energy exploration. (c) A description of how the Reclamation Plan will be implemented to meet each applicable requirement of Section 3.1. The Operator will carry reclamation to completion with reasonable diligence. Each area of reclamation will be generally completed with completion of mining, since mining will be done at a 3H:1V slope required for reclamation. Section 3.1.5 Reclamation Measures Material Handling: 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit E- 1 Grading will be performed to help control erosion and siltation of the affected lands through phased mining, implementing good operation techniques to handle material as little as possible, and vegetation of stockpiles remaining in place for more than 180 days with the Weld County Sandy Site seed mix: Weld County-Sandy Site Mix Bluestem (Champ, Chet) 1.00 lbs pls/acre Sand Lovegrass (Bend, Native, Ne27) 2.50 lbs pls/acre Indian Ricegrass (Nezpar, Rimrock) 3.00 lbs pls/acre Prairie Sandreed (Goshen) 0.75 lbs pls/acre Green Needlegrass (Lodorm) 1.50 lbs pls/acre Little bluestem (Blaze, Cimarron, Camper) 0.75 lbs pls/acre Yellow Indiangrass (Cheyenne, Holt, Scout) 0.50 lbs pls/acre Switchgrass (Blackwell, Nebraska 28) 1.50 lbs plslacre Sand Dropseed 0.50 lbs pls/acre Total: 12.00 pounds pls/acre Although the use of erosion protection devices is not anticipated, if deemed necessary by the operator at the time of excavation, silt fence, haybale dams or other erosion control devices will be installed. Backfilling and grading will be completed as soon as feasible as the mining process is completed for each phase. Maximum slopes and slope combinations will be compatible with the configuration of surrounding conditions and selected land use. Mining will occur at a slope that is stable. Reclaimed slopes in the water storage reservoir will not be steeper than a 3:1 ratio and will be mined/reclaimed at a 3:1 ratio for the slurry wall lined cell mined at 3:1 ratio. A representative sample of the fill material will be analyzed for shear strength and optimal moisture content prior to backfilling the slope. The material will be worked to the optimal moisture content as determined by Proctor compaction tests and placed back into the slope at no more than one-foot lifts. The lifts will be compacted with a sheepsfoot roller to tie lifts together. The upland area will be reclaimed to grades consistent with pre-mining drainage patterns. The operator will backfill using fill material generated on-site, or imported inert fill generated outside the permit area. If any inert off-site material is used as backfill, a notarized letter will be submitted to the Division as required by Section 3.1.5(9) of the MLRB Construction Material Rules and Regulations. It is not anticipated that mining will uncover any refuse or acid-forming or toxic producing materials, however if any such materials are encountered the operator will take precaution to handle the materials in a manner that will control unsightliness and protect the drainage system. Drill or auger holes that are part of the mining operation shall be plugged with non- combustible material, which shall prevent harmful or polluting drainage. Any test pits, soils boring holes, or monitoring wells not located within the mine excavation limits will be plugged as soon as it can be confirmed that they are no longer needed for the operation. 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit E-2 Mined material to be disposed of within the affected area will be handled in such a manner to prevent any unauthorized release of pollutants to the surface drainage system. No unauthorized release of pollutants to groundwater shall occur from any materials mined, handled or disposed of within the permit area. Section 3.1.6 Water-General Requirements: The Operator will comply with applicable Colorado water laws governing injury to existing water rights and with applicable state and federal water quality and dredge and fill laws and regulations. The operator will develop and comply with a stormwater management plan and will use best management practices (BMPs) to ensure groundwater and surface water are protected to the greatest possible extent. BMPs include schedules of activities, prohibitions of practices, maintenance procedures and other management practices to prevent or reduce the pollution in runoff from the site. Section 3.1.7 Groundwater- Specific Requirements: The Operator will comply with the applicable standards and conditions for classified and unclassified groundwater. Section 3.1.8 Wildlife: The mining and reclamation plans have been designed to account for the safety and protection of wildlife on the mine site. The Operator will mine the site in phases and use concurrent reclamation methods to minimize the impact on wildlife. The proposed reclamation plan may improve wildlife habitat. The proposed seed mix and plantings will create improved cover, foraging, roosting, and nesting areas for wildlife. The water area within the reservoir will serve as habitat for waterfowl and other bird species and the fringes of the reservoir will be used by mammal, bird, reptile and amphibian species. Control and/or removal of noxious and weedy species during the project and the introduction of desirable graminoid, forb and potential woody species during reclamation will result in enhancement of wildlife habitat on the project site. Section 3.1.9 Topsoiling: Topsoil shall be removed and segregated from other spoil. Topsoil stockpiles shall be stored in places and configurations to minimize erosion and located in areas where disturbance by ongoing mining operations will be minimized. Once stockpiled, topsoil shall be re-handled as little as possible. Stockpiles that will remain in place for more than one growing season will receive vegetative cover. Section 3.1.10 Revegetation: 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit E-3 In those areas where revegetation is part of the reclamation plan, the land shall be revegetated in a manner that establishes a diverse, effective, and long-lasting vegetative cover that is capable of self-regeneration without continued dependence on irrigation or fertilizer and is at least equal in extent of cover to the natural vegetation of the surrounding area. The proposed seed-mix and plantings for reclamation are outlined on the Reclamation Plan Map included in Exhibit F of this application. Section 3.1.11 Buildings and Structures: There is a lined pond and water line that are both owned by the applicant on the property. In addition to the water infrastructure, there are five (5) plugged and abandoned wells within the permit boundary all belonging to Noble Energy. An aggregate processing plant will be located at the site during the duration of mining operations. These structures will be removed and the areas below mined out prior to final reclamation. The plant structures are shown on Figure C-2. Conveyors may be constructed at the site to move material from the cells to the processing plant. Section 3.1.12 Signs and Markers: The Operator will post appropriate signage at the entrance to the mine site. The permit area perimeter is marked by barbed wire fencing. (d) Plans for topsoil segregation, preservation and replacement; for stabilization, compaction and grading of spoil; and for revegetation. Topsoil will be removed and segregated from other spoil. Topsoil will likely not needed for reclamation and may be sold or removed from the site. For reclamation, mining will be done at a 3:1 reclamation slope and will not need additional placing of topsoil material. Grading shall be done in a manner that controls erosion and siltation of the affected land and protects areas outside the affected land from slides and other damage. In addition, backfilling and grading shall be completed as soon as feasible during the mining process. Final grading will create a final topography that is appropriate for the final land use. For example, final grading of the reservoir above the high water line will replace material no steeper than 3:1 slope to meet the grade at the top of the banks. Topsoil will be uniformly placed and spread on areas disturbed by the mining, above the anticipated high water line. The minimum thickness shall be 6 inches above the surrounding finished grade. The topsoil shall be keyed to the underlying and surrounding material by the use of harrows, rollers or other equipment suitable for the purpose. In those areas where revegetation is part of the reclamation plan, the Operator will revegetate the land in such a manner to establish a diverse, effective, and long-lasting vegetative cover that is capable of self-regeneration without continued dependence on irrigation or fertilizer and is at least equal in extent of cover to the natural vegetation of the 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit E-4 surrounding area. Seed will be drilled and mulched with crimped straw. Crimped straw should be at 2 tons/acre of weed free and crop seed freestraw. Straw length should be at least 10 inches long for 70% of the product used. Mulch should be free of mold, decay, mud and other debris The revegetation seeding and plant list on the Reclamation Plan Map contains the preferred species of grasses, shrubs and trees to be planted. Seeding will take place once final grading and replacement of topsoil have been completed for each phase. Timing of seeding will be consistent with standard horticultural practice for dryland applications -generally between late September and the middle of April to ensure there is adequate moisture for germination. (e) A plan or schedule indicating how and when reclamation will be implemented. Include: i. An estimate of the periods of time which will be required for the various stages or phases of reclamation. Reclamation for any given stage of mining may take up to five years to allow for successful revegetation. Please refer to the Timetable for Mining and Reclamation in Section (e) of Exhibit D. ii. A description of the size and location of each area to be reclaimed during each phase. Please refer to the Reclamation Plan Map (Exhibit F). iii. Outlining the sequence in which each stage or phase of reclamation will be carried out. Please refer to the Timetable for Mining and Reclamation in Section (e) of Exhibit D. (t) A description of: i. Final grading-maximum anticipated slope gradient or expected ranges thereof; The finished slopes of the reservoir will be no steeper than 3:1 for slopes mined at a 3:1. ii. Seeding- types, mixtures, quantities and time of application; The operator will utilize the Weld County Sandy Site Seed Mix which is listed above and on the Reclamation Plan Map. The operator will seed during the appropriate season to ensure adequate moisture for germination and implement weed controls to allow the grasses to successfully establish. Additional plantings may be installed once the reservoirs are full of water and the grasses are established. All disturbed areas 1 foot above the maximum water surface elevation will be seeded. iii. Fertilization- types, mixtures, quantities, and time of application; 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit E-5 The type and application rate of fertilizer shall be determined based on a soil test at the time of final reclamation. iv. Revegetation- types of trees, shrubs, etc.; The site is historically windblown dunes and cattle grazeland . The site will be revegetated with the Weld County Sandy Site grass seed mix in areas that are above the highwater line. v. Topsoiling-specify anticipated minimum depth or range of depths for those areas where topsoil will be replaced. Topsoil will be uniformly placed and spread on all areas disturbed by the mining above the anticipated high water line and areas graded back to native grade. The minimum thickness shall be 6 inches above the surrounding finished grade. WEED MANAGEMENT PLAN Noxious weeds will be eradicated or managed within the Section 25 Sand & Gravel Mine operations areas. Noxious weed species to be managed are defined as those plant species currently identified by the Colorado State Department of Agriculture (CDA) as noxious under the Colorado Noxious Weed Act. Management efforts will be directed to those species identified under List A or List B by the CDA. List A species are required to be eradicated, while List B species will be controlled. The noxious species are not listed here as the list of noxious species changes regularly. The Colorado State Department of Agriculture maintains a list of noxious weed species on their web site (https://www.colorado.gov/pacific/agconservation/noxious-weed-species). The presence of noxious weeds will be monitored annually during the summer growing season at the Section 25 Sand & Gravel Mine site. Weed management measures will be undertaken where a single or combination of noxious weed species comprises or shows a deleterious effect to more than ten (10) percent of the live site vegetation. Further, where noxious weed species or plant pests constitute more than 25 percent relative vegetation cover in a contiguous area of 1000 square feet, the area will be identified as requiring weed management. Noxious weeds will be controlled by any combination of cultural, mechanical, biological or chemical measures. Weed control measures will be developed specifically for the noxious weed species encountered and in conjunction with the local county weed control district and/or the Colorado State Department of Agriculture. Weed control measures will be undertaken by trained and/or licensed (if required by law) personnel. Weed management control will initiate within two weeks of noxious weed identification at any operation, or as specified by the county weed control specialist. Where noxious weed control measures cause elimination of vegetation at a revegetated site, seeding or planting of desirable replacement vegetation will occur during the first normal planting or seeding season after weed control measures have been implemented. 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit E-6 EXHIBIT G —WATER INFORMATION This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.7 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) Locate on the map(Exhibit C) tributary water courses, wells, springs, stock water ponds, reservoirs and ditches The site is 1.45 miles north of the South Platte River, and .45 miles north of the Riverside Intake Canal. There is one lined storage pond within the permit boundary in the east of the site. Please refer to Exhibit C for locations of water courses in close proximity to the site, including wells, springs, stock water ponds, reservoirs and ditches. (b) Identify all known aquifers Groundwater was not encountered at the site borings except in isolated areas. (c) Show how water from dewatering operations or runoff from disturbed areas, piled material and operating surfaces will be managed to protect against pollution of either surface or groundwater both during and after the operation. Please refer to the Mining Plan Map in Exhibit C-2 of this application. Mine areas will drain internally. Uncontrolled releases of surface water in disturbed areas will not occur. Stormwater collected in the active mine area will be managed through the dewatering system. Dewatering will be accomplished by digging a sump, generally along the base of the mine slope, which will hold a floating pump. The pump will have an HDPE discharge line that will be routed to one of the comingled discharge points located at the site. The pump will be powered by a diesel generator housed in the active mine area. The Operator will apply for and receive a comingled stormwater and process water discharge permit prior to dewatering at the site. (d) Estimate project water requirements including flow rates and annual volumes for the development, mining and reclamation phases of the project. Water needs estimated below provide for sustained production as detailed in the Mining Plan. The Operator will adjust water supplies to account for actual demand, avoid waste, and continuously comply with laws and regulations of the Division of Water Resources and any other water agency having jurisdiction over the operation. Mining Production & Operations: An estimated 4.0 acre-feet of water per year will be used for dust control based (approximately) on 5,900 gallons per day for 5 days a week for 10 months. (e) Indicate the projected amounts of the water sources to supply project water requirements 70 Ranch—Section 25 Sand Mine—MLRB 112 Permit Application Exhibit G-1 The applicant has water rights decreed under case number 16CW3059. (1) Affirmatively state that the Applicant has acquired or applied for a National Pollutant Discharge Elimination System permit from the Water Quality Control Division The Operator will apply for a National Pollutant Discharge Elimination System (NPDES) permit from the Water Quality Control Division of the Colorado Department of Public Health and Environment prior to discharging water from the site. 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit G-2 EXHIBIT H —WILDLIFE ASSESSMENT This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.8 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) A description of the significant wildlife resources on the affected land. A review of the habitats listed on the ECMC GIS website did not identify any high priority habitats. (b) Seasonal Use of the Area Mule deer may use the Site as part of their winter range as depicted by the 2016 High Priority Habitat maps although the winter range no longer overlaps the Site with the currently effective 2024 map(see attached for current map). (c) The presence and estimated population of threatened or endangered species from either federal or state lists The Site was screened for the presence of critical habitat for threatened or endangered species utilizing the US Fish and Wildlife Service's IPaC website and the Colorado ECMS GIS website. The Site does not contain any critical habitat for the listed species. See attached report. (d) A description of the general effect during and after the proposed operation on the existing wildlife in the area, including but not limited to temporary and permanent loss of food and habitat, interference with migratory routes, and the general effect on the wildlife from increased human activity, including noise. The mining and processing of the sand will produce noise and air emissions that will cause a temporary disturbance to wildlife. It is expected that wildlife will continue to use the riparian corridor during mining and the Site itself when not it operation. After reclamation, the planting of perennial grasses and shrubs in the disturbed area outside of the reservoir will create improved cover, foraging, roosting and nesting areas for wildlife. The addition of water storage will create the opportunity for additional wildlife including reptiles, amphibians, shorebirds and waterfowl. The Site is outside of any mapped migratory routes. 