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Home My WebLink About20220354.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: DATE RECEIVED: AMOUNT $ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No f❑Yes Violation Case Number: Parcel Number: 105733100001, 105733 100002,105733100049, Site Address: 14460 WCR ROAD 40 PLATTEVILLE, CO 80651 PT S2NE4 33-4-66 LOT B AMD REC EXEMPT RE -993 (.32R), PT N2NE4 33-4-66 LOT B REC EXEMPT 1AMRECX20-14-0042, PT Legal Description: N2NE4 33-4-66 LOT A REC EXEMPT 1AMRECX20-14-0042 Section: 33 , Township 4 N, Range 66 W Zoning District: agricultural Acreage: Within subdivision or townsite?ONo /®Yes Name: Water (well permit # or water district tap #): NA Sewer (On -site wastewater treatment system permit # or sewer account #): NA Floodplain❑No 1❑Yes Geological Hazard❑No 1❑Yes Airport Overlay❑No i❑Yes PROJECT USR Use being applied for: soil mine Name of proposed business: soil mine PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: David Hunt Company: Phone #: Hunt Farm. 970-534-0917 Email: david@huntfeedyard.com Street Address: 14460 WCR ROAD 40 City/State/Zip Code: PLATTEVILLE, CO 80651 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Andy Rodriguez Company Phone #: Civil Resources, LLC 303 833 1416 Email: andy@civilresources.com Street Address: 8308 Colorado Blvd, Ste 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 application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sign for th corporal Signature ate SigQ ture i Date Print Pry_ DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), David Hunt & Kayleen Hunt give permission to (Owner -- please print) Andy Rodriguez/Civil Resources, LLC (Applicant/Agent — please print) to apply for any Planning! Building or Health Department permits or services on our behalf, for the property located at: NE114 of S33, T4N, R66W, Parcels - 105733100001, 105733100002, 105733100049, Legal Description: NE114 Subdivision Name: Property Owners Information: Phone: (970) 737-2437 Applicant/Agent Contact Information: Phone: 303 833 1416x202 Email correspondence to be sent to of Section 33 Township_4 N, Range 66 Lot Block E-mail: david@huntfeedyard.com E -Mail: andy@civilresources.com Owner Applicant/Agent Both W Postal service correspondence to be sent to: (choose only one) Owner F Applicant/Agent Additional Info: Owner Signature: Date:' U""'vlt, - Date: Owner Signature: [&41L= WCR 40 SOIL MINE USR PERMIT SUBMITTAL PREPARED FOR: Bestway Concrete & Aggregate 301 Centennial Dr. Milliken, Colorado 80543 PREPARED BY: Civil Resources, LLC 323 5th Street P.O. Box 680 Frederick, CO 80530 303.833.1416 DATE: JULY 27, 2021 CIVIL SES-10USCES,LLC ENGINEERS 6 PLANNERS September 23, 2021 Weld County Planning Department 1555 N 17th Ave, Greeley, CO 80631 RE: Completeness Comments USR (PRE21-0086) Response. N r - .. This letter is being generated to address comments from the USR (PRE21-0086). The italicized items are the current comments and the bold text are the responses: PLANNING COMMENTS: Contact Michael Hall with questions at (970) 400-3528 1. Submit a copy of the recorded deeds for the three subject parcels. A copy of the deeds are attached. Lot A of RECX14-0042, Lot B of RECX14-0042 & RE993. 2. Submit signed statement of taxes for the previous parcel numbers being 105733100064 and 105733100065, being tots A and B of RECX14-0042, prior to the recent amendment. A copy of correspondence with Jonnalynn McEnroe (Weld County Treasurer's Office) indicates that all taxes were paid on these two parcels. The email is attached. 3. Address lighting. Are any portable light plants orpoles Cu proposed? There is no lighting proposed at the mine. 4. Address signage. Are any signs proposed? A sign has been placed onsite. 5. Submit the completed Emergency Contact Form. A copy of the completed emergency action form is attached to this response. 6. Submit a summary fact shoot of the proposed mine, providing an overview of the proposed mining, processing and storing activities, phases, annual amount of excavated material, typical pit depth, acreage, etc. A copy of the mine plan was submitted and is also included in this response. 7. Submit the complete and accurate legal description of the parcels for which the USR and DBMS permits will encumber. The complete and accurate description is attached. 35❑S COLORADO BLVD. • STE SOS • FIRESTONE, CO. 555❑4 • PHONE: 3❑3.533.1 41 6 Page 2 Weld County Planning Department September 23, 2021 8. Submit a list of the names and addresses of any owner, operator of any oil and gas facilities, irrigation ditches/laterals, pipelines, overhead lines, railroad, etc. on the property, if applicable. There are no irrigation ditches or laterals. All pipelines, utilities and easements are shown on the drawings. A full ATLA survey and onsite utility locate was completed for the subject parcels and has been included in this response. A list is attached to this response. P. Submit a copy of any Surface Use Agreement with mineral owners associated with the subject property, if applicable. The miner will proceed in conjunction with all recorded surface use agreements as shown on the ALTA. There will be no excavation below 2 feet and all access will be maintained and no oil and gas facilities affected. All recorded mineral owners were identified via a mineral search and contacted via certified mail. 10. Submit any Crossing Agreements, Easement Agreements, Setback Agreements and Structure Agreements, as amended between the applicant and any surface and subsurface interests whose property is located on or adjacent to the subject parcels to be mined, if applicable. Structure agreements were mailed out per the DRMS requirements. Certified mail copies are attached. The proposed soil mine will only excavate down two feet and therefor there will be no negative impacts to structures and all easement and utilities will be undisturbed, the perimeter of the mine has a 100 -foot buffer. Oil and gas well heads have a 150 -foot setback. 11. Submit a Water Demand and Replacement Analysis detailing the amount of water required for each phase of the operation and how that water will be distributed between components of the operation, source of water (including agreements, well permits) and method to protect groundwater and wells, if applicable. Detail plans for obtaining water supplies to replace water consumed by mining or processing of the material, including dust control, consumed for domestic purposes by employees, and consumed by evaporative losses from exposed groundwater. Refer to Section 23- 4-260.6.14 of the Weld County Code for additional detail, if applicable. The miner intends to use approximately 0.15 acre-feet per month for dust suppression (1.8 acre-feet per year). There will be no exposed groundwater. The miner owns various sources of water to be used for dust suppression. They include wells on the adjacent feed lot currently used for dust suppression, available water from Hunt Reservoir #1 to the south (Hwy 60 & US Hwy 85) and are all in close proximity of the proposed mine. The miner also owns various augmentation water supplies to provide water for use in dust suppression. There will be no onsite aggregate washing or exposed groundwater therefore a substitute water supply plan with the Division of Water Resources is not required. 12. Submit Plan, Profile and Elevation drawings for each structure, demonstrating that the structure is located outside of County right-of-way, if applicable. There are no proposed vertical structures. All excavations will be performed outside of any right of way or easement. Page 3 Weld County Planning Department September 23, 2021 13. Submit the application fee, being a base fee of $5,000 for the first 10 acres plus $20 for per each additional acre or fraction thereof to be mined. Only acres to be mined are included in the fee, not the entire parcel area. Checks shall be made payable to WELD COUNTY PLANNING DEPARTMENT or WCPD. A check has been submitted with the hard copy via United States Postal Service. ENGINEERING COMMENTS: Contact Melissa King McRoberts with questions at (970) 400-3762 14. Submit a drainage narrativefreport per Section 23-2-260.A.8, 9 of the Weld County Code. A drainage narrative has been submitted. ENVIRONMENTAL HEALTH COMMENTS: Contact Lauren Light with questions at (970) 400-2211 No comments at this time Acknowledged. If there are any questions, please do not hesitate to call or email me. CIVIL RESOURCES, LLC Andy Rodriguez, P.E Encl: r:\Bestway-2131voglweld county\USR\draft resolution\vogl USR-comment_response.doc MEMORANDUM TO: Department of Planning, Weld County File — WCR 40 Soil Mine — FROM: Civil Resources, LLC DATE: July 27, 2021 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. Planning Questions: 1. Explain, in detail, the proposed use of the property. Include, at a minimum, the following: a. Type of use for which the application is being made. Proposed soil mining operation and reclaimed irrigable cropland. P. Current or previous use of the land, if any. Current use of the land is irrigable cropland. c. Include a statement delineating the need for the proposed use. As oil and gas sites are abandoned, consolidated and reclaimed the demand for reclamation soil in Weld County increases. The soil at the proposed mine will primarily be used for reclaiming abandoned or decommissioned oil gas sites. The ability to use reclamation dirt from a Weld County agricultural site to assist in oil gas sites maintains the cycle of resource rich Weld County. Even further, the ability of a nearby feedlot and it's manure byproduct for use in building the soil matrix up for future cropland closes the cycle for reclaiming the soil mine. P. Describe the uses surrounding the site and explain how the proposed use is compatible with them. The area is zoned Agricultural. The proposed use is in line with harvesting resources and reclaiming the site for future agricultural use. e. Describe the proximity of the proposed use to residential structures. There are rural residential homes and structures adjacent to the east side of the mine. Overall the site is surrounded by farms. f. Describe the hours and days of operation (e.g. Monday thru Friday 8:00 a.m. to 5:00 p.m.). 6am-6pm in summer, 6am to 5pm during other seasons. Monday through Saturday. g. Describe the number of shifts and the maximum number of employees per shift. There will be one shift. There will 1-2 employees. P. Describe the maximum number of users, patrons, members, buyers or other visitors that the use by special review facility is designed to accommodate at any one time. There will 1-2 employees, Visitors; 0-5, Buyers: 0. Daily visits are to be expected, pickups, tandems and semi -trucks typically visit the site. A traffic study has been completed. i. List the types and maximum numbers of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.). Not applicable. j. List the types and numbers of operating and processing equipment to be utilized. There will be one loader. k. List the types, number and uses of the proposed structures to be erected. Not applicable. I. Describe the size of stockpile, storage or waste areas to be utilized, if any. There will be a topsoil stockpile in located in each phase of the mine. m. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. Any waste generated will be removed concurrently. The site will be reclaimed to agricultural land. n. Include a time table showing the periods of time required for the construction of the operation. Proposed Mining Phases Phase 1 — mined in year one and reclaimed concurrently. Phase 2 — mined in year two and reclaimed concurrently. Phase 3 — mined in year three and four reclaimed concurrently. Phase 4 -winch in year five and reclaimed concurrently. Timetable for Mining and Reclamation There is approximately 500,000 tons of aggregate and which will provide 4 to 5 years of mining reserves. Phase 1 will be mined first, then Phase 2 and Phase 3. Reclamation will begin immediately after mining is complete. When possible, concurrent reclamation practices will be used to minimize site disturbance and to limit material handling to the greatest extent possible. Please refer to the Mining Plan Map in Exhibit C for phase areas to be mined, locations and areas. o. Describe the type of lot surface proposed and the square footage of each type (e.g. asphalt, gravel, landscaping, dirt, grass, buildings). There will be no processing onsite and all material will be hauled off. p. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? - There will be one to three temporary parking spaces for equipment operators. These spaces will move as the active phases move. q. Describe the proposed screening for all parking and outdoor storage areas. There will be no screening. r. Describe the existing and proposed landscaping for the site. There is no existing landscaping and there will be no proposed landscaping. s. Describe the type of fence or other screening proposed for the site. There will be a standard three -wire fence. t. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. Timetable for Mining and Reclamation There is approximately 500,000 tons of aggregate and which will provide 4 to 5 years of mining reserves. Phase 1 will be mined first, then Phase 2 and Phase 3. Reclamation will begin immediately after mining is complete. When possible, concurrent reclamation practices will be used to minimize site disturbance and to limit material handling to the greatest extent possible. Please refer to the Mining Plan Map and Reclamation Plan Map for phase areas to be mined, locations and areas. u. Describe the proposed fire protection measures. There will be no changes to access and fire protection will be accessible from internal roads and Weld County Road 40. 2. Explain how this proposal is consistent with the Weld County Comprehensive Plan. Current use of the land is irrigable land. Currently the surrounding corridor is active agricultural, feedlots, irrigable farmland, sod farms , water storage and industrial uses. On the west side of Highway 85 are active gravel mines. 3. Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter Pb.) Current use of the land is fallow ground and irrigable land. The property will be reclaimed to irrigable land and the manure byproduct from an adjacent feedlot will be used to assist in reclaiming the soil. 4. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. Current use of the land is fallow ground and irrigable land. The property will be reclaimed to irrigable land and the manure byproduct from an adjacent feedlot will be used to assist in reclaiming the soil. 5. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. The reclaimed pit will be irrigable land reclaimed to 2 -foot below native grade with no change to the land slope or imperviousness. The site is located outside of the floodplain. 6. 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. Current use of the land is fallow ground and irrigable land. The property will be reclaimed to irrigable land and the manure byproduct from an adjacent feedlot will be used to assist in reclaiming the soil. 7. Explain whether this proposal interferes with the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. NIA Environmental Health Questions: 1. What is the drinking water source on the property? 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. Bottled water. 2. What type of sewage disposal system is on the property? If utilizing an existing septic system provide the septic permit number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health and Environment prior to submitting this application. If a new septic system will be installed please state "a new septic system is proposed." Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy. Portable toilets. 3. If storage or warehousing is proposed, what type of items will be stored? There will be no storage. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. There will be no storage of fuel onsite. 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. There will be no storage of fuel onsite. P. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. NIA 7. If there will be floor drains, indicate how the fluids will be contained. NIA 8. Indicate if there will be any air emissions (e.g. painting, oil storage, etc.). An APEN Permit will be submitted to the CDPHE. 9. Provide a design and operations plan if applicable (e.g. composting, landfills, etc.). N/A 10. Provide a nuisance management plan if applicable (e.g. dairies, feedlots, etc.). N/A 11. Additional information may be requested depending on type of land use requested. Public Works Questions: 1. Include a traffic narrative with the information below. A traffic impact study may be required. A traffic study has been completed and is attached. Improvements to adjacent streets/roads may be necessary to provide adequate safe and efficient transportation to and from the site. An Improvements Agreement may be required. Acknowledged. a. The projected number of vehicle trips (average per day, maximum per day, peak hour data) to and from the site and the type of vehicles (passenger, semi -truck, etc.). See table below from traffic study. User Weekday Vehicles Trips AM Peak Hour PM Peak Hour Daily Soil Mine Passenger Vehicle Trips 10 1 0 1 0 1 1 Soil Mine Tandem Truck Trips 120 6 6 12 6 6 12 Total Site Generated Trips 130 7 6 13 6 7 13 b. Describe how many roundtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-TruckDTrailerhRV (Roundtrip = 1 trip in and 1 trip out of site) See table above, employees are traveling in pickups, the remaining are semi -trucks and tandem trucks. c. Describe the expected travel routes for site traffic. The expected travel routes are WCR 40 eastbound and WCR 33 and WCR 42 to Highway 85. d. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) The majority of the traffic will be from hauling topsoil offsite, which will go eastbound (100%) on WCR 40 to WCR 33 to WCR 42 and finally Highway 85. e. Describe the time of day that you expect the highest traffic volumes to and from the site. See table above, typically the start of business, lam — 8am busiest times. 2. Describe where the access to the site is planned. The gravel mine access will be the same entrance along Weld County Road 40 that has historically been used to access the property. 3. Drainage Design: Design and construction of a detention pond as described in an approved Drainage Report is required unless the project falls under an exception to stormwater detention requirements per code. (See below.) Does your site qualify for an exception to stormwater detention? If so, describe in a drainage narrative the following: The storm water drainage will be reduced as the pit is being mined and flows will collect in the pit. The natural drainage will drain to drain north, a COG500000 series discharge permit (comingled process, storm and discharge water permit) and Storm Water Management Plan will be submitted to the Colorado Department of Public Health and Environment. a. Which exception is being applied for? Include supporting documentation. The site will be mined and developed reclaimed to match existing grade on the north and drainage patterns. Ultimately the site will be replanted in alfalfa or legumes and irrigated. Best management practice will be implemented but no increased runoff or change in imperviousness or drainage pattern changes will be implemented and therefore the site falls under exception, Sec. 23-12-30.F1 a-6. P. Does the water flow onto the property from an offsite source? If so, from where? Water from a small undeveloped area to the south flows across the site and drains along the west side. There will be 100 -foot buffer surrounding the site and the southwest comer of the site will remain undisturbed. There will be no change to the site in the area that receives flow from this area. c. Describe where the water flows to as it leaves the property. The general drainage of the Site is northeast to the north. The topo surrounding the site shows a gradient elf .h percent to the north. The minor flows that leave the Site will flow to a natural drainage that bisects the property towards the northeast and ultimately the St. Train River. d. Describe the direction of flow across the property. Flow is north to northeast towards WCR 40. e. Describe the location of any irrigation facilities adjacent to or near the property. There is an irrigation pivot on the property. f. Describe any previous drainage problems with the property. The Site is not in the floodplain. Continued on the next page. 4. If your site does not qualify for an exception, the following applies: a. A Drainage Report summarizing the detention pond design with construction drawings and maintenance plan shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code. NIA P. The Drainage Report must include a certification of compliance, which can be found on the Public Works website, stamped and signed by the PE. NIA c. See the attached Drainage Report Review Checklist. Exceptions to stormwater detention requirements: 1. A second dwelling permit in the A (Agricultural) Zone District. NIA 2. Towers including, but not limited to, wind and telecommunication towers. NIA 3. Pipelines or transmission lines, excluding laydown yards, metering sites, substations, and any other above ground appurtenances. N/A 4. Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be provided. The site will be mined and developed reclaimed to match existing grade on the north and drainage patterns. Ultimately the site will be replanted in alfalfa or legumes and irrigated. Best management practice will be implemented but no increased runoff or change in imperviousness or drainage pattern changes will be implemented and therefore the site falls under exception, Sec. 23-12-30.F1a-6. The general drainage of the Site is north towards WCR 40. The topo surrounding the site shows a gradient of 1.0 percent to the north of the Site. A detailed set of plans showing the existing topography and proposed topography is included in the attached plans with no change in drainage patterns. 5. Development of sites where the change of use does not increase the imperviousness of the site. This site falls under this requirement as there is no increase in imperviousness. 6. Non -Urbanizing areas where the total pre-existing and post development impervious area produces stormwater runoff of less than, or equal to, 5 cfs for the 1 -hour, 1 00 -year, storm event. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer. NtA, there is no change to the drainage pattern or imperviousness. 7. Parcels with total area less than, or equal to, 1.0 gross acre. NIA 8. An individual parcel with an unobstructed flow path and no other parcels) between the Federal Emergency Management Administration (FEMA) regulatory floodplain channel and the project. N/A 9. A parcel greater than 1 gross acre and less than, or equal to, 5 gross acres in size is allowed a onetime exception for a new 2,000 sq. C. building or equivalent imperviousness. N/A 10. A parcel greater than 5 gross acres in size is allowed a one-time exception fora new 4,500 sq. ft. building or equivalent imperviousness. N/A 11. Concentrated Animal Feeding Operation (CAFO), Animal Feeding Operations (AFO) and Housed Commercial Swine Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (CDPS) regulations. Portions of the site not included or covered by the CDPS permit shall comply with the Weld County Storm Drainage Criteria. N/A Building Questions: 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. 2. Explain how the existing structures will be used for this USR. NA 3. List the proposed uses) of each structure. NA MINING QUESTIONNAIRE Answer the following questions per Section 23-4-260 of the Weld County Code. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. 1. Describe any active mining permits that the applicant holds within Weld County. - The Hunt's hold an active mine permit at Highway 60 and Highway 85 under Hunt Water, PLC. 2. Describe the types, numbers and purpose of structures (offices, warehouses, scales, mechanical, trailers, silos, fuel stations, maintenance buildings, etc.) 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. - NA 3. Describe the number of shifts and/or rotations to be worked and the average and maximum number of employees. — 10 hours maximum, one shift per day. 4. Describe any groups of persons who may access the site on a typical, expected basis including visitors, deliveries, etc. — No other groups. 5. Explain if the operation will involve a wet or dry pit and/or a slurry wall. - Dry pit, no groundwater will be exposed. 6. Describe the size of the area (by acreage and depth) to be worked at any one time. —10 acres parcels with approximately 25 -acre phases. 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. — See table below. Phase 1 — mined in year one and reclaimed concurrently. Phase 2 — mined in year two and reclaimed concurrently. Phase 3 — mined in year three and four reclaimed concurrently. Phase 4 — mined in year five and reclaimed concurrently. Each phase will follow the plan described below; topsoil and overburden will be stripped with bulldozers, loaders or excavators and stockpiled in the active mine phase. 