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Home My WebLink About20173507.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17N AVENUE * GREELEY, CO 80631 vwvw.weldgovtc_om * 970-353-6100 EXT' 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT UE: DATE RECEIVED: AMOUNT CASE # ASSIGNED; APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number*: 0 7 0 5 1 6- 0- 0 0- 0 5 4 Address of site: Weld County, CO Legal Description: 23882-D RT W2 187 67 LYING N OF LARJMER COUNTY CANAL EXC PT Pf-47ThO AS VALLEY VIEW ACRES (IMPS ONLY - PIN #0719686) (3.75D 10R MR) Zone District: Agricultural Acreage: 17 FEE OWNER(S) OF THE PROPERTY: Name: Cactus Hill Ranch CO Section: 16 Township: p: 07 N Range: 64 W Floodplain:OY N Geological Hazard:OY Airport O rlayf: Y Company: Phone #: Street Address: PO Box 691 Email: City/State/Zp Code: Windsor, CO 805500691 Name: Company: Phone #: Street Address: Email: City/State/Zip Code: Name: Company: Phone it: Street Address: Email: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below Authorization must accorrpanyatl applications signed byAuthcrizedAgents) Name: Anne Johnson for John Pinello with Simon Contractors Company: Tetra Tech Phone #: 720-864-4555 Email: Anne.Johnson@tetrateeh.com Street Address: 1900 South Sunset Street, Suite 1-E City/State/Zp Code: PROPOSED USE: Longmont, CO 80501 Development of a permanent asphalt and ready -mix concrete plants along with appurtenant facilities to include an office, truck traffic and material stockpiles. I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submifted with or contained within the application are true and correct to the best of my (our}knowledge, Signatures of all fee owners of property mustsign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating thatthe signatory has to legal authorityto sign for the corporation. k/I12 Vipl7 Signature: Owner air Authorized Agent Date ignature: Owner or Authorized Agent Date ih ban Print Name Print Name Rev 4/2016 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 Anne Johnson and other I,(We), Cactus Hill Ranch CC , give permission to Tetra Tech employees (Owner — please print) (Applicant/Agent please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: 8449 County Road 80.5 Weld County, CO Legal Description: . of Section ........16 .......... , Township 1 N, Range 67 w Subdivision Name: Lot Block Property Owners Information: Phone: E-mail: Applicant/Agent Contact Information: Phone; 720-864-4555 E -Mail: Anne.Johnsontetratech.com Email correspondence to be sent to; Owner Applicant/Agent Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent Additional Info: Tetra Tech is working on behalf of Simon Contractors who will be leasing the land from the land owner. Simon Contractors is applying for a land use application(s) on this property. Owner Signature Date: &frek 1 / :2P J Owner Signature: Date: Simon Contractors Company Severance Asphalt and Ready -Mix Concrete Plants USR. Questionnaire Planning Questions 1. Explain, in detail, the proposed use of the property. Simon Contractors Company (Simon) is proposing the development of the Severance Asphalt and Ready -Mix Concrete Plants. The proposed facility is located on Weld County Road 80.5, approximately 1A mile south of State Highway 14 and adjacent to and east of State Highway 257. The Assessor's Parcel number for the overall parcel is 0705 16 0 000 54. The facility was granted a Use by Right for a temporary asphalt plant associated with a specific CDOT project. The uses proposed through this request is for permanent asphalt and ready -mix concrete plants, an office and shop, truck and employee parking, crushing and screening, as well as material stock piles. Simon Contractors Company (Simon) is a company owned by Colas USA, a construction engineering company. Simon has operations in Wyoming, South Dakota, Western Nebraska and Northern Colorado and provides a number of services including Asphalt and Asphalt Paving, Ready -Mix Concrete, Bridge Construction, Utility Construction, and Concrete Construction. The site was selected due to proximity to the State Highways as well as growing communities. The Severance facility will be used to provide Simon's excellent services to Northern Colorado. This facility will provide Asphalt and Ready -Mix Concrete products to any number of potential Weld County and Northern Colorado customers both in the public and private sectors. Simon anticipates receiving aggregate to the site from Southern Wyoming, unless a more cost effective local source is secured. Aggregate received at the site will include crushed stone, sand, gravel, and recycled asphalt product. Simon would like to employ drivers and plant operators at this location from the immediate vicinity. It is estimated that up to 60 new jobs could be generated from this development. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Sec. 22-2-10. B. The intent of the agricultural Goals is to support all forms of the agricultural industry and, at the same time, to protect the rights of the private property owners to convert their agricultural lands to other appropriate land uses. The proposed facility would allow the land owners to convert their agricultural lands to an appropriate land use (natural resource materials processing) that supports the economic goals of Weld County and the communities of northern Colorado. The facility was granted a Use by Right for a temporary asphalt plant associated with a specific CDOT project on May 4, 2017. The facility has been designed to accommodate truck traffic as well as material stock piles. The proposed facility has been designed to fit within the narrow site. Due to the location along State Highways 14 and 257, the site is conducive to development into business activities that require highway access. The site especially makes sense for Simon's business of providing construction materials due to the amount of economic development and construction activity occurring in Weld County and northern Colorado. I. A.Goal 9. Reduce potential conflicts between varying land uses in the conversion of traditional agricultural lands to other land uses. AND (.Goal 5. New industrial uses or expansion of existing industrial uses should meet existing federal, state and local policies and legislation. AND 1 I.Policy 5.1. Industrial uses should be evaluated using criteria, including but not limited to the effect the industry would have on air and water quality, natural drainage ways, soil properties and natural patterns and suitability of the land. Simon's business of supplying aggregate product, concrete, and asphalt directly benefits the agricultural industry as many agricultural business depend on these products to operate their business. Locating along Highway 257 and with easy access to State Highway 14, Simon Contractors is positioned to easily provide construction materials cost-effectively to private and public clients in the vicinity. The agricultural land being removed from production was flood irrigated and classified as "Non -Prime, Irrigated" land. The property has easy access to federal, state and local highways and roads that connect the site to areas planned for future development including growing northern Colorado municipalities such as Eaton, Fort Collins, Windsor, and Severance. Potential impacts on the surrounding properties are being mitigated by Simon Contractors. • Traffic will be routed west on Weld County Road 80.5. Unless a local delivery necessitates traffic travel east on Weld County Road 80.5, all traffic is routed to the west. There will be minimal impact to the county road network as a result of this application. • Berms along State Highway 257 have been seeded. The berms screen the property from travelers along State Highway 257. • A Dust Mitigation Plan has been developed as part of this application. Simon has been working with Weld County Public Works regarding watering WCR 80.5 and has offered to blade the road too. • An APEN permit is associated with the mobile asphalt batch plant, and an APEN permit will be obtained for permanent facilities to protect air quality. • Noise mitigation has been designed into the operation features of the site including power supply. Generators will only be used when necessary. All other power will be line -fed. • Water conservation and water quality measures have been incorporated into the facility design and engineering documents. A.Policy 7.3. Conversion of agricultural land to urban residential, commercial and industrial uses should be considered when the subject site is located inside an Intergovernmental Agreement area, Urban Growth Boundary area, Regional Urbanization Area or Urban Development Nodes, or where adequate services are currently available or reasonably obtainable. A municipality's adopted comprehensive plan should be considered, but should not determine the appropriateness of such conversion. AND A.Policy 9.2. Consider the individuality of the characteristics and the compatibility of the region of the County that each proposed land use change affects, while avoiding requirements that do not fit the land use for that specific region. AND A.Policy 9.5. Applications for a change of land use in the agricultural areas should be reviewed in accordance with all potential impacts to surrounding properties and referral agencies. Encourage applicants to communicate with those affected by the proposed land use change through the referral process. The proposed project site was carefully selected by Simon because it meets many of the site selection criteria identified by Simon that are necessary to support the facility. Specifically, the property is conveniently located along Highway 257, a major north -south highway and is just south of State Highway 14, a major east -west highway. Furthermore, the site is located in the region where a significant amount of construction activity is taking place that is demanding construction materials (aggregate, concrete, and asphalt), all of which will be generated at this proposed facility. The proposed facility is located within the Intergovernmental Agreement Area (IGA) between Weld County and the Town of Severance. The site is located Y2 mile south of an area with a land use 2 designation of Development Node. Development Nodes are identified as areas "where commercial, mixed -use or urban style development may be appropriate outside and away from the town core". Simon Contractors desires to be good neighbors and is looking to establish lasting connections with surrounding municipalities in the area of the project. In the spirit of this ethos, Simon Contractors, although not required to, met with the Town of Windsor Planning Director on July 7. The Planning Director did not express concerns for this application at the time of meeting. The intent of the meeting was to discuss haul routes and techniques to route traffic away from the Town of Windsor for delivery of product to projects that are not located within the Town of Windsor city limits. Simon met with representatives from the Town of Severance on June 29, 2017 and the Town Planner attended the Open House held on July 10. A letter of support from the Town of Severance is included with application materials. A preliminary site plan review meeting was held with the Windsor Severance Fire and Rescue Marshall. Preliminary requirements have been incorporated into the Site Plan. A. Goal 8. Ensure that adequate services and facilities are currently available or reasonably obtainable to accommodate the requested new land use change for more intensive development Sanitary sewage will be adequately handled by the use of a septic system. A permit for the septic system will be submitted when the permanent facility will be constructed. North Weld County Water district will provide water service to the facility. A copy of the request for a will -serve letter has been provided with this application. A.Policy 8.3. The land use applicants should demonstrate that the roadway facilities associated with the proposed development are adequate in width, classification and structural capacity to serve the proposed land use change. Access to the proposed facility will be off of WCR 80.5. WCR 80.5 is maintained by Weld County and is defined as a local, gravel road by the Weld County 2035 Transportation Plan. A traffic study was prepared for this application which outlines the traffic projections and required road improvements that will be associated with the facility. Simon is prepared to enter into an Improvements Agreement with Weld County to be responsible for their portion of the required improvements. Communication has been initiated with CDOT and will continue throughout the application review process to determine any improvements needed to accommodate site generated traffic on Highway 257. A.Policy 8.5. The land use applicants should demonstrate that public service providers, such as but not limited to schools, emergency services and fire protection, are informed of the proposed development and are given adequate opportunity to comment on the proposal. The project area is within the district for Windsor Severance Fire Rescue. Simon met with Marshall Sandra Friedrichsen about the project and will continue to coordinate with her to make sure the District's requirements are met related to access and fire protection. An Emergency Action Plan for the facility has been drafted and included with the USR application. I.Goal 1. Promote the location of industrial uses within municipalities, County Urban Growth Boundary areas, Intergovernmental Agreement urban growth areas, growth management areas as defined in municipalities' comprehensive plans, the Regional Urbanization Areas, Urban Development Nodes, along railroad infrastructure or where adequate services are currently available or reasonably obtainable. The proposed plant is within the Intergovernmental Agreement area between the Town of Severance and Weld County. The property has access to highway infrastructure which is essential to deliver aggregate materials to the site from out of state and to deliver materials from the site to growing communities in Weld County and Northern Colorado. Simon met with the Town of Severance and 3 Town of Windsor, the nearest municipalities to the site, to discuss haul routes in the area and the overall fit of the project within the area. (.Goal 3. Consider how transportation infrastructure is affected by the impacts of new or expanding industrial developments. Simon Contractors will enter into an Improvements Agreement with Weld County to demonstrate their commitment to pay their shared portion of the required road improvements. Please refer to the Traffic Impact Study for full details on the recommended and proposed transportation improvements. (.Policy 5.2. Development improvements should minimize permanent visual scarring from grading, road cuts and other site disturbances. Require stabilization and landscaping of final land forms, and that runoff be controlled at historic levels. To minimize the visual impact of the site, as well as provide a noise buffer, berms have been proposed along the western boundary. The berm has been revegetated with a native mix of grasses to prevent erosion. For more details about plans for the grading and plans for erosion control, please see the Final Drainage Report. (.Goal 6. Minimize the incompatibilities that occur between industrial uses and surrounding properties. AND (.Policy 6.1. Consider the compatibility with surrounding land uses and natural site features. Current surrounding land uses are low intensity, agricultural and rural residential uses. The Town of Severance 2011 comprehensive plan has designated land 1/2 mile to the north of the site as Development Node. This proposed facility will support the economic growth planned for this area. At the same time, Simon Contractors has taken steps in planning for this project to mitigate impacts on its future neighbors. The most significant natural site features on the property is an irrigation ditch located along the southern boundary of the site. The ditch will be maintained in its current location when the site develops. (.Policy 6.3. Encourage informational neighborhood meetings for proposed industrial uses that do not require a public hearing. Simon wants to be a good neighbor when they operate on the proposed property. From the very start of planning this project, they recognized the fact that they had neighbors and so they chose to host an open house on July 10, 2017 and invited their neighbors within 1,000 feet of the property. In addition, three residents located east along Weld County Road 80.5 that were outside this 1,000 radius were also invited. Three individuals attended the meeting including a neighbor, the landowner and the Severance Town Planner. 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. The property is located in the A (Agricultural) Zone District. The A (Agricultural) Zone District is intended to provide areas for the conduct of Uses by Special Review which have been determined to be more intense or to have a potentially greater impact than Uses Allowed by Right. The A (Agricultural) Zone District regulations are established to promote the health, safety, and general welfare of the present and future residents of the County. According to the Weld County Code, Section 23-3-20.0, Simon Contractors proposed facility is considered a "Use by Special Review" in the A (Agricultural) Zoning District. 