70 Ranch Section 25—Proppant Mine—MLRB 112 Permit Application Exhibit G-1 d1,I1 A 54 Ah.1!L JFt. ��. 1 / 4l irk 'F: United States Department of the Interior FISH AND WILDLIFE SERVICE Colorado Ecological Services Field Office Denver Federal Center P.O.Box 25486 Denver, CO 80225-0486 Phone: (303)236-4773 Fax: (303)236-4005 In Reply Refer To: 02/06/2025 14:05:42 UTC Project Code: 2025-0052668 Project Name: 70 Ranch Proppant Mine Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act(Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the IPaC website at regular intervals during project planning and implementation for updates to species lists and information.An updated list may be requested through the IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) Project code: 2025-0052668 02/06/2025 14:05.42 UTC (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: https://www.fws.gov/sites/default/files/documents/endangered-species-consultation- handbook.pdf Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act(ESA), there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-related impacts.Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts, see https://www.fws.gov/program/migratory-bird-permit/what- we-do. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures, see https://www.fws.gov/library/collections/threats-birds. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.gov/partner/council-conservation- migratory-birds. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. 2 of 8 Project code: 2025-0052668 02/06/2025 14:05:42 UTC Attachment(s): ■ Official Species List OFFICIAL SPECIES LIST This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Colorado Ecological Services Field Office Denver Federal Center P.O. Box 25486 Denver, CO 80225-0486 (303) 236-4773 3 of 8 Project code: 2025-0052668 02/06/2025 14:05:42 UTC PROJECT SUMMARY Project Code: 2025-0052668 Project Name: 70 Ranch Proppant Mine Project Type: Subsurface Exploration - Non Energy Materials Project Description: Sand Mine Project Location: The approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@40.36829055,-104.38451469545524,14z Counties: Weld County, Colorado 4 of 8 Project code: 2025-0052668 02/06/2025 14:05:42 UTC ENDANGERED SPECIES ACT SPECIES There is a total of 9 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. Note that 1 of these species should be considered only under certain conditions. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. 5 of 8 Project code: 2025-0052668 02/06/2025 14:05:42 UTC MAMMALS NAME STATUS Preble's Meadow Jumping Mouse Zapus hudsonius preblei Threatened There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.gov/ecp/species/4090 General project design guidelines: https://ipac.ecosphere.fws.gov/project/6UZOZO3BYZDOJKTUPGQOWGNRRQ/ documents/generated/6861.pdf BIRDS NAME STATUS Eastern Black Rail Laterallus jamaicensis ssp.jamaicensis Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/10477 Piping Plover Charadrius melodus Threatened Population: [Atlantic Coast and Northern Great Plains populations]-Wherever found,except those areas where listed as endangered. There is final critical habitat for this species.Your location does not overlap the critical habitat. This species only needs to be considered under the following conditions: • Project includes water-related activities and/or use in the N.Platte,S.Platte,and Laramie River Basins which may affect listed species in Nebraska. Species profile:https://ecos.fws.gov/ecp/species/6039 Whooping Crane Grus americana Endangered Population:Wherever found,except where listed as an experimental population There is final critical habitat for this species.Your location does not overlap the critical habitat. Species profile:https://ecos.fws.gov/ecp/species/758 FISHES NAME STATUS Pallid Sturgeon Scaphirhynchus albus Endangered No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/7162 INSECTS NAME STATUS Monarch Butterfly Danaus plexippus Proposed There is proposed critical habitat for this species.Your location does not overlap the critical Threatened habitat. Species profile:https://ecos.fws.gov/ecp/species/9743 Suckley's Cuckoo Bumble Bee Bombus suckleyi Proposed Population: Endangered No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/10885 6 of 8 Project code: 2025-0052668 02/06/2025 14:05:42 UTC, FLOWERING PLANTS NAME STATUS Ute Ladies'-tresses Spiranthes diluvialis Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/2159 Western Prairie Fringed Orchid Platanthera praeclara Threatened No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/1669 CRITICAL HABITATS THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S)MAY HAVE EFFECTS ON ALL ABOVE LISTED SPECIES. 7 of 8 Project code: 2025-0052668 02/06/2025 14:05:42 UTC IPAC USER CONTACT INFORMATION Agency: Private Entity Name: Kyle Regan Address: 8308 Colorado Blvd Address Line 2: 200 City: Firestone State: CO Zip: 80504 Email kyler@civilresources.com Phone: 4089302544 8 of 8 71a5 14 13 t? i;7 14 11 gyp+' 4 • • • - it �� __ 24 19 20 21 . ,n ti (? 27 2�3' - 30 29 28 32,, , ', \ f:1 \\' 4111111111111011111111"11. ''' , 1 � 4 _ 6 5 0 Feet , 0 0 1750 3500 7000 i EXHIBIT I — SOILS INFORMATION The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.9 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: In consultation with the Natural Resources Conservation Service(NRCS) or other qualified person, the Operator/Applicant shall indicate on a map (in Exhibit C) or by a statement, the general type, thickness, and distribution of soil over the affected land. Such description will address suitability of topsoil(or other material) for establishment and maintenance of plant growth. If necessary, at its discretion, the Board may require additional information on soils or other growth media to be stockpiled and used in revegetation. The NRCS' Web Soil Survey was utilized to create a soils report for the project area. The whole of the site is covered with valent sand with 3 to 9 percent slopes. The proposed reclamation for areas above the highwater line will flatten out the area reducing the slopes and increasing the likelihood of revegetation. The sandy growth medium will be a challenge in establishing revegetation and may require soil amendments. See the attached soils report for details. 70 Ranch Section 25—Proppant Mine—MLRB 112 Permit Application Exhibit K- 1 USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for N RCS States Department of Agriculture and other We I d County Federal agencies, State Natural agencies including the Colorado, Resources Agricultural Experiment Conservation Stations, and local Service participants Southern Part , 4„,,,,,, . .--:--,,-.: -. ' : ' ilfilill' hiliiii- ' , ,, - - - 1°11111:1 1.- I. - "14 . '-,. ' ''./111.6-kb 54ta, 4..,.11.. lit,, .,te_ i Itt if wry +f' ! s� F 4_ ` '`. ' r 4 ! � ea hi ` s ' 1111 CI ��2,000 ft + ' .._. 0. I. February 6, 2025 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist(http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.)should contact USDA's TARGET Center at(202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice)or(202)720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 8 Soil Map 9 Legend 10 Map Unit Legend 11 Map Unit Descriptions 11 Weld County, Colorado, Southern Part 13 69—Valent sand, 0 to 3 percent slopes 13 70—Valent sand, 3 to 9 percent slopes 14 References 17 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 Custom Soil Resource Report Soil Map N S 550600 550900 551200 551500 551800 552100 5524W 5527W 553000 553300 553030 553000 40°22'50"N - •; - - 40°22'50"N Xli' . s 8 E ' IF - _� - I �, h ?4 ,p� ;... '.,.,, R \\.„ .. I , ,. CD slitutjal0 ,� Z ry,,71 1 .. , ...t a It 1, , -0. '1'',', ,..,, \ d +y, NI 2 "Nh y C r i1 1 'i 0 {I. .11 I T - , — • - - .� _ k _- ti _ tom. , tt -moo .. , k- .), •- . . = ; ., . , i n 40°21'38"N i I 40°21'38"N 550600 5509W 551200 551500 551800 5521W 5524W 552750 553000 553300 553600 553900 3 1) [n o v Map Scale:1:15,600 if printed on A landscape(11"x 8.5")sheet. Meters S N 0 200 400 800 1200 AFeet 0 500 1000 2000 3000 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:IJTM Zone 13N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) g Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) 1:24,000. Stony Spot Soils Very Stony Spot Please rely on the bar scale on each map sheet for map Soil Map Unit Polygons measurements.t0 .0 Soil Map Unit Lines Wet Spot Other Source of Map: Natural Resources Conservation Service 0 Soil Map Unit Points Web Soil Survey URL: Special Line Features Coordinate System: Web Mercator(EPSG:3857) Point Features y ( ) Blowout Water Features Streams and Canals Maps from the Web Soil Survey are based on the Web Mercator • Borrow Pit projection,which preserves direction and shape but distorts Transportation distance and area.A projection that preserves area,such as the x Clay Spot _—r Rails Albers equal-area conic projection,should be used if more Closed Depression Interstate Highways accurate calculations of distance or area are required. • Gravel Pit US Routes This product is generated from the USDA-NRCS certified data as Gravelly Spot Major Roads of the version date(s)listed below. • Landfill Local Roads Soil Survey Area: Weld County,Colorado,Southern Part Lava Flow Background Survey Area Data: Version 23,Aug 29,2024 4, Marsh or swamp II Aerial Photography Soil map units are labeled(as space allows)for map scales Mine or Quarry 1:50,000 or larger. • Miscellaneous Water Date(s)aerial images were photographed: Jun 8,2021—Jun 12, O Perennial Water 2021 Rock Outcrop The orthophoto or other base map on which the soil lines were + Saline Spot compiled and digitized probably differs from the background Sandy Spot imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. Severely Eroded Spot Sinkhole Slide or Slip oa Sodic Spot 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 69 Valent sand,0 to 3 percent 66.4 6.6% slopes 70 Valent sand,3 to 9 percent 938.2 93.4% slopes Totals for Area of Interest 1,004.6 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, 11 Custom Soil Resource Report onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Weld County, Colorado, Southern Part 69—Valent sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol: 2tczd Elevation: 3,000 to 5,210 feet Mean annual precipitation: 13 to 20 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 130 to 166 days Farmland classification: Farmland of local importance Map Unit Composition Valent and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Valent Setting Landform: Interdunes Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Linear Parent material: Noncalcareous eolian sands Typical profile A - 0 to 5 inches: sand AC- 5 to 12 inches: sand Cl - 12 to 30 inches: sand C2-30 to 80 inches: sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): High to very high (6.00 to 39.96 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 1 percent Maximum salinity: Nonsaline (0.1 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: R067BY015CO - Deep Sand, R072XA021 KS - Sands (North) (PE 16-20) Hydric soil rating: No 13 Custom Soil Resource Report Minor Components Dailey Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Concave Ecological site: R067BY015C0- Deep Sand, R072XA022KS - Sandy (North) Draft (April 2010) (PE 16-20) Hydric soil rating: No Julesburg Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY024C0- Sandy Plains, R072XA022KS - Sandy(North) Draft(April 2010) (PE 16-20) Hydric soil rating: No Vona Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Toeslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY024C0- Sandy Plains, R072XA022KS -Sandy(North) Draft(April 2010) (PE 16-20) Hydric soil rating: No 70—Valent sand, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 2tczf Elevation: 3,050 to 5,150 feet Mean annual precipitation: 12 to 18 inches Mean annual air temperature: 48 to 55 degrees F Frost-free period: 130 to 180 days Farmland classification: Not prime farmland Map Unit Composition Valent and similar soils: 80 percent Minor components:20 percent Estimates are based on observations, descriptions, and transects of the mapunit. 14 Custom Soil Resource Report Description of Valent Setting Landform: Hills, dunes Landform position (two-dimensional): Shoulder, backslope, footslope, summit Landform position (three-dimensional): Head slope, nose slope, side slope, crest Down-slope shape: Convex, linear Across-slope shape: Convex, linear Parent material: Noncalcareous eolian sands Typical profile A - 0 to 5 inches: sand AC- 5 to 12 inches: sand Cl - 12 to 30 inches: sand C2-30 to 80 inches: sand Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: More than 80 inches Drainage class: Excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water(Ksat): High to very high (6.00 to 39.96 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 1 percent Maximum salinity: Nonsaline (0.0 to 1.9 mmhos/cm) Available water supply, 0 to 60 inches: Very low (about 2.4 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: R067BY015CO - Deep Sand, R072XY109KS - Rolling Sands Hydric soil rating: No Minor Components Dailey Percent of map unit: 10 percent Landform: Interdunes Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Concave Ecological site: R067BY015CO- Deep Sand, R072XA021 KS - Sands (North) (PE 16-20) Hydric soil rating: No Vona Percent of map unit: 5 percent Landform: Hills Landform position (two-dimensional): Shoulder, backslope, footslope Landform position (three-dimensional): Head slope, nose slope, side slope, base slope 15 Custom Soil Resource Report Down-slope shape: Linear Across-slope shape: Linear Ecological site: R067BY024C0- Sandy Plains, R072XA022KS - Sandy (North) Draft(April 2010) (PE 16-20) Hydric soil rating: No Haxtun Percent of map unit: 5 percent Landform: Interdunes Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Base slope Down-slope shape: Linear Across-slope shape: Concave Ecological site: R067BY024C0- Sandy Plains, R072XY111 KS - Sandy Plains Hydric soil rating: No 16 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 17 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=n res 142 p 2_05 3624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf 18 EXHIBIT J —VEGETATION INFORMATION This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.10 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: (a) Descriptions of present vegetation types, which include quantitative estimates of cover and height for the principal species in each life-form represented(i.e., trees, tall shrubs, low shrubs, grasses, forbs). The Site is located in an area of rolling sand dunes north of the South Platte River. The elevation at the site ranges from 4,550 to 4,605. Soil samples taken at the Site demonstrate that the soil at the site is comprised of mostly clean sand with less than 10% passing the #200 sieve. Vegetation is sparse at the Site accounting for approximately 25 to 45 percent cover and sits mostly at the bottom of valleys created by the dunes with minimal vegetation on the dune slopes. Native vegetation consists of a sandsage prairie natural vegetation type with typical plants including sand sagebrush, rabbitbrush, sand bluestem, prairie sandreed, and Indian ricegrass. (b) The relationship of present vegetation types to soil types. As shown in Exhibit I, the soil type across the site is valent sand with 3 to 9 percent slopes. (c) Estimates of average annual production for hay meadows and croplands, and carrying capacity for range lands on or in the vicinity of the affected land, if the choice of reclamation is for range or agriculture. Reclamation is planned for developed water storage and not suitable for agriculture. 70 Ranch Section 25—Proppant Mine—MLRB 112 Permit Application Exhibit J-1 EXHIBIT K- CLIMATE INFORMATION The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.11 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: Provide a description of the significant climatological factors for the locality. This property is in a semi-arid continental climate strongly influenced by the Rocky Mountains. The area is usually warm in the summer with frequent hot days. In winter, periods of very cold weather are caused by arctic air moving in from the north or northwest. Milder periods occur when westerly winds are warmed as they move down slope, off of the mountains to the east. Weather monitoring data is not available from the site. The nearest weather monitoring station with a recent period of record is at Kersey, CO. Data is collected from the Colorado State University CoAgMet website. The table below lists the average monthly temperature, and average total precipitation on a monthly for the period of record from May 1, 1991 to Present. Most of the precipitation occurs as rainfall during the warmer part of the year with the heaviest rainfalls in the late spring and early summer. Winter snowfall is frequent but the snow cover usually melts quickly during the milder periods. Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Average Monthly Max 41.8 44.2 56.5 63.1 72.3 84.2 89.9 87.7 80.1 65.6 52.1 51.4 Temperature (F) Average Monthly Min 10.7 13.5 23.2 31.2 42 51.4 56.7 54.4 45 31.7 20.2 10.5 Temperature (F) Mean Total Precipitation 0.13 0.14 0.63 1.40 2.54 1.60 1.42 1.21 0.98 0.82 0.32 0.11 (in.) 70 Ranch-Section 25 Sand Mine-MLRB 112 Permit Application Exhibit K- 1 EXHIBIT L - RECLAMATION COSTS The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.12 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: See attached spreadsheet. 70 Ranch—Section 25 Sand Mine—MLRB 112 Permit Application Exhibit L-1 EXHIBIT L-RECLAMATION COST Activity Quantity Units Unit Costs Cost A. Area Above Highwater Line(Equipment:Excavators,Dozers,Tractor,Water Truck) 1 Remove concrete pad for wash plant 33 CY $ 65.00 $ 2,164.50 2 Remove concrete base for scale 111 CY $ 65.00 $ 7,215.00 3 Scarify ground 172 Acres $ 150.00 $ 25,810.80 4 Spread 6"topsoil 138,666 CY $ 1.50 $ 207,998.90 5 Seed and Mulch 172 Acres $ 900.00 $ 154,864.79 Subtotal $ 398,054.00 B. Slurry Wall @ 100%Installation Cost($10.50 per SF)per DRMS Bonding Requirement. Slurry wall will not be constructed for more that 2 years.Equipment used-Excavators, Dozers,Scrapers,Water Truck(BOND AT A LATER DATE) Slurry Wall @100%,320,600 linear feet of slurry wall approx 40'deep 320,600 SF $ 10.50 - Subtotal $ - Total Disturbance Costs $ 398,054.00 Indirect Costs Overhead&Profit Performance Bond(2.02%)-Based on DRMS estimate $ 8,040.69 Performance Bond(3.07%)-Based on DRMS estimate $ 4,179.57 Job Superintendent(240 hours @$75/hr)-Based on DRMS estimate $ 18,000.00 Contractor Mob and DeMob(3%)-Based on DRMS estimate not including slurry wall $ 11,941.62 Contractor Overhead and Profit(10%)-Based on DRMS estimate not including slurry wall $ 39,805.40 Subtotal $ 81,967.28 Contract Amount(direct+0&P) $ 480,021.27 Legal,Engineering&Project Management Financial warranty processing(legal/related costs)($500) $ 500.00 Engineering Work and/or contract/bid preparation(4.25%) $ 20,400.90 Reclamation management and/or administration(5%)-Based on DRMS estimate $ 24,001.06 Contingency(3%) $ 11,941.62 Subtotal $ 56,843.59 Total Indirect Costs $ 138,810.86 'Total Bond Amount $ 536,865 EXHIBIT M — OTHER PERMITS AND LICENSES The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.13 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations: The Operator has obtained or will apply for the following permits prior to mining: Colorado Department of Public Health and Environment • Air Pollution Emission Notice (APEN) Permit • Colorado Discharge Permit System (CDPS) and Storm Water Management Plan -Storm Water Only • State Engineer's Office Substitute Water Supply Plan Weld County • Use by Special Review-an amendment is being submitted to Weld County with this DRMS 112 Amendment 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Application Exhibit M-1 ©E ©OQ F Op0 IIIIII IIIII III , i3'I° IIIII Ell IIIIII Ill � ° III' O(F9 O�Op�O cc. , 3137261 12/1 03:08P Weld 1 of 38 R710 D 325.00 Steve '1' o Clerk& Recorder <C RECORDER'S MEMOR'Y UM p�0° p�0° p�0° pc-c 1 , S n�CIIMENT -OND T, i ,r ,li. OR SCANNING PU l ' li. Q� g WARRANTY DE,, QA ,4 ©O ©O O ©O ©O p02 2 O� O� O� O THIS W DEED is made ' December 18, 200 Wetween PERKINS Op �4O�LAND & LIVEST , LLC, a Colorado lie, i s liability company (" for"), whose addres,. O is 1514 East Mao .O. Box 267, Union Er Missouri 63565-026(7R„) d 70 RANCH, L.L. 4. pc� Colorado li 0' liability company ("4* tee"), whose address $ 145 East Kenyon • 4 e, Suite 100 De ver, Colorado 80237-1: . V 4€31RANTOR, for and Cr consideration of tl sum of THREE MI N TWO O t RED FIFTY THOU ND DOLLARS ($3,20�r 000.00) and other g+(�+ and valuable O Irsideration, the recei iird sufficiency of whicre hereby acknowl f % by Grantor, has pp 00 sold and conveyed, 9 +y these presents d9 hereby sell and convey e to the Grantee, its`@O 4$ successors and a$hs forever, the folio 4t�. real property in the )bnty of Weld, State . ._ Colorado, tow& lie"Property"): ��O �O #0 d See Exhibit A attached Hereto and incorporatcr h ein by reference, tog t with all improveme easements and appur cgces thereto belongin.04 in any way �OQ 4 appertaining, and all the e�fe;right, title, interest, la and demand whatsoe C of the Grantor, er in law or in equi. '�'•f, in and to the Prop including, but not li tits to, (1) all rights p 4OKOGrantor may have jig-ersions, remainders, �4 -of-way, appurtenanes?.greements, licenses,,@% O' tenements and h—4 aments, appertainin or otherwise benefitin_�+ sed in connection w such real pro. or the Improvement hereinafter defined)• all of Grantor's inte -Q if any, in min- c s and mineral rights, 4 d gas and oil and g ghts (excepting thos feral rights, if ny, previously reserver otherwise severed bxirecorded instrument) appurtenant to the Pa+erty; and (3) all exi : improvements, struIt ,e and fixtures placed `nstructed, O, ins 6i ed, or located on the `tg+ +erty, and all fences, -s, plants, trees, land ng, and other urtenances located u.+mover, or under the Pro y(the "Improvements� �o 0O�' v. Op Op O GRANTO' 1t+-s covenant and agr-;N+ and with Grantee tp Qrrant and defend th O o�� Property and th iet and peaceful posse_4� of the Grantee, its s 0 sors and assigns, agar # all and eve y�ers n or persons clai .-'bri the whole or any +N0thereof, subject to dal property tax and assessments for th$ear in which this deed t +ated, and the exceptiotOb title describ n Exhibit B attached 'J to. Q4 Q4 Q4 �,0 �00 �00 �00 �00 .O �O .O .O .O ��p ��/ ��.�p ��.�p ��.(p (F p�0 p�0 pF p�0 dOQ4 ©CI4 dOQ4 dOQ4 ©EY M M M M M ��.�p ��/ ��.�p ��.�p ��.(p (F p�0 p�0 pF p�0 ' too `®IIIlilll IIIII IIII I ,`�I�IIII IIIIII e oQ oQ oQ 231S-18 R 191/0003 0 325.0$401 Meoeno Clerk & Reco ��CO s�p �O@OQ �O@OQ # THI RRANTY DEED is 4 d as of the day and y rst above written. # OQ4 OQ4 GRANTO rA OQA OQ PERK SAND & LIVESTOCK,` LC, `© ��0(b ��0(b co�� o limited liability co��f y ��@ , 1 © �� Title: �puaj�- © �@ e ATE OF COLORADQ `2 ) � � I e_ COUNTY OF, / ;(y-1f ) $4 The o+ooing •inst ent was before me,l%p____ of )�efi r, 2003, byAA I. /Q,i)lj rkift as �it 'aGi{_ Y of Perk and & Livestock, L Colorado limited Ha y company. Q4 Q Ocb O fitness my hand fOficial seal. ,�Ne Ocb O I My commis ��-xpires: . i � ti2g � �� ,SRO .ARY.PU `i ,SRO O U{-1.C. *eh 4 j , DARELLA L, l k Notary Public4 �Iv, BLOCH :®�$ o 0 0 ''qT...... © © ©OQ i, e 0.....:."4"-- o2. o2. o2. ��0�+ ��0�� 0�+ ��/ I e e @ @ I icig4 I I I I I (C�SjOQ4 OQ4 (��OQ4 (��OQ4 (��OQ k[:\DCWP\F2\23016\Closing-Land\Dee3.NeE - 2 -�^`� I �^��$4 ��O�O� ��OoO� �� I O@ �� IIII IIII , �I IIII IIII �oQ� �oQ� �o< IIIIII illl9/ �IIIII IIIII 3 03:08P Weld .. Wty, CO e e e 3 of 191.00 D 325.00 St rdtoreno Clerk & Recorder @ O@Op@Op 9 49 9 4 �4 EBRIBIT A" � � �� O4LEGAL DESCRIPTIO>O�O4 (cil<4 @C-94 O��6Op TOWNSHIP 4 O'H, RANGE 62 WEST 0 P.H. � O�O� <0. . ° Nwl/a �O O O Sectio•s� All Section 5: EXCEPT a�trip of land 100 feE. � ids, being 50 feet ge iori 7: on Q on each s e of center of track f Colorado Central Railroa�any in the SE1/4 Ay'� of said Section 7 4 ��o conv e0 o said company in� T recorded in Book Sc$t (7,-;:lid 0 0 Page (fib ,- EXCEPTING TEEREFRO1 hat parcel of land AS;onveyed �� O" The TH Ranch. LLC, eolorado limited 'Lama,' No. �0 � OGcompany by need ree•if=• June 12, 2003 as , 65' 0 30�2323. 0 ��e �OOOO TOWNS NORTH, RANGE 62 OF THE 6TH P.M. tion 3: W1/2E1/2 4 4 CtiOri 15: W1/2E1/ 1/2 ection 17: All �O� �OQ �OQ �OQ $ection 10: A11 _ _ _ -- - - - " - 2 Section 19: ,�� DO Section 20: ,�1 /�,�' Section 21:` / . DSO Section Section Z`9` JAll o� ��O ��O o�. . 49 Sectional All O O TOW 4 NORTH, RANGE 63 OF THE 6TH P.M. 49 4 Section 1: All ALSO ING THEREFROM that �,, cal of land as conveyed @2 to T j Ranch, LLC, a Col• 4 o limited liability_ OQ /� c•„.,w. by Deed recorded }„r 12, 2003 as Recepnn o. �o (r AN/ 23. N/ C�s KJ O" Section 3: \.L. EXCEPT a strip •1, S .d 100 feet wide, ,l�9 $0 feet �b on each side of tezt of track of Colora•). _ntral ?0 0 Railroad Company vt` he NE1/4 of said St •n 3 as �O �� conveyed to saij .mpany in Deed reco .4 in Book 50 at �4� 4� Page 586; o� 0# EXCEPT a st of land 200 feet wi ea each side of the,S� center lin the railroad of th4 ion Pacific �S' Q� RailroaCompany, as reserved y id Company in Warr. p need to the NE1/4 o bid Section 3 recordp in O Boo at Page 52; and I EXuc that past of NW1/ aid Section 3 conv y toPark in Quit Claim recorded in Bookand e 433 described as % t portion of land 1 `Ig ein9 along the Wessst�"•e of the N1/2 of sat action ��Ocr0 �� P. <4) formerly laid out county road but ab- . traction ae �0� such. //LL,, /L0 EXCEPTING THEM a parcel conveyed 4 eld County by Oo Oo deed reco rde� 26, 1995 in Book tiK•as Reception No.2440046. O � � ALSO EXCE:4 THEREFROM that pa of o d as C neys to The comps '% Colorado 4 •y Deed recorded June 2, 2003 as Receptio I no.30(PI Q b b b b . P. I OOc O49 OO›o O4 ©oQ ©oQ £5z114 bSection 10: ALL C PT that part ofttttxxxeee,,,,,, thereof e,pn�beyed to State Department ghways, Division ot% �b ��' ig' ways, State of Colo-t�-, in Special Warran Feed corded in Book 121 '�, Reception No. 2161G-4 �O�O scribed as follow �` < o Do Beginning at a •o on the Bast right o ay line of o �� Quarrteetcornerty tssaid Section 10rom be-W rorthe24ast degrees �O caf 258.16 feet; on minutes : s-conds East a distant e d thence Nor-A89 degrees 10 minut 40 seconds West 44 co al u OQ feet e. nt on the West rig! f way line of Weld n n 0 0 69; -i^d o es 23 seconds West o 0 = rz thence th 11 degrees 21 m 42V, feet; =8 2 O�b t2� South 61 degrees 'mutes 4D seconds W �57.28 �b —1341,J r to a point on the theast right of wet"? e of �,� ``yam-"" �2Mate Highway 36 ld RE) ; /////��,,,,, /A o y thence South 57 de s 36 minutes East lnuing along said right of WA a 293.45 feet; O —c000 thence North 1Q, rees 29 minutes 30.J •nds West �,5�� gin I"P� or less, to the POI+ of Beginning. �\,--/ 397.59 feet, `�d5 =o PI ALSO EXCEPTING THEREFROM that parcel f land as conveyed Fyn oh, LLC, a Colorado l�'mited liability =o C OQ to *Deed recorded .7uae( 003 as Reception N On a=o © 307237,�� p� �S r ALS• SACCEPTING THEREFROM tha©portion of Section 1 r,- (�� c• *-.ted by Deed recorde 14 vember 4, 1998 as Re ion a r��U' �� 651549. �� //��,,�,�� //��,,�,�� SHE 6TH P.M. �/A�S �/A�S TOWNSHIP �fTH, RANGE 63 WEST O O O O �' m Section All � � � Secti 3: All Sec ion 17: All orCio f the 51 25w1 4 B on 20: S1/2, NW % EXCEPT that p / / c� ��SSS�S thereof 4.veyed to the River- le Reservoir and Land Comp- p to Warranty Deed rec.y�-d in Hook 401 at Pa® © 237• t--cribed as follows; �' E' b B„Vying at a point 200 v t South B7 degrees ta p * es East of Stati. '0 f the right of way ts' he 4 . ,e- der ditch of The R r? side Reservoir, fr•�.� ence the $ + /L© orthwest corner of14 d Section 20 bears t h 03 /�O degrees 19 minute-4 st 4492 feet; 4� 2,�5 Oo Oo thence run in 0= terly direction al j- the Southern boundary of t ght of way of feed tch 750 feet to ,S� - a point on t -outhern boundary ofd of right of wAY4 the � Q One he thue South the feet, e or less, to a poir� o Ori the th bank of the Sout late River; <Y) 6� then,gg,� n in a Northwester • rection along the h Oo bank b'f the South Platte Ri'lk= to the Place of 134�6.4;,ing• b b b ��O�O� Section Section 23:,/6section 22: 0 1 Section 21: 1 ��O�O� ��$9 ��$9 Do section ® All 0 O O � Secti•.*+ ; E1/2, NW1/4, • t W1/4, SE1/4sw1/4Y�i4 l/25W1/4 �� Sectin 4: El/2. E1/2NW , and that part of described s allows: Heginin a point on the Nort line of the SW1/4 of4 OQ Secti•: , 1675 feet East o 't e Northwest corner -i Q 4 said . 4, to a point on t ;� orth line of the r' .G of �O way A the Union Pacific R- - road Company; �4 theme Southeasterly alo said North line of se . right ay to the East lin said SW1/4: p �'� ' ence North on said line to the Northea corner $ + .+ of said SWI/4; . ///��,0 �O 2, 2, thence West on the„ rth line of said S to the Point - �° of Beginning. ASJ �� EXCEPTING THE-alFre a parcel conveys* Weld County by �4) deed recorde• y 26, 1995 in Book as Reception No. 2440048. a ALSO HXCI.&INO THEREFROM that •.l4cel of land as conv+:rd oQ to The - •anch, LLC, a Color Icalimited liability Q comp- •p•y Deed recorded Jun : . 2003 as Receptio� . O 3072 . b 4 4 4 4 �0 OQ �OQ$ �OQ �OQ? ��1 l I Ri till IIII II cjjQ 'till 1111 III e e e 1 1111 134: 112119/2003 03:08P W &'ountV, CO Op Op Op Opir38 R 191.00 D 325.00 e Moreno Clerk& Recordd� e �O� eO� O(9 O(9 O(9 O(9 Oc. O�O�O (� Section 35: THEREFROM at•'�cel conveyed to W;�EPunty by �O� e � �� deed recorded May 24O '95 in Book 1493 aseption N6. �O�O ALSO 4e TH gaaG Al, FROM that parcel of,_Itd as conveyed O< e Colorado limip!\r Lability �o to pan b RdYr gv'-> c�pp�l. by D recorded June la, 2 aS Reception No. 3072323. patent from ion 36= SW1/4SW1- C�• •f14, EXCEPT Coloradoat part in Books uded Pagem118, descriib d the St..� �� OQ O° asf `s s= the O C ing at a point 1337s ptSNNorth Orth fRange563 f sttof O�.O cr 6th of Section 36, TaIJF,. � . �� ence South 26 degr-, a 5 minutes East 44 s► �O° �OO �O thence South 32 de?4' 32 minutes East l •(j. et; O es 19 minutes East �`+ feet; thence South 52 ..ace e ��0� thence South thence South �.egrees 20 minutes Et? 01 feet; o�U thence Sout degrees 40 minutes t 503 feet; ��O dthence South 7 degrees 50 minute st 441 feet to a point u » CEP1 beingEaEstrif phe o So hw150 corner of said 1 of e t feet wide, �OQ oncel dl sidebofn above t descr - • �centerline. Q .i .'-� parcel of land aaeeYed OO - - nTc -T8 Ranch, LLC--a CO"%rado limited liabil _ __.... - -- any by Deed recordune 12, 2003 as Re� 1on No. _ . . �� O� 07a323. �Ca 11ofLotsCandrO� I OF: G of Blocks 4 and 5 vacated alley betw-, �=locks 4 and 5 F;aRDTN: GETHER WITR all O€ 1and Lot C; and all uaacated Castle aven jacetween Blocks 4 all of vacated nav venue South of and e and Lot C; ,- 4 of said vacated Cullen Street; he Southeasterly ,$� Davies Avenue bet eon Cullen Street an' ichtho£an Street 4adjacent to 4 'd Lot D. �� Q EXCE• i from the applicable rtions of the land SA doe 'e-ed in said Parcel 1 e following parcels o OO c• • t ed to the Colorado ral Railroad Compa orded in Hook 30 at — 237, described as f lows, Section 17, Townsh' •� North, Range 62 W2tj hrough \ry �O SE1/4NE1/4 a st S of land 60 feet wi Orom the Op center line of th:v42 orado Central Rail�i• on each �O(c'�S �O/z� �O/z� frde thereof, ��SS ��SS through the NW '1/4 a strip of 1 feet in width from the ce Sine aforesaid and ach side thereof; Oo through th /4NW1/4 a Strip of d 60 feet Ln width d from said ter line on each xi hereof; througahe nter lW1/4 a stria of land 100 feet in dt n fromi center line on ear ider \S OQ Als•ghe following deecri„=y„�• tract in Section 1 O '' -fr-:= ip 4 North, Range 52110est through the N1/ /4; rip of land 130 fe t`wlde measured from th enter aforesaid and o h side thereof; . 2. �OO� �, lso in section 7, ship 4 North, Rang uwest a p� O O strip of land thr� the W1/2SW1/4, 150 wide from O�O e �O� also center lin�n eowh hide tNorthf ��LLLLLLO,,, �.Also in Seetio '^ Township 4 North, nte 63 West a O o strip of lan = feet wide from sari enter line and ono each side Iof through the E1/ '/4. I0(9 0(9 0(9 0�NS AO . 2. . 2. . 2. . 2. IIIIII IIIII IIII ilia 11111111111111111111411111 6OQ 6OQ �OQ 3137261 12/14 :I 03:08P Weld Coy :� 0 b b b 6 of 38 R i .10 D 325.00 Steve G� : Clerk& Recorder Op JOp �Op ��5� ��SThe following is a f-� riptioa of the ten line of the � O �o Oo Colorado central •t road. O Beginning at a eal't on the East line -action 17. o Township 4 N.9 Range 62 West, 13 et South of its Northeast or r; running ce North 81 degrees minutes West 5710 Q� feet to ° s ake; o 6O theenc, rth 81 degrees 19 ;es West 36 feet to ,aP �OQ O�� t North 80 degrees 3<. inutes West 100 £ee�tYi a ��^ 6 Aence North 79 degree -notes West 100's to a �O �O� ir O �,AT5 thenc O �v(feet to a ��O thence North 78 den 38 minutes West 9 stake; thence Norrrtvtjh greeS 38 minutes W 0 00 feet to a �O hence degrees 38 \West 100 feet to a Q� stakes North degrees 38 mines West 100 feet to �4 Q 0 OO stO North 74 degrees 3g� utes West 100 feet �t§' a o c O O,-/ rakes2 e North 73 deg=�as minutes West 100Off. to a Op O�� O� ence North 72 dr �e 30 minutes West � Yveet to a � 0� stake: O � � thence North fl�grees 38 minutes 0oo feet to a <o stake; thence North 0 degrees 38 minutesciest 100 feet to a stake; Q thence h 69 degrees 38 m®i s West 100 feet to< Q C��,^,OO stakth rjNorth 68 degrees 38 0. sites West 100 feet 'o/a �O pV . . -_ sili G:..North 67-degre f� (��/ ___ V manuCcs West `100 to a � O�O ��0�`stttha e;e North 6hence North 6 91 38 minutes Weal'A set to a ��Ov'0 �0 feet Co a O �O �O Stake; ,,,,,,SSSSSS��W �� thence North' degrees 53 minutest 50 feet to a stake; thence =1 th 64 degrees 38 minAes West 4362 feet to Q stake he edge of the P1a iver, which stake - • O 127 et West and 768 feet th of the quarter + er O O on West line of Secti Township 4 North, l--• ge �st. Op line thus describ-f,�rosses the section ��f (� /� //2� visional lines 'follows, viz: 7- OV- \_% \J 4-0-nter line of Sects at point Ov' O /ZO The North and Sour=>� ��SS ��SS 1041 feet South a quarter corner s North line. �Oo� �K:, The West line � ection 17 at a poiztt, 2 feet South of O� the Northwes rnet. �JJ o The North In of Section 18 at a-,7:tb3nt 313 feet East ofe> the quar,ter corner of said lin �J wJ Q The No;et. and South center liaof Section 7 at a point O 145 North of the quart rner on its sectio7b� 1. p o o O `'est line of SectioKnxa gat a point 1361 feet th of O 11 quarter corner on -v West line. v, vEXCEPTING Prom the "` iceble portions of lands 0� � O �.O described in sai ey= cal 1 the followin % reel: � OO Oo Oo A tract of 1- Located in the E1/2 ,64 Section 34, and O (� (� the W1/2 of Son 35, all in Tow F, y A 5 North, Range � OJ 07 63 West oe4 6th P.M., County p� e1d. State of Colored, and being more parts laxly described as folio 4 Q .d,��,..�'�SS;ing at the East Qua 4 corner of Sectioned I . ::raring the East line27 said section 34 to r.T.` 00 degrees 00 minutest 36 seconds East an4 th all �O 'l' er bearings coritai herein being relati1C thereto; ©I ©I ©I ©I ©oQ� pi te South 00 degrees inutes 3Bseconds % b0 tline to theTrues t offeet along said �O/L� Anin ty.