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. - Topsoil and overburden will be stripped with bulldozers, loaders or excavators and stockpiled in the active mine phase. The mined area will be reclaimed to 2 -feet below existing grade and tie into existing grade on the perimeter of the mine. The reclamation detail will include maintaining a 100 -foot buffer around the perimeter and reclaiming the excavation. The mine was excavated down at a 2 tot horizontal to vertical slope on the east, west and south side, along with feathering grades back into existing on the north by Weld County Road 40. This excavation will be amended and planted with crops or dryland native grasses. Historic drainage patterns will be maintained. Three inches of topsoil will be removed and segregated from other spoil. The topsoil will be blended with manure and used for reclamation. 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 rehandled as little as possible. Stockpiles that will remain in place for more than one growing season will receive vegetative cover, as outlined on the Reclamation Plan Map, as soon as possible to minimize erosion. The mined area will be reclaimed to 2 -feet below existing grade and tie into existing grade on the perimeter of the mine. The mine will include a 100 -foot buffer around the perimeter of the excavation. The mine was excavated down at a 2 tot horizontal to vertical slope on the east, west and south side, along with feathering grades back into existing on the north by Weld County Road 40. This excavation will be amended and planted with crops or dryland native grasses. Historic drainage patterns will be maintained. 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 Operator plans to plant crops for use in their feed lot operation. In the event crops are not used, areas where perennial seed revegetation is part of the reclamation plan, the Operator will revegetate the land in such a manner so as 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 surrounding area. Seed will be drilled and mulched. The Operator owns a sufficient amount of irrigation water to establish an effective ground cover. In the event a dryland crop is utilized the Operator will more than likely continue to irrigate the ground allowing for more production for use in feedlot operations. The Operator currently uses this method on their other Weld County farms. 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. - NA 11. List any County, Municipal or CDOT roads and bridges to be utilized along with site entrance/exitpoints. Highway 85 will be the ultimate transit route. PUBLIC WORKS QUESTIONNAIRE Answer the following questions per Section 8-11-40, Appendix 8-Q, and Section 8-14-10 of the Weld County Code. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation — do not leave questions blank. - Responses in bold. 1. Describe the access location and applicable use types (i.e., agricultural, residential, commerciallindustrial, and/or oil and gas) 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 now access is proposed, if applicable. - The access is the same as the historic access. The entrance radius will be improved to 60 -feet and 85 -feet of 12" drainage crossing pipe will be installed. The main access is 1,500 feet east of the Highway 85 frontage road and 1,400 feet west of the WCR 31 intersection with WCR 40. 2. Describe any anticipated change(s) to an existing access, if applicable. The access will have a few minor improvements. The entrance radius will be improved to 60 -feet and 85 -feet of 12" drainage crossing pipe will be installed. 3. Describe in detail any existing or proposed access gate including its location. — There will be no access gate. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. - There is an old oil and gas access approximately 785 feet east of the main access along with another access 700 feet west of the main access. There are no other access points that will be maintained. The old access in the southeast corner of the property along WCR 31 is unmaintained. 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. There are no sight issues. 6. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. - NA 7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. - Flat. CIVIL RESURCES,LLC ENGINEERS & PLANNERS October 29, 2021 Weld County Engineering Department 1555 N 17th Ave, Greeley, CO 80631 RE: USR (PRE21-0086)— Drainage Narrative Melissa King McRoberts: During mining and reclamation a large percentage of flows will enter the below grade portion of the gravel mine. Therefore the site falls under exception, Sec. 23-12-30.F1a-2. Sincerely, CIVIL RESOURCES, LLC Andy Rodriguez, P.E. Encl: r:1Hunt Farms-3061FCR 4NoeFd countyluSRlcommentsldrianage narative_2.doc 38❑8 COLORADO BLVD. • STE. FCC • FIRESTONE, COLORADO 8❑S❑4 • PHONE: 3❑3.833.1 41 6 DRAINAGE NARRATIVE CIVIL RES-URCES,LLC ENGINEERS & PLANNERS September 23, 2021 Weld County Engineering Department 1555 N 17th Ave, Greeley, CO 80631 RE: Completeness Comments USR (PRE21-0086) Response — Drainage Narrative. Melissa King McRoberts: The current site is an existing irrigated farm. The miner proposes to mine in 10 acre sub -phases for each 25 acre phase approximately two feet below grade. The grade will be excavated with a minimum 100 -foot buffer surrounding the mine except as shown on the mine plan and reclamation plan maps. The buffer area will contain native vegetation and act a filter for storm flows. The mine will not change the historic drainage patterns of the site and will not change the historic groundcover of the site. It will be similar to a harvested or plowed field. Reclamation will be concurrent with each phase and vegetative cover will be reestablished. Attached is a copy of the prosed Stormwater Management Plan. A CDPHE discharge permit has also been submitted. The miner will control sediment from any disturbed area via best management practices per the CDPHE permit and the Stormwater Management Plan. Sincerely, CIVIL RESOURCES, LLC Andy Rodriguez, P.E. Encl: J:1Hunt Farms-306\WCR 40\weld county\USRlcomments\drianage narative.doc 38❑8 COLORADO BLVD. • STE. 2❑❑ • FIRESTONE, COLORADO 8❑S❑4 • PHONE: 3O3.833.141 6 WCR 40 SOIL MINE STORMWATER MANAGEMENT PLAN(SWMP) PREPARED FOR: Hunt Farms 14460 Co Rd 40 Platteville, CO 80651 PREPARED BY: Civil Resources, LLC 8308 Colorado Blvd Suite 200 Firestone, CO 80504 303.833.1416 DATE PREPARED: AUGUST 2021 TABLE OF CONTENTS 1.0 STORMWATER MANAGEMENT PLAN GENERAL REQUIREMENTS....................................1 1.1 Signatory Requirements..............................................................................................1 1.2 Required SWMP Modifications...................................................................................1 2.0 COVERAGE UNDER THE GENERAL PERMIT........................................................................2 2.1 Authorized Discharges................................................................................................. 2 2.1.1 Allowable Process Water Discharges.................................................................. 2 2.1.2 Allowable Stormwater Discharges....................................................................... 2 2.1.3 Allowable Non-Stormwater Discharges...............................................................2 2.2 Limitations on Coverage.................................................................................3 3.0 SPECIFIC STORMWATER MANAGEMENT PLAN REQUIREMENTS..................................... 3.1 SWMP Administrator(s)............................................................................................... 3.2 Facility Description...................................................................................................... 3.3 Facility Inventory and Assessment of Pollutant Sources .............................................. 3.4 Description of Control Measures ..................... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .........a 3.5 Inspection Procedures and Documentation.................................................................. 3.5.1 Persons) Responsible for Conducting Inspections ............................................. 3.5.2 Inspection Frequency.......................................................................................... 3.5.3 Inspection Scope................................................................................................. 3.5.4 Non-compliance Discovered During Inspection ................................................... 3.5.5 Inspection Documentation................................................................................... 3.6 Monitoring Procedures and Documentation................................................................ 3.6.1 Visual Monitoring .............. .................................a.....a..a..a..a..a..a..a..a.. a..... ... ...... .... 3.6.2 Benchmark Monitoring........................................................................................ 3.6.3 Effluent Limit Monitoring...................................................................................... 3.7 Corrective Actions........................................................................................................ 3.7.1 Conditions That Must Be Eliminated................................................................... 3.7.2 Conditions Requiring Review and Modification................................................... 3.7.3 Corrective Action Reports and Deadlines ........... ... ... ... ... ...... ... ... ... ... ... ... .a. ... ....... 3 3 4 4 5 6 6 6 6 7 7 7 7 8 8 8 8 8 9 4.Q Recordkeeping and Reporting................................................................................................... 4.1 Recordkeeping Requirements......................................................................................9 4.2 Reporting Requirements............................................................................................1 4.2.1 Quarterly Discharge Monitoring Reports(DMRs)..............................................1 4.2.2 Annual Reports..................................................................................................1 4.2.3 Notification Requirements.................................................................................11 9 Q Q Q List of Atquaoe Figure 1 .................................. Location Map Figure 2 .........................................SWMP - WCR 4Q Hunt — WCR 40 Mine - Stormwater Management Plan List of Appendices Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H COG500000 General Permit, Certification to Discharge, Quarterly Inspection Records Visual Monitoring Assessments Process Water Monitoring (BA Be) Corrective Action Tracking Employee Training Documentation Completed Annual Reports Correspondence with Regulatory Agencies Permit Application ii Hunt — WCR 40 Mine - Stormwater Management Plan 1.0 STORM WATER MANAGEMENT PLAN GENERAL REQUIREMENTS This Stormwater Management Plan (SWMP) was developed for the Hunt Farms - WCR 40 Soil Mine (Hunt) and, Division of Mine Reclamation and Safety -M2021-030, here -in referred to as the Facility in unincorporated Weld County about 4 miles north of Platteville, Colorado as a condition of applying for a discharge permit for stormwater comingled with process water under General Permit COG500000, Hunt will implement the SWMP when the facility begins industrial activities, which includes installation of control measures. A copy of the permit certification and the SWMP will be retained at the facility for the duration of industrial activities. 1.1 Signatory Requirements A duly authorized representative of Hunt must sign and certify the original SWMP and each time the SWMP is modified. "l certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properl y gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete. l am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." NAME: TITLE: DATE: 1.2 Required SWMP Modifications Hunt will modify the SWMP whenever there is a change in design, construction, operation, or maintenance at the facility that significantly changes the nature of pollutants discharged in stormwater from the facility, significantly increases the quantity of pollutants discharged, or that requires the permittee to implement new or modified control measures. In the case that the Water Quality Control Division (the division) determines that the SWMP does not meet a requirement of the permit Hunt will modify the SWMP and implement modifications. Hunt will modify the SWMP whenever necessary to address any of the triggering conditions for corrective actions. 1 HUNT FARMS - WCR 40 - Stormwater Management Plan 2.0 COVERAGE UNDER THE GENERAL PERMIT (§I.A.1) 2.1 Authorized Discharges Colorado Discharge Permit System (CDPS) General Permit PDdhhh000 authorizes Hunt discharge process water and stormwater from the mining and processing of material to State surface waters. This permit also authorizes Hunt to discharge stormwater runoff to State surface waters from non -mining activities. 2.1.1 Allowable Process Water Discharges • Mine dewatering which includes: any water, including groundwater, seepage, and stormwater, that is impounded or that collects in the mine pit (surface or underground workings) and is pumped, drained, or otherwise removed from the mine through the efforts of the mine operator. Additionally, wet pit overflow caused solely by direct rainfall and/or groundwater seepage. • Process generated wastewater, which includes any wastewater used in slurry transport of mined materials, air emissions control, and processing exclusive to mining. • Water used in sand and gravel processing • Stormwater runoff that becomes comingled with the above listed wastewaters before the discharge point 2.1.2 Allowable Stormwater Discharges from The Following Areas: • Industrial plant yards • Immediate access roads used or traveled by carriers of raw materials, manufactured products, waste material, or by-products used or created by the facility. • Material handling sites • Sites used for storage and maintenance of material handling equipment. • Shipping and receiving areas • Manufacturing buildings, including asphalt batch plants and concrete batch plants • Storage areas and stockpiles of raw material, intermediate products, byproducts, finished products or waste products. • Areas where industrial activity has taken place in the past and significant materials remain and are exposed to stormwater. • All disturbed areas, other than those subject to the process water discharge provisions above, including mine pit slopes. • Stormwater run-off that comingles with stormwater discharges associated with sand and gravel mining and processing. 2.1.3 Allowable Non-Stormwater Discharges • Uncontaminated condensate from external atmospheric condensation from air conditioners, coolers and other compressors and from the outside storage of refrigerated gases or liquids • Landscape (including reclamation activities) watering provided all pesticides, herbicides, and fertilizer have been applied in accordance with approved labeling 2 HUNT FARMS - WCR 40 - Stormwater Management Plan • Incidental windblown mist from cooling towers that collects on rooftops or adjacent portions of the facility, but not intentional discharges from the cooling tower • Process water discharges as characterized above. 2.2 Limitations on Coverage Discharges not authorized by the permit include, but are not limited to, the discharges and activities listed below. Hunt may seek individual or alternate general permit coverage for these discharges, as appropriate and available; and as needed the SWMP will be updated to include the applicable permits. • Stormwater discharges associated with construction activity that disturbs one acre or more, that are not associated with; stripping, gravel mining and processing • Process water discharges from asphalt batch plants • Process water discharges from concrete batch plants, including drum and truck wash water. • Discharges to receiving waters designated as 'outstanding waters" in accordance with 5 CCR 1002-31 (Regulation 31 — The Basic Standards and Methodologies for Surface Water). • Discharges that are currently covered under an individual permit or an alternative general permit. • Discharges of non-stormwater, except those authorized non-stormwater discharges listed above. • Discharges currently covered by a Division Low Risk Guidance Document • Process water discharges solely to groundwater if such discharges are subject to direct regulation by the EPA or by implementing agencies under Section 25-8-202(7) of the Water Quality Control Act or Senate Bill 181 (including the Division of Reclamation, Mining and Safety). This exclusion does not apply to discharges to groundwater that have a hydrologic connection to surface waters and for which the Division determines the surface water requirements of Regulations 31 through 39, and 61 apply. 3.0 SPECIFIC STORMWATER MANAGEMENT PLAN REQUIREMENTS(§I.M.) 3.1 SWMPAdmrnrstrator(§I.M.1) The following individuals are responsible for SWMP development, implementation, maintenance and modification. STORMWATER MANAGEMENT PLAN ADMINISTRATORS Individual & Company Title Contact Information David Hunt/Hunt Farms Manager (970) 737.2437 K? HUNT FARMS - WCR 40 - Stormwater Management Plan 3.2 Facility Description(_RM.2l The Hunt Farms - WCR 40 Soil Mine is a parcel of land located in Parcel 1 which includes Lots A & B of Recorded Exemption No. 1057-33-1 RECX14-0042, recorded October 23, 2014 at Reception No. 4056435, being a part of the North 1/2 elide Northeast'/4 of Section 33 , Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado (75.19 acres +I-) & Lot B of Amended Recorded Exemption No. 1057 -33 -1 -RE -993, recorded July 1, 1996 at Reception No. 2499201, located in the NE'/4 of Section 33, Township 4 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado (74.32 acres +I-). Surface drainage at the site is generally towards the northeast corner and northwest corner and discharges near Weld County Road Pb. Stormwater that falls in to the active mine area will flow towards the northeast and northwest. Reclamation will begin immediately after mining is complete, concurrently with mining operations when possible. This will minimize the amount of active mine area that is exposed to precipitation and runoff. A SWMP Map is presented in Figure 2. 3.3 Facility Inventory and Assessment of Pollutant Sources (§I.M.4) • The Active Mine Area — Mining will utilize excavators to load soil into haul trucks. The potential pollutants associated with the active mine area include dust and sediment from the haul roads in the active mine area. Portable latrines may also be used near the mine face. Portable latrines will be secured from tipping over and will not be in any stormwater flow paths at the site. There is some potential for pollutants to enter stormwater in the active mine area but low potential for discharge as the mine highwalls are graded back in to the mine cell. • Truck and Equipment Parking — Equipment will be parked in the mine cell when not in use. The potential pollutants associated with equipment storage includes sediment accumulating on the equipment when in use, fuel, and lubricants. • Disturbed areaslstripped areas — The pit is typically vegetated around the perimeter with a 100 -foot buffer. Potential pollutants associated with disturbed areas include loose sediment. The potential for pollutants to enter stormwater is low due to the disturbed areas utilizing surface roughening to minimize sediment transport and grading to keep stormwater from these areas on the property. • Loading and Unloading Areas — Loading and Unloading of overburden will occur in the active mine area. The soil will then be transported to the processing plant located offsite. There is potential for stormwater to come in contact with stockpiled soil in the loading area but the stormwater will flow to the historic location and have a 100 -foot vegetative buffer. • Vehicle Maintenance and Fuelin__. A� Vehicle maintenance and fueling will occur in the mine cell. Hunt utilizes a service truck that services equipment on -site. The truck is equipped with a pump and a recycle tank. The contents of the recycle tank are disposed of off -site. The truck is also equipped with a spill kit in the event of an accidental release. On -site fuel storage is not anticipated. A secondary containment device or berming will be used to prevent leaks 4 HUNT FARMS - WCR 40 - Stormwater Management Plan and spills from entering stormwater runoff if there is on -site fuel storage. In addition, a Spill Prevention, Control and Countermeasures (SPCC) Plan will be implemented as required by State regulation or federal statute. The vehicle fueling area is routinely inspected for spills and leaks as required in the site's SPCC plan. • Onsite Waste Storage — Onsite waste will be collected and disposed of in onsite dumpsters which will be emptied on a routine basis. The potential for pollution to contribute to stormwater pollution is low due to the waste being covered and routinely removed from the site. 3.4 Description of Control Measures (§I.M.4.c1 The goal of this SWMP is to improve water quality by minimizing the pollutants in stormwater discharges. Hunt Farms will utilize the following controls to achieve this goal. These controls are considered best management practices and they have been found to effectively control the migration of sediment or other pollution sources off -site. Stormwater discharge control measures include both structural and non-structural. Refer to Figure 2 for the location of specific structural stormwater quality controls. • Minimizing Exposure — The facility will minimize exposure by storing fuels and lubricants in containers with secondary containment. Fuel is not anticipated to be stored on -site. • Good Housekeeping — Good housekeeping practices are intended to maintain overall order and cleanliness, reduce the contact of potential pollutants with precipitation, and reduce the likelihood of release of pollutants to runoff waters. Hunt Farms will perform the following tasks to keep areas exposed to stormwater runoff clean: O Collecting and disposing of loose materials and trash o Keeping outdoor equipment clean o Storing equipment out of stormwater flow paths o Cleaning up areas of spills and leaks o Inspecting for leaks and conditions of drums, tanks, and containers every 14 days • Maintenance of Control Measures — Hunt Farms will maintain all control measures (structural and non-structural) used to achieve the effluent limits required by the CDPS permit in effective operating condition. Control measures will be inspected at a minimum of every 14 days. • Spill Prevention and Response Procedures — The procedures for preventing, responding to, and reporting spills and leaks are included in the Spill Prevention, Control and Countermeasures Plan (SPCC). A copy of the SPCC will be kept on site and made available for review by request of the Water Quality Control Department. • Erosion and Sediment Controls — Erosion from the excavation slope will be graded inside the 1 00 -foot buffer and therefore will not deposit sediment outside the mine boundary. Erosion on the outside of the mine cells will be controlled by seeding and mulching the area. Surface roughening may be used prior to seeding and mulching to mitigate sediment transport, along with straw bales or other BM Ps. • Management of Runoff and Pollutant Removal — Precipitation that falls on the interior of the mine cells will be graded in the northeast and northwest. In the event the runoff is in excess of HUNT FARMS - WCR 40 - Stormwater Management Plan historic, small sediment ponds will be constructed. Precipitation that falls on the exterior of the mine cell will be graded towards seeded and mulched areas to treat stormwater runoff before it discharges offsite. Prior to seeding and mulching these areas physical control measures such as silt fencing or sediment control logs may be used to treat stormwater runoff before being discharged. • Employee Training — Hunt will develop and implement a training program for its employees. Training will occur at least annually and will address the following: the site -specific control measures, components and goals of the SWMP, monitoring and inspection procedures. The following employees must be trained: Employee(s) overseeing implementation of, revising, and amending the SWMP Employee(s) performing installation, inspection, maintenance, and repair of control measures. Employee(s) who work in the mine area. c• Employees(s) who conduct stormwater discharge monitoring. Training will be documented on the form included in Appendix F and included in the SWMP binder. 