4 4. What type of uses surround the site? Explain how the proposed use is consistent and compatible with surrounding land uses. Surrounding uses to the South and West are zoned Agriculture and primarily consist of pasture, hay production and the Cactus Hill Sheep Farm. The portion of the property under consideration for this use was flood irrigated but an unproductive portion of the overall farm due to site constraints. This property is classified as "Irrigated, Not Prime." Uses to the East of the site are zoned Agriculture with rural residential structures. The nearest residential structure is 167' across the street and to the northeast of the proposed use. This property is owned by Cactus Hill. Two additional residential structures are located approximately 550' from the eastern property boundary and the other is located approximately 450' to the south. Uses to the north include a solar farm. A representative of the solar farm contacted Simon as part of the Open House process to ensure structures at the proposed Simon facility would not shade the solar farm. Property located one-half mile to the north and across State Highway 14 are within the Town of Severance's boundaries and are designated Development Node (DN) by the Town of Severance. The Town of Severance defines Development Nodes as areas surrounding key intersections in areas within the Town of Severance GMA, but outside the Town Core area. DN areas are intended to encourage a mixture of uses including residential and commercial with some technology based industrial uses included. The proposed development is compatible with surrounding land uses as the site is primarily surrounded by agricultural uses. The location of the proposed facility is along the southern edge of the principal parcel and is located a half -mile south of the properties to the north. This distance provides an affective buffer between the Town of Severance land designated as DN and the proposed facility. 5. What are the hours and days of operation? (e.g., Monday thru Friday 8:00 a.m. to 5:00 p.m.) Generally hours of operation will be daylight hours. If work is acquired that requires night operations there would be two twelve hour shifts for a 24-7 operation. 6. List the number of full-time and/or part-time employees proposed to work at this site. There will be approximately 16 full time employees on site. When the crusher is utilized, 2 additional employees will be on site. The crusher may be used for 4 - 6 months during the year. Up to 17 Simon drivers will access the site to deliver asphalt and ready mix concrete to customers. The truck drivers and employees will access the site in their personal passenger vehicles at the start and end of each day. • Office: 3 - Estimating, Sales and Project Management • Shop: 3 - Manager, Field Mechanics, Oiler • Scale: 1 - Operator • Screen: 2 -- Operator • Concrete Plant: 3 - Operators • Asphalt Plant: 4 - Foreman and Operators • Recycle Crusher: 2 -- Operator • Drivers: 17 - 10 Concrete and 7 Asphalt 7. If shift work is proposed, include the number of employees per shift. Shift work will occur for specific projects that require night operations. 5 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. There will be approximately 16 full time employees on site. When the crusher is utilized, 2 additional employees will be on site. The crusher may be used for 4 - 6 months during the year. Up to 17 Simon drivers will access the site to deliver asphalt and ready mix concrete to customers. The truck drivers and employees will access the site in their personal passenger vehicles at the start and end of each day. Additional users of the facility include third party delivery of raw materials and asphalt and ready mix concrete trucks. See traffic volumes in Engineering question #1 below. 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. No animals are proposed to be kept on site. 10. Describe the type of lot surface and the square footage of each type (e.g., asphalt, gravel, landscaping, dirt, grass, buildings). The entire site is intended to be graveled. Travel lanes will be all-weather surfaced. 11. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? 14-16 parking spaces will be provided as illustrated on the USR map. The site is not accessible to the general public and therefore specific ADA parking spaces are not accommodated. Should an employee or the public require accommodation, special accommodation tailored to their needs will be made by Simon. 12. Explain the existing and proposed landscaping for the site. There is no existing landscaping on the site as the site was previously an irrigated hay field. A topsoil stockpile I screening berm is located along the western boundary of the site to provide screening of the site from Highway 257. The berm along the western boundary is 75 feet wide and 12 feet tall. No other landscaping features have been installed on site. The high power transmission line along the northern property boundary prohibits landscaping within this easement. The list below provides seeding mix for the reseeding of disturbed areas and for the seeding of the berms: Seeding for Disturbed Areas Common Name Botanical Name LBS. PLS Per Acre Blue Grama Bouteloua gracillis I i s `Hachita' 0.6 Alkali Sacaton Sporobol us airoides 'Salado' 0.3 Buffalograss Buchloe dactiloides of des 6.2 Texoka" Inland saltgrass Distichl is spicata 1.3 Prai ri e j unegrass Koel eri a macrantha 0.2 Green needlegrass Nassella viridula'Lodorm' 1.9 Western wheatgrass Pascopyrum smithi I 'Arri ba' 4.8 Oats Avena sativa 3 Prairie coneflower Ratibida da columnifera fera 0.1 Purple prairie clover Del ea purpureum var. purpureum 0.2 Blanket flower Gaillardia aristata 0.4 19 Total 6 13. Describe the type of fence proposed for the site (e.g., 6 -foot chain link with earth tone slats). A ten foot, chain -link security fence equipped with barb wire along the top of the fence will surround the site. The fence will be anchored by 2 inch line posts. 14. Describe the proposed screening for all parking and outdoor storage areas. An approximately 75 feet wide, 12 feet tall screening berm has been provided along the western property boundary. 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. If termination of the proposed facility occurs, the improvements will be removed and the land will be returned to its native vegetative state. 16. Who will provide fire protection to the site? Windsor Severance Fire and Rescue will provide protection to the site. 17. List all proposed onsite and offsite improvements associated with the use (e.g., landscaping, fencing, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Onsite and Offsite I mprovements Onsite/Offsite Expected Completion Date Improvement Type Berms Onsite Completed Perimeter Fence Onsite Fall 2018 Access Points O n s i to Fall 2017 Drainage Onsite Spring 2018 Utility connections Onsite Spring 2018 Permanent Plants Onsite Fall 2018* Paving WCR 80.5 Offsite Spring 2018 * Ready mix plant may be at a later date Engineering Questions 1. Describe how many roundtripslday are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-trucks/Trailer/RV (roundtrip = 1 trip in and 1 trip out of site). Type/Size of Vehicles Estimated Number of Roundtrips per 24 -hour day Passenger vehicle 35 Trucks 250 2. Describe the expected travel routes for site traffic. Employees are expected to access the site from one of two routes; from the north on SH 14 and then south on SH 257 to WCR 80.5 and from the south on SH257 to WCR 80.5 Employees heading north on SH 257 are expected to go either west or east on SH 14. 7 There will be approximately 250 trucks delivering raw materials and finished asphalt and ready mix concrete each day. While it is difficult to predict where the construction sites will be, it is anticipated that trucks coming from the North will use SH 14 and then travel south on SH 257 to WCR 80.5. Trucks coming from the South will utilize SH257 to travel north to WCR 80.5. Internal traffic patterns are included on the USR Site Plan map included with application materials. Due to the existing power towers, an east -bound decel lane on Weld County Road 80.5 is not feasible. Simon Contractors intends to pave Weld County Road 80.5 from State Highway 257 to the eastern -most access point. Simon is currently watering Weld County Road 80.5 in front of their property to minimize dust and have offered to blade the road. Simon has been in contact with Weld County regarding this offer. The Windsor Severance Fire and Rescue has requested multiple accesses as proposed and was consulted regarding fire flow requirements, drive lanes and turning radii prior to submitting this application. 3. Describe the travel distribution along the routes (e.g., 50 percent of traffic will come from the north, 20 percent from the south, 30 percent from the east, etc.). Employee vehicles will access the facility each day, of which 70% will come from the North on SH 14 and then south on SH 257 to WCR 80.5 and the remaining 30% will come from the South on SH257 to WCR 80.5. At the end of the work shift, 70% will leave the site to the north on SH 257 to SH 14 and then 30% will head east with the remaining 70% heading west on SH 14. It is anticipated that 30% will leave the site to the south on SH 257. These percentages are estimates based on where employees are anticipated to live in relationship to the site. There will be approximately 250 trucks delivering raw materials and finished asphalt and ready mix concrete each day. While it is difficult to predict where the construction sites will be, it is anticipated that 90% will come from the North on SH 14 and then south on SH 257 to WCR 80.5. Another 10% will come from the South on SH257 to WCR 80.5. Approximately 60% will leave the site to the north on SH 257 to SH 14 and then 20% will head east with the remaining 80% heading west. Approximately 40% will leave the site to the south on SH 257. 4. Describe the time of day that you expect the highest traffic volumes from above. The highest traffic volumes are expected to occur during daylight hours. 5. Describe where the access to the site is planned. Three access are proposed along WCR 80.5 and are shown on the USR Map included with this application. There are currently two existing farm accesses and two temporary accesses constructed off of Weld County Road 80.5. Simon Contractors was issued an Access Permit, AP17-00290 for three temporary accesses for the facility, two of which have been constructed. AP17-00290 indicates these must be abandoned and closed by November, 2017. Simon Contractors has constructed two of these accesses and will not construct the third temporary access. Simon Contractors will work with the landowner to close the two existing farm access points. The description of the accesses are below: • The western -most existing farm access is adjacent to the intersection of WCR 80.5 and State Highway 257. This is not a safe access and will be replaced with the western -most access constructed under AP17-00290. The western -most access will be the ingress access for the facility. Limited access by passenger vehicles will be made from this access point. • The eastern -most existing farm access will be replaced by the access proposed through this USR and labeled, "Employee Access" on the USR Map included with this application. 8 • The middle access approved through AP17-00290 has been constructed and will become the exit point for the facility. Limited access by passenger vehicles will be made from this access point. • Simon Contractors respectfully requests that the two temporary access points be allowed to remain and not be removed just to relocate them through this USR process. A gate will be closed when the site is not operational. A knox box or independent lock for Windsor Severance Fire Rescue will be provided. When the site is operational, the gates will remain open, mitigating staging on County Roads. Due to the narrow site and the existing power easement, setting the gate back 100' from the edge of the County Road was not feasible. Therefore, leaving the gates open will eliminate any staging on Weld County Road 80.5. 6. Drainage Design: Detention pond summarized in a drainage report is required, unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. This site does not meet any of the exemption criteria per code section 23-12-30.F.1. A drainage report has been prepared and submitted. Environmental Health Questions 1. What is the drinking water source on the property? North Weld County Water District has been contacted and provided with a request for a will -serve letter. Employees will also be provided with bottled water in the employee trucks. 2. What type of sewage disposal system is on the property? Septic System will be used for sewage disposal on the property. Port -a -lets with hand sanitizes will be provided for drivers. 3. If storage or warehousing is proposed, what type of items will be stored? Outside storage of raw materials is anticipated as illustrated on the USR Map. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Materials stored on site include Rock, Washed rock, Dirty Rock, Sand, Screen, Rap, Concrete Removals, Concrete Base, Finished Rap and Millings will be stored on site. Locations of for the storage of these materials can be seen on the USR Map. 5. If there will be fuel storage onsite, indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. An 10,000 gallon diesel fuel tank will be on site and the location of diesel fuel tank can be seen on the USR Map. This is not a commercial fueling station. 6. If there will be washing of vehicles or equipment onsite, indicate how the wash water will be contained. A concrete wash -out bay is located on site as seen on the USR map. The concrete wash -out area will be placed in a containment area. 9 7. If there will be floor drains, indicate how the fluids will be contained. Floor drains may be located on site depending on the design of a shop facility. If floor drains are on site, waste water from these will be captured by a containment structure (septic tank) and removed as needed. 8. Indicate if there will be any air emissions (e.g., painting, oil storage, etc.). An APEN Permit will be applied for prior to Certificate of Occupancy on the permanent facility. A copy of the APEN for the temporary asphalt batch plant has been included with application materials. 9. Provide a design and operations plan if applicable (e.g., dairies, feedlots, etc.). Not applicable. 10. Additional information may be requested depending on type of land use requested. No additional information was requested as part of the Pre -Application meeting. 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. Proposed Structures Maximum Size Number Structures of Type/Use Concrete Plant 50,000 SF 1 Asphalt Plant 50,000 SF 1 Office 2,016 SF 1 Shop 4,500 SF 1 The office will be a manufactured structure. Inclusion in the USR negates the need for a ZPMH later. The Concrete and Asphalt Plant are considered equipment. 10 Simon Contractors Company Severance Asphalt and Ready -Mix Concrete Plants Notice of Inquiry or letter/email from a municipality if the site is located within an Intergovernmental Agreement (IGA) boundary or a Cooperative Planning Area (CPA) The Cactus Hill Asphalt and Ready -Mix Concrete Plants is located within the Weld County and Severance, CO Intergovernmental Agreement (IGA) boundary. On June 29, 2017 the applicant met with representatives from the Town of severance to discuss the Cactus Hill Asphalt and Ready -Mix Concrete Plants project and the possibility of the Town annexing the site into Town limits. The Town has no concerns with the proposed project. Traffic distribution was discussed at the meeting with Nicholas Wharton and Mitch Nelson. WELD COUNTY ACCESS PERMIT Weld County Public Works Dept. 1111 H Street P.O. Box 758 Greeley, CO 80632 Permit Number: AP17-0029 Phone: (970) 304-6496 After Hours: (970) 356-4000 Emergency Services: (970) 304-6500 x 2700 Inspection: (97Q) 304-6480 Issuance of this permit binds applicant and its contractors to all requirements, provisions, and ordinances of Weld County, Colorado. Project Name: GRD17-0017 -temp batch pla Applicant Information: Name: Jeffrey Butson Company: Simon Contractors c/o Tetra Tech Phone: 720-864-4566 Email: jeff.butson@tetratech.com Location: Access is on WCR: Nearest Intersection WCR: 80.5 80.5 Distance From Intersection: 375 Number of Existing Accesses: 10 Planning Process: Other GRD17-0017 & WCR: Hwy 257 Road Surface Type & Construction Information: Road Surface: Gravel Culvert Size & Type: 1.5,' CMP/RCP min. if req. Start Date: Finish Date: Materials to Construct Access: class 6 roadbase Required Attached Documents Submitted: Traffic Control Plan: No Certificate of Insurance: Expiration date: Property Owner Information: Name: Company: Cactus Hill Ranch Co. Phone: Email: Proposed Use: Tern pora ry: Single Residential: industrial: Small Commercial: Oil & Gas: Large Commercial: Subdivision: Field (Agricultural On ly)/Exem pt: Access Pictures: Yes A copy of this permit must be on site at all times during construction hours Daily work hours are Monday through Friday DAYLIGHT to Y2 HOUR BEFORE DARK (applies to weekends if approved) Approved MUTCD traffic control/warning devices are required before work begins and must remain until completion of work Special Requirements or Comments Parcel O70516000054. Utilize NEW access points on CR 80.5 (3 -Temporary) located approx. 375 ft., 775 ft., & 1405 ft. East of Hwy 257. Temporary access points SHALL be Closed and Reclaimed prior to 11/15/17. Approved by: Digitally signed by Morgan Gabbs* ON: cn=Morgan Gabbert, o, out emall=mgabbert@weidgev.com c=US Date:2017.05.23 017.05.23 14:01:52 -06'00' Weld County Public Works Date: 5/23/12017 Print Date -Time: 5/23/2017 2:01:32PM Access Permit PWDO8 Page 1 of 1 Weld County Public Works Dept 1111 H Street P.O. Box 758 Greeley, CO 80632 Phone: (970)304-6496 Fax: (970)304-6497 Applicant, Name John inef to annpar7 Simon Contractors 4.11. *,.....1.14+MPOPPAWMWArdelatIssnVeirli.rhYml Owls - ACCESS PERMIT APPLICATION FORM Property ("Anne - (if different than Applicant) Name Cactus Hill Ranch Co. Address r'_O, B°X 691 Address 4819 South in.dustial Service RdCity abWindsor —_ State Co Zip 80550 City_ Chejen ne _ State WY Zip 82009 . Phone MA MiliiillialiS....bu. Business Phone 307-632-7900 _ _ _ Fax _ M r.YYYM WYWY rN91h MYX111IMKWN/MWXIX WXIIXYMNNMX.IJ Merp.MM.Vi .MWMF # YAWAYAM MXIIIXYMI I.Y114 n1% .111,11 - Fax John cell: 307-2864748 E-mail E-mail ..JPineliosi onconctors_co�. _.. Az Existing AcceSS 8= Proposed Acre ss Parcel Location & Sketch The access is on WCR_8 3.5 N earest Intersection: WCR 8°-5 & • eR- HWY-257 _ 1w111r1-1•_•• r Distance from I ntersectlon approxr425.750' & 1450_ i arcelJ umber 0705 16 0 000 54 71,71rlrnl w_.v. N,VIIWIM41111hN1....1. .....r i.._..r sedionil ownship/Range_ 16 -T7 -R67' i sthere an existing access to the property? NO N urn be r of ExistingAccesses 4:: 2 farm; 2 AP17-00290 Road Surface.Type..& Construction Info€maLion Asphalt reel X Treated Oth a r.— Culvert Size & Type '1$" CMP ni '�un1 materials use dto construct Access Agg & Base i Construction Start Date 5115120i7 Finish Date 4213112047 Proposed Use o Temporary (Tracking Pad Require d)/ $75 o SriSI Commercial or Oil & Gas/S75 o Held (Agriculture Only)/Exem pt t N o Single Residential/$75 o Large Commercial/$150 WCR 90.5 ,...,.1..1..1.... I •,• •, ,.