= west, At �j�S thence South 86 de O 09 minutes 00 se O Ov 71.1.00 feet; �� °' thence North 6 oF"•rees 01 minutes 00 onds West, ��° D 339.00 feet; 9 mmmmmom Y thence South degrees 35 minutes seconds West, m A 86.00 feet �a OQ thence N. 29 degrees 35 min 00 seconds West, then' orth 72 degrees 23 MT-tes 00 seconds Westo �0 feet; 0 b b �e North 79 degrees 'nutes 00 seconds — �0� S . 4. O�" encef North 00 deg S�o minutes 00 seco �ast, Oa'O 'uJ g> thence No310.00 rth 28 ees 47 minutes 00 <ds West, O�� ' - o_o ,S�o 80.00 feet; ,S�o W o S S o ui # thence North green 07 minutes econds West, ih 70.99 feet. o 0 A thence NoAh 22 degrees 28 minutes 58 seconds West, 4 4 264.49 C; n co O thence cj th 84 degrees 44 miIes 34 seconds East,O w4 fi 506.® eet; (�� //��o a��, th- a South 74 degrees iminutes 13 seconds East=/ N b it r.77 feet to a point said East line of pion 34; b _ . 0� % nce South 74 degref� minutes 13 secondarst, Op �tO �1.08 feet; LJ XO thence South 00 de s 00 minutes 36 sE East, /L� �� thence Sout 651.18 h 8 � s 09 minutes 00 ® onds West, �(Rw!.) eir 'gr. J # 30.07 feet t e True Point of Be ng. .t OP SUSSECT PROPERT� CATED IN COUNTY OF 4,1 1V�VJJJETATS OP COLORAD,O4 e b b bS . bS . b S . I I b I I 1-1° ©c)4 1-1° 1-1° 1-1)\' I I b I I I I b I I �\ I IIIIII 1IIII IIII lit IIII I IIII IIII IIII @oQ ©CY ©C9 3137I'k 12/19/2003 03:08P W o bunty, CO b b 8 e8 R 191.00 0 325.00 � 'e Moreno Clerk& Records, ©W' t ©W' Sc," ',EXHIBIT A" @�94 ��LEGALESCRIPTIO@4 �07Q-4`' �� S�O�O� ��OR'HO RANGE 62 WEST , P.M. ��Op ��,Op �OO TOWNSHIP O O O O O secti$3: NWl/4 � � � Se ticn 5: All ion 7: All, EXCE* a strip of land 100 eet wide, being 50 fe t on sac <i e of center of tra Colorado Central Railer Company in the SE1/ /4 of said Section s O i red recorded in Book at eonv�l-d to said company (�� P 586. !�� (((�� ,�" p EXCEPTING THERE *Tthat parcel of latl�l,`�,3' conveyed Op //��, //2�„, to The TH Ranch, L Colorado limited (�-ility �OcU's 2 2\5 company by Deed r $ ded June 12, 2003 acception No. �� TOWNS �05 NORTH072 GE 2 wEtTO08 THE 6TH P.M. , e�`� $1 jection 3: Wl/2R1 4 ©Section 15: 81/2 W1/2 i„0J i„0J i„0J . >,- Section 18: til2 - _ _ . . - -��O6OSection� Section 19: Section 21,'r�O�� 1 ��O©O� ��O©O� ��O©O� Section All OO Sectio All O O O � Sect' 3: Al]. TOWNSHIP 4 NORTH, RANGE163 ST OF THE 6TH P.M. o<ection 1: A11 O ALS• EPTING THEREFROM t arcel of land as cpp�v yed to JO TN Ranch, LLC, a C t ado limited liabili, !✓ �( CC��1199ppany by Deed recorde' ne 12, 2003 as Recept4466n No. �^ (0 �O1AL72323. ,(� ( . 2 VV t. land 100 fcet wide Ving 50 Peet cU's�V e Section ALL, EXCEPT a str ;� a` a�• Central /A� //��,, //��,, on each side of eY of track of Cole �S �O �O Railroad Compa $'n the NE1/4 of sai.; tion 3 as O conveyed to company in Deed re•• •ed in Book 50 at CO EXPaCEPT 5T5a; w p of land 200 feet e on each side of tt center a S p 1, 9 center ne of the railroad of��.(�Che Union Pacific 4 Q Railr•t� Company, as reserve ` Y said Company in nn ��o war 31 Deed to the NE1/4 said Section 3 recoOd in O BoQ1�)�01 at Page 52; and (?3�, A EPT that part of NW7/4`-df said Section 3 conQyed to F Park in Quit Claeed recorded in Bo245 atage 433 described % at portion of land ng andO being along the w;t4s1de of the N1/2 of �j dsection�� formerly laid otl - ' a county road but <ndonedas euch. ` SS e �O EXCEPTING TH" 'OM a parcel conveyed o Weld County by O d2eed decor48. "; ay 26, 1995 in Boo- -93 as Reception No.� 4 ALSO EXCEPTING THEREFROM that arcel of land as cony ye� Q to 3 Ranch, LLC, a Col • limited liability ©O coyly by Deed recorded�� 12, 2003 as Recept o- �O 3: 3. U F©°p �o©gyp 4 .. . gyp ��©W' �oQ �oQ �oQ �oQ �4 �FPT that part o£ y 1/4SE1/4 thereof • . eyed �DO Section 10: A Division Op e State De azCment Highways. ghways, State ofCo . -do in Special Werra .eed �� Corded in Book 124pc- - Reception No. 216 ��0 C Do describedig an aoll•^- g wa line of ice , � on the East ri ht Y 0 m Beginning at a 198B) from : h the East Weld County R• 9 (July Quarter corner -f said Section 10 be17 fNorth1246 feet; o°� S Oa minute seconds East a dust +40 seconds west 44o, oQ 0 thence N 89 degrees West10 minu2 eof wayline of Well O emm c feet t point on the ri o county `' ad 69; 0 0 'o 2cb th"Y� South 21 degrees 21�nutes 23 seconds Wet �� U e feet; :,0- minutes 40 seconds k 57.28 �O iiii k Face South Si- degzee- ��" K .teet to a point on t `'ortheast right of second,- of �O - ti State $ighway 36 ( 1986) ; //////��,,,,,,\S /z, m 0-o 0� thence South 57 ��., ees 36 minutes East IL inuing along 0 I c o said right of SIC ine 293.45 feet; ,,SSw� �ih N thence North egress 29 minutes ��,,ee��econds West �� o m 397.59 fee t more or less, to the Point of Beginning. ALSO cxc a'pS•NG THEREFROM that p iel of land as conveyed �me 0� a t•anch, LW. a Color-�•.@1"imited liability ` n 0 co The Deed recorded Jun gL7�, 2003 as Reception ?OAS =mo C�,,� 3 - portion of Sectio @ (�v 11- CEPTING THEREFROM t N pT¢, V- 4-.veyed by Peed recor ovember 4, 1998 as ption a/V.3 ��O�a:. 2551549- ''�O ��0d0_ ��0d0 cger.rc TOWNSHI NORTH, RANGE 63 WES �9c THE 6TH P.M. O 0 m SectiblY�: All �� 0 0 ' Se�ion 13: All �t ion 17: All EXCEPT that port' �f the S1/25W1/4 l�� Ol�� ctlon 20: S1/2, S Cher=? onveyed to the Riv M e Reservoir and La C a- in Warranty Deed reed in Book 401 at e c'r 2 described as folio 0�-_ _ inning at a point 2+ set South 87 degre`1 ' 000 0� Ounutes East of Ste 0 of the right of w-e f the 0 feeder ditch of Th- �f verside Reservoir, �S. whence the � �� Northwest corner �j =aid Section 20 beaorth 03 �0 degrees 19 min 4t'� CaWest 4492 feet; � �0 thence run i -\4 Easterly direction 4.Po the Southern ,S�0 boundary ofe right of way of fe4 ditch 750 feet to• �� a point o4the Southern boundary„o said of right of r way; 0 thenc n due South 550 fee ore or less, to a po 0 on t orth bank of the S.t Platte River; n run in a Northweste direction along thc' orth Cab t ,f of the South PlattOiver to the Place o C�� OV" Arginning. /��V' /�0 /�OV- �� Section 2 4 All ��/ ��/ �� Section 2 All &ail( All , �o sectiSectio�n : All 0 (��Do �Do Sect' 7: All 4/2SW1/4 SEl/4SW1/4 tiieeeeeehhhhhn 34: E1/2, Ell/4, tion 34: E1/2, El +NW1/4; and that part, t e E1/25W1/4 O Begi � As descr �- at aopoint:on the jcth line of the SW1/. f OQ 0 Sec.(' 34, 1675 feet East. the Northwest corm -hc of 0 s ' sWl/4, to a point a North line of the V" *r-�of the Onion Pacif' -%'ailroad Company; ( ,, 0 OV tr-nce Southeasterly 4frq said North line aid right O i 00 00 0£ way Co the East ��,i- of said SW1l4: 0 o�� o�� thence North on East line to the '11east corner �� of said SW1/4; � O 0 0 thence West o `vy.e North line of sai l/4 to the Point �o � � ofEX Beginning ROM a parcel convex to Weld County by c 0� deed recded May 26, 1995 in Bok 1493 as Receptionco. 244004 V 0 ALSO EPTING THEREFROM th�$.arcel of land as c„'eyed 0 ,,c'r to 4- TN Ranch, LLC, a C•"- --do limited liabili /� �- CCr�44g111)))lllppp2323,by Deed recorded - e 12, 2003 as ReCeptb n No. ^6 d . C ,roQ ©oQ ©Ci9 ©Ce: I I I I I I ,412;19,211111111 IIIII Ell It 11# �Al ,RI III IIII Opt Opt Opt 100 4 R 191.00 D 32003 5.00000 4 ve Moreno Clerk& Recco �+ ��0� e e e .e pe 0�0� Section 35: � BPT= THEREFROM `Sp`�eineBoeky1493 aW�y�,eption No. O�0 �� ‹p deed recorded May �� + ALSO24400EXCEPTING yparcel o, =rid as conveyed O O 0ylfa ESROM that ,S�o # # to The TN R= + I,1rC, a Colorado li. ; l as iability No. ��S' company by D recorded June 22, 3072323. ion 36: SW1/4SW,j4 EXCEPT that part eluded from Patent fr o� the S = of Colorado in Eoc K at Page 110, deee On �O as f.f4tws: �,(o� �S C. -. ing at.a point 1337�et North of the SouCOh'est o Y, -r f.Section 36, chip 5 North, Range�63„ est of �� -, (j',ence South 26 degrr, 45 minutes East 44 ,at/ O�0 �� thence South 32 degi s 32 minutes East eet; thence South 52 NO, 19 minutes East �, feet; O o thence South �7 a -tees 49 minutes Eaadgt-6 feet; O ��O ��O 131 feet; thence south degrees 40 minutes`;tr 503 feet; �� thence So th 7 degrees 50 minutes est 441 feet to a point lzik, feet East of the So—hwest corner of said oQ Secti.. -; being a strip of 150 feet wide, on perm side of above descr a:-• centerline. ALSO.S?CCEPTING THEREFROM t parcel of land as - . eyed re TH ninth, LLC;-a orado limited liab i vs pnpany by Deed recor � tine 12, 2003 as Re ion No- 0� O�'0 ((61B072323. �(�jvv TOWN OF: j1 of Blocks 4 and 5,1d137] all of Lots C and_t �/�� 0 HARDIN: 4 .GETHER WITH all of to vacated alley betw�¢1N Blocks 4 and 5 �S �� O and Lot C: and all acated Castle Aven C) etween Blocks 4 �O and 5 and Lot C; 4• all of vacated Dav venue South of Cullen Street; a•L1 he Southeasterly h.: of said vacated Davies Avenue between Cullen Street nd Richthofen Street adjacent to n'd Lot D. QRICE' from the applicab -t ortions of the lands3 Q 4 ©C: des . d in said Parcel t7�_, following parcels Oo Oo �/ conA... ed to the Colorado ventral Railroad Compax�m CS` r• -d in Book 30 at_�$e 237, described as a ows: p Section 17, Towns (PAX North, Range 62 We through (�� ✓O �, he SE1/4NE1/4 a at of land 60 feet wi•fr- om the 0 + .f- center line of th�t; orado Central Rail on each �O� �S \S aide thereof; G G /Z, O� O� through the NW :1/4 a strip of 1- ` • feet in width 5S from the cent, ine aforesaid and ach side thereof; 0o through th- ii /4NW1/4 a strip of <+d 60 feet in width$ > from said cetter line on each sidif hereof; throughlhe NW1/4NW1/4 a stripllof land 100 feet in w th Q from a center line on eac, de; n �O4 Also e following descri•4 tract in Section 1801, OAS ip 4 North, Range 6 st through the N1/ g /4; /�. ip of land 130 feetde measured from t e -°rater �J �e aforesaid and on side thereof; (� 0� so in Section 7, hip 4 North, Rang C6,igrWest a �Op strip of land thr the Wl/2SW1/4, 150 - { wide from o��O o4 said center line each aide thereof; lL,� ��C Also in Secti•y� Township 4 Nortb, $a ge 63 West a strip of lan cp feet wide from sa'(�`�"'enter line and on Oo �� each side of through the El/S*• 4. # 1111111 I1 ,ri4 `��IIIII him tit 1711 III IIII e e 0 113726��R1191.00 0 325.00 003 03:08P Wei � orLvp reeno Clerk& Recorde V. pb OS? 11 �G' O O@ iLn �� ' �+ The following is - If seription of the ce• fine of the ��0 �� Colorado Centre ntl on the East lin Section 17, O Township 4 N , Range 62 West, 13 set South of its � Northeast- oc Cr;eN bin minutes West 5730 4 /� Q running •'�o Ce North 81 degrees�i feet t•,c4 stake; Q oQ �/O thenC�ple/•rth Bl degrees 19 [IIi.IDl1 es West 36 feet to �O V. St l,re North so degrees 3v.minutes West 100 fee ,.� a V. ,—, c3 ce North 79 degr �8 minutes West 100 %to a ?. S? + . O stake; 0 �pO feet to a 0 o� o� thence North 78 des 38 minutes West �� take; 40 thence North •egress 36 minutes t'1 100 feet to a ��© stake: thence NO th 76 degrees 38 minut s est 100 feet to a /� Q� stake; �� /O thence arth 75 degrees 38 m1�Yikes West 100 feet to CO stak U (fib t n North 74 degrees 38�inutes West 100 feet a V. O�1' nenee North 73 degree minutes West 100 to a O(��/ s O? V , 0 take: �� thence North 72 des 38 minutes West set to a Stake; �C �� thence North 7 grees 38 minutes West 00 feet to a O stake: `Jt thence NOrt degrees 38 minutest 100 feet to a 4 stake; thence th 69 degrees 38 m`� s West 100 feet to OQ stak ) //�� the North 68 degrees 38 utes West 100 feet�� © __. _ _?. s e- North 67-degree 0 minutes West 100�fee to a �� 0`jO� • \) 5 ence North 66 de 3B minutes West :OO�`reet to a �0@0 thence North 65 gees 38 minutes Wes�• ��0 con to a �° ° stake: @° � thence Norte degrees 53 minutes 50 feet to a , � stake; < thence North 64 degrees 36 min to eat 4962 feet to a 4stake ma�y1'% he edge of the pia .%River, which stake Q 1278 S-t West and 768 feet luth of the quarter coQ r O @ on 7"West line of Sectic,t, Township 4 North, ge o it. (� line thus describ- • oases the section and t. V. DSO\OV n©T .dNorthoand Sout sr ofz . N p A1✓ at point 0 The North and Sout - ter line of Scctio�. O/�. O� O� 1041 feet South e quarter corner On North line. ._, The West line o ction 17 at a poi t/4S feet South of o�+ the Northwes ® ner. \S The North 1 of Section 18 at a pYn}nt 313 feet East of49 the quarts orner of said line. J�S" 4 The Nor and South center lin o Section 7 at a point$ O� 145 f North of the quarte - orner on its section lin /� That line of Section,3� a point 1361 feet h of O C/ h quarter corner on iteAlest line. Cam,© p>V. XCEPTING from the -.• ~able portions of "lands V. + � c9 described in said< e1 the following • • el: O 0 A tract of lan•L4 Gated in the Ei/2 0 4eetion 34, and �/ C>�o 4$o the W1/2 of ;, on 35, all in Town 5 North, Range 63 west of`41. 6th P.M., County o d, State of n�O Colorado, t�;• being more partic y described as follows comm- 'g at the East Quart 4 corner of Section 3 ad Qc••..cS1�* ring •the East line .e�tsazd section 34 to beak O� 5••e no degrees 00 minu -r' 6 seconds Bast and Leh all o at r bearings eontainediverein being relative-reto; 1 1 1 1 I b O 0411tnce South 00 degree 0 minutes 36 secon4a t, resi. 6.00 feet along sa U ast line to the T >At of -- thenceiSg; ///��,,, �� c�a O thence South 86ees 09 minutes 00 da west, O ‹0 7/1.00 feet; o ,S�e �o � — bet „C� thence North#egress 01 minutes ,gQ� econds West, .x �J 339.00 feet;��"'JJJ �`J m` 4 thence South 86 degrees 35 minutes 00 seconds west, 4 a o o Q 86.00 f= , Q Q V o Oo thence{ rth 29 degrees 35 mies 00 seconds west,O O 52.0 1(i et; masc thetl,oe North 72 degrees 7 ,minutes 00 seconds Whey a o > ib 00 feet; % % ��/ ea n N ence North 79 degre 5 minutes 00 secan st, �./ � 9.00 feet; nn O�O thence Nor316.00 th thence North 00 dnn �s 00 minutes 00 asses East, o��O d co p ?,7grees 47 minutes 0 onds West, �� o N 80.00 feet; �S ^� Cr* thence North degrees 07 minutes seconds West, 4 J iiiic 70.99 fee = Q thence C h 28 degrees 28 mine 58 seconds West, Q p o - 264.4 (j et; OO OO Do Wig e o thenke North 84 degrees 44 AO 34 seconds Eas . cr' ea cm y- el a b 50 3 feet;LE sem_ ��j ' a��p ce South 74 degree \fi3' minutes 13 second -`dt, p UO 42.77 feet to a po' Q% n said East line qe..7 ction 34; �O '4 . hence South 74 de- �_ 52 minutes 13 sec•4.: East, 0 �_ t 31.08 feet; �L� e thence South 00 Srees 00 minutes 36nds East, OAS 651.18 feet:* ^�,S� �� ,N.. thence Scut degrees 09 minutesceconds West, 4 J o/A • 30.07 feet t0 the True Point OE�eg��%%%�nnning. �4 g�LL OF SULSECT PROP LOCATED IN COUNTY CELL STATE OF COLO . �O �e 4e 4e 4e 4$O �OQ4 �OQ4 �OQ4 WOK? I e e e e e �e 4e 4e 4e 4$O �OQ4 �OQ4 �OQ4 WOK? I e e e e e �e 4e 4e 4e 4$O �OQ4 I I WOK? I e e e e e �OQ �OQ �OQ �OQ ©OK; o�ope o�ope EXHlo�� o�op.00 o�7 OCe Ce \ IONS Ce �Ce 1 - 6 intentio all omitted. 7 . R ' 4 s of way, whet. in fee or easO nt only, for c# r4ty roads O �4feet wide on ea5 side of sects:P and township 4�s as O© Kvestablished by e . -r of the Boar . County Corners for Weld �p county, reco drOctober 14 , t/in Book 86 ate 273 . O�Oc? /�•, . Reservatio �f right of pro 79 4?etor of any pe !$rating vein or de ��Oo to extras® his ore, in U. Patents of rec . : �O� DATE O RECORD BOO PAGE PROPY AFFECTED 90/1882 00434 22 oWI4NE1/4, NE1/424 /4 OQ O O &S- -ction 34-5-63 O O /3/1883 .O 34 165 SE1/4NW1/4 Sec. on 34-5-63 O O��5/15/1891 O9 57 139 O? NE1/4NW1/4 , 4, 2NE1/4 OOr OOr OO NE1/4NE1/4 #ction 34-5-63 OOr �� 10/6/1898 < 51 NE1/4 Se on 10-4-63 e� OO° 6/20/03 O° 132 O 0 SW1/4 4 ion 34-5-63 Eo �U 11/15/.$ 13143 W1/25 4, SE1/4SE1/4 4$ Secti 34-5-63 4/ - 4.09 132 245 S 4SW1/4 Section . 5-63 A $j'� 9/23 e�0> 333 466 --/4 Section 20 .3 �OQ 9 . p02RReservation O� of$O+ T'�ght of way fort' %y ditches or c; yls constructer t, St-Tyr , b_.by authority the United St- , in U. S . Pat- R s of record: O O' O O O O O� DATE OF �RD BOOK PA PROPERT � FECTED re � 11/15/�w 13s)143 Wl/25 4 , SE1/4SE1/4 $U� Se4ion 34-5-63 3/4 1.7 Q461 172 S, 4 Section 18-5 1 O �7/17 ©O° 461 173 1' /4 Section 18 )-62 /27/17 461 174 bE1/4 Section 1d-62 O p27/3/20 pb 595 92 ��O W1/2 Section ,% 5-62 �� 4/23/21 O� 595 317�0 E1/2 Sectio �' 0-5-62 O� 12/29/22 �0 595 5.. 1/4 E1/2 Sect:��. 24-5-63 �O 12/29/22 595 • W1/2 Se •n 24-5-63 cO 3/13/2 cO 677cs27 N1/2 , SE1/4NW1/4, .c NEl/ 1/4, SE1/4 O Seion 10-4-63 A 4 'l /6 28 Q 68 282 Section 22-5- -C O /34 ill ©©° 961 17 /2E1/2 Section, W1/2 , �O°.O -O ll /2E1/2 Sect ' 15, p p p all Sections , 19 and 29; p 2. �A'� e�'� <f'9 N1/2 Sectio 3-5-62 �� 0�� 6/30/3�-) 99��38 S1/2 �� onn33855622 �� 13 of 38 R �9 +D D 325.00 Steve Lilt) o Clerk& Recorder Opp Op. Opp 1IIIIIIIII . ,( �,II111IIIIIIIIIIIIIII ,(; ' IIIII111I ©oQ ©oQ4 0 313726,E ''9/2003 03:08P Weld +Sp ty, p. . 2' . 2' 14l of ,i R 191.00 D 325007 oreno Clerk& Recoer�° ©0 ©0 IONS l l� 10 . All , oa1 and other minerals, together ith the right to,y�prospect fp mine and remov e same pursua to the provisi and DQ 4° itations of th ct of Decembertt, 1916 (39 Sta,) 862) , as i preserved in theylowing U. S . Pc1t is of record: 9 p9 �C�/ DATE OF RECo4 BOOK PAGE PROPERTY A/F�4, ED �00 Do�� 4/23/21 © 595 7 E1/2 Se. �on 20-5-62 0�� 12/29/ 595 669 E1/2 ion 24-5 63 6/1 66 282 All tion 22-5-63 , 3/3 6 nn, 90 483 NEE44 Section 18-5- TA any interests( terein or right®`t\hereunder. 90 90\ pb ! 2 b b b 11( Reservations 4 the Union Paci Railroad Comp of (1) all co�� and other ��;-rals underlyin3 ubject propert .` (2) the exclus right to spect for, min nd remove coal 1. other minerap l and (3) pright of ings and egress a egress to pro t for, m# and remove c.A and other min-4 s, all as coned in the4ollowing deeds record: TA rE OF RECORD ��OOK PAGE � .PERTY AFFECTEDD®" 0 p72/16/1900 pb 183 74 pb All Sections: ind 17-5-63 (b C79? 7/1/02 0� 201 52 00 All Section') 5, 27 and (9 9> A. . �3� N1/2 Sect ' �, 35 of 5-63 ; $ 1 12/21/0�0� 233��90 51/2 •n 3 4 63 VA and an` interests therein or rights the nder. 12 . Rda rvations by thQnion Pacific R oad Company o Q�) all coal G d other mineral��nderlying subjae property, (2) he exclusive 60 p�right to prospect, for, mine and move coal and oy�r minerals, and (3) the r `£ of ingress a gress and reg s to prospect p 0� for, mine a .� move coal an.@ther minerals, as contained D��O the fo11oO Fg deeds of rec...' ' ®�� l A � DATE O ECORD BOO AGE PROPE"� AFFECTED: 3Op05 On 17 526 /A2SW1/4 , SE1/4NWW1A4 , OTA 0 0 CO /2 Section 7-4 '2SS; and ( \ b b b A25-5-63 C�b5 b K?, 4/18/06 DOp 233 27DOp All Secti•.