3.5 Inspection Procedures and Documentation (§I.M.7) Site inspections will be conducted in accordance with State regulations as detailed in the permit. The requirements are detailed in this section as specified in Part 1.J of the State Permit and represent the minimum inspection schedule for the WCR 40 Soil Mine. Hunt is responsible for implementing and maintaining control measures in good and effective operating condition. More frequent inspections than are specified below to ensure that implemented control measures function as designed. 3.5.1 Person(s) Responsible for Conducting Inspections The person(s) inspecting the site may be on the staff of Hunt or a third party hired to conduct stormwater inspections under their direction. Hunt is responsible for ensuring that the inspector is qualified to perform the inspections. 3.5.2 Inspection Frequency • Visual inspections of the facility will be conducted quarterly and at least 20 days apart. • One of the annual quarterly inspections shall occur during a runoff event. For rain, this means during or within 24 hours after the end of a measurable storm event. Fora snowmelt event, means at a time when a measurable discharge occurs from the facility. 3.5.3 Inspection Scope • Observations of the conditions of Outfalls 001 and 002 including the presence of scouring. • Observations for the presence of floating materials, visible oil sheen, discoloration, turbidity, odor, etc. in the stormwater discharges. • Observations for the presence of non -permitted discharges • Verifications that the SWMP plan and site map reflect current conditions 6 HUNT FARMS - WCR 40 - Stormwater Management Plan • An assessment of all control measures 3.5.4 Non-compliance discovered during inspection Any corrective action required as a result of a facility inspection must be performed consistent with Part 1.K (Corrective Actions) of the permit and retained with the SWMP. 3.5.5 Inspection documentation The inspection will be documented on the inspection report included in Appendix B and will be included in the SWMP binder. 3.6 Monrtorrng Procedures and Documentation (4I.M.8) 3.6.1 Visual Monitoring Hunt will collect a stormwater sample from each outfall quarterly and conduct a visual assessment of each of the samples. The stormwater sample will be collected in a clean, clear glass or plastic container. The visual assessment will consist of inspecting the sample for the following characteristics: • Color — If the discharge has an unusual color, such as reddish, brown, or yellow hue, this may indicate pollutants or suspended sediment • Odor — If the discharge has a noticeable odor, for instance if it smells like gasoline fumes, rotten eggs, raw sewage, or solvents odor, or has a sour smell, this could be indicative of pollutants in the discharge • Clarity — If the discharge is not clear, but is instead cloudy or opaque, this could indicate elevated levels of pollutants in the discharge • Floating solids — If materials are observed floating at or near the top of the bottle, take note of what the materials appear to be • Settled solids — Wait a half hour after collection, then note the type and size of materials that are settled at the bottom of the bottle • Suspended solids — Particles suspended in the water will affect its clarity, and color and could be attributable to pollutant sources at your facility • Foam —Gently shake the bottle and note whether there is any foam • Oil sheen — Check the surface of the water fora rainbow color or sheen; this would indicate the presence of oil or other hydrocarbons in the discharge • Other obvious indicators of stormwater pollution If the discharge is not colorless and odorless and investigation will occur to determine what area of the facility or what specific pollutant sources are contributing to the contamination of the runoff. If the visual assessment indicates the control measures for the facility are inadequate or are not being properly operated and maintained, Hunt will conduct corrective actions consistent with Part 1.K of the permit. The visual assessment will be documented on the form provided in Appendix D 3.6.2 Benchmark Monitoring 7 HUNT FARMS - WCR 40 - Stormwater Management Plan Since Hunt will transport overburden offsite for processing the General Permit does not require benchmark monitoring for stormwater discharges. The division may include a site -specific benchmark in the permit certification in which case this section of the SWMP will be updated to reflect the benchmark monitoring requirement. 3.6.3 Effluent Limit Monitoring Process water monitoring is required for the Facility pursuant to part 1.C.1.b of the General Permit. Data will be reported to the Water Quality Control Division using a Discharge Monitoring Report (DMR). Hunt will monitor the effluent consistent with the requirements identified in Table C.1.2 of the General Permit included in Appendix A. 3.7 Corrective Actions (§I.M.9) In accordance with Part I.K of the Sand and Gravel Mining and Processing Permit, Hunt will institute corrective actions to resolve specific facility conditions and mitigate potential noncompliance circumstances. 3.7.1 Conditions That Must Be Eliminated (§I.K.1) The following conditions will be eliminated to maintain compliance with the permit. If any of the following conditions are identified, Hunt will review and revise the control measures that are being used at the facility to address the pollutant source. This includes reviewing and revising the selection, design, installation and implementation of existing and any new control measures that will ensure that the condition is eliminated. • An unauthorized release or discharge • A discharge violates a numeric effluent limit • Facility control measures are not stringent enough for the discharge to meet applicable water quality standards • Modifications to the facility control measures are necessary to meet the practice- based effluent limits in the permit • Hunt finds in a facility inspection that the facility control measures are not properly selected, designed, installed, operated, or maintained 3.7.2 Conditions Requiring Review and Modification (§I.K.2) If any of the following conditions are identified at the WCR 4Q Soil Mine, Hunt will examine whether the current control measures are adequate to handle the pollutant source. • Construction or a change in design, operation, or maintenance at the facility significantly changes the nature of pollutants discharge in stormwater from the facility, or significantly increases the quantity of pollutants discharged • The average of quarterly sampling results exceeds an applicable benchmark 3.7.3 Corrective Action Reports and Deadlines (§I.K.3) 3 HUNT FARMS - WCR 40 - Stormwater Management Plan The discovery of any condition listed above will be documented within 5 days including the following information: • Identification of the condition triggering the need for corrective action review • Description of the problem identified • Date the problem was identified • Summary of corrective action taken or to be taken • Notice of whether SWMP modifications are required as a result of this discovery or corrective action • Date of corrective action initiated • Date corrective action completed or expected to be completed The corrective action will be documented on the form provided in Appendix C and included in the annual report submitted to the Water Quality Control Division in accordance with Part 1.N.2 of the permit. Corrective actions will be conducted as soon as possible after identifying the triggering condition. 4.0 Recordkeeping and Reporting (§I.N.3) The sand and gravel mining and processing permit requires the facility to keep records of any activities related to compliance with the COG500000 General Permit. This section defines the recordkeeping and reporting requirements for the facility. 4.1 Recordkeeprng Requirements The permittee shall retain copies of the facility SWMP, including any modifications made during the term of this permit, documentation related to corrective actions taken, all reports and certifications required by this permit, monitoring data, and records of all data used to complete the application to be covered by this permit, fora period of at least 3 years from the date that coverage under this permit expires or is terminated. The following records are to be kept at the facility with the SWMP. Space has been included in the appendices of this binder for these records. • Appendix A — The COG500000 sand and gravel mining and processing discharge permit along with the certification to discharge and the permit application. • Appendix B — Quarterly Inspection Records • Appendix C — Visual Monitoring Assessments • Appendix D — Process Water Monitoring (DMRs) • Appendix E — Corrective Action Reports • Appendix F — Employee Training Documentation • Appendix G — Completed Annual Reports • Appendix H — Correspondence with Regulatory Agencies 11 HUNT FARMS - WCR 40 - Stormwater Management Plan 4.2 Reporting Requirements 4.2.1 Quarterly Discharge Monitoring Report (DMR) A DMR must be received by the Water Quality Control Division by the 28th day of the month following the end of each quarter. DMR reporting will be completed through the NetDMR online service unless the facility receives a waiver to submit paper DMRs. If submitted on paper, the data must be submitted on approved DMR forms (EPS form 3320-1). The original signed DMR form must be submitted by mail at the following address: Colorado Department of Public Health and Environment Water Quality Control Division WQCD-P-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 If the Facility's benchmark sampling frequency is reduced (See Monitoring Procedures and Documentation) the permittee must submit quarterly DMRs and indicate "Benchmark Met" in the results field on the DMR for each parameter that meets the sampling frequency reduction criteria. The DMR will be submitted by April 28th, duly 28th, October 28th and December 28th of each year. If no discharge occurs at the facility during the reporting period, "No Discharge" shall be reported. 4.2.2 Annual Reports An annual report for the calendar year (January 1 through December 31) will be submitted by February 28th of the following year. The signed copy of the annual report will be submitted to the Water Quality Control Division at the address below and a copy will be kept with the SWMP. Attn: Annual Report Colorado Department of Public Health and Environment Water Quality Control Division WQCD-P-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-1530 The annual report will include: • Name of permittee, address, phone number • Permit certification number • Facility name and physical address • Contact person name, title, and phone number • Summary of inspection dates 10 HUNT FARMS - WCR 40 - Stormwater Management Plan • Summary of visual monitoring • Corrective action documentation and status of any outstanding corrective action(s). 4.2.3 Notification Requirements The Water Quality Control Division will be notified if any of the following occur: • Change in Discharge — Advance notice will be given if an alteration or addition of the facility could significantly change the nature or increase the quantity of pollutants discharged. • Noncompliance Notification — Please refer to section II(A)(3) of the permit for details on noncompliance notification • Transfer of Ownership or Control — Hunt will notify the Division, in writing, 30 calendar days in advance of a proposed transfer of the permit. All notification requirements shall be directed as follows: Oral Notifications, during normal business hours shall be to: Water Quality Protection Section — Industrial Compliance Program Water Quality Control Division Telephone: (303) 692-3500 Written notification shall be to: Water Quality Protection Section — Industrial Compliance Program Water Quality Control Division Colorado Department of Public Health and Environment WQCD-WQP-B2 4300 Cherry Creek Drive South Denver, CO 80246-1530 11 HUNT FARMS - WCR 40 - Stormwater Management Plan 03 u. i 1 / / DISCHARGE AL MINUM UV LS ObOIL / 4y SOUTH QUARTER CORNER / FllU' r.6RW.VEHICLE TRACKING 002 // ,A. FOUND #fi REBAR WITH ��r 2.5° ALUM. CAP LS 38175 GY / XCEL HP GAS LINE 3 RAIL PVC CENTURY LINK NG7l'nAI'JUd= CWCWD xalzn "STOP" DISCHARGE u1'ArAxJJ _ //��1 / m / � MW4 � ' PRIVATE ��ELEggCTRIC � � / ( r%/ ® sal /// ( - � x4rrFFr �/ y, / n \ /1 " I /; . _. � _ \. NGL GAS LINE MINING _ i XCEL OHE: OPERATION sow/ A BOUNDARY / o� KERR / / / \ \ \\ //, MCGEE (PLUG &/ / / ` 1y .\. \ ABANDONED) / y / . / .~ \ Cam; .1/ / / KERR MCOEE (PLUG &. .��`' \ ' / 4 / / - % 11�-�-� ABANDONED)\ . . XCEL OHE • /+ ,/ I' !// / / / •' a � ` / 1../:H/ . ;L>Y /7Aye2/: I 1 I\ 1. T a �� a� -NORTH SIXTEENTH —-I.,. . f '. ! _ �. 33, T.4N., R.66W. - � h7 A D #6 REBAR WITH / / l I ' - � � M. CAP LS 38353 { / ! /.1. • , y oI & kh4ry ! / POND Jr I. ..,.. /7 }:.J. • H •• . .. ...... _____ `� { AktA GAS LINE i/. .' E VmL X� YLEF,'N 11 !! NOBLE (TEMP ABANDONED) - / 7.ND NOj�LE GAS LINE / ( — - - — / 2J2, J2 RJ22 YK K/A // { { l: 4778 � iii �I 160 / 1TA, . it DRE—. 9 ELECTRIC t, / k{ (hK1JAY4h'JI DCP GAS LINE aH / { ' / j f + ( / //y �l 1 I / y \ ) / /. / NOBLE [TEMP N/ / Hl. V7 EEVJDAXAY'LL'Gx yam. 11 ABANDONED) d y { / ' 4�d' // / / / /�� MW7 X / F / 116 6 ah� I. / / .MIJuz1'BLJ5Ywvc { / )` { I 4782` , Ed WLYLJVJAr .Pf1ST / MW5 / { / / / / / / _,�`�� - /AX6- 0.7 $6 / _ / ! / 1 f DCP-'AS LINE / / ) +';, / l / / r/ N,\ CENTER QUARTER CORNER ELECTRIC FENCE SECTION 33. T.4N.. R.66W. WEST QUARTER CORNER r,I lun ,I` nnnn n until C T All 0c m STRUCTURE INFO: EXISTING VEGETATION: NOTE: SURVEY INFO: HUNT KAYLEEN & DAVID, IRRIGATION INFRASTRUCTURE CENTRAL WELD COUNTY WATER LINE WCR 40 ROW (CWCWD) WCR 40 & 31 ROW (WELD COUNTY PUBLIC WORKS) XCEL OVERHEAD POWER LINE (NORTHERN, WESTERN & EASTERN BOUNDARY) VARIOUS GAS LINES (DCP, AKA, NOL & NOBLE) URPRO 33-7F WELL HEAD (NOBLE) UPRC 33-6F WELL HEAD (NOBLE) SWEET VALLEY FARMS UPRR 31-33-2 (NOBLE) SWEET VALLEY FARMS-UPRR 41-33 (NOBLE) FIBER OPTIC IN WCR 40 & 31 ROW (CENTURY LINK) CWCWD (WATER LINE, NORTH BOUNDARY) AGRICULTURAL FARM LAND APPLICANT: HUNT FARMS 14460 CD RD 40 PLATTEVILLE, CO 80651 CIVIL RESOURCES, LLC. IS NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVIL RESOURCES, LLC. IN COOPERATION WITH HUNT FARMS. HUNT FARMS WILL KEEP THE DIVISION OF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. LAT 40' PROFESSIONAL LAND SURVEYORS 525D W. 10TH STREET, UNIT 2 GREELEY, CO 80643 0: 970-515-5294 C 60 R/GHT-OF-/MI L. 9Z= 60Gx 5 PRGE/325 [/!/LY $ 7820 / / / y 7. XCEL OHE fLD / / E\ • / / NORTH SIXTEENTH ��{ 5.34, T,4 -N., R.66W. b II FOUNDJ5 RFRAR WITH —x .-25"ALUMINUM CAP CS (II 60 H/GHT—OF—W,4Y BOCC BOOK 7 PAGE 2& IN -41fe,-laws` J v ' CENTURY LINK l LEGEND BOUNDARY LINE TOP OF BANK LOT LINE IRRIGATION TRACK SECTION LINE GUARD RAIL QUARTER SECTION LINE EDGE OF WATER FRACTIONAL SECTION LINE GRAVEL RIGHT- OE —WAY ASPHALT ROADWAY ------- EASEMENT LINE DIRT ROAD. x x FENCE a CONCRETE ' OHU— OVERHEAD UTILITY BUILDING E — ELECTRIC LINE FOUND ALIQUOT CORNER AS DESCRIBED G GAS LINE FOUND MONUMENT AS DESCRIBED FO FIBER OPTIC/TELEPHONE LINE C CALCULATED POSITION w — WATER LINE 0 POWER POLE ja MONITOR EM ELECTRIC METER ® MAIL BOX ELECTRIC SERVICE STREET SIGN GUY WIRE o— GATE CAS MARKER ® OIL & GAS WELL GAS VALVE PLUNGED & ABANDONED OIL MARKER OIL & GAS WELL Q SURVEY CONTROL POINT CAS METER UAV SURVEY CONTROL POINT ❑T TELEPHONE/FIBER OPTIC PEDESTAL X WOOD POST WATER MARKER SLOPE ARROW/DRAINAGE PATH O WATER METER WATER WELL 13 DISCHARGE LOCATIONS a WATER VALVE T®7 CATE VALVE L81 AIR VENT .. MINEPERMIT BOUNDARY GENERAL NOTES FOR EROSION CONTROL EROSON CONTROL DETAILS ARE CONSIDERED TO BE TEMPORARY AND ARE TO SERVE ONLY DURING CONSTRUCTCN. OR UNTIL THEY ARE INTEGRATED INTO A FINAL EROSION CONTROL SYSTEM. AT TIE ENO OF EACH DAYS WORK. TIE APPROPRIATE COMBINATON CF TEMPORARY EROSON CONTROL MEASURES WILL BE PLACED FOR EACH DRAINAGE SECTCN UNDER CONSTRUCTON, AS PER TWICAL PLAN CONCEPT. DITCH MOTH WILL DETFMINE NUMBER AND CONFIGURATION OF HAY BALES SILT FENCE FABRIC 2"X 2"X 42" PICKET ANQIDRED IN TRENCH 1D' MAX AND ATTACHED TO POST F� , \— \ MATES/' \ ERJ NCFF/ \ V/ lA-vvv � � BERN .\ �\ eOVOVOVOa0v0v0 RIPRAP PROTECTION CLEAR WATER DIVERSION DETAIL NTT 6'XC 241 TBEHGH '��FLow COMPACTED BACKRLL $F SILT FENCE INSTALLATION DETAIL NTS M� \V V vV A v :/ A , BERM � - - ME OR NANRAL TERRAIN P_ _ _➢ q. FLOW : - DALES _ - EMeEoom a .0 •-• 05 TO 075' - CORRUGATED STEEL I 2 ST STB HAY BALE/WATTLE INSTALLATION DETAIL ( SETTLING/DETENTION POND SECTION NTS 2 N S RMND AFFECTED LANDS: CLEAR E WATER HUNT KAYLEEN & DAVID TOTAL PERMIT AREA: 149,5 ACRES +/- TOPSOIL AND SEED DEB (PR08CT SPECIFICATIONS) /4 24 (mfn) \ I jRO�CKSI 5' (min) C O DY O DIVERSION DITCH DETAIL NIS DO NOT REMOVE VEGETATION COVER FROM UPSTREAM NOR TOP CF RESIDUAL SOIL PRISIA. 2 YIL e 4' . SOL RLL LEVEL HR STORM _ ACCESS 3.I CUT SLOPE, TRACK DETENTION COACT. COVER MTH VOLUTAE `IN PLACE EROSION CONTROL MAT, — — SOIL PRISM STAPLE IN PLACE, PROPOEa FlN ISHED GRADE Too 0 Pe.a IOL i IVIL RES"20URCES, LLC 830& COLORADO BLVD, 5Th 200 FIRESTONE, CC B0504 303.833.1416 W'N.CIVILRESOURCE5.COM HUNT FARMS 1110U CO RD 10 PLATTEVILLE, CO SUb5L CONT,\CT. O,WIO HUNT REVISIONS N!T I nFCI'ATPTT"N I n ATF GNED LV: APP ❑ATE'. SEP'I '.UI WIN BY: LG SCALE AS NOTED -KE3 EjV: /.RR ,\S NOTED Nn: 30J.001.04 NAME:C313EF UrICCCrIC:TA51.t .l'h SWMP WCR40 2 Appendix A GENERAL PERMIT, APPLICATION AND CERTIFICATION TO DISCHARGE ry. COLORADO Dedicated to protecting and improving the Department of Public health and environment of the people of Colorado IA 1k5' Health P Environment APPLICATION FOR CDPS GENERAL PERMIT COG500000 DISCHARGES FROM SAND AND GRAVEL MINING AND PROCESSING Please print or type. Original signatures are required. Photo, faxed, pdf or email copies will not be accepted. For Agency Use Only: Permit Number Assigned COG5a- Ada application must be submitted to the Water Quality Control Division at least 60 days prior to the anticipated date of discharge, and must Na considered complete by the division before the review and approval process begins. The division will notify the applicant if additional information is needed to complete the application. If more space is required to answer any question, please attach additional sheets to the application form. Applications must be submitted by mail or hand delivered to: Colorado Department of Public Health and Environment Water Quality Control Division, WQCD-P-B2 4300 Cherry Creek Drive South Denver, Colorado 80246-9530 A. PERMIT INFORMATION Reason for Application: e NEW CERT ❑ RENEW CERT EXISTING CERT # Applicant is: o Property Owner o Contractor/Operator The applicant requests authorization for the following discharge type(s). ® Mine (pit) dewatering: includes any water, such as groundwater, seepage, and Stormwater (precipitation and surface runoff), that is impounded or that collects in the mine pit (surface or underground workings) and is pumped, drained, or otherwise removed from the mine through the efforts of the mine operator. In addition, for construction sand and gravel facilities and industrial sand facilities only, mine dewatering includes wet pit overflow caused solely by direct rainfall and/ or groundwater seepage; Process generated wastewater: includes any wastewater used in slurry transport of mined materials, air emissions control, and processing exclusive to mining. Water used in processing the mined commodity: includes water from washing, sorting, screening, crushing, classifying, etc. nf Stormwater runoff, comingled with the above listed wastewaters before the discharge point. Stormwater runoff (not comingled with the above listed wastewaters) from facility pollutant sources: includes runoff from stockpiles, disturbed areas, roads, maintenance areas, etc.; asphalt batch .plants (SIC code 2951); concrete batch plants (SIC code 3273); or asphalt and concrete recycling activities conducted at the facility. Note: the following discharge types are not eligible for coverage under CDPS General Permit COG500000: • Stormwater discharges associa • Process water discharges from • Process water discharges from ant); • Stormwater and process water • Process water discharges from tad with construction activity that disturbs one acre or more; asphalt batch plants (resulting from the production of asphalt concrete); concrete batch plants, including drum and truck wash water (concrete wash discharges from placer mining industrial activities (SIC Major Group 10). the SIC codes identified in Appendix 1 of this application. Page 1 of 8 - Revision 11/22/2017 COG500000 Permit Application www. col oradowateroermits. corn B. CONTACT INFORMATION 1. Permittee Information Organization Formal Name: Hunt Farms, LLC Permittee Name: the person authorized to sign and certify the permit application. This person receives all permit correspondences and is responsible for ensuring compliance with the permit. Responsible Position (Title): Manager Currently Held By (Person): David Hunt Telephone No: 070-737-2437 Email address: david@huntfeedyard.com Mailing Address: City: Platteville 14460 WCR 40 State: CO Zip: 80651 This form must be signed by the permittee to be considered complete. Per Regulation 61, in all cases, it shal I be signed as follows: a) In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible corporate officer is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official. 2. DMR Cognizant Official (i.e. authorized agent) the person or position authorized to sign and certify reports required by permits including Discharge Monitoring Reports [DMR's], Annual Reports, Compliance Schedule submittals, and other information requested by the division. The division will transmit pre-printed DMR's to this person. If more than one, please add additional pages. o Same as 1) Permittee Responsible Position (Title): Currently Held By (Person): Telephone No: Email address: Organization: Mailing Address: City: State: Zip: Per Regulation 61: All reports required by permits, and other information requested by the Division shall be signed by the permittee or by a duly authorized representative of that person. A person is a duly authorized representative only if: a) The authorization is made in writing by the permittee b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position) c) Submitted in writing to the Division Page 2 of 8 - Revision 11/22/2017 COG500000 Permit Application www. col oradowateroermits. corn B. CONTACT INFORMATION (cont.) 3. Site/Local Contact (contact for questions relating to the facility & discharge authorized by this permit.) o Same as 1) Permittee Responsible Position (Title): Currently Held By (Person): Telephone No: Email address: Organization: Mailing Address: City: 4. Operator in Responsible Charge Responsible Position (Title): Currently Held By (Person): Telephone No: Email address: Organization: Mailing Address: City: 5. Billing Contact Responsible Position (Title): Currently Held By (Person): Telephone No: Email address: Organization: Mailing Address: City: State: State: Zip: . Same as 1) Permittee ❑ Same as 3) Site/ Local Contact a Same as 1) Permittee State: Zip: Zip: 6. Other Contact Types (check below) Add pages if necessary: Responsible Position (Title): Currently Held By (Person): Telephone No: Email address: Organization: _ Mailing Address: City: State: ❑ Environmental Contact ❑ Other ❑ Facility Inspection Contact ❑ Consultant ❑ Compliance Contact ❑ Property Owner Zip: Page 3 of 8 - Revision 11/2212017 COG500000 Permit Application www. col oradowateroermits. corn C. PERMITTED FACILITY INFORMATION C E. F Facility or Project Name Hunt Farms LLC - WCR 40 Soil Mine Street Address (or cross streets) City Platteville County Weld Type of Facility Ownership ❑ City Government ❑ State Government 14460 WCR 40 Colorado, Zip Code ❑ Corporation ❑ Mixed Ownership 80651 . Private ❑ Municipal or Water District Facility or Project Latitude/Longitude — List the latitude and longitude of the center point of the facility. 4 Latitude: 40 . 271726 Longit ude: -104 7779590 (Provide coordinates in decimal degrees to 6 decimal places (e.g., 39.703345°,-104.933567°)) Standard Industrial Classification (SIC) Code(s) for this FACILITY (include up to 4, in order of importance) Note: see the SIC codes covered by permit link (general permit COG500000) on the division website for descriptions of SIC codes associated with this permit. 1. 1442 Constructioi 2.1442 Construct 30 1442 Construct 40 1442 Construct PROJECT DESCRIPTION - Provide an overview of the industrial activities that are conducted at the facility. The site is located east of Highway 85. The northern portion (Parcel 1), is south of Weld County Road 40 and west of Weld County Road 31. The southern portion (Parcel 2), is directly north of Weld County Road 38. It encompasses 75.2 acres +1- on the north and 74.3 acres +I- on the south. The area to be reclaimed (99.6 acres +1-) will be soil amended and planted in intermediary crops (irrigated/dry-land). Any excess material not needed for reclamation may be sold or hauled off -site during the life of the mine. SITE MAPS AND SCHEMATICS - provide as an attachment to the application - no larger than 11x17 inches 1. Location Map -Application must include a location map that shows the location of the proj ect/facility, the boundaries of the area subject to the application, and all receiving water(s). A north arrow must be shown. 