% I X Industrial/150 ti Subdivision/U5° is this acct ss associated with a Planning Proce ss? o No USR 0 RE o PUD o Other Rewired Attached Documents - Traffic Control Plan -Ce rtificate of insurance Access Pictures (From the Left, Right, & into the access) By acceptingthi s perm€t, the undersigned Applicant, Under penalty of perjury/ verifies th they hate received all paws of the permit application; they have read and understaid all of the permit requirements and provisions set forth on all pages; th t they have the authority to sign for and bind the Applicant if theAlpNIcent is a Corp oration or other entity; andthat by virtu a of their si gnaturethe Applicant is bound by end ag€eesto comply with al I said permit requirements and provisions, all Weld County ordinances and state laws regarding facilities construction. Signature -' ._...._._._ Printed Nam e Approval or Denial will be Wiled in minimum of 5 days. Revkat Date &1, 29110 r n ejle, Approved by_ Date V ,• Weld County Public Works Dept. 1111 H Street P.O. Box 758 Greeley, Co 80632 Phone: (970)304-6496 Fax: (970)304-6497 Applicant Name John Pinello Name Company Simon Contractors Address P.O. Box 691 ACCESS PERMIT APPLICATION FORM Property Owner (If different than Applicant) Cactus Hill Ranch Co. Address 4819 South Industrial Service Rd City Windsor State CO Zip 80550 City Cheltenne State WY Zip 82009 Phone Business Phone 307-632-7900 Fax Fax John cell: 307-286-4748 E-mail E-mail JPinello@simoncontractors.com Parcel Location & Sketch The access is on WCR 80-5 Nearest Intersection: WCR 80.5 & WCR WY -257 Distance from Intersection approx. 425', 750' & 1450' Parcel Number 0705 16 0 000 54 Section/Township 'Range 1.6-T7N-R67W Is there an existing access to the property? YES NO Number of Existing Accesses 4: 2 farm; 2 AP17-00290 Road Surface Type & Construction Information Asphalt Gravel X Treated Other Culvert Size & Type 18" CMP (Minimum) Materials used to construct Access A09 & Base Construction Start Date 5/1512017 Finish Date 12/31/2017 Proposed Use o Temporary (Tracking Pad Required)/ $75 ❑ Small Commercial or Oil & Gas/ 75 o Field (Agriculture Only)/Exempt A, = Existing Access A= Proposed Access t N v r 5 WCR 80.5 o Single Residential/$75 Industrial/$150 ❑ Large Commercial/$150 ❑ Subdivision/$150 Is this access associated with a Planning Process? ❑ No Required Attached Documents - Traffic Control Plan -Certificate of Insurance X DSR ❑ RE ❑ P U D ❑ Other - Access Pictures (From the Left, Right, & into the access) By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding facilities construction. Signature Printed Name Date Approval or Denial will be issued in minimum of 5 days. Approved by Revised Date 6/29/10 Typical Traffic Control Plan Diagram 3 3 O a O a 500 FT Notes: 1. The above diagram is typical for normal shoulder work applications. Additional signing may be required. 2. Vehicles or construction equipment shall not be parked in the travel way and should be moved to the shoulder. If vehicles or construction equipment are not able to be moved out of the way of traffic, channelizing devices are required for day use only. No night time obstructions are allowed. 3. Additional "roadwork ahead" sign to be installed 500 feet south of intersection on Fern Avenue. Certificate of Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU THE CERTIFICATE HOLDER. THIS CERTIFICATE IS NOT AN INSURANCE POLICY AND DOES NOT AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW. POLICY LIMITS ARE NO LESS THAN THOSE LISTED, ALTHOUGH POLICIES MAY INCLUDE ADDITIONAL SUIILIMIT/LIMITS NOT LISTED BELOW. This is to Certify that Rmon Contractors and Subsidiaries P.O. Box 209 Cheyenne WY 82003 NAME AND ADDRESS OF INSURED Liberty Mutual INSURANCE is, at the issue date of this certificate, insured by the Company under the policy(ies) listed -below. The insurance afforded by the listed policy(ies) is subject to all their terms, exclusions and Conditions and is not altered by any requirement, term or condition of any contract or other document with respect to which this certificate may be issued. TYPE OF POLICY ESP' DATE O CONTINUOUS POLICY NUMBER LIMIT OF LIABILITY �] EXTENDED to POLICY TERM WORKERS COMPENSATION 4/1/2018 O7-631-004090-857 COVERAGE LAW All ND, OF States OH, AFFORDED THE FOLLOWING WA, except.WY UNDER WC STATES: EMPLOYERS LIABILITY Bodily Injury Itt 1 , �byy 000, Accident 000 Each Accident Bodily Injury $1,000,000 By Disease Policy Limit Bodily Injury 1 By Disease 000 000 . -o, COMMERCIAL GENERAL LIABILITY 4/1/2018 TB2-63 -Includes -Includes 1 -004000-$77 Per Project XCU Aggregates General Aggregate $2,000,000 Products I Completed Operations Al Aggregate $2,000,000 FAI OCCURRENCE • CLAIMS MADE Each Occurrence $2,000,000 Personal & Advertising Injury $2, 000, 000 Per Person! Organization RE MO IJATIh Other Damages to Premises: $100,000 Other Medical Payments: $10,000 AUTOMOBILE LIABILITY 4/1/2018 -0 -00 090- Each Accident Single Limit $2,000,000 B.I, And P,D. Combined Each. Person n OWNED Each Accident or Occurrence PA NON -OWNED INI HIRED Each Accident or Occurrence OTHER ADDITIONAL Certificate Access COMMENTS holder permit is named as additional insureds, as their interests may apply; with rights of subrogation. * If the certificate expiration date is continuous or extended term, you will be notified if coverage is terminated or reduced before the certificate expiration date. NOTICE OF CANCELLATION: (NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ENTERED BELOW.) BEFORE THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REDUCE THE INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST 3O DAYS NOTICE OF SUCH CANCELLATION HAS BEEN MAILED TO: Weld County, Colorado 1111 H Street Greeley, CO 80632 L Caw -Li -nut rn. Con n (turt- Liberty Mutual Insurance Group Courtney Connolly Weston 10102 13 Riverside Rd; Riverside Office Park Weston MA 02493-2298 781-891-8900 4/28/17 _J OFFICE AUTHORIZED REPRESENTATIVE PHONE DATE ISSUED This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies NM 772 07-10 34805175 I L11 57 I 4/17-4/10 - Simon Contractors - All Lines I Donna Smitala I 3/24/2017 8:55:3E A1 (CDT) I Page 1 (_` LDI COI 268896 02 11 1 Simon Construction Company Severance Asphalt and Ready -Mix Concrete Plants Access Permit Photos The following photos were taken from the site at the three access points being proposed, the east, middle and west accesses. Proposed Access: Easternmost Access Looking north from center of WCR 80.5 Looking south from center of WCR 80.5 Looking west from center of WCR 8015 Looking east from center of WCR 80.5 Existing Temporary Access/ Proposed Permanent: Western Access Looking north from center of WCR 80.5 Looking south from center of WCR 80.5 ar swar- Akaseta- z Looking east from center of WCR 80.5 Looking west from center of WCR 80.5 Existing Temporary Access/ Proposed Permanent: Middle Access Looking north from center of WCR 80.5 Looking south from center of WCR 80.5 Looking east from center of WCR 80.5 Looking west from center of WCR 80.5 Colorado Department of Public Health and Environment Page 1 of 4 Air Pollution Control Division - ROT MIX ASPHALT PLANTS - Air Pollutant Emission Notice (APEN) — and — Application for Construction Permit Check all that apply: New Facility No Change, APEN Update Only IN Change in HMA Production ■ Request Modification to Existing Permit El Transfer of Ownership All sections of this ADEN and applicadon must be completed for both new and existing facilities. An application with missing information may be determined incomplete and may be returned to you or result in longer engineer processing times.. You will be charged an additional APEN cc if APEN is filled o t incorrect! or missin information and re uires re -submittal with the ossible exception of Section 61. For transfer of ownership or company name change of a permit, you must also submit a Construction Permit Application form. For questions regarding this APEN, please consult the Division's APEN Guidance Document. Permit Number Company Name: Plant Location: Billing Address: Person to Contact: E-mail Address: AIRS Number 5140106i 44)11'46 IfvLS mohi1c An tart 141€.. too 44t PML- A/sr/j '3141/A Clto'S 4S�a Ws•i1u'1{ I}s T 51mov ,o/rale ?0r3 County: Zip Code: Phone Number: 79 7-3f "o Fax Number: , 3 c- - 5.41 5 eN leALI 1-- 31441 Sig Lure of Legally Authorized Person (not a vendor or consultant) Name (please print) SECTION I; General Information Will this plant be used as a Stationary or Portable Source?: O Stationary (A portable plant may only remain at a single location for less than 2 years,) Please provide initial or present location: If facility is portable, please provide home -base location: Date 4514 4aireehr Title Portable Hr cs /fie &t or -9 ilk ac Ake trisAar With this application, you must submit a site map, drawn to scale, which shows the on -site haul roads, public roads, property boundary, fence boundary, aggregate storage bins, HNIA processing equipment, and storage silos and tanks. Total Area of Site: 3 Acres Shortest Distance from HMA plant to property boundary 0200 - 300 Feet Was this hot mix asphalt plant constructed, modified, or reconstructed after June 11, 1973? ('Z I No If facility is NOT yet constructed: What is the projected installation date? What is the projected start-up date? 5- - Ill Normal Operation of this Source: it Hours per day Days per week 3 SP" Weeks per year Seasonal Throughput (% of Annual): Dec - Feb 0 Mar - May 15 June - Aug So Sept - Nov 425. Revised October 11, 2013 www.colorado.gov/cdphe,/"AP EN forms Colorado Department of Public Health and Environment Page 2 of 4 Air Pollution Control Division - HOT MIX ASPHALT PLANTS - SECTION 2: Eguinment Information Plant Type; I I Drum Mix Parallel Flow D1 Drum Mix Counter Flow Plant Design Rate (Maximum Capacity per Hour) zoo ■ Batch Mix. Plant Tons per Hour (finished product) Maximum Burner Design Rate: 15 Million BTU per Hour Drum Mixer Make Burner: Make cots SECTION 3: Equipment & Product Information Aggregate mix is: a 100% virgin asphalt or, Model P- q co Model 5/,20,.. rc t - Serial 6 7 i' Serial c1vu0a 4t$o f ills otia -pi et 512 Contains recycled asphalt Max percent of recycled asphalt product in the mix: 56 Note: Percent recycled asphalt may become a permit limitation. Production of Hot Mix Asphaltic Concrete: HMA Temperature Range: Requested Annual, Permit Limit: Requested Daily Permit Limit: Actual Level From Calendar Year: Year For Which The Actual Data Applies: Lime or Mineral Filler Storage Silos: Requested Annual Throughput:lace' , Tons per Year 310 S col 000 _S00 60/0q O O1 _ What Type of Air Pollution Controls Are Used for Storage Silo(s)? Fuel Information For Heating The Asphalt Cement Storage Tanks: Type of Fuel Used: Capacity of tank: Design Heat Input Rate:. Plant Stack Emissions: Primary Control Type of Control Device: Manufacturer C. Mt F (i.e. 320 340 :, F) Tons (This Will Become A Permit Limitation) Tons (This May Become A Permit Limitation) Tons/Year (i.e., 2001) 1A Diesel (i Natural Gas I I Other: iMifaire 50° Gallons No. of Tanks: j. ,407 BTU per Hour 645 4ourg c Model Secondary. Control (if applicable) Type of Control Device: Manufacturer A (bag filter, bin vents, etc) (Baghouse, Scrubber, etc.) Pb!' sa.uc, Model F/MA Silo Filling Capture and Control System: Type of Control Device: Manufacturer • NAL Serial Ag /Unit) e (Knockout Box, Cyclone, etc.) Serial Model (Mist Eliminator, Return Air, etc.) Serial SECTION 4: Stack Informat Stack Height: Sp ,13 Feet (Above Grade) Stack Diameter: it Feet (Above top of baghouse ) Stack Temperature: Os F Stack Moisture Content: Stack Flow Rate: ,► 41600 ACFM Stack Velocity: zc� Feet °ro Feet per minute Revised October 11, 2013 www.colorado.govicciphe/APENforms ora do.gov/c dfrbe/A PENforms Colorado Department of Public Health and Environment Page 3 of 4 Air Pollution Control Division - HOT MIX ASPHALT PLANTS - SECTION 5: Fuel Information Burner Fuel Type(s): Primary Fuel Type: (check all f selsfor which approval is requester} Diesel (No. 2 Fuel Oil) ill Propane El On -Specification Industrial Oil in compliance with 40 CFR Part 279 Natural Gas U Other: ■ ■ Backup or Alternative Fuel Type f applicable, check all fitels for which approval is requested.: ■ ■ Diesel (No. 2 Fuel Oil) Natural Gas S ■ Propane Other: ■ On -Specification Industrial Oil in compliance with 40 CFR Part 279 SECTION 6: Air Pollution Emissions Information (optional) POLLUTION CONTROL EQUIPMENT 1 Year For Which The Actual Data Applies: Overall Collection Estimated (tonslyr) requested at throughputs Emissions above Actual Emissions from the Estimation Type of Control Equip. Pollutant Primary Secondary Efficiency Controlled Uncontrolled data year Method Particulate a - PM -l0 SOS NOx vOC CO Please use APCD Non -Criteria Reportable Air Pollutant Emission Notice Addendum form to report emissions of pollutants not listed above, such as Hazardous Air Pollutants from fuel combustion. (www.Colorado,gov/cdpheAPENforms) SECTION 7: Fugitive Dust Emission Sources What Type of Pollution Controls Are Used for Aggregate Storage Piles? &e.as 45 Nte osar (Emissions control's for storage piles may include, but are not limited io: Full or Partial Enclosures, Pre -Washed Aggregate, etc.) What Type of Pollution Controls Are Used for Aggregate Storage Bins? (Emissions controls for storage piles may include, but are not limited to: Fall or Partial Enclosures, Pre -Washed Aggregate, etc.) On -site moving of aggregate from storage piles to storage bins Loader 1 Loader jZ Loader 3 Haul Vehicle Capacity: Haul Vehicle Empty Weight. Max Number of Trips Per Day: Haul Road Length (avg. one way): Posted Speed Limit On Haul Road: 17,s leer, I S0 S List Air Pollution Controls Used for the On -Site Haul Roads: El Paved Surface Graveled Surface Watering Q m.p.h. Systematic — Frequency: As Needed Tons Tons Feet Times Per Day Chemical Stabilizer Type: (e.g. mag chloride, resin, etc.) Amount applied per year Revised October II, 2013 www.colorado. * avicdphe/APENforms Colorado Department of Public Health and Environment Page 4 of 4 Air Pollution Control Division - HOT Mix ASPHALT PLANTS - Transport of aggregate to the site from an of site location (if the facility is not located at an aggregate mine). Amount of aggregate + RAP received: costa Tons per day & cc'/0a6 Tons per year. Haul Vehicle 1 Haul Vehicle 2 Haul Vehicle 3 Haul Vehicle Capacity: Haul Vehicle Empty Weight: Max Number of Trips Per Day: 90 Haul Road Length (avg. one way): 1, - Posted Speed Limit On Haul Road: , m.p.h. List Air Pollution Contwls Used for the On -Site Haul Roads: ■ ■ Paved Surface Graveled Surface Watering ■ Systematic - Frequency; As Needed Tons Tons Feet Times Per Day Chemical Stabilizer - Type: (e.g. nag chloride, resin, etc.) Amount applied per year Removal of hot mix asphalt from the site. Haul Vehicle 1 Haul Vehicle Capacity: 2 cc Haul Vehicle Empty Weight: Max Number of Trips Per Day: Haul Road Length (avg. one way): Posted Speed Limit On Haul Road: Is S List Air Pollution Controls Used for the On -Site Haul Roads: U z Paved Surface Graveled Surface Watering ■ Haul Vehicle 2 Haul Vehicle 3 m.p.h. Systematic Frequency: As Needed Tons Tons Feet Times Per Day Chemical Stabilizer - Type: (e.g. rung chloride, resin, etc.) Amount applied per year U Please check if you would like to review a draft of the permit prior to issuance (Checking may result in an increased fee and/or processing time) This notice is valid for five (5) years unless a significant change is made, such as an increased production, new equipment, change in fuel type, etc, A revised .APEN shall be filed no less than 30 days prior to the expiration date of this APEN form. Send this form along with $152.90 to: Telephone: (303) 692-3150 Colorado Department of Public Health and Environment Air Pollution Control Division a APCD-SS-B1 4300 Cherry Creek Drive South Denver, CO 802464530 Revised October 11, 2013 www.colorado.govfcdnhe,/APENforms I IgAg r M Put 43 MS's, � N u e1.511 tio labs bg t kik 12: 0: _I ITT I I 1 Simon Contractors Company Severance Asphalt and Ready -Mix Concrete Plants Dust Abatement Plan During the construction phase of the facility, water trucks will be utilized to suppress dust. The Storm Water Management Plan will be followed to mitigate soil erosion during the construction phase of the project. The Storm Water Management Plan will be submitted to the State of Colorado. Traffic routes and disturbed areas will be stabilized with road base, recycled base or other aggregate materials. Should fugitive dust be generated on site, the applicants will abate with water or chemical treatment. A Weld County grading permit will be applied for during the construction phase of the project if more than one acre of land is disturbed. Fac t y Emergency Action Plan Simon Contractors Severance Facility (XXX] XXX XXXX (Ops. Manager Name, cell phone until site has office line) Name: Severance Asphalt and Ready -Mix Concrete Plants for Simon Contractors Location: The site is located at the southeast corner of the intersection of Weld County Road 80.5 and Highway 257. The site is located on land being a part of a tract of land located in the west half of section 16, Township 7 North, Range 67 West of the 6t1 F.M., County of Weld, State of Colorado 1. Emergency Telephone Numbers: ILay Night Facility Primary: TBD TBD Fire District 911 911 Windsor Severance Fire Rescue Ambulance Service Area 911 911 Windsor Severance Fire Rescue Weld County Regional Communications Center 911 911 Other Chemtrec {Chemical transportation Emergency Center) North Colorado Medical Center (800) 424-9300 (970) 350-6000 2. Agency Notification Non Emergency: Phone# Fire Department/District: Windsor Severance Fire Rescue (970) 686-2626 Ambulance Service Area: Windsor Severance Fire Rescue (970) 686-2626 Law Enforcement Agency: Weld County Sheriff (970) 353-5700 Weld County Communication Center (970) 350-9600 Weld County Office of Emergency Management (970) 304-6540 3. Surrounding occupancies & Land Use Adjacent and in all directions: Unincorporated Weld, agricultural, rural residential 4. Personal Protective Equipment Available: Location Self -Contained breathing apparatus: Fire Department Spare compressed breathing air bottles: Fire Department Lined turnout coats and pants: Fire Department Face Shield or similar protection: On site for employees Emergency Shut Downs TBD Required safety glasses, steel -toed boots, hard hats, clothing, rain coats, etc. are with each employee as necessary for their position 5. Location of Emergency Equipment & Supplies: Personal emergency equipment and supplies will be located in the office or with each employee. 