� 3 and323 5 63 0�� , and�O4/7/16 ��0445 �Ai� O�� an terests ther ' r rights there ter. �o�S ©© ©© ©© 610 61 b b b b b Apo Apo Apo Apo Apo 1IIIIll IIIII 111111IIIIIIIII111111 I�� °IIIIII1111 OOQ 0 0 3137261 15 of .��191.00 D 325.00 t-Vr. i ore no Clerk& Record Os ' � i, /�, 0 /�, � ! /�, 00 00 �Q ��Q ��4aTIONS �Q �QQ� 13 . Rig4 of way, whetherin fee or easeme t only, of unspified d' dnsions and loc Q on for the Har. 4 Ditch throughag ctions 2 , QQ 4 and 12 , Town _l p 4 North, Ran 63 West and S-u on 33 , Q° township 5 Nor V Range 63 West, �as disclosed by Map and Statement 0 of the Hardin yr ch Company, --*.t ded June 14 , 0#4 in Book 39 aO�t QeO Page 168 . Q�O ��O `�0 Q�O e 14 . Right of ay, whether in 4- or easement Ngr, for the Lat zij Extens4 Ditch 25 feet 4� width, grante�+o E. B. Barnes ''41 Fritz Niemeyer by instrumen ecorded April 5, 1885 in Book 46 -t Page 46 n which the s ific location p the easement i �ot Q . Dined. O Oo O Oo ��effects NE1/4 $e�' ion 10) �`O �`O �`O 1 O EXCEPTION DEI D @ 00 00 QQ16 . Right of y, whether in � ! or easement o t4 for the �e s . constr on, operation 1t� maintenance o n irrigating ca , as grante o the New Engled Livestock Comp y by Deed, re.r•ed March 9, 1887 in Boo143 at Page 414, ffecting the fo lowing d(.ribed property5Q QQ QQ QQ 0 (�o Qo Qo As more particu4r�y described ih 's'aid instrument �. AV 9 20-T5NtR63Wa00 /4 and S1/2 ��fO ction 19 andOOW of Section O@% O°Q17 . Right o wQ y, whether in �� or easement oh y, for an irri g$ ng Q� ditch, granted to t tew England Liv ock Company by geed, reco de April 18 , 18 7 n Book 69 att 1a 203 , affecttiin he O fo Owing described operty: �O OO aie SW1/4 of Sect bn 21, Township --North, Range 6nrlitest of the Q tb6th P.M. ES ES ES ES2 �e 22�,�e 0,9 .@e �e oQI� . The Hoover 4% ch and right qk`� ay, whether i t-t e or easement O 4 only, th- Z or as evidence•f y instruments orded June 18 , *%96 SO in Book at page 113 S recorded Mayy $ 1911 in Boct at Page + in which the + cific locatiotif said ditch i Q�_t def ' ed. ( acts the SW1/4 #20-5-63) Q Q Q Q QO QO QO QO b b b b b ��000� ��000� ��000S ��0> ��000� Q9 9 A Q4 Q Q QO QO QO QO b b b b b ��000� ��000� ��000� ��000� �. . . 1111111 IIII a lll1111111 IIII IIII d wili I III IIII �(9 �(9 �(9 16 of0 3137261 'R 191.00 D 325.00 SStt Moreno Clerk & Recorde 2Op. Op. O�+ O�+ E PT ONS O��DO O��DO g sway, r9 � �19. Right whether i fee or easementnly, for an irr ation dit .4 as granted to ie New England vestock Compan y Deed, rrded February ®Q1887 in Book Lit), t Page 401, afj ting the OQ i lowing describ-• property: O O O CEO CEO �O CEO CEO W/ Beginning on A,`e' North line of 44fte SE1/4SW1/4 o ection 20, OV' Township5y,�• • h, Range 63�W at a point 60,N eet West of th e �O Northeast S1Y ner of said 4 res of land a &%running in an O EEasterl arection to the est line of sai.� 0 acres at a •.s t � 200 fe��outh of said ktheast corner •said 40 acres, "rid righ o way being 404feet wide and 634, eet long. 20 . t of way, whe in fee or ea :• ant only, 150 � in width �OQ MMt� operate and ai tain a irrig • ditch as res r d by S . J. 4:McAfee and A. odd in the De recorded Octob /21 , 1901 in pb O Book 187 at - 336, in whic e specific locgion of said ri r . O of way is 4.44 defined. �O O� (Affects /4 of 20 5 63)O� �O� O� �' 21 . Right b�way, whether i tee or easementnly, for the int4t ditch to 144 erside Reservo •44 as granted toc ie South Platte 4and, c� R-�t-rvoir and Irri gtion Company by e Trustees and t the Will of OQ -6a . E . Carr and S e Evans Invest t Company, rec.i.•ed April 20, © p�904 in Book 20,E at Page 545, of ting the follow ng described ��j �� property: O� O� O� O� ��O As more pa i�cularly descril0 in said instr ent . ��O �O° (Affects ction 5 4-62)��O �O .41). 22 . Righ on way, whether,,I�in fee or easeme t only, for a ca aPfeeder foreservoir, as g 43rted to the Rivq ide Reservoir Land Q •0.any by Deed, S.rded November !� 1904 in Book at Page O �44re.4 , affecting trfollowing desc\ Led property: p� p� GO As more parti ' ? rly describe said instrum GO 0��0 (Affects 5 1/4 20-5-63)�40 t P+ 23 . Right o 4, -y, whether in ee or easement , for public vrd, as granter ' o Weld County hi Frank Benton, e orded February , 1905 in Btk 212 at Page 74 affecting the 4ollowing describ�@d 1 OQ OQ OQ OQ priv rty: cstrip of land feet in width Lc yiing between Sect .00ns 34 and 35, OpTownship 5 Nor O Range 63 West he same being eet on each �Op ADO side of the��ction lines . �O �O �O 40�4 . EXCEPT IO C LETED. .4 ��) ��-� Oc9 Oc9 Oc9 Oc9 Oc9 �O �O �O �O �O IIIIII IIIII IIIIII IIIII IIII IIIIII III ! 111111111 @ @ 7@ 3137261 44V9/2003 03:08P Weld iu ty, CO b b b 17/ofO 191.00 0 325.00/ St- (&Ytoreno Clerk & Recordee $* Op (OpI eeE TIONSde l� ' 25 . Right . ' way, whether ii:tfee or easementnly, for an in ation dit e of The Bijou Irtigation Districk4, as awarded to id d e rict under Dec ' t- of the Distri Court of Weld nty, OQ IL; orded December , 1907 in Boo 1 at Page 156,E fecting the 6° 4following desc ebr ed property: �� 9 �9 <9 As more ar 4 ularl describ tin said instrur t . �� (Affects 4cUon 3-4-63) �A �A CA �� 26 . Right ay, whether i \tee or easement 1y, for the Ri side Cana} , a s granted to hRiverside Res t� it and Land corn. ' ny by Th �O Ranch and Fa Company, reco d March 3 , 191'4n Book 233 aae age 582 , affecct4 g the followin, escribed propei : 6$7 $7as more partic4atly described 012said instrumen b p0 (Affects Sec s 27 and 35 , @ 5N-R63W and S e on 1-4-63 and<0@ ��<0 Section 7-44a ) ��0 A. ' A. ' e27 . Right o �y, whether inc,- e or easement for the Ker Canal ,KO disclosed by SI• and Statement , ' led October 2011910 andr Reception No. 9981, affecting ortions of the 1 owing d- - •3`ibed property, Sid canal beingg:�55 feet wide on top and Q gtfeet on the bo�em: (��V 0 �0° v 1/4NW1/4, N1/ 4 /4 , SE1/4NE1/eS-@ction 10, Tow s p 4 North, `�Op Range 63 Westt 4 the 6th P.M. �0@ �('E OHO �G.,. . Right of w ;, whether in feA r easement onl j for the Empire o Ditch, a-.* a anted to The , ou Irrigation Pt trict by Louis �'on * Richth. e , recorded Ape 1, 1914 in Bop 93 at Page 22Ohd as awarde.' to said distric under Decree o e District Comet of We 4County, Colora. .4under Decree re4rded February 2e 1907 in Bee 202 at Page 1 -C affecting the#llowing descriGt property: OQ ..,. As more partic rly described said instrumen 9 �9 7, (Affects 3-4 ( (0 (0 O. o. EXCEPTION)�ETED 0�� 0W�� 0W�� 30 . EXCEPTC DELETED �� @7 � 31 . EXTION DELETED e @6 6 TA 32 . EXCCEPTION DELETED@ @) 7O 7O 2 b b b b Leo Leo Leo Leo Leo 610 cC° cC° 04 61 2 e sY e e e Leo Leo Leo Leo Leo I IIIIII III II r'IIIIlilt III Inn 4 'lI III II @2° @2 0 3137261 Z�19/2003 03:08P Weld CO b b b 18 offO 191.00 D 325.00 SO , oreno Clerk& Record �OS . D(FP D�Op �0� �0� E $TI ONS 0�� Aw AV-) 33 . Right e way, whether i ee or easement O ly, for a public hige4 y, as granted t Weld County, C@O<orado by Tom Be h, r e.rded April 9, 't7 in Book 814a age 491, affe ng the g �DQ lowing describ4,. property: � Op�As more parti early describe. ,0 said instrume �� O�r� ��0` (Affects Se 'ons 10 and 3 ,�},�� 4N-R63W) C. ��0 �O° 34 . Right o may, whether in .1 - or easement • 4 , for pipe li l purpos4Y granted to C•.�tnental Oil Co , ry in the foll•,+g instrruments of recordA in which the sgcific location e e�aOsettent is not deD a d OQ DQ DQ ,. Date of Record: � September 3 , 11 in Book 919 a Page 144 0 Op Grantor: �p� Bernal B. Anna Madison"" ��pb (FP �0 Property Affd�ted: NE1/4, 1/4 , Nl/2SW1 20-5-62 � - Do� Date of .rd: Septe r 28, 1931 in 0 k 920 at Page �� < Grantore The ebbin Investmer + o. <> rt Prop Affected: 771 3-4-63 v D4 of Record: D5eptember 28 , lk* in Book 920 a <Q'age 582 DQ e.'antor: 0 The Crebbin Inv=stment Co. O2Property Affec As': Part of El/ 1/4 34-5-63 b b Date of Re : Septem et 8, 1931 in Bog 20 at Page 5989 Grantor : Harve Investment Co f; ny, et al <O Propert ffected: W1/2 /4 , NW1/4 , NW1$. 1/4 Section AO N1/4 1/4 Section 21< 1/2SE1/4 , SW1/ 1/4 1/4SW1/4 'Sectiopl NW9-T5N-R62W NE11, Q 1/4SE1/4, SW1 ection 25 ; E1/4 , Q �O gO NW1/4 Section .7 SE1/4NE1/4 , pp ©O p� p� Section 34 ; p , R63W A2 p<2 00 NOTE : R'�4aO of Way in Bet�20 at Page 59 D irther describ c0 *•30 feet wide, Ering at a po ,A 240 feet Souti�� ®� e Northeast •O�er of Section $ 5-62 and 1eav at a � $4 point 600 fee AO of the Noerwest corner off e SE1/4 of Seri 34-5-63 . t� of Record: D�ctober 8 , 193}�@� i Book 921 at 320 �Q antor: @2 Pueblo and Tit16 and Trust Com by el Dc 2Property Affe99Ot : Block "D" , Oen of Hardin 00� DD�<2 0.��. EXCEPTION W4f TED D��O D��O D��O $4 36 . EXCEPTTA? DELETED < < < b b b b b I IIIIII1111111�4 Hilt IIIII la Taint 6iC 1 , 3137261 +s�'/2003 03:08P We V. V. V. 19 �0 191.00 D 325.00 �SOeno Clerk& Record A. a. A. 41P 41P ETIONS e �O� 37 . All riots to any and a ` minerals, ore ad metals of any�ind and cha 4 ter, and all c.-%. , asphaltum, o gas and other 4ike CO s .-. ances in or u Jr said land, tY�, rights of ingr and egress oQ � the purpose o itj ning, togethef'�✓'ith enough of } surface of 0/ p he same as ma^y� necessary fo phe proper and .%. enient working �Oe of such miner %; and substances as reserved i '�� ent from the 0° .0 State of Co do, recorded h 8, 1935 in $'. s 974 at Page . . 0� (Affects 0 4 of 20-5-63) 0P 0� 38 . One-ha} of all oil in .,$� to the Wl/2 o��ection 20, Tow 4hp 5 Nort , Range 62 West f the 6th P.M. , As reserved by B B. Madison in "A .d recorded Orr r 4, 1937 in B •oPk 1016 at Page . 1, and any Q4 ip rests therein rights thereu se . 6�° ° 39 . OS fight of way, , &'ther in fee orSsement only, •Q lectric Opb a transmission © e purposes, a'Cr ranted to the 7j ted States of 4 �( America by �F±hilde Saenger ��corded Novembr. 2 , 1939 in Bomt0 C 1053 at c - 111, affection® he following . . ribed property ie As ?particularly 4e ribed in said inAtrument . � (Afts Sections 10< N-R63W) Q� CO Q� 40 . _, .,_C) CCEPTION DELETED © ©O © ©O 41 j b t. b 4b V. Right of way, go ether in fee o(rasement only, P•, electric �Op <0 transmissioZC% fine purposes, '� granted to Thet,\.rthern Colora % O� Water Cone ancy Districtc:�� Jacob Croissas:� Pete J. Crois t, R. C. C sant, R. J. C . sant, and Har• • Croissant, re ed June 12� 1942 in Book 1,& as Page 270, 4"ecting the folAk) ing desocc bed property: Q4 o/A o/A oQ� Pore particulates described in �4d instrument . @4 0) p.Affects SectionlI -4-63) pV pV V. 0 0 O . �� 4 An undivide fie-fourth inter t in and to a110•t the oil, gas *SIi other mine, as conveyed Karl F. Crass64 Deed recorded4 �o October J 1943 in Bookie. at Page 304 ,�<;>,"- cribing lands follow � The t2NW1/4 , the SE 4 of the NW1/4 •fection 10 ; al o, all tha art of the SW1,�'� of Section 1 - g West and So , � of the Q� w j> and South ban.4. the South P1_� a River; all i ownship 4 Nb'&th, Range 63 W-C4 ; and any inte C'sts therein or aghts 0 41P 41P 41P 41P 41P CO CO CO CO d V. V. V. V. b a. , v_/ ��<4 ��<4 ��<4 + IIIIII IIIII `I ��II IIIII IIII IIIIII 4.I o �� II IIII 6oQ 6oQ 6oQ 20 of3137261 3j; 1'91.00 D 325.00 Ste A- ref. 003 03:08P Weld po Clerk& Recorder CO O�Opb O�Opb e� d� E TIONS �0�� © 43 . All oity gas and other Q erals in and 4 er the N1/2NE1f SW1/ NEl/4 and NE1/4NI1/4 of Section , Township 5 Noah, Range Pest of the 6th ; . , as reservedK i Weld County i€ eed Q Vest October �� 1943 in Book 9 at Page 292 ,r�id any ,� interests therer or rights ther der. b �ko� EXCEPTION ��NE ED ��vey I ��vey ffi45 . A full u e •ided three-fo hs interest in��:d to all of th-�il, �� gas an her similar o issimilar mine -i. whatsoever calf' were not expted or reserve in patents or veyances or ot *- inset uments of recor4 as reserved b 4tathilde Saengern recorded 4 Fd uary 19, 1944 # Book 1127 at P 453 , describing ands as OQ 0 os;:r lows KAll that part the SW1/4 of Section 1, Townshi North, Range b g�s 63 West of t th P.M. , lyin.�st and South oVhe West and Op South bankk he South Plats?, iver as the s.„rca traverses saigk e � quarter s ion of land, a• is more fully •.4 ribed in that��certain ranty Deed re lied in Book 25 ® Page 82 ; �o Also 1/2NW1/4 , th 1/4NW1/4 , and NE1/4SW1/4 of C ection 10 , 1 in Township 4 N rth, Range 724e of the 6th P.MY; ann ny interests tt ein or rightsreunder. oQ� OQ4 46 . ci undivided 8/291hs interest in -fir. to all of the U 1, gas and bother similar dissimilar mi -4Yls whatsoever, conveyed to p. > �OQ Hazel C. Man in Deed reco�'•s�. March 20, 19$4©in Book 1129 aV0 ., Page 337 ,n ribed as foil , %. : �� eTownshi North, Range of the t .M. ��°� SecA 13 : All k e . 2 4 : All (Se4r222 : All ,Q _�°Q ,©Q ,�°Q ec . 25 : All 25ec . 27 : All b b b b eV Sec. 34 : S v SE1/4NE1/4, 4.�2NE1/4, SW1/4N*4 , NE1/4NW1/4 j�O Sec . 36 :sc>g /4SW1/4 O�Sec. 35 : �O O-�O O-�O Towns}fi 4 North, Rang West of the P.M. �� S . 1 : All , EXC��Nt that part of t4 44� SW1/4 of said 4 tion 1 OQ lying f -. h and West of and South b-y of the South o b Platttiver, consist ' of approximat- 34 .47 acres of Op lan 7`'being 1, 820 fee on the South s4Y and 1, 650 feett�b ( ' o f e West side; U U U Sec . 14 ` 2 N>e I I I I�O �0�4 �0�4 �0�4 7��_ �1 b b b b b IIIIII I�IIIt'°'�IIIIIII III Ell III MI II IIIIoQ FQQ FQQ 31372, . /19/2003 03:08P We,*�,+�� nry, CO pb pb pb 21 +# R 191.00 D 325.00 Dy �e Moreno Clerk& Reco„Atr y0 y0 �0�� 0�� 0EPTIONS —0 —0oe Town hiP 5 North, Range2 West of thl6bh P.M. Q 3 : Wl/2E1/�®Q 1/2 �OQ �OQ �OQ -c . 15 : W1/2 , Sec . 17 : All b b b b &� �� y F � 09 y 011F0 Sec . 2 All Sec .d131 : All 4 4 4 SO 3 3 : N 1/2 OQ OQ OQ OQ township 4 Nor Range 62 West (4 the 6th P.M. b b , Sec . 3 : 4 fop fop °fop <0 Sec . 7 ek11 <0 (2$ <0 andcany interests therrein or rights t reeunder. 47 . .ft PTION DELETED©lt © ©QQ ©QQ �O°Q 48 .DS.EXCEPTION DEL +t OpNes p Opp Opp O0- . Right of wwj,,��whether in fee, drr easement ono ffor: 0��0� � (a) T o`nstruction, tenance, repa renewal and r onstruction o e earth dikes located Nort the $Union Pacific f`�slroad in Secti 4s 1 and 12 , Tow ip 4 Q 4> North, Range West of the 64 , .M. , in Weld Cs ty, 0Q Colorado; Q Q Q Q �b(b) The const ': ion, maintena , repair, rene and 2 reconst c�.�ion of a culv with control which is e 20 locat-a% n the dike, c ing the seep h in the SE1/ o� the /4 of said Sec * n 1; o� o� (c) Th.+ •nstruction, m. .enance, repai renewal and reenstruction of � earth dike ac the East char of 4the South Platt River, upon and long a strip ofy and of 4 Q sufficient wi. 'j to accommodat � id dike upon .'�;- lands Q QO situate in t ;'SEl/4 of the S o 4 of said Sec :t 1 and in ©© b the NE1/4 v he NW1/4 of sa Section 12 , s • dike to D extend irk ' generally Eas iO'-_y and Westerl ' direction across . c< said E;$$ channel at, o34,0-ar, the secti ine common to 0 �Q said tions 1 and Ind NC 4 �Q <O (d) The�Q•nstruction, m enance, repai 0 enewal and �o r4• struction of ' ies and/or obdir structures or vices deemed necessaryf the protection of banks of sa,idCEouth ®OQ ®OQ ®OQ ®OQ ®OQ 2 b b • b b y0. y0. y0. y0. y0. I IIIIII lilt! �`` IIIIIII 11111 IIII IIII hi ' oQ oQ oQ� 2/19 03 03 II , IIIII111111 31372 �3,'onty, CO .j .j .j 22 �; R 191.00 D 325.00OGZ a Moreno Clerk& Recoorrrt O09. O09. n0�� 0�� E>iPTIONS 0� O. Pete River from "osion, upon th 'ands of the pa of the first part abutng and adjacent o said river in aid A 0 Section 1 and said N1/2 and qI/4 of SE1/4 o <Oid Section 0 0 12 ; and the t to maintairymain or West ch. ;G-ls of the 0 South Plat fiver in said ton 1 and in h- E1/2 of the 4. NW1/4 of a)id Section 12 , granted to Uni\ Pacific C? Oc�js Railro_�y�ompany by E. cos rown in Deed r rded June 22 , 00 o�+ 1946 < =ook 1181 at OP 540 . o�� ®�� 4n 50 . An and(e.��ed one-half o 411voil , gas, c *o-hydrates, mi 4.als and vat3hable deposits o every kind, nat e or descripti.�. , as reseved by Douglas Carruthers as Zie Conservator okthe Estate 4 o Qveorgia L. Carr , *iers in Conserv./Q.r' s Deed recor.l• July 14 , 8 in Book 123007 Page 538, de cr bing lands as :AY lows : 4Q 3 cSl/2NW1/4, NE1/SW1/4 , NW1/4SE1/& S1/2SE1/4 Section 2 ; $2 That part of W1/2NW1/4 lyi orth of the U n Pacific Op �‹`0 Railroad rite -of-way and th$ /2 of the NWl Sof the SWl/4 a v� the W1/2 • i the SE1/4 of S Sion 12 , EXCEPT t acres lying S. 'Q O� and Eas Or the Empire C �' ; and oo' 0� # the N1of Section 3 ; All 'n` 'ownship 4 Nor h�Range 63 West o� the 6th P .M. , and all th- ' part of the SW of Section 34 4ownship 5 Nort Range 63 4 We of the 6th P. 4? 04? =ginning at a poj`t in the North line of said SWl/® 1675 feet 9 ``2East of the No �y est corner of id SW1/4 ; runn' t thence South 94 f parallel wit %1e East line o �id SW1/4 to a .7nt in the Nor �`0 line of the ght-of-way of +gs Union Pacific *;- ilroad; /4e �� thence So ( easterly along4rid North line Ok right-of-way too €he n00 East lis of said SWl/4 ; 0 0 0 $ thenc-V .rth on said EaYline to the Nneast corner o id SW1/4 ; thence West o the North line o said SW1/4 to e Dint of Be�. ning; and any erests therein rights thereur. 0 0 0 0 oQ 51 . All oil, gas and Mineral rights whatsoever not theofore KD c reserved or co ed by previounstruments of eord as reserve 00 by Jacob Cro ' nt in Deed re jb ed May 12 , 1910 in Book 1270 at�0 3 Page 319,n� ribing lands 4"ollows : 43 43 �no°0 TOWNSHIPS NORTH, RANGE .0 EST OF THE 61/2 T��M. ��0°� andrIny interests the ein or rights thereunder. 52 . Q oil, gas and . 4.er minerals un9 * ying the SE1/ pN the NW1/4 �© Section 34, o' ship 5 North, g ge 63 West of t 6th P.M. , as O$2reserved by F N. Mondt and�:)'en E. Mondt inr ed recorded Mayo �,; 23 , 1951 in L• 1303 at Pa e 6, and any i t sts therein or9 no0 rights �0 der. n00. n00. n00. 