2. Legible Site Sketch - showing all surface features (buildings, ponds, diversion ditches, stockpiles, processing areas, batch plants, other pollutant sources, etc.); stream location(s); numbered outfalls; and direction(s) of water flow at the facility indicated by arrows (stormwater and process water). Label outfalls to correspond with the numbers listed Table G.1 of this application. Are the required maps/ sketches attached? a Yes ❑ No - Application cannot be processed without required maps SITE -SPECIFIC CONDITIONS - Nearby Sources of Potential Groundwater Contamination/ Facility pollutant sources Note: The division may require representative analytical data of the effluent (e.g., mine pit water or discharge) as part of the application review process. The division will notify the applicant if any additional information is required. Failure to provide this data may delay permit application processing until such data is submitted to the division. Note: see Appendix B of Application Guidance Document (Construction Dewatering - COG070000) on the division website for resources useful in identifying ground water contamination near the facility. Page 4 of 8 - Revision 11/22/2017 COG500000 Permit Application www.coloradowaterpermits.com 1. Has the applicant reviewed the surrounding area for possible groundwater contamination, such as plumes from leaking underground storage tanks (LUSTs), hazardous waste sites, or additional sources? Applicants are expected to exercise due diligence in evaluating their sites prior to applying for a discharge permit. . Yes ❑ No ❑ NA (no water leaves the pit, or stormwater-only discharge) 2. Is an open LUST located within 0.5 mile of the site? ❑ Yes ❑ No *lf yes, BTEX analytical data for the mine pit water or discharge must be included with the permit application. Failure to include this data may delay permit application processing until such data is submitted to the division. 3. Is a Superfund site or National Priorities List (NPL) site located within 1 mile of the site? ❑ Yes o No *lf yes, analytical data for the mine pit water or discharge, for those parameters associated with the Superfund or NPL facility, must be included with the permit application. Failure to include this data may delay permit application processing until such data is submitted to the division. 4. Is a UMTRA facility located within 1 mile of the site? ❑ Yes o No *If yes, analytical data for the mine pit water or discharge, for those parameters associated with the UMTRA facility, must be included with the permit application. Failure to include this data may delay permit application processing until such data is submitted to the division. 5. Is any other (non -LUST, non-Superfund, non-NPL site) known source of contamination, such as a Voluntary Cleanup (VCUP), Environmental Covenant, open RCRA Corrective Action site, or brownfields site located within 0.5 mile of the site? ❑Yes No *lf yes, analytical data for the mine pit water or discharge, for those parameters associated with the known source of contamination, must be included with the permit application. Failure to include this data may delay permit application processing until such data is submitted to the division. 6. Is the sand and gravel facility is within the footprint of an historic landfill? ❑ Yes o No If Yes for any of questions 1 - 6 above, show location of the source(s) of possible groundwater contamination on the maps required in Item E of this application. In the box below, describe the location, extent of contamination, and possible effect on the discharges from this facility. THERE WILL BE NO GROUNDWATER EXPSOED OR PUMPED. THERE WILL ONY BE SITE DUST SUPRESSISON AND MINOR PROCESS WATER. THEREFORE COMINGLED STORM WATER. 7. Is concrete truck washout conducted at the facility? ❑ Yes o No If Yes, please provide the following additional information with respect to this discharge: • Location of concrete washout water discharge. Check all that apply. ❑ to surface water ❑ to a lined impoundment or excavation ❑ to the ground ❑ washout water not discharged - water is reused, or ❑ to an unlined impoundment or excavation evaporates C What is the proximity of the discharge to a lake, drainage, irrigation ditch, wetland, etc? pond, stream! river, intermittent or ephemeral creek, Is the discharge within the DRMS permit boundary? What is discharge volume and frequency? 8. Does the facility discharge stormwater runoff from a concrete batch plant? (SIC code 3273) ___les JNo 9. Does the facility discharge stormwater runoff from an asphalt batch pllant? (SIC code 3273) ___es ZVo 10. Does the facility discharge stormwater runoff from recycled concrete? �(es ZJo 11. Does the facility discharge stormwater runoff from recycled asphalt? Yes Z'to Page 5 of 8 - Revision 11/2212017 C0G500000 Permit Application www.coloradowateroermits.com G. OUTFALLS 1. For 1 -12) EACH are process water or stormwater-only provided in Attachment 2 of this outfall, application. provide the information Please copy this identified in page and submit the table. with the Instructions for filling out this table (superscripts application if more than 6 outfalls are required. Table 6.1 Outfall and Activity information Discharge information Receiving water information Continuous or Distance Immediate!! Process instantaneous Flow Outfall Latitude Activity Description(s)2 SIC water or Discharge flow measure6 rate in Chemicals9 from pit Number 1 Longitude Codes stormwater4 types MGD$ to surface Specific flow water10 Ultimate12 method' 40.2750 STORM WATER 1442 commingled storm water drained instantaneous 3.35 MI Drainage Ditch 001 $9°,-104. and process to pit 0.21 M none 781438 ° water from dewater active sand calculated South Platte River mining area STORM WATER 1442 commingled drained instantaneous 3.35 MI Drainage Ditch g 002 40.275248° -104.77519 storm water and process water to pit 0.35 MC none 20 from active sand dewater calculated South Platte River mining area 003 004 005 006 Page 6 of 8 - Revision 11/2212017 COG500000 Permit Application www.coloradowaterpermits.com 2. Are any of the receiving waters identified in the Table G.1 above a storm sewer system, ditch, or manmade conveyance? ❑ Yes o No Note: if discharge is to a storm sewer system, ditch, or manmade conveyance, approval from the owner of the system must be obtained before discharae. 3. Did the applicant obtain approval from the owner of the storm sewer system, ditch, or manmade conveyance? . Yes ❑ No ❑ NA - discharge is not to a storm sewer system, ditch, or manmade conveyance. H. CHEMICAL ADDITION/TREATMENT List all chemical additives, settling agents, flocculants, or other materials to be used in the water or to treat water prior to discharge. Include the Material Safety Data Sheet (MSDS) for each chemical with the application. Chemical Name Manufacturer Purpose Dose rate Concentration in effluent I. OTHER ENVIRONMENTAL PERMITS Does this facility currently hold any environmental following programs? permits, or is it subject to regulation, under any of the Permit Name Yes No Effective Date Permit No. 1. Colorado Division of Reclamation, Mining and Safety V ❑ Summer 2021 2021030 2. Underground Injection Control ❑ ❑ 3. Clean Water Act (CWA) Section 404 - US COE ❑ ❑ 4. Resource Conservation and Recovery Act (RCRA) ❑ ❑ 5. CDPS Stormwater ❑ ❑ 6. Colorado State Air Pollution Emission ❑ 7. Other ❑ ❑ J. ACTIVITY DURATION When did the activity commence? What is the estimated life of the activity generating the discharge(s) ? Winter 2022 years. Page 7 of 8 - Revision 11/2212017 COG500000 Permit Application www.coloradowaterDermits.com K. STORMWATER MANAGEMENT PLAN (SWMP) CERTIFICATION - required ONLY for applications requesting stormwater-only outfalls. The Stormwater Management Plan must be completed prior to signing the following certifications! A Stormwater Management Plan (SWMP) shall be prepared prior to applying for stormwater coverage under the general permit, and the following certification signed. "I certify under penalty of law that a complete Stormwater Management Plan has been prepared for my activity. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations." f z 8/27/2021 Signature of Legally Responsible Person or Authorized Agent Date Signed David Hunt Manager Name (printed) L. REQUIRED CERTIFICATION SIGNATURE [REG 61.4(1){H)] Title "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." 8/27/2021 Signature of Legally Responsible Person or Authorized Agent Date Signed David Hunt Manager Name (printed) Title This form must be signed by the permittee to be considered complete. Per Regulation 61, in all cases, it shall be signed as follows: a) In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible corporate officer is responsible for the overall operation of the facility from which the discharge described in the application originates. b) In the case of a partnership, by a general partner. c) In the case of a sole proprietorship, by the proprietor. d) In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official. DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN with the application DO NOT INCLUDE PAYMENT - AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED. Page 8 of 8 - Revision 11/2212017 Attachment 1 Process water discharges not eligible for coverage under CDPS General Permit COG500000 Process water discharges from the facilities listed below are excluded from coverage due to the potential toxicity and wide variety of pollutants, the minimal operations in Colorado, or Federal ELGs that require no discharge of process water from these facilities: Facility types that require no discharge of process water 40 CFR 436 Subpart SIC Code Gypsum facilities that do not employ wet air emissions control scrubbers E 1499 Asphaltic mineral facilities F 1499 Asbestos and wollastonite facilities G 1499 Barite facilities that do not employ wet processes or flotation processes J 1479 Flourspar facilities that do not employ heavy media separation or flotation processes K 1479 Saline from brine lake facilities L 2899 Borax facilities M 1474 Potash facilities N 1474 Sodium sulfate facilities 0 1474 Phosphate Rock R 1475 Frasch sulfur facilities S 1479 Bentonite facilities V 1459 Magnesite facilities W 1459 Diatomite facilities X 1499 Jade facilities Y 1499 Novaculite facilities Z 1499 Tripoli facilities AF 1499 Asphalt batch plants 40 CFR 443 2951 Concrete batch plants, including associated truck and drum wash out 3273 Appendix Page 1 of 3 -Revision 11122/2017 Attachment 2 Instructions for completing Table G.1 in Item G of this application (see superscripts 1 -12). 1. Latitude and longitude: Provide the latitude and longitude of each outfall location (NOT the center of the facility) in NAD83 format. The discharge location is the point where effluent sampling will occur. This location must be at a point after treatment and before the effluent joins or is diluted by any other waste stream, body of water, or substance. If the discharge is to a ditch or storm sewer system, include the name of the ultimate receiving waters where the ditch or storm sewer discharges. Note: facilities that discharge stormwater via sheet flow must identify an outfall at a location along the line of flow that is representative of the facility's sheet flow discharge. This location is where the sheet flow exits the facility, or enters a surface water within the facility, and where samples can be collected, if required. 2. Activity Description(s): Briefly describe the activity (or activities) that contribute water to each outfall. Examples include: -stormwater runoff from stockpiled gravel; -construction sand pit dewatering; -stormwater runoff from an asphalt or concrete batch plant; -industrial sand wash water; -stormwater runoff from concrete recycling or asphalt recycling activities; -stormwater runoff from facility haul roads; -other (give a description). If more than one activity contributes water to an outfall, list all activities in the space provided. 3. SIC code: Identify the SIC code(s) associated with each activity identified above (the SIC codes covered by permit link (general permit If more than one activity COG500000) on the division website for descriptions of SIC codes contributes water to an outfall, list all SIC codes for the activities associated with this permit). in the space provided. 4. Process water or stormwater: Indicate if the discharge water is process water or stormwater. The discharge is considered to be process water if it is described in the bullets below. Note that the stormwater provisions in the general permit DO NOT apply to process water. Therefore, it is very important that the division understand the contribution(s) to each discharge from the facility to accurately develop the permit certification for the facility. If the permittee identifies that the discharge for all outfalls is solely stormwater and does not comingle with process water, the division will issue a stormwater-only certification. Process water includes: -Mine dewatering, which includes • any water, including groundwater, seepage, and stormwater (precipitation and surface runoff), that is impounded or that collects in the mine pit (surface or underground workings) and is pumped, drained, or otherwise removed from the mine through the efforts of the mine operator; • additionally, for construction sand and gravel facilities and industrial sand facilities only, wet pit overflow caused solely by direct rainfall and/or groundwater seepage. -Process generated wastewater, which includes any wastewater used in slurry transport of mined materials, air emissions control, and processing exclusive to mining; -Any water used in processing the mined commodity such as washing, sorting, screening, crushing, and classifying; -Stormwater runoff that becomes comingled with the above listed wastewaters before the discharge point. Appendix Page 2 of 3 -Revision 11122/2017 Examples of comingled discharges considered to be process water under the renewal permit: o Stormwater runoff from mine haul roads that is directed to and discharges from the mine pit. The resulting discharge is considered process water; o Stormwater runoff from construction activities at the mine facility that is directed to and discharges from the mine pit. The resulting discharge is considered process water, and the activity does not require separate construction stormwater permit coverage even if the disturbed area exceeds the one acre threshold; o Stormwater runoff from asphalt or concrete batch plants that is directed to and discharges from the mine pit. The resulting discharge is considered process water. o Stormwater runoff from mine areas that commingles with product wash water prior to discharge. 5. Discharge type: Indicate the discharge type (for example pumped or passive pit dewatering; other process water discharge (such as product wash water); detained stormwater (such as detention or sediment ponds); stormwater sheet flow; etc. 6. 7. & 8. Flow: For all process water outfalls, indicate: • whether the discharge is measured continuously or instantaneously, • the specific flow rate method the permittee uses (v -notch weir, pump capacity, parshall flume, etc.), and • the average flow rate in million gallons per day (MGD). Note: the division will apply the flow rate provided in this application supplement as a 3© -average flow limit in the facility certification. 9. Chemicals: Identify all chemicals used in industrial activities at the facility that have the potential to be present in the discharge. Chemicals in this context include, but are not limited to, chemical used at any point in the treatment process, release agents, etc. If the facility does not use chemicals, please indicate 'NA' in the table. 10. Pit distance to receiving water: As applicable to the facility, provide the distance from the pit to the immediate receiving water. If the facility does not have a pit, please indicate 'NA' in the table. 11. & 12. Receiving water: Receiving waters include lakes, ponds, rivers and streams (perennial, intermittent or ephemeral), drainages, irrigation ditches, wetlands, etc. Identify the immediate and ultimate receiving water of the discharges from all outfalls for the facility (immediate receiving waters are those that the facility discharges directly to; the ultimate receiving waters are those directly downgradient of the immediate waters). Appendix Page 3 of 3 -Revision 11122/2017 Appendix B QUARTERLY INSPECTION REPORTS Appendix B: Quarterly Inspection Report General Information Facility Name WCR 40 COPS Tracking No. Date Of Inspection Start/End Time Inspector's Name Inspector's Title Inspector's Contact Information Inspector's Qualifications Weather Information Weather at the time of this inspection 0 Clear 0 Cloudy 0 Rain Temperature: 0 Sleet 0 Fog 0 Snow 0 High Winds 0 Other: Have any previously unidentified discharges of pollutants occurred since the last inspection? 0 Yes O No If yes, Describe: Are there any discharges occurring at If yes, Describe: the time of inspection? 0 Yes 0 No Locations Inspected Area/Activity Inspected? Controls Adequate? Corrective Action Needed and Notes Active Mine Area 0 Yes 0 Yes 0 No 0 No 0 NIA Entrance/Exit 0 Yes 0 Yes 0 No 0 No 0 NIA Haul Roads 0 Yes 0 Yes 0 No 0 No 0 NIA Stockpile area 0 Yes 0 Yes 0 No 0 No 0 NIA Fuel Storage Area 0 Yes 0 Yes 0 No 0 No 0 NIA Appendix B: Quarterly Inspection Report Condition of Outfalls Discharge Outfall Inspected? Controls Adequate? Corrective Action Needed and Notes Outfall 01 O Yes O Yes O No O No O N/A Outfall 02 O Yes O Yes O No O No O N/A Non -Compliance Describe any incidents of non-compliance observed and not described above: Corrective Action Provide a summary report and a schedule of implementation of the corrective actions taken or plans to take if the site inspection indicates that the site is out of compliance: Notes Appendix B: Quarterly Inspection Report Certification and Compliance Statement In the judgement of either 1) the person conducting the site inspection, or 2) the permittee of duly authorized representative, the facility is in compliance with the terms and conditions of the COG500000 Permit, with respect to Part 1.J.2 (Page 20, Inspection Scope): O Yes O No "I certify that this report is true, accurate, and complete, to the best of my knowledge and belief." Inspector: Print Name and Title Signature: Permittee or Duly Authorized Representative: Print Name and Title Date: Signature: Date: Appendix C VISUAL MONITORING ASSESSMENTS Appendix C - Visual Monitoring Assessment Form Year: Quarter (circle one): 1 2 3 4 Date: Visual monitoring must be conducted once each quarter for the entire permit term. The permittee must collect a stormwater sample from each outfall (or a substantially identical outfall) and conduct a visual assessment of each sample. Required Documentation Print Name: Personnel collecting the sample and performing visual assessment: Title: Signature: Sample location: Sample collection date and time: Visual assessment date and time: Nature of the discharge (runoff or snowmelt): Results of observations of the stormwater discharge: Probable sources of any observed stormwater contamination: If applicable, why it was not possible to take samples within the first 30 minutes: The visual assessment must be made of a sample in a clean, clear glass, or plastic container, and examined in a well -lit area. The permittee must visually inspect the sample for the presence of the following water quality characteristics, and document the visual assessment results: Color Odor Clarity Floating Solids Settled Solids Suspended Solids Foam Oil Sheen Other indicators of stormwater pollution Required Documentation Regarding Corrective Actions: If the visual monitoring indicates the control measures are inadequate or are not being properly operated and maintained, the permittee must conduct corrective actions. ****Use the Corrective Action Summary Sheet to provide a summary and schedule of implementation of any corrective actions) that has or will be taken based on this visual monitoring. Appendix D PROCESS WATER MONITORING (DMRs) Appendix D: Stormwater Inspection Report General Information Facility Name WCR 40 COPS Tracking No. Date Of Inspection Start/End Time Inspector's Name Inspector's Title Inspector's Contact Information Inspector's Qualifications Weather Information Weather at the time of this inspection 0 Clear 0 Cloudy 0 Rain Temperature: 0 Sleet 0 Fog 0 Snow 0 High Winds 0 Other: Have any previously unidentified discharges of pollutants occurred since the last inspection? 0 Yes O No If yes, Describe: Are there any discharges occurring at If yes, Describe: the time of inspection? 0 Yes 0 No Locations Inspected Area/Activity Inspected? Controls Adequate? Corrective Action Needed and Notes Active Mine Area 0 Yes 0 Yes 0 No 0 No 0 NIA Entrance/Exit 0 Yes 0 Yes 0 No 0 No 0 NIA Haul Roads 0 Yes 0 Yes 0 No 0 No 0 NIA Stockpile area 0 Yes 0 Yes 0 No 0 No 0 NIA Fuel Storage Area 0 Yes 0 Yes 0 No 0 No 0 NIA Appendix D: Stormwater Inspection Report Condition of Outfalls Discharge Outfall Inspected? Controls Adequate? Corrective Action Needed and Notes Outfall 01 O Yes O Yes O No O No O N/A Outfall 02 O Yes O Yes O No O No O N/A Non -Compliance Describe any incidents of non-compliance observed and not described above: Corrective Action Provide a summary report and a schedule of implementation of the corrective actions taken or plans to take if the site inspection indicates that the site is out of compliance: Notes Appendix D: Stormwater Inspection Report Certification and Compliance Statement In the judgement of either 1) the person conducting the site inspection, or 2) the permittee of duly authorized representative, the facility is in compliance with the terms and conditions of the COG500000 Permit, with respect to Part 1.J.2 (Page 20, Inspection Scope): O Yes O No "I certify that this report is true, accurate, and complete, to the best of my knowledge and belief." Inspector: Print Name and Title Signature: Permittee or Duly Authorized Representative: Print Name and Title Date: Signature: Date: Appendix E CORRECTIVE ACTION TRACKING Appendix E: Corrective Action Tracking Form Note: Modification of any control measure as part of the corrective action required by Parts I.K.1 and I.K.2 of the permit must be performed consistent with Part I.C (Control Measures) of the permit. Provide the Permit Reference: (Example: I.K.1.a) Required 5 -day documentation Date the problem was identified Description of the problem identified The condition triggering the need for corrective action review, Summary of corrective action taken, to be taken or why it was determined that corrective action is not necessary. Are SWMP modifications required? Date corrective action initiated Date corrective action completed Appendix F EMPLOYEE TRAINING DOCUMENTATION Appendix F: SWMP Employee Training Log Training Date: Training Description: Trainer: Employee(s) Trained Training Date: Training Description: Trainer: Employees) Trained Employee Signature Employee Signature Appendix H CORRESPONDENCE WITH REGULATORY AGENCIES Appendix G ANNUAL REPORTS Kimley»>Horn November 29, 2021 Mr. Andy Rodriguez, P.E. Civil Resources, LLC 8308 Colorado Boulevard Suite 200 Firestone, CO 80504 Re: WCR 40 Soil Mine - Traffic Impact Study Weld County, Colorado Dear Mr. Rodriguez: This letter documents the results of a traffic study including trip generation, trip distribution, traffic assignment, and intersection analysis for the proposed WCR 40 Soil Mine project to be constructed along the south side of Weld County Road 40 (WCR 40), east of US Highway 85 (US 85) in Weld County, Colorado. The project is located within the southwest corner of WCR 40 and WCR 31, just south of Gilcrest. A vicinity map is attached in Figure 1, with the site location shown in the following aerial photo. WCR 40 Soil Mine Location Kiml ey Horn WCR 40 Soil Mine I x 096548008 Page 2 The soil mine is anticipated to begin excavation next year. The soil mine is expected to be exhausted of material within about three to four years, by 2025. Therefore, analysis was conducted for the 2022 opening year horizon as well as a 2025 closing year horizon. Based on the proposed access condition for this project, the following intersections were incorporated into this traffic study in accordance with Weld County and State of Colorado Department of Transportation (CDOT) standards and requirements: • WCR-40 and US -85 • WCR-40 and WCR-31 • US 85 and WCR 33 • WCR 40 Access (Future) Regional access to WCR 40 Soil Mine will be provided by US -85 while primary access to the site will be provided by WCR-40, WCR-31, and WCR-33. The soil will be used for reclamation of existing oil and gas wells located to the east of this project site. It was assumed that all employee traffic will travel along US -85 to and from WCR-40 to access the site. Minimal truck traffic is anticipated to travel to and from the site. Half of this truck traffic will access the site via US -85, whereas the other half will travel County Roads to access areas to the east. Therefore, US -85 truck traffic will access at WCR-40 for traffic to and from the south and at WCR-33 for traffic to and from the north. The remaining truck traffic is anticipated to travel east of the site along WCR 40 to travel WCR 31 to the south for oil and gas wells in the immediate area to the southeast or to travel WCR 33 to the north for access to WCR 42 to the east for oil and gas wells to the east and northeast. Direct access to the site will be provided from a proposed access along the south side of WCR-40. Existing Roadway Network WCR 40 is an east -west roadway that provides one through lane of travel in each direction. The roadway was not observed to have a posted speed limit and is unpaved. US 85 is a north -south roadway that provides two through lanes in each direction and a posted speed limit of 50 mph within the study area. WCR-33 is a two-lane paved roadway for approximately 1,000 feet south of US -85, where it then transitions to a gravel roadway to the south. e Kimley > Horn WCR 40Soil800 I '�� 0965480088 Page 3 The intersection of WCR-40 and US -85 operates under stop control on the eastbound and westbound approaches of WCR-40. The northbound and southbound approaches of this intersection preside a left turn lane, two through lanes, and a right turn lane. The eastbound and westbound approached provide a single lane shared for all movements. An aerial that illustrates the existing intersection configuration is below (north is up). WCR-40 and US -85 photo The intersection of WCR-40 and WCR-31 operates with stop control on the northbound and southbound approaches of WCR-31. All four approaches provide a roadway width sufficient for a single lane shared for all movements. An aerial photo that illustrates the existing intersection confiquratios is as follows (north is uo). F= � WCR-40 and WCR-31 Kimley»>Horn WCR 40 Soil Mine 096548008 Page 4 The intersection of US 85 and WCR 33 operates with stop control on the northbound and southbound approaches of WCR 33. The northbound and southbound approaches provide a single lane shared for all movements. The eastbound and westbound approaches provide a left turn lane, two through lanes, and a right turn lane. An aerial photo that illustrates the existing intersection configuration is as follows (north is up). WCR-33 and US -85 Intersection lane geometry and control for the study intersections are shown in Figure 2. Existing and Future Traffic Volumes Existing morning and afternoon peak hour counts were conducted at the intersections of WCR-401US-85 and WCR-401WCR-31 on Thursday, June 2, 2021 and at the intersection of WCR-331US-85 on Thursday, July 1, 2021. 