6. Location &. Types of Water Supplies: A hydrant location is yet to be determined with this draft document. 7. Transportation routes: There will be three entrances to the site, all will be from Weld County Road 80.5. The internal roads have been designed to accommodate the needs of the Fire Protection District. Action Items and Response: The top three worst case scenarios that may occur at the Facility include fire, medical emergency, or a hazardous spill. In the event of a hazardous spill the operator has their own containment and cleanup plan for hazardous materials. All employees receive OSHA and First Aid Training to prepare for an emergency event. All employees are trained to contact 911. 11. Coordination with First Responder Agencies: A pre -submittal meeting with Fire Marshall Sandra. Frederichson was held on June 15, 2017. The intent of this meeting was to initiate contact and to describe both the Temporary and Permanent facilities. 12. Safety and Training Review: Employees will be trained on CPR and First Aid. Annual training and continuous training sessions will be offered to employees. The training will vary with different regulations some regulated by OSHA. Facility Manager Fire Dept. Official Date _ Date Weld County OEM Date 1 r rq C7 fru CERTIFIED MAIL® RECEIPT Domestic Mall Only For delivery Information, visit our websito at www.usps.com FulePP1451 wit952A in USE Certified Malt Fee $ 1 '1 Y Extra tervices &fees {ct+eeir txix„ add M DRag* rdovit $ C 0 Return R.Spt ieLcxrett) S Postmark tin CI Corned Ma F minctea DavelY $ $0 • QQ Hers 0 mks Signature Requirod $ $0110 ompit Signature Flattleted naivety S MU in ci Wit To POSIaile $0.49 rR N Si- s it Cactus Hill Ranch Co Inc tte ten 38990 State Highway 257 Fort Collins, CO 80524.9099 t di "r Yth 0680/2017 a..s..SfSS a_._.o.t anv na. rrn t ea PS Form 3$Q4lt April 2015 PSN 7530-02400-9047 See Reverse for InstructiDns SENDER: COMPLETE THIS SECTION I Complete Kema l , 2, and 3. IN Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the maltrI, or on the front I space permits. 1. Article Adder to: Cactus Hill Ranch Co Inc 38990 State Highway 257 Fort Collins, CO 90524-9099 $3.35 9590 9402 1419 5329 2003 52 028? 03 COMPLETE THIS SEC TJ0;14 ON VEL r ierP "r' A. Signahj x O Agent ❑ .Addresse a -- t i -.TINS B. R44 AC C. Data of Deliver 74aSe 7 D. Is delivery address different from Item t? O Yes If YES, enter daTivery address below: 0 No a Servlca lype O Priority Mail Expresse CI Adult Signature C Registered Kiiallt" © , duct � meted Delivery O and Malt Reuel CI Certified Mail Restricted Delivery turn RePt for O Coned on DelWay Merchandise 2. Article Number (Transfer from service label) UCollect on Delivery Restricted [ may ()Signature confirmation, 7 016 03140 1:1000 3461 2 014 ad Mali Restricted Delivery Restricted Delivery !ad Mall O SIgnat ire Confirmation vitineresme $50(7, PS Form 3811, July 2015 PSN 1530-4243004053 Domestic Return Receip 111 i i i i IiIiiHtiI•IIiI 1 UI 9590 9'4112 1t#19 5 329 2003 52 United States Postal Service IM ES ME FirateClass Mall ' Postage & Fees Paid LISPS Permit No. GA 0 Sender. Please print your name, address, and ZIPtir in this boxy' Tetra Tech Attn: Anne Johnson 1900 S. Sunset St, Ste. 1-E Longmont, Co 80501 i iviseGS99i 11 'rill ifi�i��rfl iir�i�!jail I Dir aillsilin tlpriilIjit U.S. Postal ervice'i CERTiFiED MAIL® RECEIPT Domes iic Mail Only 0 ry rR M rn C 0 Q ier 171 a For delivery wnf rrnation visit out website wvirvw.usps.cofrl . in PPfltIAL USE coormad Litt Fee $3 s 35 tra Senices &Fes Eckbar, ea.�V, a Return apt � $ Nairn Part Wean:60 $ Or p canted KAU ReetrItea Wary S a Aciut Sigruitut Reau $—l-$6. OD amot soneRtad Postage SI IOW $0.49 Postage ?C59 .D Sent TO Cactus Hill Ranch Co PO Box 691 Windsor, CO 80550-0691 . L/ LFIIM PS Form 3800, Aprit 2(}' 5 Frith 7530 32-040.9047 0287 03 Postmark Floe 06/30/2017 .aaaaw+►riSala zaarn m• op w7; ail aaesn r4.0.11 See R ?verse fur Instructions SENDER.: CO. PLETt T HiS SECTION • Complete -items. p=and 3, ▪ Print you r namel Sidi rr on the reverse so that we can relit m the card to you. • Attach this card to the back of the mailpiece, or on the front if apace permits. i i _ 1. Article Addressed to: Cactus Hill Ranch Co PO Box 691 Windsor, CO 80550-0691 14illllll IIII 1111111111 liii 11111111 11111111 9590 9402 1419 5329 2003 21 2. Article Number nsfer from sees cs label) 7U16 DBH U 0000 3461 2045 COMPLETE THIS SECTION ON DELIVERY Zere„,„Itu riniName) Sofa gAgent i Addressee C. Data of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: fl No 3. Service Type ❑ Adult Signature Efigdult � acted Delivery BiCerttliD1 Certified Mall Restricted Delivery In Collect on Delivery o Collect on Delivery Restricted Delivery 'ed Mari ed Mail Restricted [wry • $I O Priority Mali Express& O Registered 1r o Rered hell Restricted Return Receipt for Marchandia in Signature CorifirrnatkinTh J Signature Confirmation l estricted Defvfxy PS Form 3811, July 2015 PSN 7530-02-000-9D53 Domestic Return Receipt i i USPS TRAC Web i iii 959.0 9402 1419 5329 2003 21 United States Postal Service 1111 I FirsteCiass Mel Postage & Fees Paid LISPS Permit No. 0-10 • Sender Please print your name, address, and ZIP+46 in this box Tetra Tech Attn: Anne Johnson 1900 S. Sunset Ste Ste. 1-E Longmont, CO 80501 tl C i-ci— .-, c. C cz . 1 c nu C ci a C rn C aD r N U.S. Postal Service CERTIFIED MAIL® RECEIPT Domestic Mail Only For delivery inlorrnation, visit our webSite at mint/. . Certified Mei fee $3. 5 ee ( box ati .r � a ❑Floten Roe*, - $ LP Deettined Davery $ $0 QQ OAtkin Signature Required ,00- 0Ad,rts u• Patted DPrvay $ I1 $ Sent alb Fairway Acres Inc Sliciserial 2901 Saddler Blvd 'WSW( Severance, Co 80524-8558 Pottage PS Fr: a PSN 75341412.000-9047 0287 03 Pow Hare 06/30/2017 Co °verse for IRstaictIon5 SENDER: GOMPL L . TF THIS SECTION TION • Complete Items.% go and 3« Punt your name and address on the reverse so that we oargixtyrn the card lo you, In Attach this card to the back of the mailpiecoi, or on the front if space pmts. 1. Article Addressed to: Fairway Acres Inc 2901 Saddler Blvd Severance, CO 80524-8558 411111111 1111111111111111111 1 I II 9590 9402 1419 5329 2003 38 COMPLETE TN -US SECTION ON DELIVERY A. Signature X ❑ Agent ❑ Address ate of Delivers D. Is delivery address different from item's ? 0 Y If YES, enter delivery address below: O No T. Article Number (Trarnsfer from service label) ?016 ❑340 00❑1] 3461 2U3& 31 Service Iype es Priority Mail ® Adutt Siren O Registered Mailr" E tt a gnatire Restricted Delivery lipeppeoered hall Restrict MMO r► o Gentled Mall fietricti Delivery 0 Return Receipt for I =1 Collect on Delivery f c` ndIse Q Collect on Delivery Restricted Delivery Q mature rrnation sued Mall 0 slgnnttre Confirmation tired Mall Restricted Deitvenr Rintricted Delivery 554301 PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Reecelp i i LISPS TRACKING U i • 9510 9Uniy1915329 2003 38 United States Postal Service First.Class Mall Po & Fees Paid LISPS 'ernii Not. GAO Sander. Please print your name, address, and ZIP+40 in this big leka Tetra Tech Attn: Anne Johnson 1900 S. Sunset St., Ste. 1-E Longmont, CO 80501 10 CThentter thrinC-Ce C; Li" )7) iddpet 3461 2090 O 0 0 0 7016 aJL[IJ U.S. Postal Service CERTIFIED MAIL® RECEIPT Domestic Mail Only For delivery iniormatian, visit our website at WIVW.usps.comr, F0k��O C " �I�,I CLI �3�C� 1.. U S E Certified Mali Fee $3.35 i Srvlcesa Nes (chock bac add fin QReim Racelpt tricorns)$ 0Return Receipt Wric) 0 CAMSr&Restritted Deltwery $ SO_ 00 OAdueRequired $ Elmo Slpnaturn Reatrictsd Delivery $ $0.00 Postage $0.49 its Postage' $ 59 sew James K Miller &mew 39943 County Road 19 _ Fort Collins, CO 80524-9014 `bdi, tax 0287 03 Poste Hera 06/30/2017 romilrwasal PS Form 3800, April 2015 PSn7530-02-1"-904 See Reverse for Instructions ge SENDER: COMPLETE THIS SECT/ON • Complete items 1 "i2, end 3. ■ Print your namenameatid address on the reverse so that we can r urrt the card to you. • Attach this card, tipihe back of the maiipiecer or on the front if space permits. Artie s r l to: Jam - iller . 399434unty Road 19 Fort ins, CO 80524-9014 ., r COMPLETE THIS SECTION ON DELIVERY A x nature B4 R eived by (Printed Name) O Agent El Adder C. Date of Deliver , D. Is delivr a duress ifferent fry item17 O Yes If YES. enter delivery address Flow; 0 No 3. Service lype O Adult Slrr eturu O ,Adult Signature Restricted Ctdlray =edified Mail+ u llfled Mall Restricted Ddlver ► '9ttU 1419 .JCa c tJc 71 labei9 i0 Collect on Delivery y O Collect on pew Restricted Delivery 2. Attie Number {�l" ler horn servicen inet „re d 7016 0340 0000 3461 2090 "SW Restricted pa PS Form 38111 July 2015 PSN 7530.02.000-9 i i i I i Uattritlektkt# i i 9590 9402 1419 5329 2002 7? United States Postal Service O Priority Mall Express. O Registered Mall'" O,g=red Mall Restrict Return Receipt for fvterchandligio O Signature Confirmation' D Signature Confirmation Restricted Delivery Domestic Return Recelp Rrst-Class Mall Postage & Fees Paid LISPS Permit Na. G40 Sender Please print your name, address, and ZIP+4t in this box° Tetra Tech Attn: Anne Johnson 1900 S. Sunset St., Ste. FE Longmont, CO 80501 C N tr rR rq I.ma rn a a O S Sn re I Sent la nos a ervice CERTIFIED AIL' RECEIPT Domestic Mal! Only For delivery information, visit our website at www.usps.com'. DAyep Hnt I L U Certified Mail Fee - txtra Setvron S Fees t a lee $ OCarnal Mail Rostra Deasy $.4O— QMutt ifs mars Davey $ Postage $0.49 Iot holy* anti roes = . Liberty Savings Bank FSB tr x 120 W 2nd Sto. Ste 208 Dayton, OH 45402-1602 0287 03 Postmark Here 06/30/2017 a.__sro-a_ PS Form 300e. April 2015 PSN 75304g-000.9047 See Reverse for instructions SENDER: COMPLETE THIS SECTION • Complete items d, 2, and 3. IM Print your name and address on the rave so that we can return the card to you. • Attach this card to the back of the maiipie ce, or on the front It space mitts. 1. Article Addressed to: Liberty Savings Bank FSB 120 W 2nd Stt Ste 208 Dayton, OH 45402-1602 111111111 III 11 1 II 1111111 III I IM 9590 9402 1419 5329 2003 83 COMPLETE THIS SECTION OW DELIVERY O Agent I _ C. Da of J elivery Ye C r+lb D. Is delivery address different from item 1? Yeas If YESenter delivery address below O No 2. Article Number {Tare sfer fry, setylce labs 7016 0340 0000 3461 1970 PS Form 3811, July 2015 PSN 7530412-000-9D53 . Service Type C] Mitt Sipnata 0 Muit BignessRestricted 0ifivery , MAO 1E1 Certified Mall Restricted Delivery O Collect on Delivery ❑ Collect on Delivery Restricted Delivery .r, ,_-lad Mall Ted Mail Restricted Delivery O Priority Mall Expo O Fieraistered Mail"' D Fettered Mail Restricted n Receipt for Merchandise O Signature Confirmation"" © Signature Confirmation Restricted Delivery Domestic Return Receipt i I i i i uSPs II:LACKING # i i I 9590 9402 1419 5329 2003 83 United States Postal Service I 1 Sender: Please print your name add psi and ZI Tetra Attn: Anne 1900 S. Sunset St., Longmont, CO 80501 aefri -Class Mail & Fees Paid +�f,{n Ehi: b ° -eSc & c 4,, e I 10 11��'J'jf�'�I�'111�� jl�lr��l�"jl'ff,��f�1�ll=�illlilfllr+Jrl'!� CERTIFIED MAIL° RECEIPT r-1 rn 0340 0000 r C r Domestic Mail Only For delivery Information. visit our website at www,usps.comu' FoRocapli s ti caci,s2A L U S E Certified Fee $3.35 nu -MO -Er —is see plea Oar. add Ss OFtearro Fleuipt crignicoral $ newt Ilecuspt *dam s --$0.00 0csukid Restriciatd a.,, t $01_ GO - 0 Adult Sitnatare R O Adudt Signseuro nattatted oesy Postage $ Total Postage arid F r 59 Isom To s Michele L. Benson earifiii-jois 8765 County Road 80.5 Fort Collins, CO 80524-9000 trig Tail $0.49 0287 03 Poste Hero 06/30/2017 W. it Paway a mu as" P5 Form 3800. April 2015 P5N 753 2 n • JO 1Cr Instructic is SENDER: COMPLETE THIS SECTfON S Complete items 1 12 and 3. Print your name and address on the reverse so that we can return . the cani to you. El Attach this card to the back of the inalipiece, or on the front if space permits. 1. Mick' Addressed to: Michele L Benson 8765 County Road 80.5 Fort Collins, CO 80524-9000 m Illllllllllllllllllllllfllllllll 1111111 9590 9402 1419 5329 2003 69 2. Article Number (Tnns(er from service label) 7016 0340 0000 3461 2007 COMPLETE THIS SECT/ON ON DELIVERY B. Received by (Printed Warne) Jr Addresee fterd C. Date of Deliver b. Is delivery address different from Item 1? O Yes It YES, enter *lively address below: O No PS Form 3811, July 2015 PSN 7530-02-000-9053 3, Service'Pipe • Mduit sin 2L7 iutt mature Restricted tliveryr 'Certified Mail® # Certified Mail Restricted Delivery O Collect on Delivery • Collect on [livery Restricted Delivery 1-" Insured Malt -ured Mail Restricted Delivery er SSW O Priority Mail Evens!' • Regbtered O R#e9Istered Mail !gastric' p,: rrawly El:Retur Retelpt tar Men:bands. O Signature Confirmation' O Signature Confirmation Restricted Delhlery Domestic Return Reap 9590 9L102 1419 5329.2003 L9 United States Postal Sendai First -Class Mali Postage & Fees Paid usPs Permit No. SICI Sender Please print your name, address, and Z(P}4 in this box* Tetra Tech Attn: Anne Johnson 1900 S. Sunset St., Ste. FE Longmont, CO 80501 fichee illaarid' v r I US. Postal Service CERTIFIED MAIL® RECEIPT Tig rr ni rR m ci 0 0 O C Domestic Mar! Only For delivery information, visit our website at wwwusps.corxr. ¶W1AL USE Celled foe $3.3' S 47. aareascy h Ote► s $0.4 ocartm.d Mau FonUttitPi Delvery $ S ailidinitmeumMmoired $ $0«00 pica Signature Restricted Dethosty I postage $0.49 t o�, i '� I Sent re Nicholas Wharton & Mitch Neison PO Boy 339 3 5. Timber Ridge Pkwy Severance, CO 89646 $0.5.511 0287 03 Postmark Hers 06/3012017 Ga+i.i SS.-Sm. . •1 i...- --- . SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you • Attach this card to the back of the rnaiiplece, or on the front If space permits, 1. ArticleAddressed to: Nicholas Wharton & Mitch Nelson PO Box 339 3 5. Timber Ridge Pkwy Severance, Co 80546 9590 9402 1419 5329 2010 69 O Agent D Addrxee of Dolivni D. Es delivery address dff ent item 11 O Vas Ii YES, enter delivery addruss below: O No 2. Article Number (Transfer torn service label) 70112 0340 0000 3461 2113 PS Form 3811, July 2015 PSN 753c-O2-OOO-9053 3. Service Type ® Mutt Signature EJ Mutt Signature Restricted Delivery► Certified Mal Restricted Delivery Collect on query O Collect an Delivery Restricted Delivery "wir d Mail mired Mail Restricted Delivery iver15 ❑ Priority Mall Expresses O Registered Mairm O Registered Mail Restricts 0 ivery 1E1. Return Receipt far IAerchardise ❑ Signature Carithrnationrm ❑ Signature Confirmation Restricted Delivery Dom tie Return Receipt USPS TRACKING UI 9590 g40r1143915329 2010 69 United States Postal Service First -lass Mall Postage & Fees Paid USFMS Permit Na G-10 • Sender Please print your name, address, and ZIP+4° In this box"' Tetra Tech 1900 South Sunset Street, Suite FE Longmont CO 80501 1111WWI 0 111111IIIII}lira}1I$ I lii I11III r ci a a C a in 1 C3 N Corned trans *7 .35 3 ("chock owe add frfri ORetain twdoop-A $ O Return kocetpi (shlietronic) s a [3 Certified Mall Restricted Navel $ - SO _U► _-- Q Required $ __.. omultswithat (filed Denney $ — Postage SO.49 TALL Postage emir(' 59 Soot To North Weld County Water District '-gtretat r PO Box 56 _ Lucerne, CO 806444056 U... Postal Service' CERTIFIED WAIL° RECEIPT Domestic Mail Only For delivery_ information, visit curwebsite at ww iv.usps.Cant*'. LAC CF8n6leIALUSE__ 0287 03 Postmark Hero 06/30/2017 ems amen amen wiry —Nif-11 aenr - .-ua sag PS Form 3800, Apr' 015 PSN nal-02.0003-90.1.7 Sec Reverse to Instructions SENDER: COPII'P&ETE THIS SECTION ■ Complete items 1, 2, and 3. Print your name and address,9n the reverse so that e can return the card to au. • Attach this card to thb back of the rnsilpiece, or on the front if space permits. _ 1. Article Addressed to: North Weld County Water District PO Box 56 Lucerne, CO 80646-0056 Iilllll�lllllllllllllllllllllllllllill�.III III 9590 9402 1419 5329 2003 07 2, Article Number (Transfer from service label) 7016 0340 9000 3461 2069 COMPLETE ThIS SECTION ON DELIVERY ture x B. Received by (Printed Nam 0-.i . D. .a delivery address different from item 1 9 0 Yes If YES, enter delivery address below: O Na O Agent • Addresset C, Data of Denver! . Service Type D Adult Signature 'ult SignatureRested Delivery fed Maine DCertified Mall Restricted Delivery o Collect on fMivacy o Collect on Deivary Restricted Deilivary CI Its Mall \insured Mall wed rr rani Mt PS Form 3811, July 2015 PSN 7530-02 000-9053 ❑ Priority Mall Expre ❑ Registered Malin' D tst gyred Mail Restrict leery urn Receipt for Merchandise ❑ Signature Confirmation' [ Signaturb Confirmation Restricted Delivery Domestic Return Receip i i1II llli�l� 9590 9142 1419 5329 2003 07 United States Postal Service First -Class Mail Postage & Fees Paid USPS Permit No. (3-10 Sender: Please print yrDur name, address, and ZINO in this box° Tetra Tech Attn: Anne Johnson 1900 S. Sunset St,, Ste. 1-E Longmont, CO 80501 ,lam r--i0-J-- %Ct.- 9 -)A2). --N k --o' j ru d ru rR m C Q O C 0 m C S U.S. Postal Service' CERTIFIED MAIL® RECEIPT Domestic Mail Only ror delivery information, visit cur tiwebsite it ww w r sps.corrm1`. FO VIPs r1ce815A L if 5 E _ UMW Matt Fee $ s 35 Extra Services �aeQ frock box, a h+ i�- 0 Flair. Fier thercicory) $ Ii i S— $ � ❑ Cried LW nominated o.vryr �Ado Strata Ricalted p Mutt n aitovictod t7aem Postage S Total Puatago rind Foos $6.59 $ $0. 00 00.49 tarsi To three: an edit' Alai Robert W. Rowton 40127 County Road 17 Fort Collins, CO 80524-9050 0287 03 Postmark Here 06/30/2017 ■,m-ima.aaa a.m-- -•wt.w-ww -• a a sa.,b PS Form 3800, April 2D15 PStd 753a•112•OOO-9tt;7 See Reverse for Instructions SENDER: COWLEI.€ THIS SECTION a Complete items 1, Z and 3. • Print your name and address on the mverse so that we can return the card to you. a Attach this card to the back of the mdpiece, or on the front If space permits. 