0 0 0 0 0 i ooQd ooQd ooQd ooQ 2 b b b b �n0 �n0 �n0 �n0 �n0 1 IIIIII IIIII II o, ' IIII IIIII IIII IIIIII 1114 'r I II IIII OQQ OQQ OOOQ 3137261 .I4:/2003 03:0BP Weld0 , CO b b b 23 of 191.00 D 325.00 SOS,, oreno Clerk& Recordee Oa Oa O�� Q,��O��V EX9# IONS O�Q O�Q � 53 . An undi�.ded 7/llths ingest in and to $ oil , gas and ar minerls and all minerl rights, as coo eyed to Christ u4 oissant, Fl.g nce Reck, Pete �roissant, Henr J_, 4--d oissant, Lind-C enn, O a Hooge and E Croissant in n recorded Ja Me y 10 , 1967 QO Book 577 as Reception No. 1498 , describing .s as follows : OAdopting the d'{��iding line betty Sections 2 an+ ,, Township 4 . O OQ North, Range �i�'�West of the 6 P .M. , as being 4> center of the& Q establishe 4.unty road runt North and So near or betwee �O the sai�id� art tions : 0 All theof 6thhp ME,K yingSNorthnand FastsofptheNEmpi nle Inlet Dit Q Th� 1/2 of the SW1 the SE1/4 of �` SW1/4 ; and t � part of OQ to S1/2 of the fj Cr4 , the NE1/4 or(0 e SW1/4 , and S1/2 of the Qr Of$E1/4 , lying So-t of the right •sy way of the Uni v Pacific 60 Railroad Comp.V! all in Sectit,� , Township 4 .� ''h, Range 63 OOP �OO West of the Ali P.M. ; 0 0 That part .O the N1/2 lyin. rth of The Em 4 Inlet Ditch _414 �Q South ofaae right of way ff The Union Pac c Railroad Com all in 4 tion 3 , Towns .4 4 North, Rang West of the �i .M. ; That art of the W1/2 f the SE1/4 lyingSouth of the r gh of way of Union Pacific 2eilroad Company,2 xcepting 13 a z* lying O S�� and East of �2 Empire Canal , ction 12 , Town-W. 4 North, Range 63 West of tr- 6th P.M. ; Q Q Q p..11 that part a*nhe SW1/4 of Sep on 34 , Townshi Z North, Range pb OOO 63 West of t�ej?:th P.M. , descr�� d as follows : O� Beginning point on the t h line of sai� 1/4 , 1675 fee �� East of t orthwest corn o� es e thence `t. ing Southeast- #• , parallel wiWthe East line aid SW1/4 , A • a point on th- ' Weald line of tS right of way o 'he Unic4Pacific Railro Company; t lie e Southeaster1,;g�j along said Nor ine of said ro of way QQ t�; he East line .. aid SWl/4; o ttfence North on ,aid East line to, t o Northeast cps_ r of said . SW1/4 ; p O 1, O OQ thence West 'sj .he North line O said SWl/4 toOCi, Point of OOO �Q Beginning. �O Q Q All of B}}.v. ' s 4 , 5, C and p� all in the Tow Hardin, acc. .�ing � to they, orded Map or P��, thereof . <> and n interests thereitV or rights ther .der. 44 54 . E)4 ION DELETED O OOr . OOr . CO 2 2 2 2 b �� C OOQ O Or . OA O Q� I Q Q Q Q b b b b b �QCO �Q9 CO CO CO IIIIII IIIII III ��III IIIII IIII IIIIII �I; T i II IIII �cQ �oQ ,cQ� 3137261 10: 2003 03:08P Weld , , CO pb V. V. 24 of �. 191.00 0 325.00 St- •4'�Toreno Clerk& Record/eer�0 c� c� �0��0 �0��0 E.�r Are et© �O��O 55 . Righ way, whether i fee or easement nly, for a pi e.ine or pi. A ' nes and appur ltances, as gran a to Phillips P-t�oleum •ly•Cany by Vera Pee son, recorded 1E31 11, 1971 in B;4 646 as OQ iception No. 156f.46, affecting tic" following des•Cj •ed property: te cv.V. V. e eV.As more part ' Z arly describe 4Y1 said instrum �0° o��O (Affects �l; ons 9, 17 and� in T5N-R63W) otP tP �� 56 . EXCEPT�s�,t�1ELETED ��' � �� 57 . EXCE,pTION DELETED �� /A / �� 58 . �ht of way, whr in fee or a- - ent only, for ctric c transmission or,,,,9�3'stribution lin . system, gran e�' to Poudre vS . Valley Rural ctric Associat4,®� in the follow instruments once %© record, in h the specifi%4 cation of the %0, ement is not�O© O�� defined. c� c� O� o� �� Date o� zecord: Mar'*21, 1973 in Boo688 as Receptioa(No . 1 0' 19 Gr-4AA or: lard Cattle CoQ4 Q� Q� G�.•erty Affected,:, ection 34-5-633C �C �E V. V. V. �b b ©i0� Date of Recore April 14, .8 in Book_ 828, `6` Reception No .�OS �0 1750421 . 5> ""V /0 c� Grantor: o� H. Go 'C� Johnson c� c� �4 Proper��ffected: NE1�r ection 3 4-634 4 De of Record: OQT nuary 3 , 1989#Book 1220 as p ption No. OQ� c i 2166750 @ @° 6° Grantor: v. National Farm, V. �r,0� Property Aff�� d: Sections 22&527, 35 ; in T5NN W �� 9 . An undivi., • one-half of a oil, gas and o �{� minerals not �0 thereto conveyed or rued, as rese by Albert CCrnt et in Deg4 ecorded Febru 4 , 1974 in Bo 08 as Recepti o. 1629s5 46', describing n s as follows : AdjI ing the dividialine between S ions 2 and 3 , ,Od 10 and dall in Townst4 4 North, Range West of the 6tE , P.M. , as being the cente df the establishes county road ruing North and 4/South near or 'ween the said )t tions : b 5>'> That part o j, e SW1/4 of Seclg\•n 1, Township orth, Range 63 %S West of t th P.M. , lyin est and South o4 e West and Soo ' �$ Bank of oil' Platte er as the same -verses said qa r 5 sectio4 5 That A- t of the S1/2 or the NW1/4, the S 1/4 of the SW1/, the CO 04:( CO CO El c ' c c c c V. b V. V. 111111111111 IIIII IIIII IIII IIIIII III i ''rI II IIII �oQ �oQ „oQ 3137261 1 y ' 003 03:08P Weld CZ: , CO pb $2 $2 25 of o3 ,% 191.00 D 325.00 SteeA i reno Clerk& Recorder<$ 'C 'C t� �0�� 4 TI ONS �0�� I0�� W1/2 otthe SE1/4, and �e SE1/4 of the a1/4 , all in Sec on 2 , Townthip 4 North, Raft& 63 West of th46th P.M. , which4ies North 4 o dQhe right of wa The Union Pa�4 is Railroad Co;a4 ny; OQ a- SW1/4 of Sect'° 3 , and that p of the SE1/4 Section 3 �-' .plying South and st of the Empi Canal, also knew as the Empire Op Inlet Ditch, known as the ire Outlet Car?, said parcel Op O$ also being ribed as that t of the S1/2 `la Section 3 lyi . o South of t mpire Inlet D; also known E; the Empire Ou F �o� Canal, a > known as the a. re Canal, an• ®fat part of thet1 1/4 Sc> and th 11/4 of the NE IV' lying South o f@' e Empire Inle Bitch, also t t part of the N /4 lying North SI the right of w of The Uni4 Pacific Railro4, Company, all $i Section 3 , Tow p 4 Q4 N.enh, Range 63 Wegof the 6th P.M.-a-; o O { - NE1/4 of Sect(' 10 , Township §n orth, Range 63test of the <K6th P.M. ; C�. 2 b . , That part of At,\e W1/2 of the jj I'4 and the Wl/2 K' the SE1/4 of 0\s c9 Section 12 , $' nship 4 North V``�ange 63 West o e 6th P .M. , 1 Vt'g t� North of T Union Pacific . 5ilroad Company �' ht of way, andkny interest0Q erein or right® thereunder. , O ��O' 60 . EXC7TION DELETED 4 61 . W<EPTION DELETED�C �6? �6? �6? 62 . eXCEPTION DELE asp - - - - . 2' - . 2' . 2''� Off` '2' GO/ '� t .. An undivide40% of 30% of �1► oil, gas, hyd r.4ft -rbons and other minerals el4 ed by grantors 4 s reserved by sv,•rge L. Allard at 1 in Recept Nos . 789168e=. 1 1789169,d 4r-corded Mdesc2 .ii Book 9 in ng thefollow . 1 anc 8 : 4 4 ��4 4 _4 SHIP 4 NORTH, m GE 62 WEST OF 6TH P.M. , CO i4 OF WELD, -' ��ATE OF COLORA � �� cvi . Section 3 :��c� 3IW1/4 'O '�O '�O Section 5 All t Sectionnl��,� All O� O� O TOWNSH.LY 4 NORTH, RANGE&WEST OF THE 6°l4P.M. , COUNTY O tELD, STATI > OF COLORADO: n4 A An4 �`etion 1 : Elf NW1/4 ; SW1/4 SEPT that part v reof, �O b staining 34 .47 es more or les se ying South and, O0 ' st of the Sou latte River: O�OQ .ft. . t � TOWNSHIP 54,1(•TH, RANGE 62 -4 OF THE 6TH P<. , COUNTY OF WE:�„STATE F ORADO: �(4 �4> © b . 2. . 2. . 2. . 2. t t t t t 1111111111101111111111111111 II , 1'�I II IIII QQQ� �QQ� �QQ� 3137261 3 03:08P Weld , CO p� p� p� 26 of 191.00 D 325.00 S 4- oreno Clerk & Recorder0 (O (O I <0 4+ TIONS <0 4 e Se 4n 3 : The '� of the E1/2 Q Orion 17 : Th�i2P/2 of the El/2 ( d the W1/2 (<oQ (<Q $ ection 18 : b b b & Section 19 : All QP OV (FP Section 20 : & All Q� Q� Q� Q� Section <5 All O� O� Oe � Sect iofi 31 : All �Q� � Q� Sec on 33 : All Q4 A A QA NSHIP 5 NORTH, a GE 63 WEST OF(' E 6TH P.M. , COeftY OF WELD, QO ' W ��TATE OF COLORAMV �< �< �<2 Q� Q� Q� Q� Q� Q� Section 13 : 0 All 0 O O Section 22K All � �Q �Q <0 Sections ,e All �Q° �Q° �Q° Sectio 4 : All �Q Section 25 : All Se(4ibn 27 : All, `�' EPT the SW1/4 <4 the SW1/4 QA QA ion 34 :<r TIT, /2 and the Elf the NW1/4 QO QO ct ion 35 : b p Section 36 : e SW1/4 of th NN1/4 , EXCEPT 5 80 acres p Q� 0 hereof . 0 (FP Q� Adopting t dividing line 44 een Sections j* d 3 , and 10 as �� 11, all ownship 4 Nor N Range 63 West 0' the 6th P.M. , unty eof Wel cState of Color ;, as being the ter of the es ished coup y oad running N r h and South near r between the s d Secct.ns : Q T part of the SW04 of Section 1 ®Township 4 Nort Q Range 63 OQ 14st of the 6th P @1. , County of Weic , State of Colo€�o, lying Q pC94est and South ta✓ the West and. r' h Bank of the th Platte pb 0 River as the c e traverses s-f'• quarter secti.g% 0 /0' That part o %? e S1/2 of thec Y' /4 , the NE1/4�';' the SW1/4 , th, Q O� W1/2 of t. El/4, and theo4fl/4 of the SEl 1, all in Sectio j , Townshi. North, Range 0Iest of the 6t1r .M. , County of.AP d, State d Colorado, which4ies North of th right of way o he Uniot, Pacific Railroa Company; T 4 1/4 of Sectio r , and that par° f the SE1/4 of ction 3 Q ,t, g South and W w, of the Empire i nal, also know gs The Empire Q20 �nlet Ditch, al p own as The Erp, e Outlet Cana said parcel c >also being des abed as that pV of the S1/2 o ction 3 lying South of Th $Mpire Inlet Di .54, also known a ( e Empire Outle Q� Canal , als �nown as The E . e Canal, and t part of the E�/4 Q� and the ®1 4 of the NE1/.0� ing South of Empire Inlet ch; � Also t part of the N .e`�- lying North he right of wff The Unio cific Railroad .mpany; all inS tion 3 , Towni 4 �OQ �OQ „OQ QQ OQ Q Q °�� 42 l@� °�� Q°�� Q°�� 1IIIIII11111L`iftIIIIIIIIIIIIIIII ' 1�� IIIIII @oQ @oQ @C\ 3137261 ,t` 2003 03:08P Weld `1 1;Y CO pb pb pb 27 of �& 191.00 D 325.00 Sh_('j 'reno Clerk& Recorder @. . 000 000 O �0�� EE��eQ��IONS �0�� 0�� North Range 63 West o t-he 6th P .M. , Cuy of Weld, S t of Col•4ado; Tr 0 E1/4 of Secti�� 0, Township 4e.o th, Range 63 W of the P.M. , County o Weld, State of . .lorado; 0. 0 \0 Section 12 , T hip part 24 North, V ogea633 West of1r6th P .M. , 0 of O�b e� County of W , State of Coles .o, lying Nort1e the Union 0 Pacific R road Company ret of way, and trinterests ther,, 0 or righ hereunder. 64 . An ivided 50% of ¢ of all oil, gas hydrocarbons a1 other mit* als owned by g ON tors, as reser. ti by George L. •i9 rd & Co. , OQ i 2Deed recorded Meg 2 , 1979 in Boo 67 as Receptic o . 1789170 , Dtescribing the lowing lands : $2 pb pb O00 TOWNSHIP 4 4 H, RANGE 62 WO OF THE 6TH P . * COUNTY OF W�EIL v �O STATE OF ®ft eRADO: OAS O O Section : NW1/4 �� . . � Sect i n 5 : All Se on 7 : All(( 00� 00� 00� 00� TOWNSHIP 4 NORT �'R}1NGE 63 WEST O� E 6TH P .M. , COUNTY OF WELD, b DDDDSTATE OF COLOO@�7e : to e- �e- �e Section 1.f E1/2 ; NW1/4 ; 4`"` /4 EXCEPT tha rt thereof, �Do �Do containing c� . 47 acres more ess lying Sou®land West of t South Platte R Ct TO - IP 5 NORTH, R.POE 62 WEST OF THTH P.M. , COUNTYY4OF WELD, Q� Sty OF COLORADO 0 0O �O �0. c$ ection 3 : tio' Wl/2 of the F 2 b b $0 Section 15 : ,," e W1/2 of the t'/2 and the Wl/r- 007 0 Section 17 : 0 All 0 0 0 0� Section 1 All Section All 440° �0° �0° � Sectio 0 : All Sect,sn 21 : All Sew` on 2 9 : All Q� ( Q4 Q4 \) ion 31 : A �° . ection 33 : .&0@ STATETOWNSHIP OF 5 N , 0 RANGE 63 WE,OF THE 6TH P.M®.0tOUNTY OF W�D�0� O) ,,\�0° 0° 0° 0° � : All Sectton<Sectio22 : All eI I� � © b b b b $�O $�O $�O $�O $�O 1111111 HI 4' II IIIII IIII till I,i) II IIII (61 9 4 (61 9 4 0 3137261 /2003 03:08P Weld , CO 28 Of 191.00 D 325.00 Steoreno Clerk& Recorder."©a © ©0�� ©0;Y l l JcJcnoNS l �O l �O Sectio23 : All Sec4.n 24 : All 4 4 QS Q S v�ion 25 : All ), ®Q OQ OQ % tion 27 : A114 EXCEPT the SW16; of the SW1/4 Q Q Section 34 : E1/2 and the Nkt2 of the NW1/4 b b cy Section 36 : c The SW1/4 of ��1/4 , EXCEPT N04/ 0 acres $2 l Q thereof . kAdoptin �e dividing li =Ovetween Sectio ®' and 3 , and 10 and 11, all .h Township 4 N , Range 63 We +of the 6th P.M,q ounty of W l State of CColRra.o, as being t e enter of thesablished couliy road running th and South r or between t said TA ie. ions : Q Do Do 0 M•�'at part of the �1/4 of Section € Township 4 Nor'%; , Range 63 Q �QWJest of the 6t . :`' M. , County of `" d, State of C ado, lying b West and Sout(y .f the West an. Muth Bank of t 4V outh Platte 4�' QJ River as t same traversesd quarter sect) , ; *O That par ':3" the S1/2 of t 1/4 , the NEl 4; of the SW1/4 , dp l W1/2 of f e SE1/4 , and t17 E1/4 of the S?&4, all in SectjP 2 , Townshe 4 North, Range West of the 6 y P.M. , County eld, Sta of Colorado, wIch lies North othe right of way o The U 4 n Pacific Railr• Company; TA 'ir SW1/4 of Secte.t 3 , and that paw of the SE1/4 e� ection 3 QO v ying South and e t of the Empi e anal , also kn as The Empire $2 Inlet Ditch, known as The ire Outlet Ca 4 said parcel Opb 4Q also being ��"ribed as that t of the S1/2 Section 3 lyina �Q South of TA mpire Inlet D . , also known he Empire Out �o IC Canal , a ( . known as The ire Canal, and .at part of the,e /4 �� and th �� 1/4 of the NE lying South o �. e Empire Inle *- tch; Also tMt part of the N /4 lying North St the right of of The Un' A. Pacific Railro4 Company; all iSection 3 , Town dgip 4 cal t h, Range 63 We 4$of the 6th P.M® County of Weld#tate of OQ *.. orado; Q Q Q Q , The NE1/4 of S- A ion 10, Townsh4 4 North, Range West of the b 0 6th P.M. , Co r of Weld, Stat Wf Colorado; 4 4 9 That part o 3 e W1/2 of the % /4 and the W1 $iof the SE1/4 o Q l � Section l Township 4 Nor e;1>) Range 63 West t. the 6th P .M. ,County • eld, State of ' orado, lying •� h of the Unio Q Pacifie'ailroad ComparL ight of way, .4 any interests rein or rAghts thereunder A 4 65 . Sys, agreements jovisions, co/irons and obliga �ns as QQ C ntained in Open ut Mining Plan rr Pit recor.C4 September 3 , Q O$21980 in Book 9]2as Reception �N�b1834837 . $b �b l �� (Affects �� 3 and 10, ��I�' _"3 W) l ��©0 l ��©0 l l (6=0 40 (6=0 (6=0 61 b . 2. . 2. . 2. b . . . . .Q 1 IIIIII 3�I IIIIIIII IIIII IIII I +'v� IIIIII II IIII ® Q . cQ . Q 2 � �e381R/1991.00 D 3 5/2003 80 �P eve Moreno Clerk& Rec S �o�op @Op �Oo4 ��o� E 6 PTIONS r�o� ��KoA 66 . Term , greements, pr•v ions, conditi•n and obligati° s as co ,g fined in Surfaces ner' s Agreeme kby and between ra i`fl rson, also know as Vera E. Pe`-- on and Champli® etroleum �Q w.ampany recorded 'Ceril 3 , 1981 in aok 932 as Recep ion No. @2 . i1854138 . (fib (,b b b �O� (Affects Si/24vf Section 17-5 $ �O� 09 O�O Terms, ag �nents, provis ' n, conditions - 4 obligations a� 0 � contain:. in Surface Own4 s Agreements : nd between W. . . Farr, a/k/a n0 liam D. Farr asta Champlin Petro%%,• um Company: DSJ OF RECORD O�OOK REC. NO. � ERTY AFFECTED,-_,4 OQ c4/3/81 . b 932 1854139 b SW1/4, part o . 1/4 , b OS OS 0 Section 3 , l .j'g South . .S .� @ O` and West o (:' pire Canal , O`' T4N-R63W �°� 7/9/82 �°� 9726995 W1/2 , �4 Section 27 , Qe � � . EXCEP 1/4SW1/4 , T53W 8/30482 c7 1902289 W1/ , E1/4, Sectiohl Q T R63W Q Q /82 ®O 978 1904189 441 2 SE1/4 Sect p 23 , ®O SN-R63W �� . 0Op EXCS Y'1 ION DE` rD eOQOS ? t.pOS2 t.pOS xy b b b b b b b b b b b b b b b III IIII IIIII IIII IIIII IIII IIIIII I S IIII DoQ I „„ , 30�of� 1917261 A0 D 3 5800 Weld S�te0�� reno Clerk & Recorder000�� Cr CO D09 E TIONS �� A. 69 . Right .�� way, whether i� ee or easement ly, for pipe is4ie purposes, as granted_yo Panhandle Easern Pipe Line Co ..any, in thq strument reco�. -d , the locati� of which is sir.- in the Q LW/attachedco - to s instrument . �� 0 �� p bATE OF RECORD ee February 10 ef982 in Book 9 ,as Reception No e2 0@0 @0 1882628 (�0 26 e0 /��, 0 GRANTOR: �0 Harold teeterson and V=S Peterson �K �( PROPERTY *4 ECTED: Secti. k 9, 17, 20 and ;t , T5N-R63W O 4 DATE OS RECORD: Jul$ 2 , 1982 in Boo 972 as Receptid o. 97129 G• ^FOR: D. Farr oSPERTY AFFECTEDD@5*1/2 Section 2 ° '5N-R63W 0�°Q 0�Q 0aDATE OF RECOR �r July 12 , 1 �in Book 972 a cception No. � �0 � 1897134 s�n @� @0 '0 GRANTOR: �0 Vera Pe.� t . 0 RTY nd 63W ��0� DATEEO�� ORDTED: Jun(0�0, 19832inaBoo�� SasRReceptio(0. ° 4 430799 A A A •-G •4TOR: A4. D. Farr Q Q Q 11 PERTY AFFECTED& N1/2 , SW1/4 Se eon 27 ; SE1/4 ion 22 ; (0- p2 p2 SW1/4 Sectio?s 3 ; TSN R63W . 2 p2 000 DATE OF REC.#: November <01983 in Book �� as Reception/ t.. 4> GRANTOR: 0 w94D06Wr 4> �(6 4> PROPER AFFECTED: SWl >Seection 3 , T4N ��W 4 70 . Oil rind gas lease b- -been William D. 4 rr, also known A W. D. c� F� and Rock Oil��poration dated��gust 11, 1982 ,ecorded CO 0�ober 29, 1982 1' Book 980 as Re@.tion No . 190770 , and any $4nterests there or rights thef der. p� p� 0@0 Note : E. sion of the a$— lease as cla '�Od by Affidavit/�i3O /L��S +.duction, purs g:tt to CRS 38-42 4N. , by Rock Oil *NS �° �G orporation, rite) ded December 9 1983 in Book a as �� aReception No.$' 1274 . ' . 4� Not, Extension the above lea `tas claimed by ;i4lidavit of Producti.$4 pursuant to C•e 38-42-106, by ek Oil CO Company@recorded Octobe 2 , 1985 in Book' 088 as b Rece. 1''.n No. 20293652 b b $4 (Affects W1/2 \rction 24-5-63)000 00/ 004 �04) �04) �04) �0<4 �0<4 4 4 4 4 4 2 b b b b (IIIII IIIII Ih,iIII IIIII IIII IIIII I` ' IIIII IIII °� °e 03137261 % P I2003 03:08P Weld�,Y , CO O O O 31 of ,. 191.00 D 325.00 St oreno Clerk& Record Op �Op �Op CO O �O EX# NS O��O 0 C C ^� 71 . Oil an gas lease betwe William D. Farr also known as . Farr and 4hn Q. Moses da •4• November 19, 482, recorded December 27, 4 10 in Book 985 a 4: -ception No. 1 t357, and any it rests OQ herein or rights e ereunder. O O O 2 tO O O O ADONote : Ext( ion of the abo ease as claims t.y Affidavit of \/ O Peon, pursuae4� o CRS 38-42-1 0 by John Q. MMo �� icia E. M j*s, recorded D-c.�S •er 4, 1984 i ok �° Q051 as Recepti•O o. 1990725 . O � (Affec 4 ections 18 ant , TSN, R62W) � e 72 . Risei of way, wheth 04 n fee or easement only, for a .fir,-line or 4 •�• lines, or othe ,�.ppurtenances, 44 granted to Nat e-1 Gas OO s :sociates, Inc. Al Vera Petersonlso known as Ve& E. Peterson 2O end United Ban Greeley, in instrument re %•ed June 30, cp. O3 1986 in Book c1 8 as Receptio . 2058990, the •cation of whi4 •0 is shown ON e map attache said instrumee. e e (Affects4tion 20-5-63) O� © © All mural interests, Srluding all oilctas and other m‘rals, as gOriveyed to Vera Peterson by De recorded July Q.q 1987 in B. ' 1162 as Recept4n No. 2106340, ,4 any interestsO< herein or OQ is thereunder °� �° 4° �° p�( ffects sl/z o�fection 20-5 6�� O� C> 74 2 Any and all , t's eral rights a nterests of t `fr ,rantor, as (0 �� reserved b, 9 e Travelers I �ance Company geed, recorded 17, 1988 O Book 1199 as ption No . 2145 , and any int fists � therein t rights there r. cc> cc> NOT Deed, from �:,-velers Insuran�.� Company recorded June 17, (°� 1988 in t•k 1199 as Rece.jt on No. 2145185 OO OO ' fects properties described there ) @ (2) O O O O O C O C O C O C O NCO d d d d CO O O O O O CO CO CO CO CO d d 4 d 4 @OQ ©OQ ©0 ©OQ ©OQ O O O O O C O C O C O C O NCO 1 IIIIII IIII,,�'�� 1111 11111 1111 IIII LC" 1111 1111 �� 323137261 oof�OJ�- 191.00 3 03:08P Weld D 325.00 S��`Moreno Clerk& Record CO Op �<\.:- �<\.:- O �O E,�#TIONS O� �O�S �' 75 . Any et on, dispute o�adverse claims .a to any loss o `ain of lands a result of aty change in the 4iver bed locatip by other 4 t t natural cause- Qor alteration sough accretion 4eliction, Q :elision or avulsi• gvof the center , �ead, bank, chat° l or flow of O; waters in the Sn y Platte River yang within sub c Land; and \O O 'any question � to the location such center toad, bed, bank O' �.V or channel legal descrisq$1.n monument or rker for purpoa O� of describb4t or locating 0��.7ect lands . 