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. The existing intersection traffic volumes are shown in attached Figure 3 with count sheets also attached. According to traffic projections provided by CDOT Online Transportation Information System (OTIS), US -85 is expected to have a 20 -year growth factor within the range of 1.34 and 1.42. This equates to an average annual growth rate of approximately 1.54 percent. Therefore, and annual growth rate of 1.54 percent was used to calculate short -tern 2022 and long-term 2025 background traffic projections for the key intersections and roadways in the study area. CDOT traffic projection information is attached. Figure 4 and Figure 5 illustrate the short term 2022 background volumes and the long-term 2025 background volumes, respectively. Trip Generation Project generated traffic volumes are identified on a weekday daily as well as on a morning peak hour and afternoon peak hour basis. The morning peak hour is the highest one -hour time period of adjacent street traffic during four consecutive 15 -minute intervals during the morning peak hour, between 7:00 am and 9:00 am. The afternoon peak hour is the highest one -hour time period of four consecutive 15 -minute intervals between the hours of 4:00 pm and 6:00 pm representing the afternoon peak hour. Kimley»>Horn MCR 40 Soil Mine 096548008 Page 5 Site -generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the Trip Generation Manual' published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of many types of land uses. However, ITE does not have a site -specific land use for a soil mine facility. Therefore, trip generation was developed based on user provided information. The site is anticipated to be in operation from 6:00 AM to 6:00 PM. Approximately 12 passenger vehicle trips (6 passenger car round trips assuming that all three employees leave the site for a break sometime during the day) and 120 truck trips (60 truck round trips) are expected to occur per day. Employee vehicle trips are expected to occur prior to the morning peak hour and after the afternoon peak hour; however, these trips were assigned during the peak hours to provide a conservative analysis. Further, it is anticipated that approximately 15 trips will occur within the peak hour. For the purposes of this analysis, the peak hour of the site accounting for passenger car equivalent was aligned with the peak hour of the adjacent street. Table I summarizes the estimated trip generation for the proposed WCR 40 Soil Mine project. Table I - WCR 40 Soil Mine — Peak Construction Activity Traffic Generation OSONMine • •)I . 3 0 3 0 / . r. 3 3 Passenger Vehicle Tri s 12 Soil Mine Tandem Truck Trips 120 6 6 12 6 6 12 Total Site Generated Trigs 132 9 6 15 6 9 15 Trip Distribution and Traffic Assignment Distribution of site traffic on the street system is based on the area street system characteristics, existing traffic patterns, anticipated surrounding development areas, and the proposed access system. Further, user specific haul routes to be used by the Soil Mine were provided from 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. Attached Figure 6A illustrates the anticipated employee trip distribution for the proposed project, whereas Figure 6B illustrates the anticipated truck trip distribution for the proposed project. Traffic assignment was obtained by applying the project trip distributions to the estimated traffic generation of the development shown in Table 1. Project traffic assignment for employee traffic is illustrated in Figure 7A and for truck traffic is illustrated in Figure Pb. Total (Background Plus Project) Traffic Site traffic volumes were added to the background volumes to represent estimated traffic conditions for the 2022 and 2025 horizons. These total traffic volumes for the study area are illustrated for the 2022 and 2025 horizon years in Figures 6 and 9, respectively. Institute of Transportation Engineers, Trip Generation Manual, Tenth Edition, Washington DC, 2017. Kimley»>Horn WCR 40 Soil Mine 096548008 Page 6 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 2022 opening and 2025 closing horizons. The acknowledged source for determining overall capacity is the Highway Capacity Manua12. Capacity analysis results are listed in terms of Level of Service (LOS). LOS 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, standard traffic engineering practice recommends LOS D as the minimum threshold foracceptable operations for intersections and LOS E for movements. Table 2 as follows shows the definition of level of service for unsignalized intersections. Table 2 - Level of Service Definitions A X10 B > 10 and≤15 C >15and525 D >25and535 E >35and550 F > 50 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016. The study intersections were analyzed based on average total delay analysis for unsignalized intersections. Under the unsignalized analysis, the level of service (LOS) for a two-way stop - controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. Level of service for a two-way stop -controlled intersection is not defined for the intersection as a whole. Calculations for the level of service at the key intersections identified for study are attached. The traffic analysis is based on the lane geometry and intersection control shown in Figure 2. The peak hour factor and percent heavy vehicles were used as determined by the existing turning movement counts. Synchro traffic analysis software was used to analyze the study area intersections and access drives for level of service. The Synchro Highway Capacity Manual (HCM) methodology reports were used to analyze intersection delay and level of isn r► nnr 2 Transportation Research Board, Highway Capacity Manual, Sixth Edition, Washington DC, 2016. Kimley»>Horn WCR 40 Soil Mine 096548008 Page 7 WCR-40 and US -85 The intersection of WCR-40 and US -85 operates under stop control on the eastbound and westbound approaches of WCR-40. The movements at this intersection currently operate at LOS C or better during the morning and afternoon peak hours. With the addition of project traffic, the movements at this intersection are expected to operate acceptably at LOS D or better during the peak hours throughout the 2025 horizon. Therefore, no improvements or modifications are anticipated to be needed based on the addition of project traffic. Table 3 provides the results of the level of service at this intersection. Table 3 —WCR-40 & US -85 LOS Results 2021 Existing Eastbound Approach 19.7 C 18.7 C Westbound Approach 15.2 C 22.8 C Northbound Left 9.1 A 9.4 A Southbound Left 8.5 A 10.0 B 2022 Background Eastbound Approach 20.1 C 19.1 C Westbound Approach 15.5 C 23.4 C Northbound Left 9.1 A 9.4 A Southbound Left 8.6 A 10.1 B 2022 Background Plus Project Eastbound Approach 20.2 C 19.1 C Westbound Approach 16.2 C 24.1 C Northbound Left 9.1 A 9.4 A Southbound Left 8.6 A 10.1 B 2025 Background Eastbound Approach 21.3 C 20.5 C Westbound Approach 16.1 C 25.3 D Northbound Left 9.2 A 9.6 A Southbound Left 8.7 A 10.3 B 2025 Background Plus Project Eastbound Approach 21.4 C 20.5 C Westbound Approach 16.9 C 26.2 D Northbound Left 9.2 A 9.6 A Southbound Left 8.7 A 10.3 B Kimley»>Horn WCR 40 Soil Mine 096548008 Page 8 WCR-40 and WCR-31 The intersection of WCR-40 and WCR-31 operates with stop control on the northbound and southbound unpaved approaches of WCR-31. The movements at this intersection currently operate at LOS A during the morning and afternoon peak hours. With the addition of project traffic, all movements at this intersection are anticipated to continue to operate acceptably at LOS A during the peak hours throughout the 2025 horizon. Therefore, no improvements or modifications are anticipated to be needed based on the addition of project traffic. Table 4 provides the results of the level of service at this intersection. Table 4 — WCR-40 & WCR-31 LOS Results . . . .- .- 2021 Existing Northbound Approach P.O A P.O A Eastbound Left P.O A 7.2 A Westbound Left 7.2 A P.O A Southbound Approach P.O A P.O A 2022 Background Northbound Approach P.O A P.O A Eastbound Left P.O A 7.2 A Westbound Left 7.2 A P.O A Southbound Approach P.O A P.O A 2022 Background Plus Project Northbound Approach 8.7 A P.O A Eastbound Left P.O A 7.2 A Westbound Left 7.3 A P.O A Southbound Approach P.O A 8.7 A 2025 Background Northbound Approach P.O A P.O A Eastbound Left P.O A 7.2 A Westbound Left 7.2 A P.O A Southbound Approach P.O A P.O A 2025 Background Plus Project Northbound Approach 8.7 A P.O A Eastbound Left P.O A 7.2 A Westbound Left 7.3 A P.O A Southbound Approach P.O A 8.7 A Kimley»>Horn WCR 40 Soil Mine 096548008 Page 9 US 85 and WCR 33 The intersection of US 85 and WCR 33 operates with stop control on the northbound and southbound approaches of WCR 33. The movements at this intersection currently operate at LOS B or better during the morning and afternoon peak hours. With the addition of project traffic, all movements at this intersection are anticipated to continue to operate acceptably at LOS B or better during the peak hours throughout the 2025 horizon. Therefore, no improvements or modifications are anticipated to be needed based on the addition of project traffic. Table 6 provides the results of the level of service at this intersection. Table 6 — US -85 & WCR-33 LOS Results . . . 2021 Existing Northbound Approach P.0 A 12.4 B Eastbound Left 9.1 A 0.0 A Westbound Left 8.6 A 10.8 B Southbound Approach 9.3 A 9.1 A 2022 Background Northbound Approach 9.0 A 12.5 B Eastbound Left 9.1 A 0.0 A Westbound Left 8.6 A 10.9 B Southbound Approach 9.4 A 9.2 A 2022 Background Plus Project Northbound Approach 8.6 A 12.0 B Eastbound Left 9.1 A 0.0 A Westbound Left 8.6 A 10.9 B Southbound Approach 9.4 A 9.2 A 2025 Background Northbound Approach 8.9 A 13.3 B Eastbound Left 9.2 A 0.0 A Westbound Left 8.7 A 11.2 B Southbound Approach 9.6 A 9.5 A 2025 Background Plus Project Northbound Approach 8.6 A 12.7 B Eastbound Left 9.2 A 0.0 A Westbound Left 8.7 A 11.2 B Southbound Approach 9.6 A 9.5 A Kimley»>Horn WCR 40 Soil Mine 096548008 Page 10 WCR 40 Project Access The project access is anticipated to be located along WCR 40 and operate with stop control on the project access northbound approach. It is recommended to provide a R1-1 "STOP" sign on the exiting approach. In addition, based on the analysis, the project access will operate acceptably with a single lane exiting approach. Based on the Weld County auxiliary lane requirements, left turn auxiliary turn lanes are required when turn lane volumes exceed 10 vph while right turn lane auxiliary turn lanes are required when turn lane volumes exceed 25 vph. The project access does not warrant a westbound left turn lane (7 vph). Also, WCR 40 is an unpaved roadway Table 5 provides the results of the level of service at this intersection. Table 5 — WCR 40 Access LOS Results 2022 Background Plus Project Northbound Approach P.O A 8.5 A Westbound Left 7.2 A 7.2 A 2025 Background Plus Project Northbound Approach P.O A 8.5 A Westbound Left 7.2 A 7.2 A 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 95th percentile queue lengths. Results are shown in the following Table 6 with calculations provided within the level of service operational sheets for unsignalized intersections and separate sheets for the signalized intersection. Table 6 — Turn Lane Queueinq Analysis Results c$nJ nJju j15inc5On0]i.iuiiiisnir: j14i"J!fl° US -85 & WCR-33 . Eastbound Left 450' 25' 450' 25' 450' Westbound Left 325' 25' 325' 25' 325' WCR-40 & US -85 Northbound Left 100' 25' 100' 25' 100' Northbound Right 250' 25' 250' 25' 250' Southbound Left 50' 25' 50' 25' 50' Southbound Right 225' 25' 225' 25' 225' As shown in the table representing the projected to extend past the provided Therefore, no modifications to turn lane queuing analysis. queueing results, none of the vehicle queues are storage bays with the addition of project traffic. lengths are anticipated to be needed based on the Kimley»>Horn WCR 40 Soil Mine 096548008 Page 11 CDOT Access Permit 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 WCR 40 Soil Mine project traffic on the south leg of the US -85 and WCR 33 intersection is not anticipated to increase existing traffic volumes by more than 20 percent. The traffic volume increase is anticipated to be 18.6 percent (8 new project 143 existing vehicles per hour) at the US -85 and WCR-33 intersection, accounting for passenger car equivalents with trucks counting as two vehicles with the proposed tandem trucks to be used by the soil mine being less than 40 feet long. Therefore, a CDOT Access Permit is not anticipated to be required at this US -85 and WCR-33 intersection in association with this WCR 40 Soil Mine project. However, an Access Permit will be required at the WCR- 40 and US -85 intersection in association with the project due to the increase of project traffic on the east leg of WCR 40. The turn lane requirements follow the CDOT State Highway Access Code (SHAG). CDOT categorizes the segment of US -85 through the study area as E -X: Expressway. According to the State Highway Access Code for category E -X roadways, the following thresholds apply: • A left turn deceleration lane is required for any access with a projected average daily left turn ingress volume greater than 10 with the transition taper included within the required deceleration length. If the projected peak hour left ingress turning volume is greater than 10 vehicles per hour (sph), a left turn deceleration, storage, and taper lane is required for any access. • A right turn deceleration lane and taper is required for any access with a projected peak hour right ingress turning volume greater than 10 sph. • A right turn acceleration lane and taper is required for any access with a project peak hour right turning volume greater than 10 sph. Based on traffic projections and the above thresholds, auxiliary turn lane requirements at the WCR-40 and US -85 intersection for a speed limit of 50 miles per hour are as follows: • A southbound left turn deceleration exists and is warranted based on the existing traffic being 20 southbound left turns during the four hours of the morning and afternoon peak hours and the threshold being 10 vehicles per day. The existing turn lane length is substandard at 50 feet with a 50 -foot taper. The left turn deceleration lane per SHAG requirements is 25 feet of storage (less than 30 sph during the peak hour) plus 500 feet of deceleration length plus a 180 -foot taper (15:1 ratio). Therefore, the left turn lane should provide 525 feet of length plus a 180 -foot taper to meet CDOT SHAG requirements. • A northbound right turn deceleration lane exists but is not warranted based on the projected 2022 background plus project traffic being 5 northbound right turns (6 northbound right turns with passenger car equivalents) during the peak hour and the threshold being 10 sph. Of note, a northbound right turn lane exists today with a length of 450 feet (250 feet plus 200 -foot taper). • An acceleration lane for the westbound right to northbound through exists but is not warranted based on the projected 2022 background plus project traffic being 7 westbound right turns during the peak hour and the threshold being 10 sph. Of note, the existing acceleration lane length is 200 feet long with a 100 -foot taper. Kimley»>Horn Conclusions and Recommendations WCR 40 Soil Mine 096548008 Page 12 Based on the traffic analysis presented in this report, Kimley-Horn and Associates, Inc. believes construction of the WCR 40 Soil Mine project will be successfully incorporated into the existing and future roadway network during the short three-year operation of the soil mine. The following outlines the recommendations from our traffic analysis with the recommended intersection lane configurations and control for the project development illustrated in attached Figure 10: • With the buildout of the project, an access will be constructed along the south side of WCR 40 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. • A CDOT Access Permit is anticipated to be required for the US -85 and WCR-40 intersection in association with the project due to expected traffic volume increase being greater than the requirement threshold of 20 percent. In association with this permit, CDOT may require that the existing 50 -foot plus 50 -foot taper southbound left turn lane be extended to 525 feet plus 180 -foot taper to meet current standards in association with the project. If you have any questions or require anything further, please feel free to call me at (303) 228- 2304. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Curtis D. Rowe, P.E., PTOE Vice President RE 11129/2U21�. L o,.F�S10 Figures 11) N O MR 250' CEL\ US -85 & WCR-40 200' ACCEL J J CL) LoU LnU NU 20D c Q &u o does C320' 455'__}\ ` Ln J 222' — US -SO & WCR-33 Kim[ *Ho N0NJTH NTS 096548008 doss* * ,aUT WCR 40 SOIL MINE WELD COUNTY, COLORADO EXISTING GEOMETRY AND CONTROL LEGEND Study Area Key Intersection Signalized Intersection 00 Stop Controlled Approach Xx Roadway Speed Limit c100' Turn Lane Length (feet) FIGURE 2 Kim I ev))) H o r n Thursday, June 3, 2021 7: 00 to 8:00 AM (4: 30 to 5: 30 PM) 0 0 Ca N LO NJ X6(5) 0- X1(2) Jt 3(0La to nr 1(D) 3(1)� T NJ US -85 & WCR-4o L... In rr r T2(1) v v v '� 663(&65) 12(13) 2(0)� 507(975) H 6nl Le arN 11 r US -85 & WCR-33 Thursday, July 1, 2021 7:00 to 8:00 AM (4:30 to 5:30 PM) Thursday, tuna 3, 2021 8:00 to 9:00 AM (4:15 to 5:15 PM) 0 �1�1(0) N � O Kim[ sHo N0NJTH NTS 096548008 LEGEND (D Study Area Key Intersection 444(444) Weekday AM(PM) Peak Hour Traffic Volumes 22,200 Estimated Daily Traffic Volume WCR 40 SOIL MINE WELD COUNTY, COLORADO FIGURE 3 2021 EXISTING TRAFFIC VOLUMES Kiomlev* Horn Kim[ sHo N No m n m ti X6(5) X1(2) Jt 3(0) 1(D) r LC)3(1) NCJ ti N 47 US -85 & WCR-4o L-..-. r 2(1) In r r v v v 672(675) 16(13} 2(0) _ ° T 515(997) 6(7)� LO M US -85 & WCR-33 X1(0) N Er O LEGEND (X Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes %xx77 Estimated Daily Traffic Volume WCR 40 SOIL MINE WELD COUNTY, COLORADO FIGURE 4 2022 BACKGROUND TRAFFIC VOLUMES Kimlev»>Horn Kim[ sHo N No m US -85 & WCR-40 L-..-. r 2(1) In r r v v v �7os(7o7) 17(14) 2(0)� \ f 53'3(1036) D 75 f 6(7) LCC M 11 r US -85 & WCR-33 �1(0) N W O LEGEND (X Study Area Key Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes %xx77 Estimated Daily Traffic Volume WCR 40 SOIL MINE WELD COUNTY, COLORADO FIGURE 5 2025 BACKGROUND TRAFFIC VOLUMES Kimlev»>Horn O 0 • Kim[ sHo N 0 IH o [60%] NTS 096548008 0 � l 7 - ) O 0 US -85 & WCR-40 [60%'0] US -B5 & WCR-33 100%- WCR-40 & ACCESS C FIGURE 6A WCR 40 SOIL MINE WELD COUNTY, COLORADO EP MLOYET E RIP DISTRIBUTION LEGEND X Study Area Key Intersection { X) Project Access Intersection CEECL External Trip Distribution Percentage XX%(XX%) Entering(Exiting) Trip Distribution Percentage Kim I ev))) H o r n O ED 60% D ED US -B5 & WCR-40 US -B5 & WCR-33 erotaowrwo&o &&o C [60%] t [25%]m FIGURE 60 WCR 40 SOIL MINE WELD COUNTY, COLORADO TRUCK TRIP DISTRIBUTION Kim[ *Ho N0NJ NTS 096548008 LEGEND Study Area Key Intersection { X) Project Access Intersection XTE External Trip Distribution Percentage XX%(XX%) Entering(beiting) Trip Distribution Percentage Kim I ev))) H o r n C t O O C US -B5 & WCR-40 2(0) 0(2) US -B5 & WCR-33 3(0) Iir. rirawoi*19 LEGEND FIGURE 7A WCR 40 SOIL MINE WELD COUNTY, COLORADO EMPLOYEE TRAFFIC T ASSIGNMENT Study Area Key Intersection Project Access Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes xx>xoo Estimated Daily Traffic Volume Kim I ev))) H o r n O C US -Be & WCR-40 VEHICLE VOLUMES 4(4) WCR-40 & WCR-31 r5(5) r � V V 1(1�� r u� Yir. arirawoi*s9 n LEGEND FIGURE 7B WCR 40 SOIL MINE WELD COUNTY, COLORADO TRUCK TRAFFIC T ASSIGNMENT n / \ Study Area Key Intersection Project Access Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes LWLOL Estimated Daily Traffic Volume Kim I ev))) H o r n O O ED US -Be & WCR-40 VEHICLE VOLUMES ----- 0) -O K 17)2) �1(�) 0(1) T I 7(7) W WV N r V v 5(6)� m O r WCR-40 & WCR-31 10(7) 2(5) 6(6) - L T V 4(1) r uO Ii& a&raS&o &&2 n FIGURE 8 WCR 40 SOIL MINE WELD COUNTY, COLORADO 2022 TOTAL TRAFFIC VOLUMES n / \ LEGEND Study Area Key Intersection Project Access Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes LL,LOL Estimated Daily Traffic Volume Kim I ev))) H o r n O O O N N- N- - f r r X1(2) 4(2) 1(0) 3(4)� NN) w 121 Ln UN US -Be & WCR-40 VEHICLE VOLUMES - - 1(0) (N -O co o 14(8) 1(0) 0(1)-m T r 7(7) ' VNV �r V 5(6) (001- &75-42 & WCR-31 11(7) 5(5) 6(9) - L T V 4(1) r uO Ii& a&ra2&o &&4 n FIGURE 9 WCR 40 SOIL MINE WELD COUNTY, COLORADO 2025 TOTAL TRAFFIC VOLUMES n / \ LEGEND Study Area Key Intersection Project Access Intersection XXX(XXX) Weekday AM(PM) Peak Hour Traffic Volumes LWLOL Estimated Daily Traffic Volume Kim I ev))) H o r n ED zu 2; Ui or 200' n' * AGGEL 1 I 4 2507 r :CEL\ o N A US -85 & &CU -40 C 1 STOP 4 �TI{� FIGURE 10 WCR 40 SOIL MINE WELD COUNTY, COLORADO INTERSECTION RECOMMENDATIONS Kim[ *Ho N0Fill- i NTS 096548008 LEGEND Study Area Key Intersection • Project Access Intersection • Signalized Intersection sroP Stop Controlled Approach Improvement 100' Turn Lone Length (feet) Kim I ev* H o r n Intersection Count Sheets www.idaxdata.com N US 85 WCR 40 Peak Hour rr 0 N 1 0 I TEV: 3 PHF: 3-'tl'1 r r Two -Hour Count Summaries M O ��tL6 1,219 I 1 0.95 r 3 0 00 M ro L or M W or oLt or EB WB NB TB TOTAL HV %: 14.3% 8.8% 14.1% 12.5% 13.1% Date Count Period Peak Hour /I15 0 J U 0 0 PHF 0.58 0.63 0.90 0.87 0.95 �r. 26/23/2221 7:00 AM to 9:00 AM 7:00 AM to 8:00 AM �O • d i0 0 • r0 ova Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 2 0 0 1 0 1 0 0 116 0 0 2 192 1 315 0 7:15 AM 0 0 0 1 0 1 1 2 0 1 143 1 0 0 172 0 322 0 7:30 AM 0 1 1 1 0 1 0 3 1 0 139 2 0 1 172 0 322 0 7:45 AM 0 0 0 1 0 0 0 0 0 0 120 0 0 0 139 0 260 1,219 8:00 AM 0 1 1 0 0 4 0 5 0 0 89 1 0 1 141 0 243 1,147 8:15 AM 0 0 0 1 0 1 1 2 0 1 102 0 0 3 133 0 244 1,069 8:30 AM 0 0 0 0 0 0 1 0 0 1 110 0 0 1 128 1 242 989 8:45 AM 0 2 0 3 0 1 2 5 1 0 90 0 0 1 110 2 217 946 Count Total 0 4 4 7 0 9 5 18 2 3 909 4 0 9 1,187 4 2,165 0 All 0 1 3 3 0 3 1 6 1 1 518 3 0 3 675 1 1,219 0 Peak HV 0 1 0 0 0 0 0 0 1 0 73 0 0 0 84 1 160 0 Hour HV% - 100% 0% 0% - 0% 0% 0% 100% 0% 14% 0% - 0% 12% 100% 13% 0 Note: Two-hourcount summary volumes include heavy vehicles but exclude bicycles in were!! count Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Start EB WB NB S6 Total EB WB NB S6 Total