1. Article Addressed to: Robert W Rowton 40127 County Road 17 Fort Collins, CO 80524-9050 11111111111111111111 MINN 9590 9402 1419 5329 2003 45 2, Artir to Number i?runsfer (rpm spsv1ra I t 7016 0340 0000 3461 2021 opigipkommenla _ THIS SECTION ON DELIVERY 13. Received by (Pentad Nam 0 Ad Date of Deliver, D. Is delivery address different from Item 11 0 Yes If YES, enter delivery addreu below: D No a Setvicelype Q Adult Signature °Adult Signature Restricted Delivery Er Certified Wile CI Certified Mali Restricted Deliver/ C i Wolof on Davey y O Collect on Deliver Restricted Delivery red Mail red ma Restricted Delivery lte O Priority Malt Express. O Registered Ma!ITM O F !stated Mall Restrict Return Receipt for Merchandise • Signature Cantirm aticn; O Signature Confirmation Rasbicted Delivety PS Form 3811, July 2015 PSN 7530-02-000e9053 Domestic Return Receipt tasowegl4G# I'i i I i iii 9590 9'1402 1419 5329 2003 45 United States Postal Service First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 Sender. Please print your name, address, and Z!PMe'ln this box• rt Tetra Tech Attn: Anne Johnson 19005. Sunset St., Ste. 1-E Longmont, CO 80501 Cry C.... ° r tee I . . ' osta erviCe' CERTIFIED MAIL' RECEIPT Domestic Mail Only Cr r m a S a Q C N For delivery infarr atian. visit our website at www_LJsps-corm'. LoveriP P P Canino:IMO Fee $3.35 AL pattheo fisturn � $ f l I Cl —$0-410— Cattibed Mali Rastrictad Dainty $ _ en ran 0 Adult Signatur. Required S #0. An Satin milAn D&Delivery $ M Tta ta $0.49 Poster and Fps $6.59 SE 0287 03 Postmark Here 06/30/20i7 sans Ta Saddler Ridge Metropolitan District afar 1627E 18th St ��. ,.. Loveland, CO 80538-4209 I�r, afar 1...■ et. aaa Si s a .. _. PS Form J80O, Apr;: 2015 PSN 7530.02-000 9041 See Rnvcrso for Instructions '4 as SENDER: COMPLL'I THIS SECTION p Coln- 2, and 3. tag • Print your name and address on the reverse so that we can return the card to you. N Attach this card to the back of the rnallplecet or on the front if space permits. • 1. Article Addressed to: Saddler Ridge Metropolitan District 1627 E 18th St Loveland, CO 80538-4209 9590 9402 1419 _ 5329 2003 76 a. Article Number (AertsSer from service label) ?016 0340 0000 3LI6I 1994 PS Form 3811, July 2015 PSN 763G-042-000-9053 COMPLETE THIS SECTION ON DELIVERY C� Agent In Mdresse C Date of Deliver l D. Is delivery address different from item 1? f Yes if YES, enter delivery address below; Q No �70 eifevi of" 61v] eavdp0/ 7 3. Service Type p Adult Signattre QM ult Signature Restricted Delivery =sniffed PaJli D Certified Mail Restricted Delivery O Collect on Delivery in Collect on Delivery Restricted Delivery red Jii Red matt Restricted Delivery ❑ Priority Mall Express!) l�ROOSialed Mari' o R tared Mail Fleatrict Return Receot roc else D Signature Canfitnatkonl D Signature C0flfirmalion Restricted Delivery Domestic Return Receip C i i i USPS TRACKING # i 9590 9402 1419 5329 2003 71 United States Postal Service III 11 I First-class Mail Postage & Fees Paid U5P5 Permit No. G -1O gloffineSildba * Sender Please print your name, address, and ZIP+4, in this box* Ld 7,0 Tetra Tech Attn: Anne Johnson 1900 S. Sunset St., Ste. leE Longmont, CO 80501 ,�►...� '� ' -cv- ewe' rtz te,, O' tit fl,i1111111 'till 11iIII C r1 ru 0000 3463 U.S. PostalService!" CERTIFIED MAIL® RECEIPT Domestic Mail Only For delivery information, visit our website wLvW_usps.con) 9213111 TA AL US es NA testified Mel Fee i 3 . 35 0287 03 _..tea .eeebat, add tee 0 Return Recelpt iharckniy) $ OCatilledMail Restricted r $ - —le 00-- DMult SkInatun• RADWAred $ oS- rn rIRonns _ 1 $0 49 rn _ jibs Portage and _ aD 4-4 rift ;t59 rtTO Silicon Ranch Cor poration swam 150 3rd Ave S Ste 2000 ... Nashville, TN 37201-2011 PS Form 3800. Aprtl 2Q15 PSN 7500.02.000 .9047 Postmark Here 06/30/2017 toes ao. •s. w ra clt.-ISO s4lM SOS! •. WIRNININIVIIIP711. Wilt II NOS Ilea II wee Reverse for Instructions• SENDER: COMPLETE THIS SECTION • Complete items 1, 2, end 3. s Print your name and address on the reverse so that we can return the card to you. �■ Attach this card to the back of the railplece, or on the front If space permits. P-1. Article Addressed to: Silicon Ranch Corporation 1503rd Ave 5Ste 2000 Nashville, TN 37201e2011 II Mill 1111 9590 9402 1419 5329 2002 60 2. Article Number (Transfer from service 7316 0340 0000 3461 2106 PS Form 3811, July 2015 PSN 7531-02-000-1053 CQMPLE1k ?HIS SECTION ON DELIVERY A. Signature 7 Agent Aciciressef B. Receiv ; • by (Printed Name) a COO 16 D. Is delivery address different from Item 17 D tf YES, enteir delivery address below: O No Dediven 31 Service Typo o Adult Signature D,Mutt Signature Restricted Delivery 'CIS Mane o Certified Mall Restricted Delivery El Collect on Delivery © Collect en Delivery Reetdcrted Delivery safr wrest Mail mined Mail Restricted Delivery Q Priority Mall Express® Mani oeptrid Mail Pict Merchandise for ❑ Signature Confirmation" • $I$r tvre Canllrrrnation Restricted Delivery Domestic Return Receipt i i i USPS TRACKING # i I]' 9590 9402 1419 5329 2002 LO United States Postal Service First -Class Mail Postage & Fees Paid asps Permit No. G-10 Sender: Please print your name, address, and ZIP+4e' in this box' 4 Tetra Tech Attn: Anne Johnson 1900 S. Sunset St., Ste. FE Longmont, CO80501 0 f jIIit; jjljur ljlp ph.1 a I, .jjssjjj . ii Pie CO Er rn C 1M n C a A U.S. Postal Service'" CERTIFIED MAIL® RECEIPT Domestic Mail Only Fcr delivery information, visit oux wobsito at www.usps.conn*. WI raot� c�a2sE I A L Certified Mail F°° S 3.35 ira ices a Fae3 @heal & rs# ❑ [win RetDt Mir Recsipt ( ntc) oCw't)tied h Rattled Delivery S 0 mutt Signature fiequired$ LEI Signature Rantictual Delivery $ Postage $0410 $0• 00 $0.00 Te to Ptratage l $0.49 $.459 sent o Stephen A Nisbet f-thitsinin PO BOO 4110 1298 Main St. 4 i Windsor, CO 80550-7904 0287 03 Postmark Hero 06/30/2017 NoWnSOMMOMOKSMWtelpeliew $r•erers+s■ sasembli a-empwa PS Form 3800, April 2015 PSN 7530 O2-000-go-* Sec Rcvcrse for Instructions SENDER: COMPLET h THIS SECTION it Complete items 1, 7 and 3. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front If space permits. Article Addressed to: Stephen A Nisbet PO Box 4110 1298 Main St Windsor, CO 80550-7904 uu i m II i i i HI i i i m i 9590 9402 1419 5329 2003 90 i A er 40 CQMPL ≤TE THIS SECTION ON DELIVERY As Sig x efiseL.-ne- Agent Ca Addressee B. Rxefvry (�r�frifarRe} C. Date of Delivery D. Is delivery address different from item 1? ID Yes If YES, enter delivery address below; d No rvice Type ' 3. rEMatt Signature .0 ��ed Delivery Malay O Certified Mail Restricted Deilvery _ ❑ Collect on Delivery 2. Article Number (Transfer (mm sante label) El Collect on DeNyery Restricted Delktrery 7016 03140 0000 3461 1987wed Mail fired Mail hex! Delivery - _ _-- s5o� PS Form 3811, July 2015 PSN 753G-024)00•9053 9590 9402 1419 5329 2003 90 flea ' United States Postal Service ❑ Priortty Mall Expresse El Registered Mar ❑ tared Mail Restrict& Beaton, Receipt for Merchandise El signature Contimnatfon ' Cl Signature Confirmation Restricted Delivery Domestic Return Receipt First -Class Mall Postage & Fees Paid USps Permit No, G -1O • Sender Please print your name, address, and ZIP+4t in this box* Tetra Tech Attn: Anne Johnson 1900 S. Sunset St, Ste. 1-E Longmont, CO 80501 « Stv z-cUr-. dc.r rtirk I'' mil alliphim ,Jj[ Oil 41411.p„ij U.S. PostalService" CERTIFIED MAIL® RECEIPT rj tin fl-i r4 sti 0 C C 0 0 S N Domestic Mail Only For delivery information. visit our websito at www.usps.com" FORIP"P.iCtl I� A Certified Mall Fee $3.35 LUSE ttra ertrlc Plecic tat an me 75 #�! ❑ Rehr ricApt {akciftnit) $ _ ILO I ❑Cottined MSS Rfatricted Dollen $ $0.00 o $'402-00-- DAduft Signatansottleted Deasy tPetatage $0.49 • till Postage end Fir 59 SeatTo K & Company sans, d o John Moore PO Box 449 Fort Collins, CO 80522 49 0287 03 Postmark Here 06/30/2017 1 aria a- t,.TT AI nap MT•- iiiiiedare .eadie* 4 wry • PS Form 3800, April 2015 PSN 7530-0:-003-9047 See Reverse for instructions ru r9 ru m a r Q P1 0 rag C r U.S. Postal Set iii ice'M CERTIFIED MAIL® RECEIPT Domestic Mali Only For delivery infnrrnation, visit our web site at wwVw usps,c0411 4 FO D IN5 t yX915? use Certified Mail FOO $3.35 S Extra v' cues & Few! groat beg Return R+ctpt ID Rani Receipt (elearcnic) esseried Mai Restricted D*st �Adult Signature td ®Ada Signature Rotatedc • t: mil_ $ 5 —Ate .60 I Postage $0.49 Total Puling, an•fitrr-ns stinatto _ Laura and Gregory Doyle shrietar 8775 County Road 80.5 Weld County, CO S 0 5 a 0287 03 Postmark Here 06/30/2017 •• ma ma o - Pa Form 350D. April 2015 PSrt 7.S30402.000-9047 See Reverse for lnstruc tior.c U.S. PostalService' CERTIFIED MAIL® RECEIPT N ru C O rn 0 Celitified $3035 5 Extra senrpl ce3 & ecro tc Rattan Rotan El l tl carta.d ma Read Delivery C Mull StriatumRa omust Siren Rastrkeled Datitary s ---- Panne S S sent To Sheryl A Dierenfield Q - I;/ 7751 E State Highway 14 Plaa __ Fort Coffins! Co80524-9041 $0.49 Postage and Fees rw PS Form SrPSN 530-0? .01.10-904 Domestic Mail Only For delivery information, visit our website at www.usps.com'. FOF0911143' Ce899711i is USE j 087 03 add $_$0.0n $ tom$_440700_. Postmark Hero 06/30/2017 WWII iWSSWIM !riff sin 'puma r gory saa wadi' �verso or Instructions i SENDER: COMPLETE THIS SECTION ▪ Complete its 1.2, and 3, • Print your name and address on the reverse so that we can return the card to you. ▪ Attach this card to the back of the mail,plece1 or on the front if space permits. 1, Article Addressed to: Sheryl A Dierenfield 7751 E State Highway 14 Fort Collins, CO 80524-9041 MINIM Illillln�lllllllllllllnll 9590 9402 1419 5329 2002 91 2. Article Number (Transfer elm service mil) 0 16 0340 OH O MThI 2076 i orm July 2015 Psis, 7530-02-01)(1-9053 D. Is delivery address Stresnttt frorn item 1? I=I Yes If YES, enter delivery address below: 1 ] No a Service 1Wpa CI Priority MtI Expresegi E] Adult Signature 1. fiegbdared Maim O.,Adurt Signature Restricted Delivery O tererd Mall Pie Mae O Certified Mai Res'ncted Delivery r, Merchandise E Receipt f Collect Qcl h ry fi C Irrnatit �" O Delivery RestrictedCollect on Deliver wed Mail 0 lure Confirmation red Mail Restricted Delivery Restileted awry Domestic Return Receipt USP8IRACIWG�1 IIItll III �IIIIIII IIIluf fIIIIII. 1II 9590 9402 1419 5329 2002 91 United States Postal Service 14, Sender: Please print your name, address, and 1P+46 in this box F.drat -Class bail Postage & Fees Paid LIPS Permit No. GAO Tetra Tech Attn: Anne Johnson 1900 S. Sunset St, Ste. 1-E Longmont, CO 80501 C d U---.° e - US. Postal Service' CERTIFIED MAIL® RECEIPT m ci ru rel m 0 A Q C Domestic Marl Only $3.35 iv an (check aRatan R•colpi � $ add in i O Cartified Mail Raaktsd Whig, El Adult Straws Requkst1 3 --$1:600-1 oASS Signature Rsricted Many $ ,Postage nrI cottage CI —D r4 ci N S $0.49 ir 59 TKO Land & Cattle LLC skinny, 10643 Echo Rd Clarendon, TX 79226-5211 a 0287 03 Rost Hero 06130/2017 ._lel lerrir .� -- - PS Form 3800, Agri 2015 P5N7S3Q42.00Q*804T Reverse or Instraclians CONTRACTORS SIMON CONTRACTORS 6215 Clear Creek Parkway • Cheyenne, WY 82007 • 307.772-3200 • 307-635-9510 Fax June 30, 2017 Dear Neighbor, The Severance Asphalt and Ready -Mix Concrete facility is proposed for Simon Contractors to provide Asphalt and Ready - Mix Concrete products to any number of potential Weld County and Northern Colorado customers both in the public and private sectors. The proposed facility is currently operating in a temporary role and was granted a Use by Right for a temporary asphalt plant associated with a specific CDOT project. The facility being proposed is for permanent asphalt and ready -mix concrete plants. The facility will be built and operated by Simon Contractors, an industry leading construction engineering company. The location of the facility is approximately / mile south of the intersections of Highway 257 and State Highway 14. The facility will consist of a Concrete Plant, Asphalt Plant, and material stock piles associated with the development of Concrete and Asphalt products. Simon Contractors will be working with Weld County to obtain the appropriate permits in the coming months. We are hopeful construction will begin spring of 2018. Your input is very important to us throughout the entire project. We are contacting you to invite you to an open house where you can meet representatives from Simon Contractors. If you have additional questions, please contact John Pinello at (307) 286-4748 or JPinelloCasimoncontractors.com. We will be hosting an Open House at the Windsor Severance Fire Station 1 at 100 7t" Street, Windsor, CO 80550 on Monday, July 10 from 4 — 6 p.m. We hope to meet you then. Sincerely, Simon Contractors OFFICES: CHEYENNE, WY • NORTH PLATTE, NE • SCOTTSBLUFF, NE ` RAPID CITY, SD - An Equal Opportunity Employer - JUN 26, 2017 P:\SIMON DESPERATEI1000' EUFFER.MXD * See Attached Properties Notified List for Parcel Information Corresponding to the Numbers Displayed here 1900 S. Sunset Street, Ste. 1-E Longmont, Colorado 80501 PHONE: (303) 772-5282 FAX: (303) 772-7039 MAP # PARCEL NAME ADDRESS1 ADDRESSZ CITY STATE ZIPCODE TOWNSHIP RANGE SECTION 0 070508000041 PO BOX 4110 1298 MAIN ST WINDSOR CO 805507904 7 67 8 NISBET STEPHEN A 1 070508400001 ROW TON ROBERT W 40127 COUNTY ROAD 17 FORT COLLINS CO 805249050 7 67 8 2 070508400003 DIERENFIELD SHERYL A 7751 E STATE HIGHWAY 14 FORT COLLINS CO 805249041 7 67 8 3 070509301022 LIBERTY SAVINGS BANK FSB DAYTON OH 454021602 7 67 9 120 W 2ND ST STE 208 4 070509301023 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 5 070509301024 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 6 070509301025 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 7 070509301026 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 8 070509301027 LIBERTY SAVINGS BANK FSB DAYTON OH 454021602 7 67 9 120 W 2ND ST STE 208 9 070509301028 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 d 10 070509301075 FAIRWAY ACRES INC 2901 SADDLER BLVD SEVERANCE CO 805248558 7 67 9 11 070509301076 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 12 070509301077 LIBERTY SAVINGS BANK FSB DAYTON OH 454021602 7 67 9 120 W 2ND ST STE 208 13 070509301078 LIBERTY SAVINGS BANK FSB DAYTON OH 454021602 7 67 9 120 W 2ND ST STE 208 14 070509301079 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 15 070509301080 LIBERTY SAVINGS BANK FSB DAYTON OH 454021602 7 67 9 120 W 2ND ST STE 208 16 070509301082 10643 ECHO RD CLARENDON TX 792265211 7 67 9 TKD LAND & CATTLE LLC 17 070509301083 LIBERTY SAVINGS BANK FSB DAYTON OH 454021602 7 67 9 120 W 2ND ST STE 208 18 070509301084 LIBERTY SAVINGS BANK FSB 120 W 2ND ST STE 208 DAYTON OH 454021602 7 67 9 19 070509301089 SADDLER RIDGE METROPOLITAN DISTRICT LOVELAND CO 805384209 7 67 9 1627 E 18TH ST 20 070509301094 LOVELAND CO 805384209 7 67 9 SADDLER RIDGE METROPOLITAN DISTRICT 1627 E 18TH ST 21 070509301095 SADDLER RIDGE METROPOLITAN DISTRICT LOVELAND CO 805384209 7 67 9 1627 E 18TH ST 22 070509401081 10643 ECHO RD CLARENDON TX 792265211 7 67 9 TKD LAND & CATTLE LLC 23 070516000023 CACTUS HILL RANCH CO PO BOX 691 WINDSOR CO 805500691 7 67 16 24 070516000054 CACTUS HILL RANCH CO PO BOX 691 WINDSOR CO 805500691 7 67 16 25 070516000058 K & M COMPANY C/O JOHN MOORE PO BOX 449 FORT COLLINS CO 805220449 7 67 16 26 070516000059 MILLER JAMES K 39943 COUNTY ROAD 19 FORT COLLINS CO 805249014 7 67 16 27 070516100061 BENSON MICHELE L 8765 COUNTY ROAD 80.5 FORT COLLINS CO 805249000 7 67 16 28 070516100062 MILLER JAMES K 39943 COUNTY ROAD 19 FORT COLLINS CO 805249014 7 67 16 29 070516100063 SILICON RANCH CORPORATION 150 3RD AVE S STE 2000 NASHVILLE TN 372012011 7 67 16 30 070516300002 CACTUS HILL RANCH COMPANY PO BOX 691 WINDSOR CO 805500691 7 67 16 31 070517000056 CACTUS HILL RANCH COMPANY PO BOX 691 WINDSOR CO 805500691 7 67 17 32 070517000059 NORTH WELD COUNTY WATER DISTRICT PO BOX 56 LUCERNE CO 806460056 7 67 17 33 070517000060 CACTUS HILL RANCH CO PO BOX 691 WINDSOR CO 805500691 7 67 17 34 070517400001 CACTUS HILL RANCH CO PO BOX 691 WINDSOR CO 805500691 7 67 17 35 070517400002 CACTUS HILL RANCH CO INC FORT COLLINS CO 805249099 7 67 17 38990 STATE HIGHWAY 257 TETRA TECH MEETING NOTES Topic: Neighborhood Meeting for Simon Contractors Proposed Severance Asphalt and Ready -Mix Concrete Plants Date: July 12, 2017 Location: Windsor Severance Fire Station 1, 100 7th Street, Windsor, CO 80550 Attendees: Simon Contractors: John Pinello, Buddy League, Brett Baker, Rod Havens Tetra Tech: Anne Johnson (Planner), Ryan Kacirek (Planner), Kathy Junglen (Engineer), Gene Coppola Town of Severance: Mitch Nelson Note Taker: Ryan Kacirek Summary of Neighborhood Meeting Presentation Simon Contractors held a neighborhood meeting at Windsor Fire Station 1, 100 7th Street, Windsor, CO 80550 on July 10, 2017. The meeting was attended by 1 neighbor, a representative from the Town of Severance, and the property owner. An attendance sheet is attached to this summary of the neighborhood meeting. A summary of comments and questions from the attending neighbors will be provided. Neighbor(s): • Ben Benson Mr. Benson lives approximately .75 miles east of the site on Weld County Road 80.5. He shared the following information and concerns: o Mr. Benson was concerned about traffic, specifically truck traffic getting off of 80.5 onto Highway 257. He was concerned about potential accidents and traffic backing up there. o Mr. Benson was concerned about routing of traffic, he did not want to see any traffic go east on 80.5 o Mr. Benson was concerned about the surface of WCR 80.5 and what will be done to maintain it in good standing. o Mr. Benson was concerned about the hours of operation and the noise that potentially could be generated at night. o Mr. Benson was concerned about the smell that odors that could come from the facility and what is being done to mitigate them. o Mr. Benson was concerned about how his property values will be impacted, especially because he just moved there. In general Mr. Benson was concerned about noise from the operations, time of day of operations, traffic and particular traffic impact at WCR 80.5 and Highway 257, and smell coming from the facility. Mr. Benson was the only neighbor who attended the meeting. fi =_9 in. i Y K a I � l ids, , 0 . 1 5 3 0 Z fl 0 rn 2 a I !7i n 1* A 3 e$ V r V CD .... e r Ol in :a\ 3 pyy C _ ` CD M t 1 i M 1Y iiii z n fp im su n . i wc Y..f- aF D 1 4 v) \*It IC) r ir, kn i -, .‘4, 0 I Clb > \dis , 3 = 0 cmi1 a CN a sisse in tn -a O C i(1 CD SD VI m C CD FNJ, 0J g fp jr\ J CU V\ _*4 . MC 4 O_ O_ ii VItil :::.