02� 02� 4 NOTE: $4Y There are no • r ments in the �T. records of t office of the Cler a d Recorder of C. my of Weld, cLirately locating . 4 or present l. 4tion (s) of the �!nter 4 4>> thread, ..rk, bed or chann � of the above **th Platte OQ O River ok79indicating any kterations of the same as from O M time .•% time may have urred. M M rOS Ow en% cr O� t. Any rights, terest or eas-fiats in favor o 4b e riparian ows, o� the State Colorado, the '.t ited States of erica, or the general lic, which ex'=', have existed 'r are claimed Sexist �� in and er the waters t) present and p bed and bank '. South P1attte River. Q4 A Q4 TA 77 . '4ns, agreements4ovisions, conions and obligpaons as �0 ontained in Pe for Plowing Bland by and e een National p HHog Farms, In nd Board of C y Commissione f Weld County \O� _ . 79. Colorado re�c`, p.ed August 16, ] in Book 124], Reception No. > 0 (Affects tions 25, 26, � 36-5-63 ; 1-4 0• ; 5, 6, 7-4-62 �� , �� 30 , 31� 2-5-62) � � .s . 78 .78 . Te , agreements, • ..visions, condi '•: s and obligat ' s4 s as c� c. ained in Permi.��or Plowing Gra and by and bete n National OQ 4t g Farms, Inc. a o Board of Countg9 ommissioners ofj eld County, O O'2olorado record02September 26, 991 in Book 1313 s Reception No. �K v 2264416 . rec QQSY �0 (Affects Se bns 25, 26, 35 (f'd 36-5-63 ; 1-4-0; 6 and 7-4-629 0 , 17, 188 9, 30 and 31 55 �2) O�� O� .s . 79 . Terms, creements, provCgaons, conditiorand obligations contseined in Permit f.r �ilowing Grassl n by and betwee ational Ho• Farms, Inc . and n-rd of County l cmissioners of y d County, Q rado recorded,? 22 , 1990 in $,.�• 1264 as Rece2 n No. OO '14709 . V�� pb(Affects SectiO' 25, 26, 35 ano %'6-5-63 ; 1-4-63 ;$ and 7-4-62 ; 9 0��0(�O 15, 16, 17��]*0 19, 20 , 21o��O�V d 31-5-62)o��O�O o��O@O oQ4 Q4 Q4 Q4 Q O OO • �° ��° ��o b b b b b I IIIIII IIIII III! 011II IIIII IIII IIIIII II IIIII IIII ©C? ©C? ©C9 3137261 1 LF,2003 03:08P Weld C it , CO b b b 33 oF f 4t 191.00 D 325.00 St l*ureno Clerk& Recorders ' ©Op ©Op �O�O � TIONS �O��O SO 80 . Terms, Sagreements, prov ions, condition ' and obligations s con c ned in Permit fer Plowing Grass]4nd by and betwee National O H.=$Farms, Inc. an Ooard of County .mmissioners of ^ d County, x$ orado recorded �ptember 28, 19: - in Book 1245 ateception No. 4 l93164 . M M M O( (Affects SectO} is 25, 26, 35 Or�6 5 63 ; 1-4-66�3 AV) Book 124. Weld n�s Reception No 69 as o 88569n PsandcRe.Q.tionust No. 15 ,21957894 En i. � (Affec 4-63) �� 82 . Ri• j of way, wheth in fee or ease only, for th flight to i ct l truct, operat aintain and reLL e such communi® ion and .Q er facilities d appurtenances granted to The rtuntain States lD . .telephone and egraph Company National Farm 2Inc . by pb O4 instrument r ded December ]p 1989 in Book 4. as Reception 4 O�O Q6 No . 220042 a n which the ss t.ific locationO� he easement iss2 t defined. � (Affect 10-4 63" � S 83 . Righ4 of way, whetherin fee or easement only, for the4igub to c.attruct, operate aintain and re .fie such communi -a ion and Q of -er facilities :�.�' appurtenances granted to The y ntain States <4 . Telephone and TN -graph Companyational Farms c.c. by -4' instrument re•� •ed December 1:4 1989 in Book- 1- as Reception p �© No. 2200421 c h which the sp-,$ric location ofO� easement is fot defined. c /�, /�, SO (Affectsj ction 3-4-63) <4 SP Sf 84 . EXCEE T N DELETED 85 . t of way, whet••£; in fee or eas��nt only, for tt ratet to and OOQ .y, construct, mcintain, inspect, pair, replace, @perate, <i 'emove a pipel 'xV and appurtena >> , granted to Apific Midland v Production C• ,-ny by Nations 1L g Farms, "Or-instrument O� �' recorded Se . •er 15, 1989 '4<Book 1244 as R Inc .$option No . 2191?4.?, �� in which specific loca a of the easem r is not defined ��° (Affect ction 17-5 63) �� S 86 . Riglitk of way, whether/kin fee or easement only, for cons ructing, re•(•` structing, ins•s Ling, upgradina� >increasing vol4 e or line Q`� city, operati.:o repairing, ma ' fDaining and ext- Ming from �� ) tt me to time an• • erhead and/or u .erground elec r line or <4 system and ap•t enances, gran to Poudre Val Rural Electric pb OO Association, tj c . by National g Farms by insOtO ent recorded (�4O �� February 2 41990 in Book 1 �'- as Reception `d` . 2206183 , in wf •n Oo the spec location of easement is no refined. �° � (Affec ection 20 5 6� � � OC O<4 OC OC OOQ b b b b b �O6 . �O© �O©O� �O©O� �O©O� IIIIII IIIII II I! DiIII IIIII IIII IIIIII Ik 'rIIII IIII @2° @2° @2° 3137261 ir/2003 03:08P Weld ti Pp' , CO b V. V. of :%; 191.00 D 325.00 SF kroreno Clerk& Recorder00p a. a. �0( �0 �0( �0 � TIONS �O( �O .0( + 87 . Ter ,$ agreements, p •visions, condit '4 s and obligati4s as cNiclained in Memor-Gtum of Agreementecorded April et 1995 in d So 1489 as Rece•_. on No. 2436222 0 0 p�(Affects Secti. * 3 and 5-4-62) pj p�j p�j Die Die � 0� Terms, agre ts, provision conditions and li igations as 00 contained Surface Owner' greement by an between Nation\$Hog .0( 0° Farms, 4.sO and Union Pa *c Land Resourp Corporation rerded May 26$' 998 as Receptio} No . 2614999 . (Aft cts Section 13 5 63) A �A �� 89 . 'P ns, agreements provisions, con' Oions and obligSons as 00° ontained in Agent by and be w- -n National Hog,(arms, Inc . and sp RRiverside Irr ' O ion District `ti rded December 1993 in Book Opb 0 1419 as Rece on No. 2366727 0 0 0 0��0 (Affects SS ion 20-5-63) 045) 045) 0450 <> 90 . Terms, eements, prons, conditioned obligations cont_i d in Surface • is Agreement< b and between N teal Hog Fa , Inc . and Uni.g4 acific Land R rces Corporat recorded ® 8, 2000 as R:i-ption No. 2754 0 OQ effects SW1/4NW1t, NW1/4NW1/4 Se&ion 17-5-63) 0 0 ✓. ( .e V. e pe 910 Terms, agree ts, provisions, ��nditions and . gations as < _ �0 contained irk urface Owner' s reement by an•e-tween Nationa dg 0°� Farms, In and Union Paci S Land Resource 4'orporation rec® ed �� (Aff,e�cS SW1/4SE1/4 S�ec'N, 2000 as n•n No.21-5-63) 43974� 4� 92 . O ' Qand gas lease • F,een National .i;Farms, Inc . a 4FG Energy, Q9 Y0O. dated January@5, 2002 , for ac0imary term ofears, 00° ecorded Februa 25, 2002 as Recep ion No. 292737 , and anyV. 0000 interests thee< t or rights thee$.inder. DOp �� Note : av ension of the e lease as cl-...S.`"/ed by Affidav' of 0° �'roduction, pu to CRS 38-4 ) 06, by CFG Ene , � $ > Inc. , recorde) bruary 25, 20e, t-s Reception Nt 3035559 . 4 4 .0- : Extensi. .f the above lea* as claimed b ®�fidavit of OQ CO Product =mn, pursuant to EaS 38-42-106, byCFG Energy, 0 ✓. 44 Inc. recorded Februa27, 2003 as Re ion No. V. 0/4 (Affects N[nj�0 e W Section 3-4- <00 + p50 p�0 @4 15 Sr0 Sr0 �OQd �OQ4 OQ4 NCO )OQ� ✓. V. b Sr Sr p50 p50 p.0 p.0 p50 IIIIII Ilill 11 o, ' 111111111111111111111111111111111 I I I 3137261 �ii 9/2003 03:08P Weld •t,r ty, CO b b b 35 of c - 191.00 D 325.00 SS_Vr oreno Clerk& Record v Oa Oa �C �C EXcc�� IONS �� CO O �OO ,(O O 93 . Terms, reements, prove ons, conditiona)and obligations4 contained in Surface wner' s Agreement by and between tional Hog Far a, Inc . and Unioacific Land R aurces Corporate recorded Q s -mber 13 , 2000` Reception No. O6458 . O �' ffects SW1/4S 1 ° Section 9-5- 3 9�f2>Right of way ether in fee IO/SYpeasement only, �aor purpose fro �o time to timt bf constructin-hOoperating, ins Ming, maintaining, protectin repairing, rat*" ing, changing e size of, and 42 removinn pipeline or p'� ;,ines and app nances, as gr� -d to Duke E gy Field Servittcs, LP by Nation Hog Farms, In reco ded July 26, 200$ as Reception No: 2868822 , affect ng the fo#owing describe.eroperty: OQ OQ CO (c's; 0 0 0 . ,;'Ls more particu q Iy described i aid instrument OHO (Affects SW1/4%t! /4 Section 9 �5 O . 4,0 HO Oe$p ei Terms, agrn ents, provisi conditions a ..Qobligations as containe O. Surface Owne ), Agreement by between Natio Oi Hog � Farms, and Union Patric Land Resoua+s Corporation Forded Sept mb r 29, 2000 as R- eption No. 2797� •5 . (AOfts E1/2NW1/4 ID 17-5-63) OQ OQ CO 96 . light of way, wheer in fee or ea4$ment only, for the purpose - prom time to t ' tt of constructs operating, in ting, b maintaining, ' =Wtecting, repa '`ti g, changing t ize of, and �Op �OO CO removing a . .eline or pipelra-s and appurte es, granted tor, o� Duke Enert ' ield Services K by National Farm, Inc . by . 4O instrum-+ recorded July �, 2001 as Rece n No. 2868821Qn which .i- specific loca4T.n of the easemf is not define (Afffracts N1/2 Section 17-5 63) d @i TA 97 . l ht of way, whet in fee or eaet nt only, for * .ose from O© t me to time of yructing, op�r- ing, inspect maintaining, protecting, re.c ing, replacin changing the s of, and pb OO removing a pis Fine or pipeliand appurtena , as granted j` �O Duke Energ4iield Services4*. by National HO. arms, Inc . , �O O< recorded p y 26, 2001 as , eption No. 28-�-�'•,' 3, affecting tO � follow .escribed prope CC> CC> As mOre particularly 4escribed in sai instrument . 4 4 (Vects E1/2E1/2 S.e'�tion 17, N1/2 tieSE1/4 Section,fl OQ 2 b 2 C7 2 b .C3. . .C3. . .C3. . .C3. . .c3. . e e e e e t4 c Qd Qd Qd Q • 01� O� O� 2 b b b b pC0 pC0 pC0 pC0 'S IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII fE$��IIIIIII �oQ �oQ K?) 3137261 1 u:t 003 03:08P Weld qj 9 CO c,* . . 2. S . 36 of 30; 191.00 D 325.00 Steyroreno Clerk& Recorder�0 @0 @0 �0��0 I. . E 0- IONS<4127 0. O <0. 0 98 . Right ) way, whether i 'ee or easementaly, to survey, construct, maintain, 4fi.nspect, operate4repair, replace4modify, c tfge the size of deconstruct, ma .t monitor, aban. or remove, Q .t7Grantee' s electnn, one pipelin nd appurtenancs9 as granted �°e c o HS Gatherin v .L.C. by Natio.. Hog Farms, Inc, recordede. Op August 2 , 20014s Reception Nor��+ :71038 , affect* the following Op ��. . described p '-rty: � $2 � 0�' � �' As more icularly des O.ed in said inse ment . ©o � (Affec 1/2 and NW1/4 4#ction 20-5-63)@2N �� 99 . Ri. of way, wheth in fee or ease t only, for thight to 0 all , maintain 4 spect, replac o rect, operate Yid remove an (°Q ‘.ove ground of ` 1d gas related flity and appurtenances, @2 pbgranted to HS ering, L.L.C. ((� National Hog r\ ms, Inc . by $2 $2 instrument r ded August 2, $2'O1 as Receptio eWb. 2871039, in & �� which ific location , the easement )Onot defined. �$0 �� (Affects �;S 2 and NW1/4 Sion 20-5-63) �O �O 100 . Right � way, whether i fee or easement$nly, to surve ,� con uct, maintain, spect, operate .4repair, replace4modify, 2 c e the size of oseconstruct, ma * monitor, abanzaS or remove, OQ 4 Grantee' s elecabn, one pipelinjr-nd appurtenancC , as granted c'r A to HS Gatherin. L.L.C. by Nati. %.l Hog Farms, I @p, recorded b (e February 13, ST2_ as Re eptiory2\0. . 2925227, of ing the ,OV 0 e following�dd ibed property" t o� O e eke As more eT ticularly des. .ed in said in ment . (Affect S1/2 and NW1/4s; -ction 20-5-63) c 101 . Te rs�, agreements, .$visions, condiij ns and obligat�g.�iis as QA .i.e ained in Agrei+*nt by and betw:.At National Hog 1tms, Inc . and g-2> Riverside Irrig .n District re o lied August 28, �24.1 as cZ>Receptio$2 (AffectsnSec n 20-5-63) c1 . ) c) �`'O� �`'O� J40 2 . Any ques 3' as to the si Q@r location of $e subject prop�sy, by rea of the fact tuts Exhibit B of Bement recorde Dece e 30, 1993 in oP 1419 as Recept3 n No. 2366727 S.6es not co n a legal des tion. ( ects Section 00 63) e e / 103 . $Terms, agreeme, !, provisions, '&'.itions, oblig ns and pb & easements as 1�• tained in deed. om National H arms, Inc . to 0 David Perki recorded Sep .er 6, 2002 as �ption No. 0 � 2985198 ,��a� i ,, ding subst��Cs ly as follows �0� 5 �0�� b b b b b IIIIII11111 1►IIIIIIIIIIIIIIIIIIIII �11� IIII IIII dOQ dOQ 0 3137261 /2003 03:08P Weldgq, , CO 37 of O�- 191.00 D 325.00 S+ » oreno Clerk& Record ope ope O� O6 O' O� O� O�S �0�� EXc9IONS O�� O< � 09� "Grante�acknowledges t (1) the propein question h4�been the gite of a Housed ppmmercial Swine X;eeding Operatio Asubject to th � ovisions of C. b3°ado' s ballot �hdment 14 and . lations Q p ulgated there 2�t r, and (ii) G�r is current _S egotiating OQ ompliance Ord on Consent wit e Colorado D •. tment of OpPublic Health a.?p.rEnvironment ( IE) to resolve r outstanding Opp Notice of Vi. Q ion (NOV) . G �j ee agrees tha shall not �0 interfere, '4 any manner, w' Grantor' s fin. ' ation of such K0 O� Order and t antor' s fulfil �-nt of obligati.. - arising eithe4\ � under s??��c Order or any QQ�� er final admin'��:rative or judi determi` tion issued as ` consequence of the NOV. Grante spec4ically agrees td,provide Grantors nd its agentsow�.h access COtoile property fora�.ils and groun• er testing, O O .j oremediation, W the conduct o Cr y other actioxr as may be 00 .4equired under .,y, Order or determination. Grant reserves such �O � easements and % is of way nec ary to comply *h the �� 00 directives o $'PPHE. " O� O� O� 13 (Affects alCgof subject prso®4 ty) O�� O�� 4 104 . Oil an C s lease betwee, �. David PerkinSdnd Rex Monaha dated Dece •er 31, 2002 , rec r ed December 3 002 as Recept}i�on o. 301 »�• 1 , and any intsts therein orb�' ghts thereundeJ Q (At -cts Sections 34. d 5 in T4N-R62O Sections 3 , 1 Q 17 , 18 , 19, O 27; 21, 29, 31 anda3 in T5N-R62W; Cction 1-T4N-R6S� 00 p e�,0 ��' �e p� 105 �0 Terms, agreem j , provisions, �a0 ditions, obli li-ions and re easements a b•ntained in Ge.:& 1 Warranty De=$► ecorded June .w �0� 2003 as Rt4 tion No. 307233 � �0�� 0�� 09 106 . Terms, jreements, provi�'`bns, conditions obligations anc easepQents as containe914in Special Warrpty Deed recordek June 12 , A 20Q s Reception Noo 072324 . rig rig OQ 107 . "i-ms, agreementprovisions, co d tions, obligatio s and 00sements as c%fined in Parti. 4p ssignment of tits in p`O��O�OAgreements r0* ded June 12, �2 0k as Reception ) . 3072325 . �O\O 4y4 . Terms, ag ments, provisi. - , conditions, igations and �� easemen s contained i `. mp No. 2 Ease and Joint Opt ing 09 Agreeme recorded June < , 2003 as Rece ' on No. 3072326 . d t 6 A 109 . Ri• �'Q of way, wheth , in fee or eased only, for row„, granted OQ the TH Ranch, L a Colorado 1 ' ed liability .0-.any by PCerkins Land & Lev stock, LLC ands. David Perkin yy instrument �precorded Septer 12, 2003 as eption No. 310��a1, in which tl ep /�4, specific loc.�i.n of the ease a,S: is not defin%J 4 p�O� (Af f e c t e i •2, 1 4 6 3 ,pa�nOd E and 3 6-5-6Z* \ OwC Oe Q Q� Q O � � � � 42. 42. 42. 42. 42. 09C 09C 09C 09C 09CO° IIIIII IIIII IIIII IIIII IIII IIIIII �� 4IIII IIII @oQ @2° @oQ 3137261 hM/2003 03:08P Weld �4 , CO pb pb pb 38 of d 191.00 O 325.00 St; oreno Clerk& Recorder@5 @O @O e e 49 EX ye IONS0��0 �0��0 110 . Right o ay, whether in�ee or easement t*y, for a pipel e and appu pnances, granter to Duke Energy Feld Services, LFby P. 4 Day' Perkins by in ment recorded oe tober 22, 2003 �4 Reception OQ No© 119400, in wht the specific Cation of the ei: ment is not g° Mined. b b b b �(O�Af f ect s SW1/4 -63) 0(�� 0(�� 0(r9 164 . Terms, agrents, provisiont conditions an•� ligations as e,\ containe•se Memorandum of ®irface Damage G-ement by and •4'een Perkins /3 nd and Livesto$V. LC and EnCana 4irbergy Resources 1,c . record September 26, 20•3 as Receptio • . 3110511 . d (Afff s SW1/4NW1/4 63) O4 Q OQ OQ 112 . e s , agreements, provisions, condeions and obli ations as O ntained in Me#ndum of Surf a• �.amage Agreeme y and between$2 0@ Perkins Land Livestock LLC cry• EnCana Energ sources Inc. 0 e (Affects ,S�e 4 20r5-63 )6, 20030t'eception No.O�fi� 512 . 0�. 0� 113 . Terms, agreements, provi �ns, conditionsc1 d obligations contacted in Memorandt4 of Option Agrectnt recorded Junl. 12 , 2003 as eption No . 3073430 . OQ OQ OQ 114 . erns, agreements�provisions, coa��ions, obligatg, and -- -- -O�asements as coined in inst ,i t recorded Jur ``12 , 203 as_, Op , AV' Reception No� O72322 . �0@ . 0� 00@ �� . Grazing L40- dated May 23,E 03 between Mitervi and Grant» < 116. Feed P,s�rase and Pastu e Agreement datte�i tober 8 , 200033b ween Q Grant and Cervi Cat Company. ©O 4 �O @O @O IO b b b b b e e ç\© C\© ��O O. d 4 d d 4 e e e e e . . e e e e e d d d d ©© ©© F I I e e e e e CIVIL RESURCES, LLC ENGINEERS & PLANNERS June 18, 2025 Mr. Patrick Lennberg Division of Reclamation, Mining, and Safety 1313 Sherman Street, Room 215 Denver, Colorado 80203 RE: Response to Preliminary Adequacy Review, 112c Construction Materials Permit Application Section 25 Sand Mine, Permit No. M-2025-015 Dear Mr. Lennberg: This letter addresses the Adequacy Review letter dated June 4th, 2025 regarding the Section 25 Gravel Mine 112 Construction Materials Reclamation Permit Application Package. Responses to the Division's comments follow in bold: EXHIBIT C—Pre-Mining and Mining Plan Map(s)of Affected Lands(Rule 6.4.3): 1. On Map C-1 please provide a table or clearly indicate on the map the coordinates, in decimal degrees, of the four corners of the permit boundary. See attached survey plat showing the surveyed location of the four corners of the permit boundary. 