East West North South Total 7:00 AM 0 0 17 32 49 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 21 18 39 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 19 24 44 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 17 11 28 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 12 15 28 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 14 21 35 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 18 24 42 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 12 15 28 0 0 0 0 0 0 0 0 0 0 Count Total 2 1 130 160 293 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 0 74 85 160 0 0 0 0 0 0 0 0 0 4 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles WCR 40 WCR 40 US 85 U585 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 17 0 0 0 31 1 49 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 21 0 0 0 18 0 39 0 7:30 AM 0 1 0 0 0 0 0 0 1 0 18 0 0 0 24 0 44 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 17 0 0 0 11 0 28 160 8:00 AM 0 0 0 0 0 1 0 0 0 0 12 0 0 0 15 0 28 139 8:15 AM 0 0 0 0 0 0 0 0 0 1 13 0 0 0 21 0 35 135 8:30 AM 0 0 0 0 0 0 0 0 0 0 18 0 0 0 24 0 42 133 8:45 AM 0 1 0 0 0 0 0 0 0 0 12 0 0 0 15 0 28 133 Count Total 0 2 0 0 0 1 0 0 1 1 128 0 0 0 159 1 293 0 Peak Hour 0 1 0 0 0 0 0 0 1 0 73 0 0 0 84 1 160 0 Two -Hour Count Summaries - Bikes WCR 40 WCR 40 US 85 U585 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 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 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 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 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N M US 85 WCR 40 Peak Hour itt ' I rr � 0 N A 1 0 0••113 TEV: 1 PHF: 4� Two -Hour Count Summaries cO r l♦ It 5 1,618 I 2 0.92 0 Co m W N tO e 0 EB WB NB OP TOTAL HV %: 0.0% 0.0% 6.2% 2.1% 6.6% Date Count Period Peak Hour PHF 0.63 0.58 0.90 0.85 0.92 �r. 36/23/2221 4:00 PM to 6:00 PM 4:30 PM to 5:30 PM �O • i0 0 • r0 ova Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 2 0 1 0 2 0 0 228 0 0 2 154 0 389 0 4:15 PM 0 0 0 1 0 1 1 3 0 2 195 1 0 2 148 2 356 0 4:30 PM 0 0 1 1 0 0 0 3 0 3 240 0 1 0 154 1 404 0 4:45 PM 0 0 0 2 0 0 0 1 0 0 204 1 0 3 177 1 389 1,538 5:00 PM 0 0 0 1 0 0 2 1 0 0 198 0 0 1 180 0 383 1,532 5:15 PM 0 0 0 0 0 0 0 0 0 2 222 1 0 2 215 0 442 1,618 5:30 PM 0 0 0 2 0 0 0 0 0 1 233 1 0 1 166 0 404 1,618 5:45 PM 0 1 0 0 0 0 0 1 0 1 219 0 0 0 114 0 336 1,565 Count Total 0 1 1 9 0 2 3 11 0 9 1,739 4 1 11 1,308 4 3,103 0 All 0 0 1 4 0 0 2 5 0 5 864 2 1 6 726 2 1,618 0 Pear HV 0 0 0 0 0 0 0 0 0 0 54 0 0 0 51 1 106 0 Hour HV% - - 0% 0% - - 015% - 0% 6% 0% 0% 0% 7% 50% 7% 0 Note: Two-hour count summary volumes 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 East West North South Total 4:00 PM 0 0 23 16 39 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 16 9 25 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 20 14 34 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 14 12 50 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 16 10 26 0 0 0 0 0 0 0 0 0 L 5:15 PM 0 0 4 16 20 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 6 14 20 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 17 9 26 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 116 100 216 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 54 52 106 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles WCR 40 WCR 40 USES US 85 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour 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 0 0 0 0 23 0 0 0 16 0 39 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 16 0 0 0 9 0 25 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 20 0 0 0 13 1 34 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 14 0 0 0 12 0 26 124 5:00 PM 0 0 0 0 0 0 0 0 0 0 16 0 0 0 10 0 26 111 5:15 PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 16 0 20 106 5:30 PM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 14 0 20 92 5:45 PM 0 0 0 0 0 0 0 0 0 0 17 0 0 0 9 0 26 92 Count Total 0 0 0 0 0 0 0 0 0 0 116 0 0 0 99 1 216 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 54 0 0 0 51 1 106 0 Two -Hour Count Summaries - Bikes WCR 40 WCR 40 US 85 04 05 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 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 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com 62035 N 6 WCR 31 WCR 40 Peak Hour rr ii 0 0.. TEV: 3 PHF: Two -Hour Count Summaries � O l♦ �r 1 26 9 0.72 1 0 thrr 0'v- 7 or 7 HV %: E6 0.0% WB 9.1% NB 0.0% TB 0.0% TOTAL 3.8% �r. Date: 96/23/2221 Count Period: 7:00 AM to 9:00 AM Peak Hour: 8:00 AM to 9:00 AM 000 ...fl0000a..> t, 0 J _ L 0 • 40 0 4 4 PHF 0.50 0.69 0.42 1.00 0.72 Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 1 2 1 0 0 1 0 0 0 0 0 0 0 0 0 5 0 7:15 AM 0 0 4 0 0 0 2 0 0 0 0 0 0 0 0 0 6 0 7:30 AM 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3 0 7:45 AM 0 0 2 0 0 1 1 1 0 0 0 0 0 0 1 0 6 20 8:00 AM 0 0 1 0 0 1 3 0 0 1 0 0 0 0 0 1 7 22 8:15 AM 0 0 0 1 0 0 3 1 0 0 0 1 0 0 0 1 7 23 8:30 AM 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 3 23 8:45 AM 0 0 2 1 0 0 2 0 0 3 0 0 0 0 0 1 9 26 Count Total 0 1 11 4 0 2 16 2 0 4 0 1 0 1 1 3 46 0 All 0 0 3 3 0 1 9 1 0 4 0 1 0 1 0 3 26 0 Peak HV 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 Hour HV% - - 0% 0% - 0% 11% 0% - 0% - 0% - 0% - 0% 4% 0 Note: Two-hourcount summary volumes include heavy vehicles but exclude bicycles in overall count Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Start EB WB NB S6 Total EB WB NB S6 Total East West North South Total 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 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 2 0 1 3 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 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 3 0 1 4 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles WCR40 WCR40 WCR 31 WCR31 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 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 1 0 1 0 0 0 0 0 0 1 0 3 3 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Count Total 0 0 0 0 0 1 1 1 0 0 0 0 0 0 1 0 4 0 Peak Hour 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 Two -Hour Count Summaries - Bikes WCR 40 WCR 40 WCR 31 WCR 31 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 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 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 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 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N 8 0 1-I 3 4 — WCR 31 WCR 40 Peak Hour rr N r J1 TEV: PHF: C n Two -Hour Count Summaries O O l♦�LO 22 4� 4 0.61 0 C 0 r r nor 0 U C �r. Date: 56/55/2521 Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:15 PM to 5:15 PM 000 e,tkL t, 4 B J o L 4 • q 40~ oC CD ^0 4_ Q a 0 HV %: EB 0.0% WB 0.0% NB 0.0% TB 0.0% TOTAL 0.0% PHF 0.67 0.50 0.58 0.25 0.61 EDDDEDDH "1 i r 000 • Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 4:15 PM 0 1 1 0 0 0 2 0 0 1 1 0 0 0 1 2 9 0 4:30 PM 0 0 0 1 0 0 1 0 0 2 1 0 0 0 0 0 5 0 4:45 PM 0 0 0 3 0 0 0 0 0 1 0 1 0 0 0 0 5 21 5:00 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 22 5:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 14 5:30 PM 0 0 3 0 0 0 0 0 0 0 1 0 0 0 0 0 4 13 5:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2 10 Count Total 0 2 8 4 0 0 4 0 0 5 3 1 0 0 2 2 31 0 All 0 1 3 4 0 0 4 0 0 4 2 1 0 0 1 2 22 0 Peak HV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hour HOW - 0% 0% 0% - - 0% - - 0% 0% 0% - - 0% 0% 0% 0 Note: Two-hourcount summary volumes 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 TB Total East West North South Total 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles WCR 40 WCR 40 WCR 31 WCR 31 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour 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 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Two -Hour Count Summaries - Bikes WCR 40 WCR40 WCR31 W0031 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 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 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N 17 443 US 85 WCR 42 Peak Hour O 0 rr 0 0 3' 0 38 TEV: 4 I PHF: 1-,q'1 Two -Hour Count Summaries e EB WB NB TB TOTAL HV %: 14.8% 7.4% 10.9% 12.8% 12.8% Date Count Period Peak Hour PHF 0.63 0.56 0.88 0.85 0.90 �r. 07-01-2021 7:00 AM to 9:00 AM 7:00 AM to 8:00 AM 0 00 Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 4 0 0 0 6 4 2 0 0 103 1 0 1 166 1 288 0 7:15 AM 0 14 2 1 0 3 0 2 0 1 117 0 0 0 196 2 338 0 7:30 AM 0 15 0 0 0 2 2 0 0 0 135 0 0 0 153 2 309 0 7:45 AM 0 5 2 0 0 1 3 2 0 0 117 1 0 0 148 2 281 1,216 8:00 AM 0 8 1 0 0 4 0 1 0 0 114 1 0 1 113 1 244 1,172 8:15 AM 0 6 3 0 0 3 1 0 0 0 121 1 0 2 108 0 245 1,079 8:30 AM 0 7 1 0 0 5 4 3 0 0 103 0 0 0 115 5 243 1,013 8:45 AM 0 8 1 0 0 4 2 2 0 1 101 0 0 1 146 2 268 1,000 Count Total 0 67 10 1 0 28 16 12 0 2 911 4 0 5 1,145 15 2,216 0 Al 0 38 4 1 0 12 9 6 0 1 472 2 0 1 663 7 1,216 0 Pear HV 0 5 1 0 0 2 0 0 0 0 52 0 0 0 86 0 146 0 Hour HV% - 13% 25% 0% - 17% 0% 0% - 0% 11% 0% - 0% 13% 0% 12% 0 Note: Two-hour count summary volumes 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 East West North South Total 7:00 AM 0 2 11 30 43 0 0 0 0 0 0 0 0 0 0 7:15 AM 1 0 16 20 37 0 0 0 0 0 0 0 0 0 0 7:30 AM 4 0 10 19 33 0 0 0 0 0 0 0 1 0 1 7:45 AM 1 0 15 17 33 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 18 13 32 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 23 13 35 0 0 0 0 0 0 0 0 0 0 8:30 AM 1 2 16 19 38 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 2 15 27 45 0 0 0 0 0 0 0 0 0 0 CountTotal 8 7 124 158 297 0 0 0 0 0 0 0 1 0 1 Peak Hour 6 2 52 86 146 0 0 0 0 0 0 0 1 0 1 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles WCR 42 WCR 42 US 85 US 85 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 2 0 0 0 0 11 0 0 0 30 0 43 0 7:15 AM 0 1 0 0 0 0 0 0 0 0 16 0 0 0 20 0 37 0 7:30 AM 0 4 0 0 0 0 0 0 0 0 10 0 0 0 19 0 33 0 7:45 AM 0 0 1 0 0 0 0 0 0 0 15 0 0 0 17 0 33 145 8:00 AM 0 0 0 0 0 0 0 1 0 0 18 0 0 0 13 0 32 135 8:15 AM 0 0 0 0 0 0 0 0 0 0 22 1 0 0 13 0 36 134 8:30 AM 0 1 0 0 0 2 0 0 0 0 16 0 0 0 19 0 38 139 8:45 AM 0 1 0 0 0 1 1 0 0 0 15 0 0 0 27 7 45 151 Count Total 0 7 1 0 0 5 1 1 0 0 123 1 0 0 158 0 297 0 Peak Hour 0 5 1 0 0 2 0 0 0 0 52 0 0 0 86 0 146 0 Two -Hour Count Summaries - Bikes WCR 42 WCR 42 US 85 US 85 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 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 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 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 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nate: U-Tum volumes for bikes are included in Leff -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N 32 555 US 85 WCR 42 Peak Hour 00 o O mI ��rr r to m N ffl 1 0 40 —."TEN: 6m PHF: 111'1 Two -Hour Count Summaries le O l♦ It 5 1,666 I 5 0.92 12 it (Ott or e 14 EB WB NB TO TOTAL HV %: 12.7% 0.0% 5.6% 5.5% 5.1% Date Count Period Peak Hour PHF 0.69 0.50 0.88 0.92 0.92 �r. 07-01-2021 4:00 PM to 6:00 PM 4:30 PM to 5:30 PM 0 010 Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 7 2 1 0 3 1 0 1 2 223 2 1 1 162 6 412 0 4:15 PM 0 9 4 0 0 3 2 1 0 0 249 5 0 2 130 3 408 0 4:30 PM 0 18 2 0 0 5 2 4 0 0 238 2 0 4 150 6 431 0 4:45 PM 0 17 0 1 0 2 2 0 0 2 216 1 0 0 152 6 399 1,650 5:00 PM 0 6 1 0 0 3 1 1 0 1 207 0 0 0 155 6 381 1,619 5:15 PM 0 7 3 0 0 2 0 0 0 1 262 1 0 0 174 5 455 1,666 5:30 PM 0 7 2 0 0 5 3 4 0 0 230 1 0 4 167 7 430 1,665 5:45 PM 0 13 2 0 0 5 2 1 0 2 204 1 0 2 121 4 357 1,623 Count Total 0 84 16 2 0 28 13 11 1 8 1,829 13 1 13 1,211 43 3,273 0 All 0 48 6 1 0 12 5 5 0 4 923 4 0 4 631 23 1,666 0 Peak HV 0 6 1 0 0 0 0 0 0 1 51 0 0 0 36 0 95 0 Hour HV% - 13% 17% 0% - 00000% - 25% 6% 0% - 50600% 6% 0 Note: Two-hour count summary volumes 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 East West North South Total 4:00 PM 1 0 20 15 36 0 0 0 0 0 0 0 0 0 0 4:15 PM 3 0 21 9 33 0 0 0 0 0 0 0 0 0 0 4:30 PM 5 0 14 9 28 0 0 0 0 0 0 0 0 0 0 4:45 PM 1 0 18 16 35 0 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 7 5 13 0 0 0 0 0 0 0 0 0 3 5:15 PM 0 0 13 6 19 0 0 0 0 0 0 0 0 0 5 5:30 PM 1 1 6 9 17 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 6 7 13 0 0 0 0 0 0 0 0 0 0 CountTotal 12 1 105 76 194 0 0 0 0 0 0 0 0 0 0 Peak Hour 7 0 52 36 95 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles WCR 42 WCR 42 US 85 U400 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 1 0 0 0 0 0 0 0 1 19 0 0 0 15 0 36 0 4:15 PM 0 3 0 0 0 0 0 0 0 0 21 0 0 0 9 0 33 0 4:30 PM 0 5 0 0 0 0 0 0 0 0 14 0 0 0 9 0 28 0 4:45 PM 0 1 0 0 0 0 0 0 0 1 17 0 0 0 16 0 35 132 5:00 PM 0 0 1 0 0 0 0 0 0 0 7 0 0 0 5 0 13 109 5:15 PM 0 0 0 0 0 0 0 0 0 0 13 0 0 0 6 0 19 95 5:30 PM 0 1 0 0 0 0 0 1 0 0 6 0 0 0 9 0 17 84 5:45 PM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 7 0 13 62 Count Total 0 11 1 0 0 0 0 1 0 2 103 0 0 0 76 0 194 0 Peak Hour 0 6 1 0 0 0 0 0 0 1 51 0 0 0 36 0 95 0 Two -Hour Count Summaries - Bikes woeor WCR 42 US 85 US 85 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 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 CountTotal 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nate: U -Turn volumes for bikes are included in Leff -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N 671 515 0 2—I 507 6n WCR33 US85 Peak Hour rr M � J1 TEV: PHF: C �L7 Two -Hour Count Summaries r O L2 1,221 I 663 0.94 16 0 rC M c T U 883 EB WB NB SB TOTAL HV %: 11.1% 12.3% 15.0% 40.0% 12.0% Date Count Period Peak Hour PHF 0.84 0.89 0.71 0.63 0.94 �r. 07-01-2021 7:00 AM to 9:00 AM 7:00 AM to 8:00 AM 0 010 Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 113 0 0 4 179 0 0 1 1 1 0 0 1 0 300 0 7:15 AM 0 0 121 2 0 5 186 0 0 2 0 5 0 0 0 0 321 0 7:30 AM 0 0 152 2 0 5 158 1 0 0 0 4 0 1 0 1 324 0 7:45 AM 0 2 121 2 0 2 140 1 0 2 2 2 0 0 0 2 276 1,221 8:00 AM 0 0 122 1 0 4 108 0 0 3 1 1 0 1 0 1 242 1,163 8:15 AM 0 0 132 4 1 1 107 0 0 1 0 3 0 0 0 0 249 1,091 8:30 AM 0 0 108 0 1 2 130 0 0 0 0 3 0 0 0 0 244 1,011 8:45 AM 0 0 118 1 0 3 136 0 0 2 0 1 0 1 0 4 266 1,001 Count Total 0 2 987 12 2 26 1,144 2 0 11 4 20 0 3 1 8 2,222 0 All 0 2 507 6 0 16 663 2 0 5 3 12 0 1 1 3 1,221 0 Peak HV 0 0 56 1 0 0 84 0 0 1 0 2 0 0 1 1 146 0 Hour HV% - 0% 11% 17% - 0% 13% 0% - 20% 0% 17% - 0% 100% 33% 12% 0 Note: Two-hour count summary volumes 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 East West North South Total 7:00 AM 11 30 0 1 42 0 0 0 0 0 0 0 0 0 0 7:15 AM 17 21 2 0 40 0 0 0 0 0 0 0 0 0 0 7:30 AM 14 17 0 1 32 0 0 0 0 0 0 0 0 0 0 7:45 AM 15 16 1 0 32 0 0 0 0 0 0 0 0 0 0 8:00 AM 19 13 0 0 32 0 0 0 0 0 0 0 0 0 0 8:15 AM 22 13 2 0 37 0 0 0 0 0 0 0 0 0 0 8:30 AM 16 21 1 0 38 0 0 0 0 0 0 0 0 0 0 8:45 AM 17 25 0 0 42 0 0 0 0 0 0 0 0 0 0 CountTotal 131 156 6 2 295 0 0 0 0 0 0 0 0 0 0 Peak Hour 57 84 3 2 146 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles US 85 US 85 WCR 33 WCR 33 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 11 0 0 0 30 0 0 0 0 0 0 0 1 0 42 0 7:15 AM 0 0 17 0 0 0 21 0 0 0 0 2 0 0 0 0 40 0 7:30 AM 0 0 14 0 0 0 17 0 0 0 0 0 0 0 0 1 32 0 7:45 AM 0 0 14 1 0 0 16 0 0 1 0 0 0 0 0 0 32 145 8:00 AM 0 0 19 0 0 0 13 0 0 0 0 0 0 0 0 0 32 136 8:15 AM 0 0 21 1 0 1 12 0 0 1 0 1 0 0 0 0 37 133 8:30 AM 0 0 16 0 0 0 21 0 0 0 0 1 0 0 0 0 38 139 8:45 AM 0 0 17 0 0 0 25 0 0 0 0 0 0 0 0 0 42 149 CountTotal 0 0 129 2 0 1 155 0 0 2 0 4 0 0 1 1 295 0 Peak Hour 0 0 55 1 0 0 84 0 0 1 0 2 0 0 1 1 146 0 Two -Hour Count Summaries - Bikes US 85 US 85 WCR 33 WCR 33 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 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 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 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 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nate: U -Turn volumes for bikes are included in Leff -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com N 678 982 0 0—I 975 7 n WCR33 US85 Peak Hour rr J1 TEV, UHF: C q Two -Hour Count Summaries r O ��tL1 1,692 I 665 0.9 13 . OP U 473 'a EB WB NB OP TOTAL HV %: 4.5% 5.2% 12.5% 5.5% 5.5% Date Count Period Peak Hour PHF 0.90 0.91 0.67 0.58 0.90 �r. 07-01-2021 4:00 PM to 6:00 PM 4:30 PM to 5:30 PM �O • L0 r 0 Interval 15 Rolling -min Eastbound Westbound Northbound Southbound Start rUT Total One Hour LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 1 227 2 0 4 163 0 0 0 2 3 0 0 1 0 403 0 4:15 PM 0 1 263 0 0 0 127 0 0 0 2 5 0 0 1 2 401 0 4:30 PM 0 0 243 0 0 6 156 0 0 2 0 7 0 0 1 0 415 0 4:45 PM 0 0 249 3 0 0 170 0 0 2 0 2 0 1 0 0 427 1,646 5:00 PM 0 0 214 0 0 1 159 0 0 1 1 3 0 0 0 3 382 1,625 5:15 PM 0 0 269 4 0 6 180 1 0 3 1 2 0 0 0 2 468 1,692 5:30 PM 0 0 240 0 0 3 156 1 0 1 1 2 0 1 0 0 405 1,682 5:45 PM 0 1 211 0 0 1 120 0 0 1 0 1 0 0 0 0 335 1,590 Count Total 0 3 1,916 9 0 21 1,231 2 0 10 7 25 0 2 3 7 3,236 0 All 0 0 975 7 0 13 665 1 0 8 2 14 0 1 1 5 1,692 0 Peak HV 0 0 54 3 0 0 35 0 0 2 0 1 0 0 0 0 95 0 Hour HV% - - 6% 43% - 0% 5% 0% - 25% 0% 7% - 0% 0% 0% 6% 0 Note: Two-hour count summary volumes 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 East West North South Total 4:00 PM 20 14 0 0 34 0 0 0 0 0 0 0 0 0 0 4:15 PM 24 10 0 0 34 0 0 0 0 0 0 0 0 0 0 4:30 PM 19 7 1 0 27 0 0 0 0 0 0 0 0 0 0 4:45 PM 18 17 0 0 35 0 0 0 0 0 0 0 0 0 0 5:00 PM 7 5 0 0 12 0 0 0 0 0 0 0 0 0 2 5:15 PM 13 6 2 0 21 0 0 0 0 0 0 0 0 0 0 5:30 PM 7 7 0 0 14 0 0 0 0 0 0 0 0 0 0 5:45 PM 7 7 1 0 15 0 0 0 0 0 0 0 0 0 0 CountTotal 115 73 4 0 192 0 0 0 0 0 0 0 0 0 0 Peak Hour 57 35 3 0 95 0 0 0 0 0 0 0 0 0 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles US 85 US 85 WCR 33 WCR 33 Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 20 0 0 0 14 0 0 0 0 0 0 0 0 0 34 0 4:15 PM 0 0 24 0 0 0 10 0 0 0 0 0 0 0 0 0 34 0 4:30 PM 0 0 19 0 0 0 7 0 0 1 0 0 0 0 0 0 27 0 4:45 PM 0 0 16 2 0 0 17 0 0 0 0 0 0 0 0 0 35 130 5:00 PM 0 0 7 0 0 0 5 0 0 0 0 0 0 0 0 0 12 108 5:15 PM 0 0 12 1 0 0 6 0 0 1 0 1 0 0 0 0 21 95 5:30 PM 0 0 7 0 0 0 7 0 0 0 0 0 0 0 0 0 14 82 5:45 PM 0 0 7 0 0 1 6 0 0 1 0 0 0 0 0 0 15 62 Count Total 0 0 112 3 0 1 72 0 0 3 0 1 0 0 0 0 192 0 Peak Hour 0 0 54 3 0 0 35 0 0 2 0 1 0 0 0 0 95 0 Two -Hour Count Summaries - Bikes US 85 US 85 OOO33 WOO Ed Interval 15 -min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 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 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Nate: U-Tum volumes for bikes are included in Leff -Turn, if any. Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com Traffic Projections ROUTE REFPT ENDREFPT LENGTH UPDATEYR AADT AADTYR YR2OFACT Growth Rate DHV DD LOCATION 085C 251.795 253.809 1.982 2019 29000 2019 1.42 1.68% 11 57 ON SH 85 N/O SH 85 BUS RT MAIN ST PLATTEVILLE 085C 253.809 256.857 3.046 2019 20000 2019 1.34 1.40% 11 57 ON SH 85 NE/O SH 60 HOUSTON 1.54% Intersection Capacity Analysis Outputs HCM Unsignalized Intersection Capacity Analysis 2021 Existing AM 1: WCR-40 & US -85 1I11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 1 3 3 3 1 6 2 518 3 3 675 1 Future Volume (Vehlh) 1 3 3 3 1 6 2 518 3 3 675 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1 3 3 3 1 6 2 545 3 3 711 1 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 994 1269 356 912 1267 272 712 548 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 994 1269 356 912 1267 272 712 548 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 99 98 100 99 99 99 100 100 cM capacity (vehlh) 196 166 641 224 167 725 884 1018 Direction, Lane # EB 1 WB 1 NB 1 NB2 NB 3 NB 4 SB 1 5B2 SB 3 SB 4 Volume Total 7 10 2 272 272 3 3 356 356 1 Volume Left 1 3 2 0 0 0 3 0 0 0 Volume Right 3 6 0 0 0 3 0 0 0 1 cSH 251 361 884 1700 1700 1700 1018 1700 1700 1700 Volume to Capacity 0.03 0.03 0.00 0.16 0.16 0.00 0.00 0.21 0.21 0.00 Queue Length 95th (ft) 2 2 0 0 0 0 0 0 0 0 Control Delay (s) 19.7 15.2 9.1 0.0 0.0 0.0 8.5 0.0 0.0 0.0 Lane LOS C C A A Approach Delay (s) 19.7 15.2 0.0 0.0 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 28.7% [CU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2021 Existing PM 1: WCR-40 & US -85 1I11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 0 1 4 0 2 5 5 864 2 7 726 2 Future Volume (Vehlh) 0 1 4 0 2 5 5 864 2 7 726 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 4 0 2 5 5 939 2 8 789 2 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1286 1756 394 1360 1756 470 791 941 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1286 1756 394 1360 1756 470 791 941 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 100 99 99 100 98 99 99 99 cM capacity (veh/h) 117 83 605 104 83 540 825 724 Direction, Lane # EB 1 WB 1 NB 1 NB2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 5 7 5 470 470 2 8 394 394 2 Volume Left 0 0 5 0 0 0 8 0 0 0 Volume Right 4 5 0 0 0 2 0 0 0 2 cSH 267 209 825 1700 1700 1700 724 1700 1700 1700 Volume to Capacity 0.02 0.03 0.01 0.28 0.28 0.00 0.01 0.23 0.23 0.00 Queue Length 95th (ft) 1 3 0 0 0 0 1 0 0 0 Control Delay (s) 18.7 22.8 9.4 0.0 0.0 0.0 10.0 0.0 0.0 0.0 Lane LOS C C A B Approach Delay (s) 18.7 22.8 0.0 0.1 Approach LOS C C Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 33.9% [CU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2022 Background AM 1: WCR-40 & US -85 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 +1' r '5 tt r Traffic Volume (veh/h) 1 3 3 3 1 6 2 526 3 3 685 1 Future Volume (Vehlh) 1 3 3 3 1 6 2 526 3 3 685 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1 3 3 3 1 6 2 554 3 3 721 1 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1008 1288 360 926 1286 277 722 557 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1008 1288 360 926 1286 277 722 557 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 99 98 100 99 99 99 100 100 cM capacity (veh/h) 191 162 636 218 162 720 876 1010 Direction, Lane # EB 1 WB 1 NB 1 NB2 NB 3 NB 4 SB 1 5B2 SB 3 SB 4 Volume Total 7 10 2 277 277 3 3 360 360 1 Volume Left 1 3 2 0 0 0 3 0 0 0 Volume Right 3 6 0 0 0 3 0 0 0 1 cSH 246 354 876 1700 1700 1700 1010 1700 1700 1700 Volume to Capacity 0.03 0.03 0.00 0.16 0.16 0.00 0.00 0.21 0.21 0.00 Queue Length 95th (ft) 2 2 0 0 0 0 0 0 0 0 Control Delay (s) 20.1 15.5 9.1 0.0 0.0 0.0 8.6 0.0 0.0 0.0 Lane LOS C C A A Approach Delay (s) 20.1 15.5 0.0 0.0 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 28.9% ICU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2022 Background PM 1: WCR-40 & US -85 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 0 1 4 0 2 5 5 877 2 7 737 2 Future Volume (Vehlh) 0 1 4 0 2 5 5 877 2 7 737 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 4 0 2 5 5 953 2 8 801 2 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1304 1782 400 1380 1782 476 803 955 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1304 1782 400 1380 1782 476 803 955 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 100 99 99 100 97 99 99 99 cM capacity (veh/h) 113 80 599 101 80 535 817 715 Direction, Lane # €B 1 WB 1 NB 1 NB2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 5 7 5 476 476 2 8 400 400 2 Volume Left 0 0 5 0 0 0 8 0 0 0 Volume Right 4 5 0 0 0 2 0 0 0 2 cSH 260 203 817 1700 1700 1700 715 1700 1700 1700 Volume to Capacity 0.02 0.03 0.01 0.28 0.28 0.00 0.01 0.24 0.24 0.00 Queue Length 95th (ft) 1 3 0 0 0 0 1 0 0 0 Control Delay (s) 19.1 23.4 9.4 0.0 0.0 0.0 10.1 0.0 0.0 0.0 Lane LOS C C A B Approach Delay (s) 19.1 23.4 0.0 0.1 Approach LOS C C Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 34.2% [CU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2022 Total AM 1: WCR-40 & US -85 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 1 3 3 4 1 6 2 526 5 5 685 1 Future Volume (Vehlh) 1 3 3 4 1 6 2 526 5 5 685 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1 3 3 4 1 6 2 554 5 5 721 1 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1012 1294 360 930 1290 277 722 559 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1012 1294 360 930 1290 277 722 559 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 99 98 100 98 99 99 100 100 cM capacity (veh/h) 190 160 636 217 161 720 876 1008 Direction, Lane # EB 1 WB 1 NB 1 NB2 NB 3 NB 4 SB 1 5B2 SB 3 SB 4 Volume Total 7 11 2 277 277 5 5 360 360 1 Volume Left 1 4 2 0 0 0 5 0 0 0 Volume Right 3 6 0 0 0 5 0 0 0 1 cSH 244 333 876 1700 1700 1700 1008 1700 1700 1700 Volume to Capacity 0.03 0.03 0.00 0.16 0.16 0.00 0.00 0.21 0.21 0.00 Queue Length 95th (ft) 2 3 0 0 0 0 0 0 0 0 Control Delay (s) 20.2 16.2 9.1 0.0 0.0 0.0 8.6 0.0 0.0 0.0 Lane LOS C C A A Approach Delay (s) 20.2 16.2 0.0 0.1 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 28.9% ICU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2022 Total PM 1: WCR-40 & US -85 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 0 1 4 2 2 7 5 877 3 7 737 2 Future Volume (Vehlh) 0 1 4 2 2 7 5 877 3 7 737 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 4 2 2 8 5 953 3 8 801 2 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1304 1783 400 1380 1782 476 803 956 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1304 1783 400 1380 1782 476 803 956 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 100 99 99 98 97 99 99 99 cM capacity (veh/h) 112 80 599 101 80 535 817 715 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 5 12 5 476 476 3 8 400 400 2 Volume Left 0 2 5 0 0 0 8 0 0 0 Volume Right 4 8 0 0 0 3 0 0 0 2 cSH 260 200 817 1700 1700 1700 715 1700 1700 1700 Volume to Capacity 0.02 0.06 0.01 0.28 0.28 0.00 0.01 0.24 0.24 0.00 Queue Length 95th (ft) 1 5 