\\ • From: Johnson, Anne[mailto:Anne.Johnson@tetratech.com] Sent: Tuesday, July 25, 2017 11:00 AM To: Scott Ballstadt <sballstadt@windsorgov.com> Cc: PINELLO, John (CHEYR <JPinello@simoncontractors.com>; Kim Ogle ckogle@weldgov.com> Subject: RE: Simon Preliminary Site Traffic Distributions Hi Scott, I'm just following up to see if the Town has any further questions. We have submitted to Weld County and I am sure the Town will be a referral. Attached is the traffic report. Sincerely, Anne From: Johnson, Anne Sent: Friday, July 07, 2017 10:27 AM To: 'Scott Ballstadt' <sballstadt@windsorgov.com> Cc: 'PINELLO, John (CHEYR' <JPinello@simoncontractors.com> Subject: Simon Preliminary Site Traffic Distributions Scott, Thank you for your time this morning. Attached is the Preliminary Daily Site Traffic distribution graphic. The trips are predicated on the particular job site, but as you can see, it is estimated that the large majority of the traffic will head north onto State Highway 14. As a reference, the site is located east of and adjacent to SH'' 257 and south of and adjacent to WCR 80.5. Let me know what additional information you need. Thanks again, Anne CONTRACTORS SIMON CONTRACTORS 6215 Clear Creek Parkway • Cheyenne, WY 82007 • 307-772-3200 • 307-635-9510 Fax July 10, 2017 Kim Ogle, Planner Weld County Planning 1555 North 171h Street Greeley, Co 80631 RE: Simon Contractors temporary use for asphalt batch plant Dear Mr. Ogle, The fifth -wheel being stored on site is not inhabited. We have had security issues on site and it was our intention to appear as if someone is living in the unit to help curb trespassing and theft. Should our Use by Special Review permit be approved, fencing and gates are planned along Weld County Road 80.5 to deter criminal activity. Let me know if you have other questions. Sincerely, John Pinello Simon Contractors OFFICES: CHEYENNE, WY • NORTH PLATTE, NE • SCOTTSBLUFF, NE • RAPID CITY, SD - An Equal Opportunity Employer - Traffic Impact Study S IMON CONTRACTORS Weld County, Colorado Traffic Impact Study SIMON CONTRACTORS Weld County, Colorado August 10, 2017 Table of Contents I. INTRODUCTION I II. CURRENT CONDITIONS A. Road Network B. Traffic C. Operating Conditions D. Surrounding Land Uses 7 III. FUTURE TRAFFIC CONDITIONS7 A. Agency Discussions 7 B. Development Overview 7 C. Site Traffic 8 D. Trip Distribution 8 F. Future Traffic 12 F. Future Roadway System 12 IV. TRAFFIC IMPACTS .17 A. Short Term Improvements 17 B. Long Terra 19 V. DESIGN CONSIDERATIONS...21 VI, CONCLUSIONS 21 List of Figures Figure 1 Figure Figure 3 Figure 4 Figure 5 Figure Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Figure 12 Vicinity Map 2 Current Roadway Geometry ,..4 Current Peak Hour Traffic 5 Concept Plan Site Traffic Distribution 10 Short Term Site Traffic �. 11 Short Term Background Traffic 13 Short Terra Total Traffic 14 Lang Term Background Traffic 15 Long Term Total Traffic 16 Short Term Roadway Geometry 18 Long Term Roadway Geometry e20 I. INTRODUCTION Simon Contractors is a construction materials supplier located at the SH 257 --- R 80.5 intersection in Weld County, Colorado. It is currently operational but plans to expand consistent with future demand. The site is located in the southeast corner of the SH 257 — CR 80.5 intersection about one-half mile south of SH 14. A vicinity map is presented in Figure 1. This traffic impact study assesses the current and planned future development. It contains the investigations and analyses typically contained in a full traffic study, Key steps undertaken as part of this study are defined below. • Obtain current traffic and roadway data in the immediate area of the site. • Evaluate current traffic operations to establish baseline conditions. • Determine site generated traffic and distribute this traffic to the nearby street sys- tem. • Estimate roadway traffic volumes for both short- and long-term conditions. • Evaluate traffic operations with the Simon Contractors fully operational under both short- and long-term conditions. • identify areas of potential deficiencies. • Recommend measures to mitigate or ease the impact of site generated traffic as appropriate. 1� q 0 mi I 1.5 78 SITE 19 I Copyright @ and (P) 198-8-2012 Microsoft Corporation and/or its suppliers, All rights raserved. htipti/www.microsoft.corristreats/ kip int-a-ms) 2 2.5 Figure 1 2 VICINITY MAP J lip CURRENT CONDITIONS A. Road Network The site is located in the southeast corner of the SH 257 — CR 80.5 intersection. These roadways are under CLOT and Weld County control, respectively. SH 257 is a major north -south arterial roadway having regional significance. It is a two- lane highway extending from SH 14 to Windsor. It has a posted speed limit of 65 miles per hour adjacent to the Simon facility. Auxiliary lanes are generally available where needed. CR 80.5 is a two-lane gravel roadway extending east of SH 257. The SH 257 CR — 80.5 intersection is currently under stop sign control with the SH 257 SH 14 intersec- tion to the north under traffic signal control. To the east, CR 80.5 primarily serves rural development. Current roadway geometry is shown on Figure 2. B. Traffic Recent peak hour traffic counts were obtained at the SH 257 intersections with CR 80.5 and SH 14. Directional biases were noted with predominant movements during the morning and afternoon peak hours. Peak hour turning traffic at the SH 257 intersection with CR 80.5 and daily traffic on SH 257 are presented on Figure 3 with count sheets presented in Appendix A. 3 i1v SH14 LSTQP U, co NIte Cis80.5 Figure 2 4 �CURRENTROADWAYGE0METRY r CD '0 CI 0/3 4r--- 4491298 lc 67/40 245/464 -÷ 127/300 —� CO CO N CON “A, LEGEND: ANUPNM Peak Hour c co co N co It- 4/3 lc 3/2 tr CDCO CO CD U) CO SH14 CFA 80.5 Figure 3 S CURRENT PEAK HOUR TRAFFIC J C. Operating Conditions Existing intersections were evaluated using current traffic loadings and roadway geome- try. For evaluation purposes, acceptable operations are defined as overall level -of - service "D"or better under peak hour conditions at signalized locations. At stop sign controlled intersections, LOS `E/F is considered acceptable for critical traffic move- ments during peak hours along arterial streets. These levels -of -service are considered normal at stop sign controlled intersections during peak hours. During off-peak times, significantly better operating conditions can be expected. Both peak hour periods were analyzed using capacity analysis procedures resulting in the operating levels -of -service (LOS) indicated in the following table. All traffic movements currently operate at ac- ceptable levels -of -service during both peak hour periods. CURRENT OPERATING CONDITIONS E Intersection Control Movement/ Overall Level -of -Service AM Pk Hr PM Pk Hr Signal B B 5H 257 H 14 EEL — B B EB T EB R A A WB L B B B A WBTR NB L C NB TR A B SB L C B SB TR C Overall B B SH Stop WBLIB B B SB L A A Capacity analyses work sheets are included in Appendix B. 6 a Surrounding Land Uses Simon Contractors will occupy its current location and expand to the east in concert with demand. The surrounding area is primarily rural with limited residential development in the immediate area of the site. III. FUTURE TRAFFIC CONDITIONS A. Agency Discussions At the onset and throughout the course of this study, discussions were held with the County and COOT regarding the contents, assumptions, and evaluations contained in this study. Key points of agreement are identified below. 1. The SH 257 — CR 80.5 and SH 257 — H 14 intersections should be investigated as part of this study. 2. Peak hour counts should be conducted at the above intersections. 3. Published annual traffic growth rates can be used to estimate future traffic, Be Development Overview The current development schedule anticipates on -going operations at the existing facility with future growth to serve area needs. The site currently has several accesses to CR 80.5 which are expected to remain in the future. While subject to local demand, build out is assumed in about 5 years (2022) which represents the short term time frame. At build out, an estimated 250 truck round trips are expected each day with 35 employees reporting to this location. Primary work times will generally be from 6:00 AM to 6:00 PM or daylight hours. Site activities are seasonal and will be driven by construc- 7 tion demands, weather, and daylight. A limited amount of nighttime work is typical given activities such as roadway construction and maintenance. Site traffic will access the site using one or more of the three proposed driveways. While there will be some crossover traffic, the west driveway will serve as an exit with the center driveway serv- ing as an entrance. The east most driveway will primarily serve employee traffic. A preliminary concept plan for the Simon Contractors is presented on Figure 4. C. Site Traffic Future site traffic was estimated by Simon Contractors. The estimate was undertaken for representative peak season peak hour conditions. It was determined that 250 trucks per day with the peak hour having up to 20 trucks was reasonable for use in this study. Additionally, 35 employees was determined reasonable during the high seasonal peaks. These trips were assumed to occur at the beginning and end of the primary shift which was assumed to overlap street peak hours. These assumptions lead to a very con- servative evaluation of site impacts and results in a 300 - 400% increase in site traffic over current conditions. a Trip ' i tr bution Trip distribution is a function of the origin and destination of deliveries and employee work trips. The estimated directional distribution of site traffic was developed with input from Simon Contractors and is shown on Figure 5. As indicated, the distribution reflects the predominance of SH 14 in the area street system and anticipated delivery areas. Peak hour site traffic is shown on Figure 6 for the short term (2022). 8 y:ruylyv_ i4t,ii.4tLc) 6£WL-Zi:':£LOG'' Zeritttt(WO .)uayd n re C ,USIN ula•rpI j'p Midi' IN" 3- -618 elearlE 1691 -NS' 1�3S(•lfil H33.11111131 M3G',3a 3N11A7a'�e'! Itil ( lrU:: . NVld 9l1S - lle1$11-Art3iA9 1 lbloaa$ 1.9 asr) S.Nifld 11VI-IdSV'9 XINI AUV DON'rldDAJS NOLIAL OJC]a 71 z: 'd'dti ty CcordO140'!.: N110r7 4110, ..N'L/MOD 5?ldl: e:dire) NOLIIS C a IO r (N C 2 d ,�� C f orz 1— cir g. It Z O J 0ILIJ C?i ci-°H< GO r� u_o C0_O ri co co c -DE - u r, w 05 () W c3 i CC I -6w J>- z (DIE wWz�s w <w co I -z PZI <El a W u. W<0 o W O_z c. 'U i Co ft W 9 O p'0 a: 81- 7JW 3 3 — II r - D9 vti IL .3 LL ¢c $L f LC fl L L r LYE AMH 1.1/' EHTF<A:?ICE r 1 t tdf r Ir 1+ rr rr r+ ' r r ` re ; rr r .1/ r f / II if I I f -I -r III C') W LM TING t.LiJOR CONTOURS 1.1 INT.; EXISTING MINOR CONTOURS ii' INT.I T b J u if Lit 2 Yu g a itE PROPERTY PENCE 8 ft {'J 1 1 EXISTING' ASPHALT ROAD SECONDARY CONTAINMENT NOTE: z _ 9 '41 trm J J II u -1- s. a- .a < y IL J o Z e a = W • (GRAVEL ROM EXISTING UTILITY POUF A 0 tJ 11 TEMPORARY FACILITY ACCESS ROAD NCTF; PROPOSED PORTOI F PROPO FII TRASH FNCI OSIIRF -r J D 1 Y .l L A :n am as It 2 J C xF IC ( L M Z or 0H OE SECTION CORNER MARKER PRCROSEO GATE f 0 Ear Measi'es 1 inch i CONCEPT PLAN iLL u 1 w e SA APFDRC FOISITOkHf Ma-F)YtTItlrll F'.FR1I- RRHLlc'si.^hLcwL-fIv6(1Fnw6/Lrp +-44Y/Z7h- 1./107,148 N - lc 15% / 20% SH rir 70% / 90% , 0%/10% N- 11, Csi CO LEGEND: Employees/Trucks Er' C i CIS 80.5 Figure 5 10 SITE TRAFFIC DISTRIBUTION z z 1 ,r- 10/5 35/10 --� len t LEGEND: AM/PM Peak Hour N = Nominal irg) t C in 30/45 ic 5/10 pia to Cn 11 C SH 14 CR 80.5 Figure 6 SITET1 FFIC E. Future Traffic Short term (2022) background traffic was developed using the earlier noted annual traffic growth rates with long term background traffic estimated using the same growth rates out to 2040. Short term background and total peak hour traffic for the year 2022 are presented on Figures 7 and 8, respectively. Total traffic is the combination of background traffic and site traffic. Long term background traffic and long term total traffic in 2040 is shown on Figures 9 and 10, respectively. F. Future Roadway System The future roadway system (major roadway widening and improvements) was consid- ered for both short- and long-term evaluation years. The assumed roadway improve- ments for each evaluation period are described below. hort term Long term No improvements. No improvements. Site specific improvements related to the Simon Contractors development will be de- termined in the following sections of this report. s 12 0 1.O Z rZZ IC N/5 44- 515/340 75/45 10/15 -14 280/530 � 145/345 0 0) 0 i NA - LEGEND: All PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. LO CNI 0 0) co jk-- 5/5 *0-- 5/5 thai U, o4 x V SH CR80.5 Figure 7 13 KSHORTTERM BACKGROUND TRAFFIC CD Z �z z jt- N15 4- 515/340 lc 85/50 10/15 280/530 —DP. 180/355 � 0 0) n LEGEND: AWPM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. crY 175- Ns - 1.O CO It-- 30/45 5/10 0 LLD SH14 CR80.5 Figure8 14 SHORT TERM TOTAL TRAFFIC 0 ro 5/5 4- 700/465 r 115/70 10/20 --14 380/725 -DP 215/515 c NCO r chs LEGEND: AM/PM Peak Hour N = Nominal NOTE: Rounded to nearest 5 vehicles. 'I) At ry uDo r 0 LO CD SH CR80.5 Figure 9 1 5 LONG TERM BACKGROUND TRAFFIC 2 Lt7 r� LO r to 5/5 44- 700/465 �.--- 125/75 10/20 380/725 --► 250/525 C N- LO1.75 N CO Lci LEGEND: ANUPM Peak Hour NOTE: Rounded to nearest 5 vehicles. 1r) a r o o at— 40/50 15/15 N- In 041 0) (IF tin r to 04 lor SHI4 CR80.5 Figure 10 16 LONG TERM TOTAL TRAFFIC 2 IV. TRAFFIC IMPACTS In order to assess operating conditions with Simon Contractors fully operational, high- way capacity analysis procedures were utilized at each key intersection. These are the CR 80.5 — SH 257 and the SH 257 — SH 14 intersections. Site access intersections with CR 80.5 were not considered worthy of investigation given minimal traffic on CR 80.5. Analyses were undertaken for both short- and long-term conditions. At the onset of these undertakings, traffic volumes were reviewed at each location to identify the need for auxiliary lanes using CDOT State Highway Access Code criteria or an upgrade in intersection controls. Findings for both short- and long-term conditions are docu- mented in the following sections. A►. Short Term Improvements Short term peak hour traffic indicates the need for the following auxiliary lanes and traffic control improvements at the intersection(s) shown below. SH 257 — CR 80,5 southbound left turn lane on SH 257 at CR 80.5. A westbound to northbound right turn acceleration lane is not warranted with this devel- opment since the number of right turns will not exceed 50 vehicles per hour. Additional- ly, given the number of trucks and the one-half mile spacing between CR 80.5 and SH 14, trucks would be accelerating to speed and then decelerating almost immediately thereafter. The traffic signal at SH 14 could also place truck drivers in a quandary deciding whether or not they can clear the intersection before the traffic signal changes. The anticipated short term geometry is shown on Figure 11. No additional improve- ments will be needed in the long term. 17 4k/J, C, ti" in el SH14 CFA 80,5 Figure 1 1 18 HORT TERM ROADWAY GEOMETRY Key intersections were analyzed using capacity analysis procedures with the results indicated below. 2022 OPERATING ONDITION (WITH Build Out of Simon Contractors) Intersection Control Movement/ Level -Service -of Overall AM Pk Hr PM Pk Hr Signal EB L B B SH 257 — SH 14 EB T B B ER R A A WB L B B WB TR B B NB L CI NB TR B B BBL C C SB TR C C Overall C B Stop WB LR B B SH 257 — CR 80.5 BBL A A As shown above, operating levels of service with Simon Contractorsfully built will be acceptable at all locations. Capacity worksheets are provided in Appendix E. it should be noted that capacity analyses were only conducted to the level necessary to indicate acceptable operations. Consequently, added tweaking could result in improved opera- tions. B* Long Term No major roadway improvements are anticipated over the short term; however, a se- cond northbound left turn lane on SH 257 at SH 14 is assumed built in the long term. The need for this lane, if it materializes, is not related to Simon Contractors but to significant background traffic growth associated with primary destinations to the west. The anticipated long term roadway geometry is shown on Figure 12. 19 ito _ 444 7 7 :CU _ lkfi ti" SH 14 CR 80.5 Figure 12 2 0 LONG TERM ROADWAY GEOMETRY V Traffic estimates for the long term time frame were analyzed. Operating conditions with long term total traffic including Simon Contractors are presented below. 2040 OPERATING CONDITIONS (WITH Build Out of Simon Contractors) Intersection Control Movement/ Overall Level -of -Service AM Pk Hr PM Pk Hr SH 257 H 14 Signal B A EE L B B EE T A A EB R WB L B B WB TR C A NB L D B NB TR B B sB L sB Tl Overall C B sH 257 — R 80.5 Stop WB LR B B BBL A A As shown, all traffic movements and overall operating conditions will be acceptable at all locations. Capacity worksheets are provided in Appendix E. V. DESIGN CONSIDERATIONS southbound left turn lane will be needed in conjunction with this development. Based on CDOT State Highway Access Code design criteria, the following parameters are appropriate for a 12 foot wide lane and the existing 65 MPH speed limit. These pa- rameters will need to be confirmed and/or modified during preliminary design. Storage Deceleration Length Length Total 100' 800' 900' Redirect tapers at 65:1 are appropriate for the posted speed limit. 21 VI. CONCLUSIONS Based on the above analyses and investigations, the following are concluded: • Current operating conditions are acceptable in the area of the Simon Contractors site. • Simon Contractors wiill generate up to 90 peak' hour trips and 570 daily trips on the area street system. • A southbound left turn lane on SH 257 at CR 80.5 is needed to serve this devel- opment. • Long term operating conditions will be acceptable with the addition of a second northbound left turn lane on SH 257 at SH 14. The need for this lane, if it materi- alizes, is not related to Simon Contractors but to significant background traffic growth associated with primary destinations to the west. • Long term levels of service will be essentially the same whether or not Simon contractors is developed. • Simon Contractors is viable from a traffic engineering perspective. In summary, the traffic impacts associated with Simon Contractors and a general in- crease in area traffic can be fully accommodated by the identified street system. Ac- cordingly, acceptable traffic conditions are expected in the vicinity of the Simon Contractors site through the long term. 22 APPENDIX A cc CD CIAi C� ntersection: Observer: Vickie r C w Severance, CO ZIA O p CO 0 C= . ■ a i EUGENE G. COPPOLA, P.O. Box 630027 I to C DO 0 O +I� 0 mine ari Phone: (303) 792-2450 N- Oki C C*' CO Cri, in Cpl i 044 t cSil 0 04 r Csii o CM en cm CO Ci Ltd CO CO 0 0) CD In r csi r r '-- r r :punoq;saA r r r r r 0 0 0 0 CSI 0 0 t'4 cc, CNal C I CO Cr I— I w" r r r• 04 CSI CO C)O r 0 CI - 0O ti'? di r cn c! T`� LO co CO to -■ + r re C IA � C CJ C C 3 C LLB 0 €o c'i to CN r r Iota! h/south Ln C CD [� f� CO c--4.1 to QO ' 7 co Ca chi cm csia t i mil Cu e 'K - r Cam! t Z 0 r CJ r r O -0 o 0 Q Q CNI r r r C3 CO O C 0 0 0 0 t r C Ca "Cr cri egal co, U) z LC tO CC Lf 0' to 'f+ me r a O w C 04 0 - r r r r ,.a ..0 t 0 In �_ Ltd C CD CO = 0 • N- 0 LO 0 to a r 0 LO i.: c) ca 0 1n c) Co 0 in ' 00 0 r t+ 0 r c0 0 a m a eq r CA Co tO LC; CD CO C eq Cq ces i C3) to 0 Cal C 0 cal Co C,, CD 0 A C}`, C` ! Lin on CV -*S. CO u) CAI en. N. vi' 0 r ce'7 nzt co co r co C to C) a r 0 C C, CD oo CM C) Cal Cat C Q LL a_ i TABULAR SUMMARY OF VEHICLE COUNTS Highway 257 & CR 801/2 Intersection: w 0 a . 