2. Pursuant to Rule 6.4.3(b)and (g)the following items need to be identified on Map C-1: • Please clearly identify the power line, and owner of the power line,that is located along the northern portion of the permit boundary. •Another power/transmission line is in the northeast corner of the permit boundary that appears to be different from the one noted above that needs to be identified. • In the southwest corner and within 200 feet of the permit boundary there appears to be oil and gas wells and tanks that have not been identified. •Along the western permit boundary, near the mid-point,there appears to be a fenced storage yard, the fence should be identified. • If there is a fence that borders the proposed permit boundary, please identify. All items mentioned have been identified on the updated Map C-1. EXHIBIT D—Mining Plan (Rule 6.4.4): 3. On page D-1, section a)third paragraph, it is stated that the site will contain one mining cell that is approximately 225 acres. The maps provided indicate the developed water reservoir will be approximately 222 acres but other areas outside this area may be mined as well, please clarify. The water reservoir will be approximately 224 acres and the total mined acreage for this cell will be 396 acres.The maps and mine plan have been revised to reflect this. Another change to the mine plan and maps is the inclusion of the mining the existing infiltration ponds.The bottom of the infiltration ponds will be mined down an additional five feet. 4. The permit and affected land boundaries are the same and that area is 640 acres. Please state what the area is of the proposed mine limit and if this will be the maximum disturbance area. Please update Map C-2 with this information as well. 8308 COLORADO BLVD• SUITE 200• FIRESTONE, COLORAD❑ 80504• PHONE: 303.833.1416• FAX: 303.833.2850 Page 2 Mr. Patrick Lennberg June 18,2025 The proposed mine limit for Cell 1 is approximately 396 acres.The maps and plan have been updated to reflect these changes. 5. On page D-2, under the processing header it is stated that material will be dry screened or not screened at all but under subsection (c) it states that wash cycle for the aggregate will be established, please clarify. Please clearly state if the existing lined pond will be utilized and if so in what capacity. The plan has been updated to indicate that the aggregate will be washed and that the lined pond water will be utilized. EXHIBIT E—Reclamation Plan (Rule 6.4.5): 6. In subsection (a) it is stated that if no reclamation phase is pen, any unsuitable materials will be stockpiled in the stockpile location shown on Map C-2. Map C-2 only indicates a topsoil stockpile location. Please clarify if this is location for overburden stockpile material. If it is, please reiterate that the overburden material will be segregated from topsoil material as stated in section 3.1.9. The topsoil material and overburden material will be stockpiled in the same area but segregated. This has been reiterated in the plan. 7. In the reclamation plan and on Map F-1 clearly indicate the area, in acres, to be revegetated. The disturbed areas one foot above the maximum water surface of the pond will be revegetated with the seed mix indicated.The hatch sizing has been increased on map F-1 to provide more clarity on reseeded areas. 8. On page E-5, subsection iv it is stated that the site will be revegetated with an upland seed mix. Please clarify that the seed mix to be used is the Weld County Sandy Site seed mix. The language on page E-5 have been changed to Weld County Sandy Site seed mix. 9. Please clarify, on page E-4 subsection d second paragraph it is stated that 6-inches of topsoil will be placed in areas disturbed by mining above the high water line. On page E-6 subsection v it is stated that topsoil will be uniformly placed and spread on all areas disturbed by mining above the high water line at a minimum thickness of 12 inches. If different areas are to received different thicknesses of topsoil please clearly state that along with the anticipated area (in acres)to receive the different thicknesses. These areas should be shown or stated on Reclamation Plan Map. All areas will receive a minimum of 6 inches. The text of the plan has been changed to be consistent in this regard. EXHIBIT G—Water Information (Rule 6.4.7): 10. Will the source of water for dust control be the lined pond located within the permit boundary? Correct. EXHIBIT L—Reclamation Costs (Rule 6.4.12): 11. Please provide the dimensions of the wash plant concrete pad, footings for the office, and concrete base for the scale. Page 3 Mr. Patrick Lennberg June 18,2025 The plant will sit on a 30' by 50' by 2'concrete pad.The office has been removed from the mine plan. The concrete base for the scale will be approximately 15'x 70'. 12. Please provide the dimensions and the anticipated general construction details of the shop. The shop has been removed from the mine plan. EXHIBIT S—Permanent Man-made Structures(Rule 6.4.19): 13. It appears the Applicant did not submit an Exhibit S. The Division reviewed the provided maps and there are a permanent man-made structures, which the Operator needs to obtain structure agreements for, within 200 feet of the affected land boundary. Pursuant to Rule 6.4.19, Where the affected lands are within two hundred(200)feet of any significant, valuable and permanent man-made structure, the applicant shall: •Provide a notarized agreement between the applicant and the person(s)having an interest in the structure, that the Applicant is to provide compensation for any damage to the structure*;or • Where such an agreement cannot be reached, the applicant shall provide an engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation;or • Where such structure is a utility, the Applicant may supply a notarized letter, on utility letterhead, from the owner(s)of the utility that the mining and reclamation activities, as proposed, will have "no negative effect"on their utility. *Structure agreements shall be sent by a trackable method, i.e. certified mail. In addition, the individual structure agreements shall be labeled with the certified mail number or other tracking number. Structure agreements have been sent out to the surrounding structure owners including, NGL Partners,Xcel Energy Transmission, Civitas Resources,and Noble Energy. 14. If the Applicant has attempted to get structure agreements from structure owners within 200 feet of the affected land boundary but have not received signed agreements, then please perform an engineering evaluation for the structures pursuant to Rule 6.4.19(b). Other: The stability analysis will be provided under a different letter. 15. Pursuant to Rule 1.6.2(2),please demonstrate that the Applicant's response to these adequacy issues have been placed with the application materials previously placed with the County Clerk or Recorders Office and made available for public review. See attached confirmation email. Page 4 Mr. Patrick Lennberg June 18,2025 Please feel free to contact me with any questions or concerns at Kyle@civilresources.com or my cell number 408-930-2544. Regards, CIVIL RESOURCES, LLC Kyle Regan Project Geologist J:IUnited Water&San-141ISection 201DRMSICorrespondencelDRMSIAdequacylADQ Response 7.doc EXHIBIT N - SOURCE OF LEGAL RIGHT TO ENTER This information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.7 of the Colorado Mined Land Reclamation Board Construction Material Rules and Regulations. Please refer to the attached legal right-to-enter documents. The permittee, 70 RANCH, L.L.C. owns the land. See attached documents. Nix— Gravel Mine—MLRB 112 Permit Application Exhibit N-1 EXHIBIT 0 — OWNERS OF RECORD OF AFFECTED LAND (SURFACE AREA) AND OWNERS OF SUBSTANCE TO BE MINED The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.15 of the Colorado Mined Land Reclamation Board Construction Material Rules and regulations: Owners of Surface Area and Owners of Substance to be mined The property and the substance to be mined are owned by: 70 RANCH, L.L.C. 8301 E. PRENTICE AVE # 120 GREENWOOD VILLAGE, COO 80111 70 Ranch-Section 25 Sand Mine—MLRB 112 Permit Amendment Application Exhibit 0-1 EXHIBIT P - MUNICIPALITIES WITHIN Two MILES The information provided in this Exhibit is intended to satisfy the requirements outlined in Section 6.4.16 of the Colorado Mined Land Reclamation Board Construction Material Rules and regulations: List any municipalities within two miles of the proposed mining operation and address of the general office: There are no municipalities within two (2) miles of the proposed mining operation. 70 Ranch—Section 25 Sand Mine—MLRB 112 Permit Amendment Application Exhibit P- 1 March 3, 2025 VIA:Certified Mail/Hand Delivered West Greeley Conservation District 4302 W 9th St Greeley, CO 80634 RE: MLRB(112)Operation Reclamation Permit Application,Weld County, Colorado; Section 25 Sand Mine To Whom it May Concern: 70 Ranch, LLC is applying for a MLRB permit amendment to mine sand at the project site. The site is located on the east side of Highway 60 about one half mile west of the Town Of Gilcrest. More specifically, the site is within parts of Section 25,Township 5 North, Range 63 West of the 6th Principal Meridian. The mine is in an area of dunes with common oil and gas wells and related infrastructure and is east of Weld County Road 69 north of the South Platte River on the 70 Ranch Property. As required by the DRMS regulations,we have enclosed the following information for your review: • Construction Material Regular(112)Operation Reclamation Permit application form • Exhibit B Index Map • Exhibit C Pre-Mining Plan Map • Exhibit D Mining Plan • Exhibit E Reclamation Plan • Exhibit F Reclamation Plan Map • Exhibit I Soils Information • Exhibit J Vegetation Information If you have any questions, please feel free to contact me at my cell 408-930-2544 or email me at Kyle@civilresources.com. Sincerely, CIVIL RESOURCES, LLC Kyle Regan Project Geologist J:\Bestway-213\Inouye\DRMS\NOTICE Cltr W Greeley PVSCD-Inouye doc 1 March 6, 2025 Clerk to the Board of Weld County Commissioners 915 Tenth Street, Rm 317 Greeley, CO 80632 RE: 70 Ranch LLC. -Section 25 Gravel Mine Permit Dear Clerk to the Board: As a requirement of the Division of Reclamation Mining and Safety (DRMS), the complete Section 25 Gravel Mine application must be on file at the County Clerk's Office and any revisions must be made available for public review. A copy of the application on behalf of 70 Ranch, LLC is attached. Please sign below to indicate that you have received the above-mentioned information and return this page to us by email at kyle@civilresources.com. As always, thank you for your assistance. Sincerely, Civil Resources, LLC Kyle Regan Project Geologist Confirmation of Receipt: I have received the above reference documents, and will put it on file for public viewing. County Clerk to the Board Date J:1United Water&San-141\70-Ranch_DRMS\DRMS\Proof Of Mailing\letter to clerk_signature reqted.doc Kyle Regan From: Jan Warwick <jwarwick@weld.gov> Sent: Thursday, March 6, 2025 3:37 PM To: Kyle Regan; CTB Subject: RE: DRMS 112 Application Notice to the Board - 70 Ranch - Section 25 Sand Mine Received, thank you. AMR Jan Warwick Deputy Clerk to the Board Desk: 970-400-4217 P.O. Box 758, 1150 0 St., Greeley, CO 80632 0 X 00 Join Our Team IMPORTANT: 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. From: Kyle Regan <Kyler@civilresources.com> Sent:Thursday, March 6, 2025 3:35 PM To: CTB<CTB@co.weld.co.us> Subject: RE: DRMS 112 Application Notice to the Board -70 Ranch -Section 25 Sand Mine This Message Is From an External Sender This email was sent by someone outside Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Clerk to the Board's Office, Please see the attached DRMS 112 Reclamation Permit completeness review response letter and materials for the Strear Dirt Mine to be posted for public review. The Strear Dirt Mine is located to the west of Gilcrest in Section 25, Township 5N, Range 63W of the 6th P.M. Please confirm receipt. Thanks, Kyle Regan (m)408.930.2544 ; (o) 303.833.1416 ext 10 1 KyleR@civilresources.com Civil Resources, LLC. 8308 Colorado Blvd. Suite 200 Firestone, CO 80504 2 _ _Si n Posting Affidavit t _ 3 ,yam. . I, Kyle Regan hereby certify that I posted signs at the above locations which contain the Division of Reclamation Mining and Safety notice requirement information per Rule 1.6.2(1)(b)for the proposed permit area known as Section 25 Sand Mine on this Sixth_day of March 2025 . Signature of Owner or Owner's Representative CIVIL RES-URCES, LLC ENGINEERS & PLANNERS August 7, 2025 Mr. Patrick Lennberg Division of Reclamation, Mining, and Safety 1313 Sherman Street, Room 215 Denver, Colorado 80203 RE: Response to Adequacy Review No. 2, 112c Construction Materials Permit Application Section 25 Sand Mine, Permit No. M-2025-015 Dear Mr. Lennberg: This letter addresses the Adequacy Review letter dated July 22, 2025 regarding the Section 25 Gravel Mine 112 Construction Materials Reclamation Permit Application Package. Responses to the Division's comments follow in bold: EXHIBIT C—Pre-Mining and Mining Plan Map(s)of Affected Lands(Rule 6.4.3): 1. In the Division's item no. 1, of the June 4th letter, it requested the coordinates of the permit boundary corners. In response the Applicant provided a land survey plat of the permit area.The map provided indicates the permit boundary to be the section lines. The area of Lot 25 is stated to be 621.97 acres. The permit application is for 640 acres not 621.97 acres. Please clarify this discrepancy and provide the coordinates of the permit boundary corners. The permit application should be 621.97.All references to 640 have been changed to reflect the surveyed boundary.The lat/long coordinates have been provided for the permit boundary corners on map C-1. EXHIBIT D—Mining Plan (Rule 6.4.4): 2. In response to Division's item no. 3 the Applicant stated that the existing infiltration ponds will be mined down another 5 feet. Is the applicant referring to the lined pond? If so, please update Figure C-2 to adjust the mine limit boundary to include the pond and update the narrative of Mining Plan toclearly indicate mining of the pond. If the pond is included does that increase the total mine acreage of 396 acres? If the Applicant is referring to infiltration ponds that will be installed as part of the processing plant, please show their general location as part of the processing plant. The Division cannot locate within the Mining Plan,where it discusses mining down of the infiltration ponds, please update. The infiltration ponds on the property are to the south of the mine cell.There was internal discussion about mining out the bottom of these ponds to increase functionality but it was later dropped.The mention of mining this area should have been removed from the item 3 response. Please disregard. 3. In the last paragraph of page D-2 it is stated that a near vertical highwall will be developed during mining. Please state the maximum dimensions of the highwall (length x height)that may be developed during mining and that may need to be reclaimed. This section has been removed.The mine slope will be at a 3H:1V slope.Additionally, subsequent drilling has shown that the bedrock elevation towards the southwest of the mine pit drops off more than what was shown as a part of the initial drilling investigation.The Mine Plan, Maps, and Stability Analysis have been updated to reflect this additional information. 8308 COLORADO BLVD• SUITE 200• FIRESTONE, COLORADO 80504• PHONE: 303.833.1416• FAX: 303.833.2850 Page 2 Mr. Patrick Lennberg August 7,2025 4. In the Earthmoving subsection there is a reference to Figure C-6, please revise with the correct figure. Corrected to refer to C-2. EXHIBIT E—Reclamation Plan (Rule 6.4.5): 5. On page E-5 first paragraph it is stated that mulch will be used. Please state the amount of mulch to used per acre and whether it will be crimped into place or not. Exhibit E has been changed to state: "Seed will be drilled and mulched with crimped straw. Crimped straw should be at 2 tons/acre of weed free and crop seed free straw. Straw length should be at least 10 inches long for 70% of the product used. Mulch should be free of mold, decay, mud and other debris." EXHIBIT L—Reclamation Costs (Rule 6.4.12): 6.Attached for your review is the Division's reclamation cost estimate. If agreed upon this is the amount the Applicant will be bonded to for the permit to be issued. Agreed. EXHIBIT S—Permanent Man-made Structures(Rule 6.4.19): 7. The engineering evaluation, pursuant to Rule 6.4.19(b),for the structures at the site is still outstanding. See attached slope stability evaluation. Other: 8. Pursuant to Rule 1.6.2(2), please demonstrate that the Applicant's response to these adequacy issues have been placed with the application materials previously placed with the County Clerk or Recorders Office and made available for public review. Additionally,the proof of filing for the responses to the Division's preliminary adequacy review was not attached to the submittal, please provide the conformation email. See attached email confirmation. Please feel free to contact me with any questions or concerns at Kyle@civilresources.corr or my cell number 408-930-2544. Regards, CIVIL RESOURCES, LLC Kyle Regan Project Geologist Page 3 Mr. Patrick Lennberg August 7,2025 J:IUnited Water&San-141170-Ranch_DRMSIDRMSIAdequacy ReviewlADQ Response 2.doc Weld County Treasurer Statement of Taxes Due Account Number R4184786 Parcel 096525100005 Assessed To 70 RANCH LLC 8301 E PRENTICE AVE STE 100 GREENWOOD VILLAGE,CO 80 1 1 1-2904 Legal Description Situs Address 7506 ALL 25-5-63 EXC UPRR RES WELD Year Tax Interest Fees Payments _ Balance Tax Charge 2023 $630.56 $0.00 $0.00 ($630.56) $0.00 Total Tax Charge - _ $0.00 Grand Total Due as of 01/02/2025 $0.00 Tax Billed at 2023 Rates for Tax Area 6241 -6241 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 12,0240000* $74.30 AG-GRAZING LAND $23,392 $6,180 SCHOOL DIST RE7-KERSEY 7.2490000 $44.80 Total $23,392 $6,180 CENTRAL COLORADO WATER(CCW 0.8910000 $5 52 CENTRAL COLORADO WATER SUBD 1.3000000 $8.03 PLATTE VALLEY FIRE 5.1650000 $31.92 AIMS JUNIOR COLLEGE 6.3360000 $39 16 HIGH PLAINS LIBRARY 3 1960000 $19.75 WEST GREELEY CONSERVATION D 04140000 $2.56 PLATTE RIVER METRO DISTRICT 65.4550000 $404.52 Taxes Billed 2023 102.0300000 $630.56 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENIJORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY, REAL PROPERTY,AND MOBILE HOMES-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK. POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld County Treasurer's Office �k1h� 1400N17thAvenue .T J� 4 PO Box 458 l+ 'J Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. , ov- ' Signed: V 1 ..U. +.�` � � � Date: 0 � F21-2026 1400 N. 17th Avenue, Greeley, CO 80631 or PO Box 458, Greeley, CO 80632. (970) 400-3290 Page 1 of 1 Hello