0 0 0 0 1 0 0 0 Control Delay (s) 19.1 24.1 9.4 0.0 0.0 0.0 10.1 0.0 0.0 0.0 Lane LOS C C A B Approach Delay (s) 19.1 24.1 0.0 0.1 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 34.2% [CU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2025 Background AM 1: WCR-40 & US -85 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 +1' r '5 +1' r Traffic Volume (veh/h) 1 3 3 3 1 6 2 551 3 3 718 1 Future Volume (Vehlh) 1 3 3 3 1 6 2 551 3 3 718 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1 3 3 3 1 6 2 580 3 3 756 1 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1056 1349 378 970 1347 290 757 583 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1056 1349 378 970 1347 290 757 583 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 99 98 100 99 99 99 100 100 cM capacity (vehlh) 176 149 620 203 149 707 850 987 Direction, Lane # EB 1 WB 1 NB 1 NB2 NB 3 NB 4 SB 1 5B2 SB 3 SB 4 Volume Total 7 10 2 290 290 3 3 378 378 1 Volume Left 1 3 2 0 0 0 3 0 0 0 Volume Right 3 6 0 0 0 3 0 0 0 1 cSH 228 333 850 1700 1700 1700 987 1700 1700 1700 Volume to Capacity 0.03 0.03 0.00 0.17 0.17 0.00 0.00 0.22 0.22 0.00 Queue Length 95th (ft) 2 2 0 0 0 0 0 0 0 0 Control Delay (s) 21.3 16.1 9.2 0.0 0.0 0.0 8.7 0.0 0.0 0.0 Lane LOS C C A A Approach Delay (s) 21.3 16.1 0.0 0.0 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 29.8% ICU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2025 Background PM 1: WCR-40 & US -85 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 0 1 4 0 2 5 5 918 2 7 772 2 Future Volume (Vehlh) 0 1 4 0 2 5 5 918 2 7 772 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 4 0 2 5 5 998 2 8 839 2 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1365 1865 420 1444 1865 499 841 1000 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1365 1865 420 1444 1865 499 841 1000 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 100 99 99 100 97 99 99 99 cM capacity (veh/h) 102 71 582 90 71 517 790 688 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 5 7 5 499 499 2 8 420 420 2 Volume Left 0 0 5 0 0 0 8 0 0 0 Volume Right 4 5 0 0 0 2 0 0 0 2 cSH 238 184 790 1700 1700 1700 688 1700 1700 1700 Volume to Capacity 0.02 0.04 0.01 0.29 0.29 0.00 0.01 0.25 0.25 0.00 Queue Length 95th (ft) 2 3 0 0 0 0 1 0 0 0 Control Delay (s) 20.5 25.3 9.6 0.0 0.0 0.0 10.3 0.0 0.0 0.0 Lane LOS C D A B Approach Delay (s) 20.5 25.3 0.0 0.1 Approach LOS C D Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 35.4% [CU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2025 Total AM 1: WCR-40 & US -85 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 1 3 3 4 1 6 2 551 5 5 718 1 Future Volume (Vehlh) 1 3 3 4 1 6 2 551 5 5 718 1 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 1 3 3 4 1 6 2 580 5 5 756 1 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1060 1355 378 974 1351 290 757 585 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1060 1355 378 974 1351 290 757 585 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 99 98 100 98 99 99 100 99 cM capacity (vehlh) 175 147 620 201 148 707 850 986 Direction, Lane # EB 1 WB 1 NB 1 NB2 NB 3 NB4 SB 1 SB 2 SB 3 SB 4 Volume Total 7 11 2 290 290 5 5 378 378 1 Volume Left 1 4 2 0 0 0 5 0 0 0 Volume Right 3 6 0 0 0 5 0 0 0 1 cSH 226 313 850 1700 1700 1700 986 1700 1700 1700 Volume to Capacity 0.03 0.04 0.00 0.17 0.17 0.00 0.01 0.22 0.22 0.00 Queue Length 95th (ft) 2 3 0 0 0 0 0 0 0 0 Control Delay (s) 21.4 16.9 9.2 0.0 0.0 0.0 8.7 0.0 0.0 0.0 Lane LOS C C A A Approach Delay (s) 21.4 16.9 0.0 0.1 Approach LOS C C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 29.8% ICU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2025 Total PM 1: WCR-40 & US -85 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. '5 tt r '5 tt r Traffic Volume (veh/h) 0 1 4 2 2 7 5 918 3 7 772 2 Future Volume (Vehlh) 0 1 4 2 2 7 5 918 3 7 772 2 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 4 2 2 8 5 998 3 8 839 2 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1365 1866 420 1444 1865 499 841 1001 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1365 1866 420 1444 1865 499 841 1001 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free %a 100 99 99 98 97 98 99 99 cM capacity (veh/h) 101 71 582 90 71 517 790 687 Direction, Lane # EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 5 12 5 499 499 3 8 420 420 2 Volume Left 0 2 5 0 0 0 8 0 0 0 Volume Right 4 8 0 0 0 3 0 0 0 2 cSH 238 182 790 1700 1700 1700 687 1700 1700 1700 Volume to Capacity 0.02 0.07 0.01 0.29 0.29 0.00 0.01 0.25 0.25 0.00 Queue Length 95th (ft) 2 5 0 0 0 0 1 0 0 0 Control Delay (s) 20.5 26.2 9.6 0.0 0.0 0.0 10.3 0.0 0.0 0.0 Lane LOS C D A B Approach Delay (s) 20.5 26.2 0.0 0.1 Approach LOS C D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 35.4% [CU Level of Service A Analysis Period (min) 15 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 3.3 2021 Existing AM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL SBT NBR SBL SBT SBR Lane Configurations Traffic 501,000/h 0 3 3 1 9 1 4 0 1 1 0 3 Future Vol, vehth 0 3 3 1 9 1 4 0 1 1 0 3 Conflicting Peds, #1hr 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 ST Channelized - - None - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, Rio - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 4 4 1 13 1 6 0 1 1 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 14 0 0 8 0 0 24 22 6 23 24 14 Stage 1 - - - - - - 6 6 - 16 16 - Stage 2 - - - - - - 18 16 - 7 8 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1604 - - 1612 - - 987 872 1077 989 869 1066 Stage 1 - - - - - - 1016 891 - 1004 882 - Stage 2 - - - - - - 1001 882 - 1015 889 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1604 - - 1612 - - 982 871 1077 987 868 1066 Mov Cap -2 Maneuver - - - - - - 982 871 - 987 868 - Stage1 - - - - - - 1016 891 - 1004 881 - Stage 2 - - - - - - 996 881 - 1014 889 - Approach EB WB NB SB HCM Control Delay, s 0 0.7 8.6 8.5 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 1000 1604 - - 1612 - - 1045 HCM Lane V/C Ratio 0.007 - - - 0.001 - - 0.005 HCM Control Delay (s) 8.6 0 - - 7.2 0 - 8.5 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 4.3 2021 Existing PM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, vehlh 1 3 4 0 4 0 4 2 1 0 1 2 Future Vol, vehlh 1 3 4 0 4 0 4 2 1 0 1 2 Conflicting Peds, #1hr 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 61 61 61 61 61 61 61 61 61 61 61 61 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 5 7 0 7 0 7 3 2 0 2 3 Major/Minor Majorl Major2 Minor1 Minor2 Conflicting Flow All 7 0 0 12 0 0 23 20 9 22 23 7 Stage 1 - - - - - - 13 13 - 7 7 - Stage2 - - - - - - 10 7 - 15 16 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1614 - - 1607 - - 989 874 1073 990 870 1075 Stage 1 - - - - - - 1007 885 - 1015 890 - Stage2 - - - - - - 1011 890 - 1005 882 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1614 - - 1607 - - 984 873 1073 985 869 1075 Mov Cap -2 Maneuver - - - - - - 984 873 - 985 869 - Stage1 - - - - - - 1006 884 - 1014 890 - Stage 2 - - - - - - 1006 890 - 999 881 - Approach EB WB NB SB HCM Control Delay, s 0.9 0 8.8 8.6 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 960 1614 - - 1607 - - 996 HCM Lane V/C Ratio 0.012 0.001 - - - - - 0.005 HCM Control Delay (s) 8.8 7.2 0 - 0 - - 8.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 3.3 2022 Background AM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NET NBR SBL SET SBR Lane Configurations Traffic Vol, vehlh 0 3 3 1 9 1 4 0 1 1 0 3 Future Vol, vehth 0 3 3 1 9 1 4 0 1 1 0 3 Conflicting Peds, #1hr 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 ST Channelized - - None - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, Rio - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 4 4 1 13 1 6 0 1 1 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 14 0 0 8 0 0 24 22 6 23 24 14 Stage 1 - - - - - - 6 6 - 16 16 - Stage 2 - - - - - - 18 16 - 7 8 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1604 - - 1612 - - 987 872 1077 989 869 1066 Stage 1 - - - - - - 1016 891 - 1004 882 - Stage 2 - - - - - - 1001 882 - 1015 889 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1604 - - 1612 - - 982 871 1077 987 868 1066 Mov Cap -2 Maneuver - - - - - - 982 871 - 987 868 - Stage1 - - - - - - 1016 891 - 1004 881 - Stage 2 - - - - - - 996 881 - 1014 889 - Approach EB WB NB SB HCM Control Delay, s 0 0.7 8.6 8.5 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 1000 1604 - - 1612 - - 1045 HCM Lane V/C Ratio 0.007 - - - 0.001 - - 0.005 HCM Control Delay (s) 8.6 0 - - 7.2 0 - 8.5 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 4.3 2022 Background PM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NET NBR EBL SET SBR Lane Configurations Traffic Vol, vehlh 1 3 4 0 4 0 4 2 1 0 1 2 Future Vol, vehlh 1 3 4 0 4 0 4 2 1 0 1 2 Conflicting Peds, #1hr 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 ST Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 61 61 61 61 61 61 61 61 61 61 61 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 5 7 0 7 0 7 3 2 0 2 3 Major/Minor Majorl Major2 Minor1 Minor2 Conflicting Flow All 7 0 0 12 0 0 23 20 9 22 23 7 Stage 1 - - - - - - 13 13 - 7 7 - Stage 2 - - - - - - 10 7 - 15 16 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1614 - - 1607 - - 989 874 1073 990 870 1075 Stage 1 - - - - - - 1007 885 - 1015 890 - Stage 2 - - - - - - 1011 890 - 1005 882 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1614 - - 1607 - - 984 873 1073 985 869 1075 Mov Cap -2 Maneuver - - - - - - 984 873 - 985 869 - Stage1 - - - - - - 1006 884 - 1014 890 - Stage 2 - - - - - - 1006 890 - 999 881 - Approach EB WB NB SB HCM Control Delay, s 0.9 0 8.8 8.6 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 960 1614 - - 1607 - - 996 HCM Lane TIC Ratio 0.012 0.001 - - - - - 0.005 HCM Control Delay (s) 8.8 7.2 0 - 0 - - 8.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 2.7 2022 Total AM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SET SBR Lane Configurations Traffic Vol, vehlh 0 7 5 1 13 1 6 0 1 1 0 3 Future Vol, vehlh 0 7 5 1 13 1 6 0 1 1 0 3 Conflicting Peds, #fhr 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 ST Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, Rio - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 10 7 1 18 1 8 0 1 1 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 19 0 0 17 0 0 37 35 14 35 38 19 Stage 1 - - - - - - 14 14 - 21 21 - Stage 2 - - - - - - 23 21 - 14 17 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1597 - - 1600 - - 968 857 1066 971 854 1059 Stage 1 - - - - - - 1006 884 - 998 878 - Stage 2 - - - - - - 995 878 - 1006 881 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1597 - - 1600 - - 963 856 1066 969 853 1059 Mov Cap -2 Maneuver - - - - - - 963 856 - 969 853 - Stage1 - - - - - - 1006 884 - 998 877 - Stage 2 - - - - - - 990 877 - 1005 881 - Approach EB WB NB SB HCM Control Delay, s 0 0.5 8.7 8.5 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 976 1597 - - 1600 - - 1035 HCM Lane V/C Ratio 0.01 - - - 0.001 - - 0.005 HCM Control Delay (s) 8.7 0 - - 7.3 0 - 8.5 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 3.3 2022 Total PM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR EBL SET SBR Lane Configurations Traffic Vol, vehlh 1 7 6 0 8 0 6 2 1 0 1 2 Future Vol, vehlh 1 7 6 0 8 0 6 2 1 0 1 2 Conflicting Peds, #lhr 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 ST Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 61 61 61 61 61 61 61 61 61 61 61 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 11 10 0 13 0 10 3 2 0 2 3 Major/Minor Major! Major2 Minor1 Minor2 Conflicting Flow All 13 0 0 21 0 0 36 33 16 36 38 13 Stage 1 - - - - - - 20 20 - 13 13 - Stage 2 - - - - - - 16 13 - 23 25 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1606 - - 1595 - - 970 860 1063 970 854 1067 Stage 1 - - - - - - 999 879 - 1007 885 - Stage 2 - - - - - - 1004 885 - 995 874 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1606 - - 1595 - - 965 859 1063 965 853 1067 Mov Cap -2 Maneuver - - - - - - 965 859 - 965 853 - Stage1 - - - - - - 998 878 - 1006 885 - Stage 2 - - - - - - 999 885 - 989 873 - Approach EB WE NB SE HCM Control Delay, s 0.5 0 8.9 8.7 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 949 1606 - - 1595 - - 985 HCM Lane V/C Ratio 0.016 0.001 - - - - - 0.005 HCM Control Delay (s) 8.9 7.2 0 - 0 - - 8.7 HCM Lane LOS A A A - A - - A HCM 95th 0910 0)009) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 3.1 2025 Background AM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, vehlh 0 3 3 1 10 1 4 0 1 1 0 3 Future Vol, vehth 0 3 3 1 10 1 4 0 1 1 0 3 Conflicting Peds, #1hr 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 ST Channelized - - None - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, Rio - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 4 4 1 14 1 6 0 1 1 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 15 0 0 8 0 0 25 23 6 24 25 15 Stage 1 - - - - - - 6 6 - 17 17 - Stage 2 - - - - - - 19 17 - 7 8 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1603 - - 1612 - - 986 870 1077 987 868 1065 Stage1 - - - - - - 1016 891 - 1002 881 - Stage 2 - - - - - - 1000 881 - 1015 889 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1603 - - 1612 - - 981 869 1077 985 867 1065 Mov Cap -2 Maneuver - - - - - - 981 869 - 985 867 - Stage1 - - - - - - 1016 891 - 1002 880 - Stage 2 - - - - - - 995 880 - 1014 889 - Approach EB WB NB SB HCM Control Delay, s 0 0.6 8.6 8.5 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 999 1603 - - 1612 - - 1044 HCM Lane VIC Ratio 0.007 - - - 0.001 - - 0.005 HCM Control Delay (s) 8.6 0 - - 7.2 0 - 8.5 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 4.3 2025 Background PM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, vehlh 1 3 4 0 4 0 4 2 1 0 1 2 Future Vol, vehlh 1 3 4 0 4 0 4 2 1 0 1 2 Conflicting Peds, #1hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stap 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 61 61 61 61 61 61 61 61 61 61 61 61 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 5 7 0 7 0 7 3 2 0 2 3 Major/Minor Majarl Major2 Minor1 Minor2 Conflicting Flow All 7 0 0 12 0 0 23 20 9 22 23 7 Stage 1 - - - - - - 13 13 - 7 7 - Stage 2 - - - - - - 10 7 - 15 16 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-upHdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1614 - - 1607 - - 989 874 1073 990 870 1075 Stage 1 - - - - - - 1007 885 - 1015 890 - Stage2 - - - - - - 1011 890 - 1005 882 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1614 - - 1607 - - 984 873 1073 985 869 1075 Mov Cap -2 Maneuver - - - - - - 984 873 - 985 869 - Stage1 - - - - - - 1006 884 - 1014 890 - Stage 2 - - - - - - 1006 890 - 999 881 - Approach EB WB NB SB HCM Control Delay, s 0.9 0 8.8 8.6 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 960 1614 - - 1607 - - 996 HCM Lane V/C Ratio 0.012 0.001 - - - - - 0.005 HCM Control Delay (s) 8.8 7.2 0 - 0 - - 8.6 HCM Lane LOS A A A - A - - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 2.6 2025 Total AM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SET SBR Lane Configurations Traffic Vol, vehlh 0 7 5 1 14 1 6 0 1 1 0 3 Future Vol, vehlh 0 7 5 1 14 1 6 0 1 1 0 3 Conflicting Peds, #lhr 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 ST Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, Rio - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 10 7 1 19 1 8 0 1 1 0 4 Major/Minor Majarl Major2 Minor! Minor2 Conflicting Flow All 20 0 0 17 0 0 38 36 14 36 39 20 Stage 1 - - - - - - 14 14 - 22 22 - Stage 2 - - - - - - 24 22 - 14 17 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1596 - - 1600 - - 967 856 1066 970 853 1058 Stage 1 - - - - - - 1006 884 - 996 877 - Stage 2 - - - - - - 994 877 - 1006 881 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1596 - - 1600 - - 962 855 1066 968 852 1058 Mov Cap -2 Maneuver - - - - - - 962 855 - 968 852 - Stage1 - - - - - - 1006 884 - 996 876 - Stage 2 - - - - - - 989 876 - 1005 881 - Approach EB WB NB SB HCM Control Delay, s 0 0.5 8.7 8.5 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 976 1596 - - 1600 - - 1034 HCM Lane V/C Ratio 0.01 - - - 0.001 - - 0.005 HCM Control Delay (s) 8.7 0 - - 7.3 0 - 8.5 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 2: WCR-40 & WCR-31 Intersection Int Delay, slveh 3.3 2025 Total PM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR EBL SET SBR Lane Configurations Traffic Vol, vehlh 1 7 6 0 8 0 6 2 1 0 1 2 Future Vol, vehlh 1 7 6 0 8 0 6 2 1 0 1 2 Conflicting Peds, #lhr 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 ST Channelized - - None - - None - - None - - None Storage Length Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 61 61 61 61 61 61 61 61 61 61 61 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 11 10 0 13 0 10 3 2 0 2 3 Major/Minor Major! Major2 Minor1 Minor2 Conflicting Flow All 13 0 0 21 0 0 36 33 16 36 38 13 Stage 1 - - - - - - 20 20 - 13 13 - Stage 2 - - - - - - 16 13 - 23 25 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - -2.218 - -3.5184.0183.3183.5184.0183.318 Pot Cap -1 Maneuver 1606 - - 1595 - - 970 860 1063 970 854 1067 Stage 1 - - - - - - 999 879 - 1007 885 - Stage 2 - - - - - - 1004 885 - 995 874 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 1606 - - 1595 - - 965 859 1063 965 853 1067 Mov Cap -2 Maneuver - - - - - - 965 859 - 965 853 - Stage1 - - - - - - 998 878 - 1006 885 - Stage 2 - - - - - - 999 885 - 989 873 - Approach EB WE NB SE HCM Control Delay, s 0.5 0 8.9 8.7 HCM LOS A A Minor LanetMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 949 1606 - - 1595 - - 985 HCM Lane V/C Ratio 0.016 0.001 - - - - - 0.005 HCM Control Delay (s) 8.9 7.2 0 - 0 - - 8.7 HCM Lane LOS A A A - A - - A HCM 95th 0910 0)009) 0 0 - - 0 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2021 Existing AM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 2 507 6 16 663 2 5 3 12 1 1 3 Future Vol, vehlh 2 507 6 16 663 2 5 3 12 1 1 3 Conflicting Peds, #lhr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 539 6 17 705 2 5 3 13 1 1 3 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 707 0 0 545 0 0 930 1284 270 1014 1288 353 Stage1 - - - - - - 543 543 - 739 739 - Stage2 - - - - - - 387 741 - 275 549 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 887 - - 1020 - - 222 164 728 193 163 643 Stagel - - - - - - 492 518 - 375 422 - Stage2 - - - - - - 608 421 - 708 515 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 887 - - 1020 - - 217 161 728 185 160 643 Mov Cap -2 Maneuver - - - - - - 405 337 - 337 334 - Stage1 - - - - - - 491 517 - 374 415 - Stage 2 - - - - - - 593 414 - 690 514 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 8.9 9.3 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 941 887 - - 1020 - - 839 HCM Lane V/C Ratio 0.023 0.002 - - 0.017 - - 0.006 HCM Control Delay (s) 8.9 9.1 - - 8.6 - - 9.3 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2021 Existing PM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 0 975 7 13 665 1 8 2 14 1 1 5 Future Vol, vehlh 0 975 7 13 665 1 8 2 14 1 1 5 Conflicting Peds, #lhr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1083 8 14 739 1 9 2 16 1 1 6 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 740 0 0 1091 0 0 1481 1851 542 1310 1858 370 Stage1 - - - - - - 1083 1083 - 767 767 - Stage2 - - - - - - 398 768 - 543 1091 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 862 - - 635 - - 87 73 485 117 73 627 Stage 1 - - - - - - 232 292 - 361 410 - Stage2 - - - - - - 599 409 - 492 289 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 862 - - 635 - - 84 71 485 111 71 627 Mov Cap -2 Maneuver - - - - - - 211 233 - 288 224 - Stage1 - - - - - - 232 292 - 361 401 - Stage 2 - - - - - - 579 400 - 473 289 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 12.4 9.1 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 516 862 - - 635 - - 878 HCM Lane V/C Ratio 0.052 - - - 0.023 - - 0.009 HCM Control Delay (s) 12.4 0 - - 10.8 - - 9.1 HCM Lane LOS B A - - B - - A HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2022 Background AM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 2 515 6 16 673 2 5 3 12 1 1 3 Future Vol, vehlh 2 515 6 16 673 2 5 3 12 1 1 3 Conflicting Peds, #1hr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 548 6 17 716 2 5 3 13 1 1 3 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 718 0 0 554 0 0 945 1304 274 1030 1308 358 Stage1 - - - - - - 552 552 - 750 750 - Stage2 - - - - - - 393 752 - 280 558 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 879 - - 1012 - - 217 159 724 188 158 638 Stagel - - - - - - 486 513 - 369 417 - Stage2 - - - - - - 603 416 - 703 510 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 879 - - 1012 - - 212 156 724 181 155 638 Mov Cap -2 Maneuver - - - - - - 399 333 - 332 330 - Stage1 - - - - - - 485 512 - 368 410 - Stage 2 - - - - - - 588 409 - 685 509 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 9 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 928 879 - - 1012 - - 827 HCM Lane V/C Ratio 0.023 0.002 - - 0.017 - - 0.006 HCM Control Delay (s) 9 9.1 - - 8.6 - - 9.4 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2022 Background PM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 0 990 7 13 675 1 8 2 14 1 1 5 Future Vol, vehlh 0 990 7 13 675 1 8 2 14 1 1 5 Conflicting Peds, #1hr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1100 8 14 750 1 9 2 16 1 1 6 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 751 0 0 1108 0 0 1504 1879 550 1329 1886 375 Stage1 - - - - - - 1100 1100 - 778 778 - Stage2 - - - - - - 404 779 - 551 1108 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 854 - - 626 - - 84 71 479 113 70 623 Stagel - - - - - - 226 286 - 355 405 - Stage2 - - - - - - 594 404 - 486 284 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 854 - - 626 - - 81 69 479 107 68 623 Mov Cap -2 Maneuver - - - - - - 206 228 - 283 220 - Stage1 - - - - - - 226 286 - 355 396 - Stage 2 - - - - - - 574 395 - 467 284 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 12.5 9.2 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 504 854 - - 626 - - 866 HCM Lane V/C Ratio 0.053 - - - 0.023 - - 0.009 HCM Control Delay (s) 12.5 0 - - 10.9 - - 9.2 HCM Lane LOS B A - - B - - A HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2022 Total AM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 2 515 6 18 675 2 5 3 14 1 1 3 Future Vol, vehlh 2 515 6 18 675 2 5 3 14 1 1 3 Conflicting Peds, #lhr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 - 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 548 6 19 718 2 5 3 15 1 1 3 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 720 0 0 554 0 0 950 1310 274 1036 1314 359 Stage1 - - - - - - 552 552 - 756 756 - Stage2 - - - - - - 398 758 - 280 558 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 877 - - 1012 - - 215 158 724 186 157 638 Stage1 - - - - - - 486 513 - 366 414 - Stage2 - - - - - - 599 413 - 703 510 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 877 - - 1012 - - 210 155 724 178 154 638 Mov Cap -2 Maneuver - - - - - - 398 330 - 329 327 - Stage1 - - - - - - 485 512 - 365 406 - Stage 2 - - - - - - 583 405 - 683 509 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 8.6 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 1016 877 - - 1012 - - 820 HCM Lane V/C Ratio 0.023 0.002 - - 0.019 - - 0.006 HCM Control Delay (s) 8.6 9.1 - - 8.6 - - 9.4 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2022 Total PM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 0 992 7 15 675 1 8 2 16 1 1 5 Future Vol, vehlh 0 992 7 15 675 1 8 2 16 1 1 5 Conflicting Peds, #lhr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1102 8 17 750 1 9 2 18 1 1 6 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 751 0 0 1110 0 0 1512 1887 551 1336 1894 375 Stage1 - - - - - - 1102 1102 - 784 784 - Stage2 - - - - - - 410 785 - 552 1110 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 854 - - 625 - - 83 70 478 112 69 623 Stage1 - - - - - - 226 286 - 352 402 - Stage2 - - - - - - 589 402 - 486 283 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 854 - 625 - - 80 68 478 105 67 623 Mov Cap -2 Maneuver - - - - - - 206 227 - 280 217 - Stage1 - - - - - - 226 286 - 352 391 - Stage 2 - - - - - - 566 391 - 464 283 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 12 9.2 HCM LOS B A Minor LanelMaior Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 546 854 - - 625 - - 856 HCM Lane V/C Ratio 0.053 - - - 0.027 - - 0.009 HCM Control Delay (s) 12 0 - - 10.9 - - 9.2 HCM Lane LOS B A - - B - - A HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2025 Background AM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 2 539 6 17 705 2 5 3 13 1 1 3 Future Vol, vehlh 2 539 6 17 705 2 5 3 13 1 1 3 Conflicting Peds, #1hr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 - 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 573 6 18 750 2 5 3 14 1 1 3 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 752 0 0 579 0 0 989 1365 287 1078 1369 375 Stage1 - - - - - - 577 577 - 786 786 - Stage2 - - - - - - 412 788 - 292 583 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 853 - - 991 - - 201 146 710 173 145 623 Stage 1 - - - - - - 469 500 - 351 401 - Stage2 - - - - - - 588 