4.x C, en 0 t — r 0 Owl N- Severance, CO a a f� CD CU EUGENE G. COPPOLA, Pt, P,0. Box 630027 Littleton, CO 80163 Phone: (303) 792-2450 i E r Q3 Q3 u t U II I, v CO CO Co Cr, CO a 0, Talan o CC th fo Cd) 4'%i ,Rs o MI CD r r -- l p .O C17 C) - 1- - \ . C*> - t- to 7— r it- te I 1 r r r r i Ur) - r - C4 • O -t-- C a n_ 05 0 LLI 0 - 0 0 0 I cti r V CC - t FO 1' J ' Y I' Total north/south i 1.- CO eq CO CO CO :punogyjnog ti'r] Lt3 � 4 fla 0 €] I- i i I I -- c' I FT3 C+'3 4 ..J I C\L r {''s.l L.L Northbound: 0 Cr) 1 If, M *cT 0 "it cr-+ O fIC 0 0 0 1— CO C'+) to tt , qt 01 E Cp - 0 o 0 1OO c' O6 Lt i r 617 lam ,-! cre 0) , co a 0 r - a I wt c r o CJ o r I o n1 o o I a a a a I 0, 03 I I 1 . 11".- CO CO I r Cr, 2 4 to U '+[f a LO • CO LO - o o r- i' e el en mit ■ r a t- r CO Zt N- •- • I i=s • 0 , r J I co a 44 O in Ai U) 0 ■ ■ 0 APPENDIX B HCS 2010 Two General -.In ormationt Analyst _ _________ -Way Stop CSummary Report Intersection 257 - 80.5 Agency/Co. • Jurisdiction • Date Performed 7/12/2017 East/West Street 803 Analysis Year 2017 North/South Street 257 Time Analyzed caz: PM Peak Hour Factor 092 Intersection Orientation North -South Analysis Time Period (hrs) 025 Project Description Lanes • • . _ , ':' �ti'�-sa F:w� till • .i�"t "'; i:: :�:' ��. }t r.1.:....-.:- �. 1-: tt iia •1 :4k: it5•.(•C- _ • ate .•._ . •Y•1c•1 ,-.• _K.. .r;Ls. tr l.i .. �. Yin •..s ..,_ .: } ti, - � Y; is Y/ V 4•y "a. , J^,J1 •.fl �4 t-• .1''r�•5. Lf'�t''4�r' f,: L' .'R:• •• ... 'Y �r'J --2-;:a.,-,•--`:;L• '. 1 �:='';'s's •:' -. r'{'• c :.;22"":.".;:- "s t.-:-_. •'`4 .�iy.jr .•r•_.. J -yam'•=:. .•Lr1:2� '.� ;!'• tlrtcr.VSti', IrkC. t art - -•• rj-. H .d. -...1i..7...:11„... . . .f: -L.-. ii 0:: ii`•,'••Y• +T . •j. •••�.-.�•(••::1t-'C 4�L•••••.•t'' !. •.r \^,--'E.�.•...•'.Ll..; a - .. N..n^rt_'•.1!...•?V i-'7t• r fM1•. t'{i"l ty.'_•..."7.6s-:;;:rt. i•µit,e is ..1...;0! f-_; .1 •-.1 : n. ,�Ti�•;-T,,.:5•.;:;.:t•1:�T.: j� t.t., }'-; J`.. "4-t.-1:-;_.. •..L , c^..• .,,. •r r•• - r r . a ,•.. r •' r!..":". s, ti•• 1.i }.. fir. J:.1r t••:•.♦• �.: ;r•�•..-::`. r-;::.7.. mi r�r.--.- t'w.^1 .',{hr y. :�' r. 9.r.rr r.' i1 1,+} --;*-,..-4.---%.:0; et int _L%' ,'-'4,ill • L•-'..•L•l,Y,. •iy �•L :_•,Y_ Pubi" V'•" -:r• - i .- ') !.....-4.0.S.'•r•.•rf-ere, r�: �....:'r•-..L'. if-': r'rr.7'S- :t - .- Si : . C.' -.1%;'r 4:'•::~ --- .err.•:.::i• ._a`Y;•'_.' I,.'�4' •' t . — --,1.'. • •;'.,.^:,,• lrt•' i*ti ± • Gril ,gffl L m1 .. Major Street Mor5h-South • Vehicle- Volumes and Adjustments . Approach Eastbound Westbound Northbound Southbound Movement flL T T R RIli LIIII L I Uilla Priority 10 11 1 2 ' 4U 41111. 6 12 7 8 9Ill 0 0 Number of Lanes II. 0 0 0 7 0 0 1 0 0 0 0 MN Configurationmum TR11111 LT LRisimmain In Volume (veh/h)inns imi 4 1111 359 1 7 187 MI 3um Percent Heavy Vehicles 1111 1111 MN IIII 20 2011111 20MI . la IN Proportion Time Blocked 11111111 Right Turn Channelized No No No No Median Type - Undivided Median Storage • Delay, Queue Lengthy and - Level of Service .• " _ Flow Rate (veh/h) 1111 7m iiiimill an imi 8 um Capacity 11111111= 519 IIIIIIIIIIIIIIIII 1076 u/c Ratio alas0.01 11111. a urn 0.01 .111111 95% Queue Length =Mem" iiiiiIIIMINIMIIIIII 0.0ISM all 1111 Yao Control Delay (s/veh) MI11011111.1111.1111 8.4 Level of Service (LOS) 11111. 1111 B 11111 A 0,4E Approach Delay siveh)IIIIIIIIIIIIIIIII 12.0 imminis .immummi Approach LOS B Report - - - _ • , ' ^ ' °- • • • :. r .. - -. - - -, • HCS 2010 Two -Way Stop Control Summary . li ws in -J... -.- F.. i.r 'CI'. 2011 Y • -t' "•'�y.T •• .. "' ..-,a : Nit re S 1:' _ • r - - .J f.; . . I . tr- 'a . i' -_T. ,,1 . e' r firX . - •. • O. a;y-.' - r _ a-• r -So -*.^. Ian 'l '_• '�. • Generat.infckrmat`on • • I• ¢ ._ ' . .• `• _ • • ' . ��r� i• . , - _ _ ..� .. tr- ._ ,, ' • • Site Information ' -- �� ...`� tea_ - - e ,�'•- .. -' -- Analyst Intersection 257 - 80.5 Agency/Co, Jurisdiction - Date Performed 7/12/2017 Ea west Street 803 Analysis Year 2017 a North/South Street 257 lime a Analyzed f ST LT AM . PM Peak Hour Factor 0.92 Intersection Orientation North -South• IAnalysis Time Period (hrs) 025 Project Description Lanes '- 1.2i Pt4 fR [13" .- - . •I. '•r•-,. `•'1 " .' .- •'• } 'r;.' ..-.. ...• : •. - -- - - r•,''' r#1#-4�‘k1H!-.'r.�Lyltr�•-—'c.o...,,"wy1.::". r ...n.tc-c.r- .,: 'n.ai' •.C,. r•✓.1. -: 1_.&.1�'r`/+._ {'..• y.::..•q ,-• • .1 —at er:'y in : at •-•\} �`!ee-�L'1'`.. .L -a4•:., tYI!e`r-• �1lS S. .••'w1' ,�ft1.'1: _. •7f•i•1 es -kfIC-''S' 1 ';..';•. .)1•t.„•,`� i-'? fr•�L ` .e•11:S. �1f0 . Lts• { .• `tr'...,C-...... :14 f,....p 'r. t.:t7;2--.:...,A,...,,,. ...-..•:j•7•^yr•. -5•e• --- t -.1:•-•.:4r .•v.•c:S or.a • itr"'`.:-:-.•'r t..' - '.'e •=.'a -1 `' {:''ti` r ..1 4 f:'. fir'!'-. ,. ;11). ' •- - •.' � -'� ..'.'..: .. p•Y • ... ter. vI SFr. • •.,. .'.:,, (3+' j].•. 1N1 :V. ni.;:r: •�aa i3;►ti ::ri. i�'rte. r.r..6.r4•sl,f••'-.,�Tl `,.., = L_.2 •J , f . :•1'L.. C• -,t_.. ..Fr i-J'�-.,:`'r ei b..-,..-itf,tir.' ,. �.. .,i cf; 'r. V,••. -ti T: rr �1, !_' tij •L .e .L-. •_.,e�}}��-. f•. -e •i:;: j_ rr: - •. -•: ate- 'r::r - • r•.{r.4:11il . •r. ." K. Ay.J j 1f, 1't{.` ;•, ter. -t". %`'.. 1r f k- ri }yY':� 1 {S�• r Fri -1. �rTff • .'�' +•L' 4.••••t?rc,°'_F. f.il a•: fr•T�r�k -k GC.-••• St -31..t...::°:3 `.+., t •, 3;, •...-: • •'-�.t-' . f • :�"..f: eic rg: • •'.• .F tI�:'-ti: C.'.: ;'; T �r uwasGVii•^.T'rc;w .7=•'r;r-`?ew•x.:r•-..s: r'�;iir..:; i::'.ra r',''iF. -i• • I." •# :. 7•'• •• .-.. •��. '_.._ a4. - •,'... . .. G.- : 1 , "I. ell: Egg] IT 3 dri Major Street forth -South - - - 4 Vehicle VoltiMes and Ad justments - Approach Eastbound Westbound Northbound Southbound Movement a - iiii a,lliT R ULIIII R U L T RIII Lmai 2 3 4U 4 5 6 Priority 10I111111111 7 8 9ilia 0 0 Number of Lance iiii. 0NM 0 0 0 0 0 1 0 0 011111 0 Configuration1.1111 Volume (veh/h)is LR IIOIIIIIIII TRnem In 230 3a lail 343 an Percent Heave vehicles 20 20MIS all 20in le Proportion Time Blocked allill imina Right Turn Channelized No No No too Median Type Undivided Median Storage a . •• - belay, -Queue•=Lenith, and Level of Service , - ' Flow Rate (veh/h)iii 1111111111111111111111111111111 2mill Capacity MI IIMI 1214111 MI la 568imiimiluili v/c Ratio Ma 0k01 1111 milli 0,00 1111 IliM 95% Queue Length 0.0sem is 0.0la Control Delay (sehnalliIIIM 11.4 1111.111111 8.0a a mainissiiiiiiii Level of Service (LOS) IIII B111111.1111.11 Aill Approach Delay (s/veh)iiiimmillia 11.4IIIIIIIIIIIIM 0.1 Approach LOS - B HCS 2010 Signalized Intersection Results Summary en ral Informati n Intersection Information ` 'di_ . , .1.r A�enoy ----------- Duration, h f -- - Pi � 7 Analyst Analysis Date Nov 1 01 Area Type Other urisdictiori Time Period PHF (192 • Urban Street 1111111111111.1111 Analysis Year Analysis Period 1> 7:00 intersection 14 - 257 File Name 1 _ Is Project Description AM PM e2b ST LT •, MMM Demand Inform_ . EB WB NB SB Approach Movement L L R Demand ( v), veh/h gal 1111111 245 127 67 1111111111 449 0 337 111 3 ..__ 0 NI 9 Cycle, s 48.0 Reference Phase 2 - - 0 Offset, s 0 Reference Point EndI ; Green 0.5 2.6 12.x' 2,0 0.0 { {,-. ••-t, .. - Ewa - YP • .T •_. ti Uncoordinated Yes Simult. Gap EM On 4.0 0:0 4.0 4.0 0.0 d - _.-.�it. _ Force On Red 1.0 0.0 1.0 0.0 '1.0 0.0 3 --if-.. . { '. -: :, .7 s Timer Results EBL EBT WBL VVBT NBL NBT SBL Sr Assigned Phase Case Number 1 3,0 4.0 I • .. Phase Duration, s 17.4 8.1 20.0 nillEcill ME 7.0 hane Period,'tf, s 5.0 5.0_� Marc ,ilQv+ Headway MAJL1 , s 3.1 3.0 3.'13.0 3.13.3ill C ueue learance Trrie }, s 2,1 7.6 3.4 13,8 11.32.52.3 green tension Time, s 0.0 1.7 0.1 1.7 0.3 0.1 0.0 Phase Call Probability 0.10 1.00 0.62 1.00 0.99 0.40 Max Out Probability 0.00n_n 0.00 0.64 0.00 0.00 Movement Group Results ES NB SB _Approach Movement T R Ell= R L MaR L Int R Assigned Movement mer t 12 16 Adjusted Flow Rate ( v), veh/h s 266 138 73 0 366 28 10 Adjusted Saturation Plow Rate ( s ), veil/Win 1810 1863 1610 1810 1859 5 1810 1639 um 1404 1610 Queue Service Time ( gs), s 0.3 ME0.0 0.0 0,3 - Cycle Queue Clearance Time ( g c ) s 0.1 5.6 2.3 1.4 0.0 9.3 0,5 reen FatioC0.27 0.26 0 202 480 802 • S 435 599 -150 i 0.000 0,145 11111 Flolume-fe- ap city Ratio 0.038 0.555 ! i 0.000 0.842 0.047 Back of f ueue O }, ftfln 50 th percentileEel 46.2 12.9 11 0 102.4 3.9 0 2.6 IIIII =In.. I Back of Queue ( Q }, vehf[n (50 th percentile) 0.1 1,8 0.5 (14 0.0 4.1 0.2 Queue Storage Ratio 50 tit p rcentile) 0.00 0.00 0,00 0,00 0.00 0.00 0.00 FlinEll Uniform Delay ( d i ), sfveh 14,1 fl 6.6 11.8 MIMI 17.4 9.9 11111 0.0 ala Increr ental L eiay t< , slvel� 00.0 7.1 0.0 0.0 0.4 II In tial Queue De[ay d , slveh f � r 0.0 0.0 0.0 . 0.0 0.0 Control Daley , s/veh 14.2 13.9 11.9 24.5 • • a 0.0 22.6 l - Level of Service (LOS) BB 1 B III - C A. 119111.111 _ ... Approach Delay, veh LOS 11.5 B 13.9 B C 22.5 C Intersection Delay, s/veh / LOS 16.0 B Multimodal Results EB VVB NB SB Pedestrian LOS Score I LOS OEM M. "MIMI Bicycle LOS Score / LOS ME Copyright © 2017 University of Florida, AU Rights Reserved. HCS 2010 na Streets Version 620 Generated: 7/1212017 2:41:30 PM HCS 2010 Signalized Intersection Results Summary General Information Intersection Information .r ){ ` laI Agency Duration, h 0.25 4 - _ _ Analyst GC Analysis Date Nov 13, 2016 Area Type Other Jurisdiction lime Period PHF 0,92 —.. . c Urban Street �* Analysis Year Analysis Period 1> 7:00 Intersection 14 - 257 File Name i F' Project Description AM PM J ST LT t t.rTvi t; ra Demand Information EB 1 VB NB .- � SB Approach Movement L T R L T R T R R Demand ( v), veh/h fl 464 300 40 298 3 2 59 1 _ , _ 5 9 Signal Information r _� Y .- ;_.._ Cycle, s 45.7 Reference Phase 2 � v Offset, s 0 Reference Point End = Green 0 0.0 0.0 0.0 0.0 0_t� ..=- � - � .. . � - r ... Unc�oerdinated Yes Sirnult. Gap E�VIf On fellow . [0 _ 01.0 . 0.0 0.0 0.0 0,0 i _ , , : -_.�-- - - . Force Mode Fixed Simult,a NHS Red r On.0 0.0 0.0 0.0 0.0 0.0 3 • " 6 a _ �'- 8 Timer Results EBL EBT V"BL WBT NBL NBT SBL SBT Assigned Phase1111111111111E MEI 6 7 4 - 8 Case Number 1.1 3.0 1.1 4.0 2.0 4.0 6.3 -- - Phase Duration, s a 20,2 7.1 21.6 10.2 18.4 8.3 Change Period,_( Y+R c), s 5,0 5.0 5.0 5.0 4.0 5.0 5.0 Max Allow Headway p AI -0, s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Clearance Time ( g 3), s - __ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - Green Extension Time (g e), ), s 0.0 0.0 0.0 0,0 0.0 0.0 0.0 Phase Call Probability - 0.00 0.00 0.00 0.00 0,00 0.00 0.00 Max Movement Approach Out Probability Movement Group Results 0.00 EB T 0.00 R 0.00 L WB T 0.00 _R 0.00 L NB T 0,00 R SB T 0.00 R Assigned Movement 2 12 1 0 16 7 4 14 8 18 Adjusted Flow Rate ( v), veh/h 0 0 0 0 0 0 0 0 0 Adjusted Saturation Flow lute s ), vehlh�'[n 0 0 0 0 0 0 0 0 0 uue Service Time ), s 0.0 0.0 0.0 0.0 ': 0.0 0.0 0.0 0.0 0.0 ycie ueue clearance True ), s 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0,0 Green Ratio_( g/C) 0.35 023 0.47 0.38 0.30 0.79 0.29 0.07 0.07 Capacity ( c), vehlh 402 618 752 307 675 245 476 254 122 Volume -to -Capacity Ratio (X) 0.030 0.816 0.434 0.142 0.485 0.764 0.139 0.004 0,125 Back of Queue ( Q ), ftAn (50 th percentile) 1.5 75.7 35.6 5.2 37.6 44.3 10.3 0.2 3.5 Back of Queue ( Q ), vehlin (50 th percentile) 0.1 3.0 1A 0.2 1.5 1.8 0.4 0.0 0.1 Queue Storage Ratio (RQ ) (50 th percentile) 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1), s/veh 10.2 11.5 8.2 10.4 9.0 19.1 11.9 19.8 19.9 incremental Delay__( d 2), s1veh 0.0 1.0 0.1 0.1 0.2 1.9 0.0 0.0 0.2 Initial Queue Delay ( d3), stveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), slveh 10.2 12.6 3.3 10.5 9.2 21.0 12.0 19.8 20.1 Level of Service (LOS) BB A B A C B B C Approach Delay, slveh I LOS 10.9 B 9.3 A 18.6 B 20.1 C Intersection Multimodal Delay, Results slveh I LOS - ES 11.9 WEB NB B SB Pedestrian LOS Score / LOS NM. - Bicycle LOS Score I LOS - Copyright O 2017 University of Florida, All Rights Reserved, HGS 2010TM Streets Version 6.80 Generated: 7/12'2017 2:41:30 PM APPEN [xc - --.. — -..... . -.._ _ __-_ HCS 2010 Two Way Stop Control - --- - ---- —_._____._ Summary _ _ I+ Report �i':. 'yky ,i'. -:v,` 1 .,. ..t ,.. - raj, ..; en• r 4. v I 1 M S4 �• �y�._,Lm�r •�'. •• 'i �'i. .a • f•aa / 'T • :Jkr .� ≥ N• •. - "• �x.�• s '1,• ..�; -�• '# } eneraiirktor,i.J i• - a 1 .. • .. 'L "#' '.•�4A: r�:t .Y 45' _ • i` .. a, .%%rte •Analyst •b .'..•'j. .,t' •' .-• P" -.Yr-' •!j� _ •. — _I. f f. li - 1 .� .. •, ea _ i;i ?t' • "} rb s• .i . .. r'+.. _r,•-•., •1 .•�`4 -i• r - - • ' S • ♦• -- i _ • . . A.. _ 4.v - .+._• -i .'> • - . . ar ..! ,. t .1 'r • .. • •�k ', 41 •r�/'Ya•�. �.y . A • i... • •a . •�• •• In form a ♦ _.. • " .. Intersection 257 - 803 Agency/Co, Jurisdiction Date Performed 7/12/2017 East/West Street 80.5 Analysis Year 2017 North/South Street 257 Time Analyzed 1011 PM Peak Hour Factor 0,92 Intersection Orientation North -South Analysis Time Period (hrs) 025 Project Description - ' I •' - .9 - - A_ - '-• r ._-° fir = •• • •-_ _ •• - Cr. r -.4;:i• ih.I•vi.•..rp i;^'cr1-°Tti' ).��ti..;s.:. � 'i" -. � .� �� 2.'r�2a Sr".;. J _• 1.-1' aae11'rJ'ti\. Y_Z1: at :t`Y '7-r."1.;..ir �-.+� I ^�_� '♦'.'.r.i Y �}r..i• i..1 1. =.C -C. •: ..r y fcv ♦:}:- °i"4 :. •' •F (--lr �J_..1I 1- " CAF.e''.. V. 7 •I :-- 7.`,..•7:1;----; •♦', •vim �• !V �e!.t°J•..'•, j*� •y --1 -,i'. •mil' -\'''C' ' 1 e e: 4 F. _' • 1'� ..w �, .`;a.a '•y-••;h.? j'YL:_ v :•�J. v.. rL:: .e•-•: •y �:. era �'r..11;i.•�•:i.I{"-.^�+•a: �'rr •--'mil • c •.. .L'. J": ,K' r:. sft, }a ..c sZ�.•' '... • X�ba •r.l '•''• -''rjJ?•..i�.• Y '-tat '4: fp -.r.'•.. 1..--..„ ={...1_i- ..-i-ii'.` CA.„, t - - Ir', 'I J'a • f ti-�.... ..• 1r.: : PI7. I -s-v :-• "-:1 •'f - - a 're g,;"' e. s: ► yti"4yI•s;Lrr'.!- c-% e.tiy-'�CC•i1-1t ►^�-„g-.:-s..' j1%S • - -.V 1--R;II `kite •••%.,...",:l.`;'::.`..` . -1'' Ip�.'1. ;;;;,:7`.••:•,;•‘&5• .a.T._'r• .1 µ tc: • -S i. ,•••••";-.3,:t."- . f ti t . 5...7 '.. '..5.,•e T - t • • . . '"o r•v -•.I • •C „.••••..:, a 1 -' •.Jr... 1•a �"i'.4,-7..--,..-...-- '•. •f". Y+ ' a7..r.Iv .,... :m- -P�f1�:-�T�.• f.T- '•.;* -:- • .• .f •'.1 :Pw i!r, j•:Jit .• Prune 4LC'TY 1.S•.r•,I • .....: .ni..-,F...: • C:'-.... 7,:12;,7",, ma, !]i J r.�i-5'''!i•7/.,.".W.;'i_ •e•K".� .r'l ti 21r,�.'• y3•ti :-.-:. •..:2 -(�. 1.4.:4'..:41.1 2. it ♦�i• •?-a: : I -.♦., . Y• - :-•.ti '..•l!1 r... -1:.•- ••!- -!- .•.. - -•*' : : J...1:• .. 'r."' �. .f • .•� • •!i'�• I...,• • .•,.•;.=. .. .•a'. : •: :' .`- - • JI-_•, [ill En 1 Ea Major Street_ North -South • 6 - -a Vehicle Volumes -ai t: Ad ustmei P is - . Approach Eastbound Westbound Northbound Southbound Movement El L T R U L T R U I T R L i R Priority al 10 11 12lal 7 8 9 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 11111 0 ConfigurationIN all a LRism. MI TR Volume (veh/h) 30 IIII 41Ell 5 45 210 MI Percent Heavy Vehiclesmimi mi is 20all 20 20 MIN Proportion. Time Blocked MI 1111 IIII IN UM Right Turn Channelized No No No No Median Type Undivided Median Storage Delay..- Queue• _ Len€gth, _and Level of Service h) Flow Rate (veh/Milillall MEM 38 al II. 49 Ili IIII Capayal , all againimaismi 1007 Ma v/c Ratio 0.07 • 0.05MIN 95% Queue Length= a 02il. i MI I. 0.2 MIS Control Delay (s/reh) IIII 12.6 8.8 I. Level of Senriice (LOS)illiall Bal al MI A al Approach Delay (s eh) 12.6MIIIIIIIIIIIMI 1.5 Approach LOS Copyright © 2017 University of Florida. All Rights Reserved, Ha 2010 TM T iSC version 6.80 TwSC1 SW Generated: 7/12/2017 3:13:02 PM __._ . .,•-._ --_. -• r ari.. C." • .% .- -.0 •Ir "r;.- .0:•04.` .. a3 -'J • - -. 4•r T.it - - ... • b-: • _ .. s- • . • . _ �- . - • ' ________ . _ _. ____ .__________ _ HCS 2010 Two -Way Stop Control Summary Report . . _. __.!. .. , . ..,..... •„,.. „yr,: . _ ..: • .. r • - • • - _ .. • •• 1 - . -• r -- . - r - - - •• . • - - • Analyst Intersection 257 - 803 Agency/Co. - Jurisdiction Date Performed 7/12/2017 East, est Street 80.5 Analysis Year 2017 - North/South Street 257 Time Analyzed EX LT AM PM Peak Hour Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description v .a. 4v - t r. •_ + ifffff/ffYi'•I nes • • °fr ew _ • • • ' _ • r i ' a - - - `• .fr `• - - _ . , ; _ • • •�• _ v • • R •:t 13.4 ��i f�e"G �� ti.Yr•^•' 1J4 1• '7—'•l .. nt:r1�'�n 1s r• r �4' r'4 re..a----. F.•. /. ?ti.71a-•1:'• •S'�•.`.1. r-..r.e-•4'�i1C.•-•:r�4 • I • .tt 11 115-.1.:'1‘1;72; ►�4 i'lr✓:..'1.•-i`i,,a 1f -7. - .h 4•t: rj-5•.•• ti1•�S�--=��-�,.'f•fi:...V r it• -4,- "r'. . r..;1.. 1f•Mi':i�'r 'a." t-'••} ; •r 1��: :7,- .•:•.....1.•%:,-..-,... : Lin .1-.- 1 pp _.f :.i _rte .\t J,.. rl+:,:....;77:.... a✓.4r". �I i�.G i�::ar!' . % •.'R1-'-7 {,- 1f!-Si1 i1 -w•1.5 J*' •r. .1✓ fr,Le —'i e NI r4'7'a'..... ;;;:,-.;;;.:,14-'::„.-; w-t1"i!'- f\ti 1h'f14`a •`:-• mil •`•—: r a *;: •. .�j";�tri �.ar:;.-��:�..�. -. f,-. a,:�`yS�'".T;:ir a`:>!a•a_- ✓_.• a•i •.-:7.4:2:~' r.fi-:•S-- ,.� .. J4 ♦>'[""••�: .'1i: .C:` 7 •.^h. �I-' ti 1-r~i- r`�''! 1'`�+'Y•.C G...f._-mil •' . - } r41: IL.- •r r1: - ti 4'-: it .•'$,' ti. . , R. arl i+�`. 'a• • �: r -T ----.41•,,..'l N.';‘,...;-,--- ;,... -- r5'Y(_`Ti . i • '�• .ti. s sili .,r -- *,}L;r�J7 •. •a(r ••R .144:"..:1°-..•...�__ an-.eJ.� 7. SJ /lam. O-•:7;:-.. _. i-:r ~.!C-.•.'' •: n/ i. .._r. µ '•.7 err.''•-: t1 R• I'a.._ ....":'_+1 iSr.'ti %.r r . :',c•X!r••' Y.C• •f � .{.a ...�J. L.y'.-•- 'a!4:,.. r..6:4; pi` ---,•!•-,-.1.c-••%•;•,"?.. • • k 'f -' ..''.• 7.+' rrr•,. I L. _. _.• •-!'„ • • r • ', • •• ,•r. . 0. tio -' r -• - —".1.-1...