400 - 692 497 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 853 - 991 - - 196 143 710 166 142 623 Mov Cap -2 Maneuver - - - - - - 384 319 - 316 316 - Stage1 - - - - - 468 499 - 350 394 - Stage 2 - - - - - - 573 393 - 673 496 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 8.9 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 936 853 - - 991 - - 790 HCM Lane V/C Ratio 0.024 0.002 - - 0.018 - - 0.007 HCM Control Delay (s) 8.9 9.2 - - 8.7 - - 9.6 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2025 Background PM 11109/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 0 1036 7 14 707 1 9 2 15 1 1 5 Future Vol, vehlh 0 1036 7 14 707 1 9 2 15 1 1 5 Conflicting Peds, #1hr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1151 8 16 786 1 10 2 17 1 1 6 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 787 0 0 1159 0 0 1577 1970 576 1395 1977 393 Stage1 - - - - - - 1151 1151 - 818 818 - Stage2 - - - - - - 426 819 - 577 1159 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 828 - - 599 - - 74 62 460 101 61 606 Stagel - - - - - - 211 271 - 336 388 - Stage2 - - - - - - 577 388 - 469 268 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 828 - - 599 - - 72 60 460 95 59 606 Mov Cap -2 Maneuver - - - - - - 192 215 - 266 205 - Stage1 - - - - - - 211 271 - 336 378 - Stage 2 - - - - - - 555 378 - 448 268 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 13.3 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 463 828 - - 599 - - 810 HCM Lane V/C Ratio 0.062 - - - 0.026 - - 0.01 HCM Control Delay (s) 13.3 0 - - 11.2 - - 9.5 HCM Lane LOS B A - - B - - A HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, s/veh 0.3 2025 Total AM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r '5 +1' r Traffic Vol, vehlh 2 539 6 19 707 2 5 3 15 1 1 3 Future Vol, vehlh 2 539 6 19 707 2 5 3 15 1 1 3 Conflicting Peds, #lhr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 - 2 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 573 6 20 752 2 5 3 16 1 1 3 MajorlMinor Majorl Major2 Minorl Minor2 Conflicting Flow All 754 0 0 579 0 0 994 1371 287 1084 1375 376 Stage1 - - - - - - 577 577 - 792 792 - Stage2 - - - - - - 417 794 - 292 583 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 852 - - 991 - - 199 145 710 171 144 622 Stage1 - - - - - - 469 500 - 349 399 - Stage2 - - - - - - 584 398 - 692 497 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 852 - - 991 - - 194 142 710 163 141 622 Mov Cap -2 Maneuver - - - - - - 382 317 - 314 314 - Stage1 - - - - - - 468 499 - 348 391 - Stage 2 - - - - - - 568 390 - 671 496 - Approach EB WB NB SB HCM Control Delay, s 0 0.2 8.6 9.6 HCM LOS A A Minor LanelMaior Mvrnt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (vehlh) 1020 852 - - 991 - - 785 HCM Lane V/C Ratio 0.024 0.002 - - 0.02 - - 0.007 HCM Control Delay (s) 8.6 9.2 - - 8.7 - - 9.6 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 4: WCR-33 & US -85 Intersection Int Delay, slveh 0.3 2025 Total PM 11/29/2021 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR EBL SET SBR Lane Configurations "1 +1' r '5 '5+ '5 45 45 Traffic Vol, vehlh 0 1038 7 16 707 1 9 2 17 1 1 5 Future Vol, vehlh 0 1038 7 16 707 1 9 2 17 1 1 5 Conflicting Peds, #fhr 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 - - Yield - - Yield Storage Length 450 - 225 325 - 200 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 2 2 - Grade, Rio - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 1153 8 18 786 1 10 2 19 1 1 6 Major/Minor Majarl Major2 Minor1 Minor2 Conflicting Flow All 787 0 0 1161 0 0 1583 1976 577 1400 1983 393 Stage1 - - - - - - 1153 1153 - 822 822 - Stage 2 - - - - - - 430 823 - 578 1161 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap -1 Maneuver 828 - - 597 - - 73 61 460 100 61 606 Stage 1 - - - - - - 210 270 - 334 386 - Stage 2 - - - - - - 574 386 - 468 268 - Platoon blocked, % - - - - Mov Cap -1 Maneuver 828 - - 597 - - 70 59 460 93 59 606 Mov Cap -2 Maneuver - - - - - - 191 214 - 264 204 - Stage1 - - - - - - 210 270 - 334 374 - Stage 2 - - - - - - 550 374 - 445 268 - Approach EB WO NB SB HCM Control Delay, s 0 0.2 12.7 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLnl Capacity (vehlh) 496 828 - - 597 - - 806 HCM Lane V/C Ratio 0.063 - - - 0.03 - - 0.01 HCM Control Delay (s) 12.7 0 - - 11.2 - - 9.5 HCM Lane LOS B A - - B - - A HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0 Synchro 11 Report Page 1 HCM 6th TWSC 5: Access & WCR-40 Intersection Int Delay, s/veh 2.8 2022 Total AM 11/29/2021 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '. 4 V Traffic Vol, veh/h 6 4 5 10 1 5 Future Vol, vehlh 6 4 5 10 1 5 Conflicting Peds, #Ihr 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 4 5 11 1 5 MajorlMinor Majorl Major2 Minor1 Conflicting Flow All 0 0 11 0 30 9 Stage 1 - - - - 9 - Stage2 - - - - 21 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - - 1608 - 984 1073 Stage 1 - - - - 1014 - Stage2 - - - - 1002 - Platoon blocked, % - - - Mov Cap -1 Maneuver - - 1608 - 981 1073 Mov Cap -2 Maneuver - - - - 981 - Stage1 - - - 1014 - Stage 2 - - - - 999 - Approach EB WB NB HCM Control Delay, s 0 2.4 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 1056 - - 1608 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 8.4 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Synchro 11 Report Page 1 HCM 6th TWSC 5: Access & WCR-40 Intersection Int Delay, s/veh 3.8 2022 Total PM 11/29/2021 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '. 4 V Traffic Vol, veh/h 8 1 5 7 4 5 Future Vol, vehlh 8 1 5 7 4 5 Conflicting Peds, #lhr 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 1 5 8 4 5 MajorlMinor Majorl Major2 Minor! Conflicting Flow All 0 0 10 0 28 10 Stage 1 - - - - 10 - Stage2 - - - - 18 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - - 1610 - 987 1071 Stage 1 - - - - 1013 - Stage2 - - - - 1005 - Platoon blocked, % - - - Mov Cap -1 Maneuver - - 1610 - 984 1071 Mov Cap -2 Maneuver - - - - 984 - Stage1 - - - - 1013 - Stage 2 - - - - 1002 - Approach EB WB NB HCM Control Delay, s 0 3 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 1031 - - 1610 - HCM Lane V/C Ratio 0.009 - - 0.003 - HCM Control Delay (s) 8.5 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Synchro 11 Report Page 1 HCM 6th TWSC 5: Access & WCR-40 Intersection Int Delay, s/veh 2.7 2025 Total AM 11/29/2021 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '. 4 V Traffic Vol, veh/h 6 4 5 11 1 5 Future Vol, vehlh 6 4 5 11 1 5 Conflicting Peds, #Ihr 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 4 5 12 1 5 MajorlMinor Majorl Major2 Minor! Conflicting Flow All 0 0 11 0 31 9 Stage 1 - - - - 9 - Stage2 - - - - 22 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - - 1608 - 983 1073 Stage 1 - - - - 1014 - Stage2 - - - - 1001 - Platoon blocked, % - - - Mov Cap -1 Maneuver - - 1608 - 980 1073 Mov Cap -2 Maneuver - - - - 980 - Stage1 - - - 1014 - Stage 2 - - - - 998 - Approach EB WB NB HCM Control Delay, s 0 2.3 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 1056 - - 1608 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 8.4 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Synchro 11 Report Page 1 HCM 6th TWSC 5: Access & WCR-40 Intersection Int Delay, s/veh 3.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '. 4 V Traffic Vol, veh/h 9 1 5 7 4 5 Future Vol, vehlh 9 1 5 7 4 5 Conflicting Peds, #lhr 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 1 5 8 4 5 2025 Total PM 11/29/2021 MajorlMinor Majorl Major2 Minorl Conflicting Flow All 0 0 11 0 29 11 Stage 1 - - - - 11 - Stage2 - - - - 18 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - - 1608 - 986 1070 Stage 1 - - - - 1012 - Stage2 - - - - 1005 - Platoon blocked, % - - - Mov Cap -1 Maneuver - - 1608 - 983 1070 Mov Cap -2 Maneuver - - - - 983 - Stage1 - - - 1012 - Stage 2 - - - - 1002 - Approach EB WB NB HCM Control Delay, s 0 3 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (vehlh) 1030 - - 1608 - HCM Lane V/C Ratio 0.009 - - 0.003 - HCM Control Delay (s) 8.5 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - Synchro 11 Report Page 1 MEMORANDUM TO: Department of Planning, Weld County File — WAR 40 Soil Mine — FROM: Civil Resources, LLC DATE: August 3, 2021 RE: Use By Special Review Questionnaires) 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. ENVIRONMENTAL HEALTH QUESTIONNAIRE Answer the following questions per the Weld County Code, Chapters 14, 23 and 30. Please type on a separate sheet. If a question does not pertain to your proposal, please respond with an explanation - do not leave questions blank. Responses in bold. 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 waterbill. — Bottled water. 2. Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? If utilizing an existing on -site wastewater treatment system, provide the on -site wastewater treatment permit number. (If there is no on -site wastewater treatment permit due to the age of the existing on -site wastewater treatment system, apply for a on -site wastewater treatment permit through the Department of Public Health and Environment prior to submitting this application.) If a new on -site wastewater treatment system will be installed, please state "a new on -site wastewater treatment system is proposed. " (Onlypropose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy.) — Portable toilets will be used. 3. If storage or warehousing is proposed, what type of items will be stored? - NA 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. -NA 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. There will be no fuel storage onsite. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. There will be no washing onsite. 7. If there will be floor drains, indicate how the fluids will be contained. - NA 8. Indicate if there will be any air emissions (e.g. painting, oil storage, etc.). - There will be no air emissions. The operator is looking into an APEN Permit through the CDPHE for dust control purposes. 9. Provide a design and operations plan if applicable (e.g. composting, landfills, etc.). - The entire DBMS permit submittal plan Exhibits are attached. 10. Provide a nuisance management plan if applicable (e.g. dairies, feedlots, etc.). — NA. 11. Additional information may be requested depending on type of land use requested. - Acknowledged. June 4, 2021 Lauren Light, M.B.S. Program Manager/Environmental Planner, Environmental Health Services Weld County Department of Public Health & Environment 1555 N. 17th Ave. Greeley, CO 80631 RE: WCR 40 Soil Mine — Noise Ms. Light, Per the Weld County Use by Special Review (USR) process in reference to the WCR 40 Mine (Mine/Site), Hunt Farms (Miner) is required to perform a noise assessment. Below is a discussion of allowable noise levels per the Weld County Code and background data related to noise along with the current and future noise generated at the site. Background Noise Data The proposed mine is located in an Agriculturally Zoned area within Weld County. The Site is approximately 500 feet east of the Burlington Northern Railroad and 750 feet east of US Highway 85. This site is directly adjacent (south) of Weld County Road 40. The maximum permissible noise levels Table from the Weld County Code Section 14-9-40 is presented below for reference purposes. Land Use Maximum Noise (dB(A)) 7:00 a.m. - 9:00 p.m. Maximum Noise (PE(A)) 9:00 p.m. - 7:00 a.m. Residential Property or Commercial Area 55 dB(A) 50 dB(A) Industrial Area or Construction Activities 80 08(A) 75 dB(A) Nonspecified Areas 55 08(A) 50 dB(A) Current Noise Impacts The area is an active farm, which typically includes tractors, semi -trucks and farm machinery. Farming activities run very close to year-round as the land owner irrigates the farm in the summer and harvests crops twice per season. The farm is tilled in late fall and replanted in early spring. As a result tractors continuously run 50 feet or closer next to the adjacent properties along the perimeter of the Site. Below is a Table showing the noise from tractors and other heavy machinery. Equipment Noise Level Table Equipment level dB (A) Tractor too -too Loader/Dozer 80 -115 Rail Train 22-122 Highway 70 - 80 Notes: Noise values vary and are Leq. Sources are stated below. tittpe://www.nre.gee/rvee/uL18Q5/uL18Q59u141.pdt http:lfag rilife.orgfagsafetylfilesf2011 f06f HEAR ING-LOSS-P ROTECTION3.pdf https:lfwww.ncbl. n1 rn. n ih.goviprncla rticiesfP MC3896847f#:-:text=The%20nolse%201evels%2Ci n%2Cthe,to%2092%20d B(A).&text=3D%2Onolse%2Orna p%2Oof%20the%20tr a! n%20passi ng%20without%2061owi ngv20its%20horn. As reported in the Table above tractors and loaders have very similar noise output. Shown for reference is noise output from railroads and highways as the Site is located very close to both the highway and the railroad. Future Noise Impacts There will be a 100' buffer in areas adjacent to residents and towards the property line around the entire Site. The Miner intends to mine soil approximately two -feet deep which in turn reduces the noise output further. The Equipment Noise Level Table shows loaders, tractors and bull dozers have very similar noise outputs. As a result of the equipment being buffered from the surrounding properties and being further below grade the noise output should be less than or equal to that of the farm machinery that is currently used onsite. Additional ways to mitigate noise is to place berms around the active excavation area, keep equipment maintained and install mufflers. The miner intends to use all of these mitigation methods to help reduce noise to surrounding property owners. Sincerely, Civil Resources, LLC Andy Rodriguez, P.E. Project Manager r:\Hunt Farms-306\wCR 401wecd countTnoise\noise.doc May 3, 2021 David Hunt Property Owner RE: Legal Right to Enter Dear Mr. Hunt: In exchange for good and valuable consideration, in hand paid, David Hunt hereby grants to Hunt Farms the right to enter into the real property situated between the towns of Platteville (to the south) and Gilcrest (to the northeast). The site is located within the northeast'/ of Section 33, Township 4 North, Range 66 West of the 6th Principal Meridian. The site is generally bounded on the north by the Weld County Road 40, on the south by farmland, the east and west by Weld County Road 31 and a feedlot, respectively. You and your officers, employees, contractors, and agents have permission to enter upon the Property for all purposes, including the exploration for gravel, sand and aggregate. We hereby confirm that you have authority and right to execute all documents required to apply for and obtain permits and the like to mine gravel, sand and aggregate on the Property. . David Hunt 0 David Hunt - Hunt Farms STATE OF COLORADO ss. COUNTY OF WELD .1 ii The foregoing instrument was acknowledged before me on by David Hunt, as Owner of the property. Witness my hand and seal. My commission expires: `11 t?{702.3 ANDREW RODRIGUEZ NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20114053878 My Commissbn Expires September 12, 2023 iw[ary ruuiuc EMERGENCY ACTION PLAN Weld County Emergency Action Plan —HUNT FARMS WCR 40 SOIL MINE Facility ction Hunt Farms — WCR 40 Soil Mine Weld County Emergency Action Plan —HUNT FARMS WCR 40 SOIL MINE 1. Name: 2. Location: Hunt Farm. 14692 County Road 40, Gilcrest, CO. 80651 GPS: 40.2754002, -104.7782862) 3. Emergency Telephone Numbers: 4. 5 Facility Primary: Facility Secondary: Fire District Day/Night (970) 737-2437 (970)-534-0917 911 Mountain View Fire Protection District Ambulance Service Area 911 Mountain View Fire Protection District Weld County Regional Communications Center Other 911 911 911 911 Chemtrec (Chemical transportation Emergency Center) (800) 424-9300 Agency Notification Non -Emergency: Phone# Fire Department/District: Platteville-Gilcrest F.F.D. Ambulance Service Area: Platteville-Gilcrest F.P.D. Law Enforcement Agency: Weld County Sheriff's Office Communication Center Office of Emergency management Surrounding Occupancies & Land Use On site houses and farm buildings. 2 — 3 houses and outbuildings. (970) 785-2232 (970) 785-2232 970 356-4015 970-350-9600 970-304-6540 Weld County Emergency Action Plan —HUNT FARMS WCR 40 SOIL MINE - Adjacent properties to the east with residential buildings and to the west with an office and garage/shop. A majority of property surrounding the site is agricultural. 6. 7 8 ii Personal Protective Equipment Available: Location Self -Contained breathing apparatus: Fire Department Spare compressed breathing air bottles: Fire Department Rubber or neoprene boots: Cu Site Rubber Gloves: On Site Lined turnout coats and pants: Fire Department Face Shield or similar protection: Fire Department/On Site Location of Emergency Equipment & Supplies: Phoned Heavy Equipment Contractor/Rental 1. Sunbelt Rentals 4046 Joe Collier Dr 303-828- Decono, CO 80514 9600 2. Wagner Equipment 6032 W. 26kh St; Greeley, 970 -339 - CO 80634 5850 Various heavy machinery. Portable water pumps Sandbags Location & Types of Water Supplies: Active water well on adjacent feedlot property. Transportation routes: On Site NIA Sand/Soil available on site Site access is via Weld County Road 40. The site can then be entered from the north via Weld County Road 40. Weld County Emergency Action Plan —HUNT FARMS WCR 40 SOIL MINE 10. Action Items and Response: 1. Minimal chance of fire from a piece of equipment. 2. Heavy machinery accident. 11. Coordination with First Responder Agencies: EHS representative and first responders met on Date to review emergency plan and tour facility. Tier II report current Y/N. Other Hazardous materials stored on site if non - Tier II Facility? 1. NA 12. Safety and Training Review: Each year, all employees are provided with all necessary information concerning the proper handling of a chemical spill or accident. This information shall be in the form of a review sheet detailing proper procedures, which shall be signed and dated by each employee when all items are understood. Also, proper use of cleanup and containment tools and procedures will be demonstrated as necessary. Any new or updated information or procedures will be taught to employees immediately when applicable. Facility Manager: David Hunt Fire Dept. Official Date: Date: Weld County OEM Date: JJJ _ • ,3y I jl r ml _ _ : _____ 6 �-1 r r Mr r.; a � a �.. P 1 . —f y: InaF' ,ya',i 11 IISL Ilk. - -'-n r:7i Crest .` t � AID, < [ a tA t yJ i _u 1 333I : 4 5 r i Google Earth © 2020 Go®gle ryJ iF Y 11 i' V r _- t. �N 4 • R� fl . :r lam_ I �fb ♦I wr Ali JL II —1 I '. ;:±1c .. 1n Notice of Inquiry Weld County Pre -application Case # PRE21-0086 Date of Inquiry 3/19/2021 Municipality Gilcrest CPA Name of Person Inquiring David Hunt and Andy Rodriguez Property Owner David Hunt and Kayleen Hunt Planner Michael Hall Planner Phone Number (970) 400-3528 Planner Email Address mhall@weldgov.com Legal Description Lot B of RECX14-0042 & Lot B of AM RE -993 Parcel Number 105733100065 & 105733100049 Nearest Intersection CR 31 & CR 40 Type of Inquiry USR - Mine for soils (150+/- acres) The above person met with County Planning staff about developing a Intergovernmental AgreementiCoordinated Planning Agreement Boundary. County Planner's signature parcel of land inside your designated Would you like to pursue annexation of this property? NO YES Date of Contact Comments: ignat e o unici _ity Representative itle Da Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services. Weld County Planning Department 1555 N 17th Ave, Greeley, CO 80631 ~ (970) 400-6100 - (970) 304-6498 Fax 20181107 Notice of Inquiry Weld County Pre -application Case # PRE21-0086 Date of Inquiry 3/19/202 1 Municipality Platteville CPA Name of Person Inquiring David Hunt and Andy Rodriguez Property Owner David Hunt and Kayleen Hunt Planner Michael Hall Planner Phone Number (970) 400-3528 Planner Email Address mhall@weldgov.com Deli Lot B of RECX14-0042 & Lot B of AM RE -993 Parcel Number 105733100065 & 105733100049 Nearest Intersection CR 31 & CR 40 Type of Inquiry USR - Mine for soils (150+1- acres) The above person met with County Planning staff about developing a parcel of land inside your designated Intergovernmental AgreementtCoordinated Planning Agreement Boundary. County Planner's signature Would you like to pursue annexation of this property? NO X YES Date of Contact Aug. 3, 2021 Comments: The Town of Platteville is not interested in annexing this property, but does support a road maintenance agreement as long as the intersection exists. CD 21 end Ide DC 22 for�CR 31 and the CR 32 intersection /"Ie&oa t000'r� t Town Planner Aug. 3, 2021 Signature of Municipality Representative Title Date Please sign and date to acknowledge that the applicant has contacted you and return this signed form to Weld County Department of Planning Services. Weld County Planning Department 1555 N 17th Ave, Greeley, CO 80631 ~ (970) 400-6100 ~ (970) 304-6498 Fax scsi101§10n Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 3/23/21 Municipality with CPA or IGA Platteville CPA Name of Person Inquiring Property Owner Planner Michael Hall mhall@weldgov.com Legal Description Parcel Number Nearest Intersection 14460 WCR 40, Platteville CO Type of Inquiry Soil Mining The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weld County Code for specifics on your agreement. Weld County Comments ANNEXATION INTEREST? The Town of Platteville is not interested in annexing this property. Name/Title of Municipality Representative Melissa Kendrick, Town Planner Municipality Comments Signature of Weld County Planner Signature of Municipality Representative Please return the signed form by to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 (9701304-6498 fax Weld County Treasurer Statement of Taxes Due Account Number R6910697 Parcel 105733100049 Legal Description Situs Address PT S2NE4 33-4-66 LOT B AMD REC EXEMPT RE -993 (.32RI f Account: R6910697 HUNT DAVID W 14460 COUNTY ROAD 40 PLATTEVILLE, CO 80651-8527 I. Year Tax Adjustments Interest Fees Payments Balance • Tax Chargc 2020 $986.96 $0.00 $0.00 $0.00 ($986.96) $0.00 Total Tax Charge $0,00 Grand Total Due as of 07/30/2021 $0.00 Tax Billed at 2020 Rates for Tax Area 2192 - 2192 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15.0380000* $29098 AG -FLOOD $66,099 $19,170 SCHOOL DIST RE 14.6920000* $284.29 IRRRIGATED LAND NORTHERN COLORADO WATER 1.0000000 $19.35 AG -DRY FARM LAND $635 $180 (NC Total $66,734 $19,350 CENTRAL COLORADO WATER 1.1560000 $22.37 (CCW CENTRAL COLORADO WATER 2.1510000 $41.62 SUBD PLATTEVILLE-GILCREST FIRE 7.4820000 $144.78 AIMS JUNIOR COLLEGE 63050000 $122.01 HIGH PLAINS LIBRARY 3-1810000 $61.56 Taxes Billed 2020 51.0050000 $986,96 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE Weld County Treasurer's Office 1400 N 17th Avenue PO Box 458 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. Si Date; l 2O. 2O2L Andy Rodriguez From: Jonnalynn McEnroe Gomes <jmcenroe@weldgov.com> Sent: Tuesday, September 21, 2021 2:05 PM To: Andy Rodriguez Subject: RE: USR requirement Hi Andy, Both of these accounts are paid in full. Thank you, Jonna &mma-4nn cMvQranroe Office Technician Weld County Treasurer's Office 1400 N 17°h Ave Greeley, CO 80631 Office Main: 970-400-3290 Direct Line: 970-400-3262 imcenroe@weldgov.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Andy Rodriguez <andy@civilresources.com> Sent: Tuesday, September 21, 2021 1:45 PM To: Jonnalynn McEnroe Gomes <jmcenroe@weldgov.com> Subject: RE: USR requirement Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Jonna, Can you confirm that the taxes were paid for these two parcels? Bold and highlighted below. 105733100064 and 105733100065 1 Thanks, Andy From: Jonnalynn McEnroe Gomes <jmcenroe@weldgov.com> Sent: Friday, July 30, 2021 2:59 PM To: Andy Rodriguez <andv@civilresources.com> Subject: RE: USR requirement Si Andy, I have attached the signed statement of taxes due for parcel 105733100049. The other two parcels are new parcels for the 2021 tax year, so we won't have any tax information on those parcels until next year. Please let me know if you have any other questions. Thank you, Jonna 0Yssnna nn cucaP2AW Office Technician Weld County Treasurer's Office 1400 N 17vh Ave Greeley, CO 80631 Office Main: 970-400-3290 Direct Line: 970-400-3262 jmcenroe(a. weldgov.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Andy Rodriguez <andy@civilresources.com> Sent: Friday, July 30, 2021 1:31 PM To: Jonnalynn McEnroe Gomes <imcenroe@weldgov.com>; Treasurer <Treasurer@co.weld.co.us> Subject: USR requirement Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. To Whom it May Concern, I was looking through the USR submittal requirements and one of the requirements is: 2 A signed Statement of Taxes from the County Treasurer showing no delinquent property taxes for the area referred to in the application materials. Can you send me this requirement? The relevant parcels are: Parcel Number: 105733100001 Parcel Number: 105733100002 Parcel Number: 105733100049 Thanks, Andy Rodriguez, P.E. Please note our new address below: Civil Resources, LLC 8308 Colorado Blvd Suite 200 Firestone, CO 80504 Phone: 303 833 1416 x202 Cell: 303 909 0776 www.civi l resou rces.co m 3 Hello