“ • +ir .r cf'•. •^. rte'• '. -..,':r • t 1•b • .,f •_3 w� iktilAill.i..nr: .. Major Street Borth -South Vehicle: Volumes -and3Adjustments Approach Eastbound Westbound Northbound Southbound Movement T R U L T R U L T F. LI R la III. Priority 7 8 9 iu 1.1111 4U 4 5 6 la 10 11II I 1111 Number of Lanes 0 IIIII 0 0 0 0 0 0 0 0 1 0 0111inIli Configuration1111 ) Volume (veh/hIola a 1111 LRMIN TR1111 isimm i T 0 5 270 15 390 IIII 1III Percent Hearty VehiclesMN Proportion Time BlockedMI 20 2011.1 20 limn m . mimiiii. im im mill Right Turn Chartnelized No No o o Median Type undivided Median Storage ,.Delay, _ ueUe Lehgt - and Le_ v►el of Service Flow Rate (veh )MI 16 I. 1111 Ills 60 Imiiiii CapacityIIII la mil 592 MI 1111 1168 MIN vi£ Ratiola an 11111ill 0.10 1111 lill IN 0.01 Ilia 95% Queue Lengthlin 03Mill. 11111 IIII a 0.0 1111 Control Delay (s eh)MI Level of Service (LOS1111 11.8 IIIIM 1111 8.1 lel MI lin MO$ Ma 1111 A Illia Approach Delay (s/veh) 11.8 0,3 Approach LOS B Copyright 0 2.017 University of Florida, All Rights Reserved. HCS 20101IN T SC Version 5.50 General- ti General Information HCS 2010 Signalized Intersection Results Intersection Summary Information ;�-' 'r`4 }:.:-4i Agency Duration, h 0.25 _' Analyst GC Analysis Date Nov 13, 2016 Area Type Other L. Jurisdiction Time Period PHF 0.92 - c - Urban Street Analysis Year Analysis Period 1> 7:00 intersection - 257 File Name , ti I, Project Description AM PM EX SST LT l Demand Information EB WB NB _r_tistifitier SB Approach Movement L R TRIIIIIIMR L T R Demand ( v), veh'h 10 280 180 85 515 5 415 fl .,.,�a._ 30 ,_ f 5 10 Signal information �.'' [. . _:.._- - _______,. : . _ Cycle, s Reference Phase I - ,. _ _.:::: _ Offset, s 0 Reference Point Er �` 1 : SF,:.•~ �: ..{ _• - 0.0 0.0 0.0 0.0 0.0 . ,- . . . a 0.0 .'� Uncoordinated ..� Yes Simult, Gap ENV On Yellow 1/x.1.0 0.0 0. �0 0.�/'�] lao -- -0.0...._ .- _ - - _T - .__ ::$ Force Mode Fixed Simult. Gap N/S On Red 0.0 0.0 0.0 0.0 1.1 :.-5 'K . 6 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 1 6 4 8 Case Phase Number Durations 1.1 5.8 3.0 21.8 8,0 4.0 24.8 19.0 2.0 4.0 27.1 0.8 8.1 Change Perot, ( Y+R c ), s • 5.0 5.0 5.0 5.0 4.0 5.0 5,0 Max Allow Headway ( MAH ), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Clearance Time ( g s), s 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Green Phase Extension Call Probability Time ( g a ), S 0.00 0.0 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0,00 0.0 0.00 Me 0M 0.00 Max Movement Out Probability Group Results 0,00 EB 0.00 0.00 _ WB 0.00 0.00 _ 0.00 EMI NB. SB 0.00 Approach Movement Ea T R T RIMIT RIME T R Assigned Movement Mena 1 8 16 iggi 4 14Min 8 18 Adjusted Flow Rate ( v ), veh/h 0 0 0 0 0 0 Mill 0 0 11111 Adjusted Saturation Flow Rate ( s), veh/h/ln 0 0 0 0 0 :ME 0 0 0 0 IIIII Queue Service Time ( g s), s 0.0 0.0 0.0 0.0 0.0 Ell 0.0 0.0 gum 0.0 0.0 gum Cycle Queue Clearance Time (g t ), s 0.0 0.0 P 0.0 0.0 0.0 0.0 0.0 IIII 0.0 0.0 Green Ratio (gIC) 0.30 0.29 ; 0.55 0.36 0.34 0.78 0.38 0.05 0.05 Capacity ( c ) veh/h 178 541 886 409 639 ME 470 630 100 91 Volume -to -Capacity Ratio ( 0 0.061 0.563 0.110 0.220 0.885 Ell 0.959 0,000 0.027 0.180 Back of Queue ( Q), ft/In (50th percentile) 63.6 10.2 17.1 119.5 aill 232.7 6.7 5.2 ME Back Queue of Queue Storage ( Q ), vehlin Ratio ( RQ (50 th ) (50 th percentile) percentile) 0.1 0.00 0.00 0.4 0.00 0.00 0.7 4.8 0.00 a 9.3 IIIIII 0.00 0.3 0.00 0.1 ME 0.00 0.2 0.00 iss Uniform Delay ( d 1), sfveh 16.0 14.8 6.2 13.0 14.5 21.1 11.3 26.0 261 Incremental Delay ( d 2), slveh 0.1 0.3 0.0 0.1 Mg 31.0 0.0 MI 0.0 0.3 11111 initial Control Queue Delay Delay ( d), ( d a ), s/veh s/veh 16.1 0.0 0.0 a 0.0 6.2 13.1 0.0 0.0 15.3 In 0.0 52.0 0.0 Ens gm 0.0 26.0 0.0 26.5 fl Level of Service (LOS) B. B A BB D B 11111 C C NM Approach Delay, s/veh / LOS 13.1 B 15.9 B 48.9 0 26.3 C Intersection Multimodal Delay, Results s/veh I LOS 25,5 ES WB NB C SB Pedestrian LOS Score I LOS Bicycle LOS Score / LOS Copyright 0 2017 University of Florida, All Fights Reserved. HCS 2010 TM Streets Version 6.80 Generated: 7/12/2017 2:35:36 PM HCS 2010 Signalized Intersection Results Summary General Information Intersection Information 0; Ac°,: c'is' lau Agency � Y Guratl�nr h 0.25 4 . , Analyst GC Analysis Date Nov 13, 2016 Area Type Other r .. Jurisdiction IIIIIIIIIMIIIIIIMI Time Period IIIIIIIIM PHF 0.92 - Urban Street Analysis Year Analysis Period 1> 7:00 Intersection 14 - 25 File Name 1 . ti Project Description AM P ai LT r'L-- tl, it Demand Information EB WB NB SB Approach Movement L T R MEM R L Iii S Ma= R Demand ( v), vehlh 15 530 355 50 340 EMI 240 Ila 75 5 10 Signal Information Cycle, s 56.0 Reference Phase 2 _ .. -:., .•'. • . Offset, s 0 Reference Point End ._ .. _ - Green 0.0 0.0 0.0 0.0 0.0 6.0 - , . . . `. a . _ Uncoordinated - Simult, Gap E/\ On Yellow 0.0 0.0 I • • . : 0.0 0.0 , 0.0 0.0 . . . ,.1 . Force Mode Fixed Simult. Gap /S On Red 0.0 0.0 { .0 0.0 0.0 0.0 I - r ,& Timer Results EBL EBT WBL WBT NBL NBT 881. SBT Assigned Phase 2 6 4 8 Case Number 1.1 3.0 1,1 4.0 2.0 4.0 6.3 Phase Duration, s 6.1 25.2 7.9 26.9 13.0 23.0 9.1 Change Period, ( Y+R c), s 5.0 5.0 5.0 5.0 4.0 5.0 ME 5,0 Max Allow Headway ( MAH ), s 0.0 0.0 0.0 0.0 0.0 0.0 NM 0.0 Queue Clearance Time (g s), ), s 0.0 - 0.0 0.0 0.0 0.0 0,0 NM 0.0 Green Extension Time ( g e ), s 0.0 0.0 0.0 0,0 0.0 0.0 0.0 Phase Call Probability 0.00 0.00 0,00 0.00 0.00 0.00 0.00 Max Out Probability 0.00 0.00 0.00 0.00 0,00 0.00 Mill 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L R L T S L T R Assigned Movement 5 2 12 1 5 16 rim 4 14 a 8 18 Adjusted Flow Rate ( v), vehlh 0 0 0 0 0 0 0 IIM 0 0 1111 Adjusted Saturation Flow Rate ( s), veh/h/In 0 0 0 0 0 0 0 0 0 ME Queue Service Time ( g s)r s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Queue Clearance Time ( g a ), S 0.0 0.0 0.0 0.0 0.0 0.0 0.0 II. 0.0 0.0 Green Ratio (g/C) 0.38 0,66 0.54 0.41 0.39 0.71 0.32 0.07 0.07 aggi Capacity ( c ), veh/h 395 671 864 273 727 320 MI 226 124 Volume -to -Capacity Ratio (X) 0.041 0.859 0.446 0,190 0.516 Ell 0.816 0.167 0.024 0.132 Back of Queue ( Q ), ft In (60th percentile) 2.6 111.3 50.1 8.4 55.3 82 17.4 a 1.6 4.8 Back of Queue ( Q ), vehlln (50th percentile) 0.1 4.4 2.0 0.3 2.2 Ma in 0.7 111.1 0.1 0.2 Queue Storage Ratio ( RQ ) (60 th percentile) 0.00 0.00 0.00 0.00 0.00 a 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), 5/veil 11.4 13.3 7.9 12,0 10.0 Ea 22.2 13.7 24.2 24.3 all Incremental Delay ( d 2), slveh 110 1.3 0.1 0.1 0.2 am 3.6 0A 0.0 0.2 MIN Initial Queue Delay ( d 3 ), sfveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ME Control Delay ( d), slveh 11.4 14.6 8.0 12.4 10.2 um 25.8 13.7 24.2 24.5 Mil Level of Service (LOS) BB A BB B — c gm Approach Delay, slveh I LOS 12.0 B 10.5 B 22.8 C 24.4 C Intersection Delay, siveh / LOS 13.9 B Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS Bicycle LOS Score / LOS Copyright © 2017 University of Florida, Alt Rights Reserved. HCS 20101m Streets Version 6.20 Generated: 7/12/2017 2:38:48 PM APPENDIX 0 _ _ ____ , ,.. ..,.. HCS 2010 Two -Way Stop Control -- A`..'.'!' -Y ;a •- r,.f{„ •. •. t" n 41.- -F" a . - +a - °_ 4 •: r - '_ "_ - ... _ • .e. • ••. •J'�,,.,'.. t_ '} _- P. --- -• •• - !P'•f'•1.•F7'F•}�. •~.t �ae' r_ -+■i3 vi .i P• � .)a. a• -I .r' - • f•• - s uenera •Iinorma •Analyst __ __ __. Summary Report, _ .• _ - •-vim• • - s - -•• - +• e EM - * - f• .- •.. j.{-. i E-. Site Ih Intersection 257 ^ 803 Agency/Co. Jurisdiction Date Performed 7/12/2017 East/West Street 80.5 Analysis Year 2017 North/South Street 257 Time Analyzed izintrii AM -' M Peak Hour Factor 0.92 Intersection Orientation North-SouthW Analysis Time Period (hrs) Oa25 Project Description • • - _. '. itteilge,-- I ',.. . • = . - e ERra: •r rdi; •I a.i ... 7 ��}� . 4 !{tR'Ih:f.ri: •,f i•ce.-- T • . T F•. r �I.. Vitt..:1..;...:%i r•, a.. • y. .. . t . c.4C/41.,...:C.: t: + _I. •'+'•4 ,- is 4+• •++j`...1: ;f.••i'. 1 �•:;I.....Ja .�' ---'-.--•.:�n,•:16i.4:26 6* }.n: j+. �f•'-i. '1•�,• •.f••f�S �`-.-'.-.r J yY• e•••.1.., -...L 11: • -F -F41":• Sri. ti `Y I,_ -.-t� lam :�1,-...1..•-•".7.-Li •R•y �� r 1 ;.,; i-��•4l �liiY Mir i.V::. .e•i.-`•I•..,.. :+Sf�':....+•}ty(=L }.. •r ••4 :......cot f•. i >-=',.•--+r_ -1-:'-/..• •. ':. •••••••ft-*.•, ..n •r...':I } �,::1•9,1-t./.-,..:74.1".r.)-it••�y�-.•.� • ♦ 1),,,,, `•M'•J•. j'---., R; t•�:- .-..'4-- - •r._.!:%.-.. 5t _1f r. j. �•'• •.70 .;-j- .�-.; :r+1_.: 5" . •a_.• ? ' -•.t 1.:-S .l4 f.+!. ,. l:': ...-a . tiV di .. •-_ •-7'• iCi.2.•1-a: - 1 ,_ 4 .•i=ti/.... 1;•• f JJ• F r -. •4 i ;- c _ •� ••• •I. -/ -w,• r.y .-I .fir--?i ."•'_ =-1;•a •�14're. •+b.;'- 1.-* s_t}t. 3. 'l•. •. 1 ... -t-,..,.. ,t'•. J :1 i••.. ..'�y +�•, i-f5 i ic.:4 x,,31$3 c4' 3� 1J [at ^',_- - 1.:1: L.•. :f.:14 ..4-.'-�. \. J4; t• •...tit ti. -`S-:•.,:.,..:-.4.• -- -;.- ,C'..- .. �� : �~• :.! '..t . Y 4l+'v1•' ..� - -a .S i'�'La+<.+. l.. � i'`...•....:4,,,, 1 ..ti f l- � �:.Q-• •,• r� ..-•-mil .' • .-' •! ,I •.r. -1 •.'•1'r.'.- _.•. .. _ ..•-^. 2`1•-4. ...,_'� �k.1� Major Street North -South Vehicle Volumesi. and Adjustments • Approach Eastbound Westbound Northbound Southbound T Movement IDIOM R U1111 T R U111. T R U L1111 R Priority 10 lia 12 11111 8 1 2iii 4U 4 5 6 Number of Lanes Mill 0 0 0 0 0 0 0 7 0 o111111111 .1111 ConfigurationIIIIIIM 111111111111 LR lilt ininiiiii TR iiiiiiiiii a. Volume (veh/h) 40al iiiiiMli. 615 20 ,iiiinia:Imi Percent Heavy Vehicles1111 20 201111111 al 1111 20 IIMM Proportion Time Blocked111111111111 . Right Turn Channelized No No No No Median Type Undivided Median Storage - r - • - .. Delay, , �, . &ie e ter, arid•' Level of Service . Flow Rate (veh/h)1111111.111111 11111111 59 60 .a Mil CapacityNI III 1311111111111111111 Ili! 1.11.1 1111 el 826 MEI v/c Ratio11.1 LIII 8P07 IIIIIIIIIIIIIN 0.191111111111.11. 95% queue Length MI 0.7al 1111 11. IIII 0,2. MI NM= limn= Control Delay (s eh) all 1.11111 191 9.7as Level of Service (LOS)all A1111 ill Approach Delay (s eh) 19.1 1.4 Approach LOS C HCS 2010 Two General- lnhorn at on -Way Stop Control Summary Report - Site Information • _ - Analyst Intersection 257 - 80.5 Agency/Co. Jurisdiction Date Performed 7/12/2017 East/West Street 80.5 Analysis Year 2017 a. North/South Street 257 ,- Time Analyzed EX ST LT AM PM Peak Hour Factor 0.92 Intersection Orientation North -South Analysis lime Period (hrs) 0.25 , Project Description • 4 Lanes -.H k •�• 'fit "::-.4-:•s v �=i • ., :_? it i.i.,r` `„ + .., i • :A11/2ie 5.. I,.' "'4 .► -.;;;",• .•.:•.. •J•:,.l r( -�w !11. •-. t.,.1,- :• F7E:gip' `,r0'' .4., 4. .' -.-}T t"r.`.•_ :•t17.',:,.�y Vii. r- a"Jy :,Cf•Jrj +ad 7:. ('' ,'-,7,1.1'.....• .•iy �.L S`y.ti.r..:r �.�k.- T•.: •,�.-,4j :S. .Ij� - et," '';:. tf:f ..i:. •• J .'-� T•.. -•:':._.`r_'• .•:-i. -.Y.;q.' F . . nn -.. - #:.�7i' •.:'..-1-':"..'' .'i'".'";.% ,. '.•.' .'-: ~ Iry t."' .r: r. 'i i.7: s :~: K..$. ?- r .ti`i �1 a i ..,A �,..z..,.;0)4:-.1Z.:74.76\ ••.... “.."-%•- 7 J, •.- :,..7. � :. ��f` j • •:";", `t".•'t1 �_+.-'.'.lti_' ... !a-�.Z'.:-'.1','\;k.�-.1 �It't-r'- 1 •G..cr d .1.':`rn-rr+r..,-:±Ze'... 6:,ham••J f.+.+'•^. .. z•.w.~•'[:r .•-•7_. MY.:"' L • c.; ....Jr.'''.' '-,f ;•: • -1...>.::i X' 4fin y. S ��1FL t[" - fir .•. ; ,1•. !r •�S1 �•-"%'.L •a-.�,:��`f ( 4� + �y .. a'•.7Tiii.r'T.1y'}'f-J+/1.-1.ylrr:s...e40.'"`.!i'!/.'4•.fi•r •5.1./AO :`r(b It b y_ • .•(yam -',z . _. - .t, . -' � - ,. ,.i .: �. • 'J �'�-•• Jr}: �~ ter. i': _ r . •P- • `'-•"•"'••,� ` - .: . .ti;:- . ;? :• br •..•'sgilailla ip at;• i h � � Major Street North -South • =� Vehicle Volumes andadjusttents Approach Eastbound Westbound Northbound Southbound Movement Li L T RIIIIIIIIIII I R Uiiiiiii R Ualio Priority 10 Inn III Ell ° 8 9 1U aimmimmi 4U 4111111 6 6 Number of Lanes 1111 0 0 0 0 a0 :0 0 0 0lin 0 0 1111 11111111 ConfigurationM unii. . IliTR T Volume (veh/h) e 395 10 20 570 MEI 15 50 mil Percent Heavy VehiclesMIN 61.. IIII 20 20 la 20 LIM Proportion Time BlockedIIII 1111 1111 Right Turn Channelized No No Nc No Median Type YP I Undivided Median Storage ,. Delay, Queue Length, and Level of • ervice Flow Rate (veh/h) imi 70 Ill , Capacity ME.1031 1.1 v/c Ratioall 11111111 0.17 IIIIIIIII 0.02 95°l Queue Length MI III 0,611111 1111 0.1 Control Delay (s}veh)is ilmi ea 8.6 Level of Service (LOS)ail am A imi 15.3 03 Approach Delay (s eh)IIIIIIIIIIIMI Approach LOS C HCS 2010 Signalized Intersection Results - -- Summary --- -- ---- General Information Intersection Information Li 4 Q4.-irq-` ' Agency Duration, h 1x.25 �' - -•-t- _ Analyst GC Analysis Date Nov 137 2016'--- tj Area Type Other Jurisdiction Time Period PHF 0.92 T Urban Street Analysis Year Analysis Period 1> 7:00 } -; .. Intersection 1- 257 File Name `l' _ . 11 Project Demand Description Information AM PM EX ST EB \i'VB NB its; L, SB .t-tr ri _ Approach Movement L T R T R L R L T R Demand ( v), vehlh 10 380 250 700 5 600 - 45 �. 5 5 15 irral Information _ - r,:..-- , - --: - Cycle, s 68.8 Deference Phase •,: ,+• .. LL s -•.',Ofset, Reference Point End r ;.. 0.9 3.8 26_5 14.5 4,0 0.0 - ..- ::... _ •�. 1 t- "~;1.• _ . Uncoordinated Force Mode Fixed Yes Simult. Simult. Gap Gap Env On N/ On Yellow Red 4.0 1.0 0,0 0,0 4.0 1.0 4.0 0.0 4.0 1.0 0.0 0.0 -_-.i. 5 r- ,. -- . : a - :- Timer Results EEL EBT VVBL ' BT NBL NBT SBL SBT Assigned Phase 5 2 1 - 6 7 4 8 Case Number 1.1 3,0 1.1 4.0 2.0 4.0 6.3 Phase Duration, s 5.9 31.5 9.7 35.3 18_5 i 9.0 Change Period, ( Y -FR c), s 5.0 5.0 5.0 5.0 4.0 5.0 5.0 Max Allow Headway ( MALI), s 3.1 3.0 3.1 3.0 3.1 3.3 3.3 Queue Clearance Time ( gs), s 2.2 12.5 5.0 27.9 14.4 3.6 `` 2.9 Green Extension Time ( g e )7 s 0.0 2.5 0.1 2A 0.2 0.1 0.1 Phase Call Probability 0.10 1.00 0.93 1.00 1.00 _ 1.00 0.79 Max Movement Out Probability Group Results 0.00 EB 0,00 0.00 WB 0.02 1.00 NB 0.00 SB 0.00 Approach Movement T R L T R L T RIMIIIIIII R Assigned Movement 2 12 1 6 16 7 4 14 a a 18 Adjusted Flow Rate ( v), veh/h 11 413 54 136 766 652 54 1.1 22 MIE 1863 1610 1310 1860 1757 1635 MEI Ea 1674 Adjusted Saturation Flow Rate ( s), vehfh/ln 1810 Queue Service Time ( gs), s 0.2 10,5 1.0 3.0 25.9 12.4 1.6 0.3 .. R 0.9 IIII Cycle Queue Clearance Time ( g a), s 0.2 10.5 1.0 3,0 25.9 12.4 1.6 0.3 0,9 EN Green Ratio ( g/C) 0.40 0.39 0.60 0.47 0.44 0.65 0.33 0.06 1 0.06 Capacity ( a ), vehlh 155 719 962 449 821 743 sia 183 ; 96 la Volume-tc Capacity Ratio 0.575 - 0.056 0.302 0.933 0.877 0.102 0.030 0.226 (X)._ 0.070 Back of Queue ( Q ), ft/In (50 th percentile) 2.3 85.7 6.1 25.4 193.4 147.1 13.9 2,1 8.5 Back of Queue ( Q ), veh/In (50th percentile) 0.1 3.4 0.2 1.0 7.7 5.9 0.6 0.1 0.3 - - - Queue Storage Ratio ( RQ ) (50 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 j. 0.00 Uniform Delay ( d i ), slveh 16.8 i 12.8 5.8 11.7 nil 26.3 16.1 30.74 31.0 Incremental Delay ( d 2 )r s/veh 0.1 0.3 0.0 0.1 7.8 MN 10,0 0.0 0.0 0.4 Initial Queue Delay ( d 3), slveh 0.0 0.0 0.0 0.0 0.0 NM 0.0 0.0 0.0 0.0 Control Delay ( d), sAveh 16.8 5.8 11.8 Enimm 36.8 16.2 30.7 31,4 Level of Service (LOS) B B A Biel D B C till Approach Delay, s/veh I LOB 12.3 B 19,7 B 35.3 D 31.3 C Intersection Multimodal Delay, Results sfveh / LOS 23.4 EB 'U NB C SB Pedestrian LOS Score / LOB lila Bicycle LOB Score / LOS Copyright © 2017 University of Florida, All Rights Reserved. HCS 20101M Streets Version 6,80 Generated: 71/2/2017 1:12:26 PM General Information HCS 2010 Signalized Intersection Results Intersection Summary Information :TAI '+ 1,4 .14,1 a Agency Duration, h 0.25 4L Analyst GO Analysis Date Nov 13 2016 Area Type Other Jurisdiction Time Period PHF 0.92 : - - ' - Urban I Street Analysis Year Analysis Period 1> 7:00 - Intersection 14 - 257 File Name Project Description AM FM EX .� LT nit r-tY_tr. I Demand Information EB \ B NB SB Approach Movement L ' T R T R L T R L T R Demand Signal Information ( v), veh/h 15 : 530 355 50 34O 240 laillEM T male ,�..•�_�, . 1 - a Cycle, s 48.0 Reference Phase ! = ;- - t Offset, s 0 Reference Point End .. �`- Green 10.0 -0.0 0.0 0.0 0.0 0.r :� -. . .,. , . Uncoordinated Yes -- - Simult. Gap EM! On Yellow 10.0 � 0.0 C�.O 0.0 � a.t� �.(� �� s6 -�� ;. :: .� • � 4 �}J _ Force Mode Fixed Simult. Gap N/S On Red 0.0 0,0 0.0 0.0 0.0 0.0 i .'�' ... Timer Results EBL EBT WBL VVBT NBL NBT SBL ...._,..pa. SBT Assigned Phase 5 2 6 7 4 8 Case Number 1.1 3,0 4.0 1.0 4.0 6.3 Phase Duration, s 0.0 22.3 7,6 23.9 9.2 18,1 8,8 - Change Period, ( 'OR c ), 5.0 5.0 5.0 5.0 4.0 5.0 5.0 Max Allow Headway (MAH), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Clearance Time ( g s ), a 0.0 0.0 0,0 0.0 0.0 0.0 - 0.0 Green Extension Time ( g e ), s 0.0 0.0 0.0 0.0 0.0 0.0 _ 0.0 Phase Call Probability 0.00 0.00 0.00 0,00 0.00 0.00 0.00 Max Movement Out Probability Group Results 0.00 EB 0,00 0.00 'R 0.00 B 0.00 NB 0.00 SB 0.00 Approach Movement L T- L T R T R L T R Assigned Movement 5 2NEN e 6 16 4 14 3 8 18 Adjusted Flow Rate ( v), veh/h O 0 0 0 O 0 0 0 0 Adjusted Saturation Flow Rate ( s), vehill/In 0 0 0 . 0 0 O 0 O 0 Queue Service Time ( g s), s 0.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0 0,0 Cycle Queue Clearance Time (g c), s 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 _ Green Ratio ( glC ) 0.38 036 0.47 0,42 0.39 0.23 0.27 0.08 0.08 Capacity ( c ), veh/h 416 673 312 733 Mil 887 443 256 136 Volume -to -Capacity Ratio ( ) 0.039 0.857 0.222 0.174 0.512 0.294 0.196 MIE 0.021 0.120 Back of Queue ( Q ), ft/ln (50 th percentile) 2 87.8 17.7 6.4 42.4 MI 25.2 15.4 MN 1.3 3.9 Back of Queue ( Q ), vehlin (50 th percentile) 0.1 3.5 0.7 0.3 1.7 1.0 0.6 MO 0.1 0.2 Queue Storage Ratio ( FAQ ) (5O th percentile) 0,00 0.00 0.00 0.00 0.00 all 0.00 000 a 0,00 0.00 Uniforni Delay ( d 1), slveh 0.7 11.4 7.5 10,4 8.4 15.4 13.4 IIIII 20.4 20.5 Incremental Delany ( d 2), sfveh 0.0 0.1 0.1 0.2 0.1 0.1 0.1 Initial Queue Delay ( d 3 ), sfveh _ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _0.0_ 0.0 0.0 Co ntrol D elay ( d ), s/veh 9.7 12.0 7.6 10.5 8.6 15.5 13,5 20.4 20.7 Level of Service (LOS) A B A B A B B C C 1111 Approach Delay, siveh' LOS 11.4 B 0.0 I A 15.0 B 20.6 C Intersection Multimodal Delay, Results slveh / LOS --- EB 11.6 WB NB B -- SB Pedestrian LOS Score / LOS Mil =111111 Bicycle LOS Score 1 LOS Copyright C 2017 University of Florida, Ali Rights Reserved, HCS 2010Thi Streets Version 6.80 Generated: 7/12/2017 1:05:39 PM Simon Contractors Company Severance Asphalt and Ready -Mix Concrete Plants Waste Management Plan Simon Contractors Company is currently reviewing options for waste handling services and will select a waste handling company and provide a waste handling plan prior to recording of the USR plat. Office - generated waste will be collected in the trash containers illustrated on the USR Map submitted with this application. Operation- generated waste such as solvents, greases, and other materials used at the plant that cannot be disposed of with office -generated waste will be collected and disposed of according to the contact to be entered into. Hello