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Home My WebLink About20191074.tiffUSE BY SPECIAL REVIEW (LJSR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 www. wel dgov , com * 970-400-6100 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: DATE RECEIVED: 9/27/18 AMOUNT CASE # ASSIGNED: USR18-0105 APPLICATION RECEIVED BY PLANNER ASSIGNED: DA * 1211-0640-00 5, 1211-0640-0056, and 1211-0640-0053 Parcel Number.1211-0640-0055, M.igit number on Tax I.D. information, obtainable at Address of site: 17295 HIGHWAY 85, Platteville, CO 80651 www weldgov.com). Legal Description: SOUTHEAST 1/4 Zone District: AG Acreage: 139.2 FEE OWNER(S) OF THE PROPERTY: Name: David Hunt Section: 6 Township: 3 N Range: 66 w Floodplain: eological Hazard: Y(]V p Airport Overlay: YON Company: Phone 14: Hunt Water LLC 970 737 2437 Street Address: 14460 VVCR 40 Email: davidhuntfeedyard,com City/State/Zip Code: Name: Platteville, CO 80651 Company: Phone #: Street Address City/State/Zip Code: Name: Company: Phone #: Email; Street Address: Email.: City/State/Zip Code: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany all applications signed by Authorized Agents) Name: Andy Rodriguez Company: Civil Resources, LLC Phone #: 303 833 1416x202 Email: andy@civilresources.com Street Address: 323 5th St, PO Box 680 City/State/Zip Code: Frederick, CO 80530 PROPOSED USE Gravel mine and reclaimed water storage I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included indicating that the signatory has to legal authority t ign for LI ciarporation, Signature: Owner or Authorized, Agent cite vid bt/r Print Name 7-25-18 Date Signature: Owner or Authorized Agent Date Print Name Rev 4/2016 CIVIL RErSURCES, LLC ENGINEERS & PLANNERS MEMORANDUM TO: Department of Planning, Weld County File - Hunt Water, LLC Gravel Mine FROM: Civil Resources, LLC DATE: September 26, 2018 RE: Use By Special Review Questionnaire The following questions are to be answered and submitted as part of the USR application. If a question does not pertain to your use, please respond with "not applicable', with an explanation as to why the question is not applicable. The application requirements are outlined in Section 23-2-260 and Chapter 23, Article IV, Division 4, of the Weld County Code. The application shall contain the following information. 1. A detailed description of the method of mining operation. The description shall include: a. The types and numbers of structures that will be erected (built) on site including operation and processing equipment to be employed. - There will be no structures erected on any of the Parcels. b. The number of shifts to be worked and the maximum number of employees. - One shift, approximately 2-5 employees working 6 days a week and 10 -12 hours per day (6am to 6pm). c. Whether the operation will involve a wet or dry pit. -The pit will be slurry lined dewatered and dry mined. The initial intent is to mine the topsoil and overburden and cease mining. Should market conditions create demand the mine might go further into the sand resource. At this time the slurry wall leak test will have been performed and the miner will not expose groundwater until the slurry wall has been approved. d. County roads and bridges to be utilized, along with site entrance/exit points. (Coordinate with County Engineer). - The same entrance along Weld County Road 27 as has been used to access the property. The same access on Weld County 36 to access the southeast parcel. e. The size of the area and stages to be worked at any one time. - The east and west parcels will be mined together, approximately 14 acres and 48.1 acre -s respectively. f. A time table giving the periods of time and number of phases to be worked, which will be required for the various phases of the operation. - Two years to mine depending on market conditions and one year to reclaim. g. The depth and thickness of the mineral deposit to be mined and the thickness of overburden to be removed. - The mineral deposit is 30 to 40 feet deep with approximately 2 to 4 feet of overburden. h. The proposed use of reclaimed lands and an explanation of the reclamation process. - The proposed use of the reclaimed land will be water storage. i. The source of technical advice in that type of reclamation for open cut mining land. - Hunt Water, LLC is new to the mining but has various years of experience in moving dirt associated with their feed lot operation and has experience in operating heavy equipment and trucks. 323 FIFTH STREET • FREDERICK, COLORADO 80530 • PHONE: 303.833.1416 • FAX: 303.833.2850 Hunt Water, LLC September 24, 2018 Page 2 of 4 2. A statement which explains how the proposal is consistent with the Weld County Comprehensive Plan. ce�ri� REVIURCES The proposed use is consistent with the Weld County Comp Plan per Chapter 22, Section 22-2-10 and 22-2-20 as described below: The proposed use will be for mineral extraction per 22-2-101E as related to water storage and in agricultural uses with limited environmental impacts. Mineral extraction and water storage with limited change to the topography support rural area development and high -quality rural character per 22-2-10.C & E. The proposed use encourages agricultural as the ultimate use if for water storage for irrigation per 22.2- 20.B.3.A.Policy 2.3. The proposed use encourages and is related to the fabric of Weld County and the Highway 85 corridor by limiting high density development and utilizing the resource for a final reclaimed use that is in -fine with the areas agricultural and commercial/industrial use. The water storage will not only be beneficial for uses such as augmentation, irrigation, industrial water use but have a beautification aspect as water storage and wetlands. These are all in -line with Section 20-2-10 and 20-2-20. 3. A statement which explains how the proposal is consistent with the intent of the district in which the use is located. The proposed use is consistent with the Weld County Comp Plan per Chapter 23, as described below: The proposed mineral extraction and ultimate reclaimed water storage, using water rights that have already been changed in Colorado Water Court for uses in irrigation, augmentation and other various industrial activities promotes the agricultural feel of the Highway 85 corridor. The proposed slurry wall protects irrigation wells and surrounding property owners farm and land. The ultimate use of the property is water storage for use in the owner's feed lot operation as it relates to cattle production which is directly in -line with Chapter 22 and 23 County Code. 4. If applicable, a statement which explains what efforts have been made, in the location decision for the proposed use, to conserve productive agricultural land in the agricultural zone district. - The area will be reclaimed to water storage for use in agricultural use and other associated water used along the Front Range. 5. A statement which explains there is adequate provision for the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. - The area will be permitted through the State and the County. The required Mining Safety and Hazard Association requirements will be followed. 6. A statement describing the existing surrounding land uses and explaining how the proposal will be compatible. - Surrounding properties are agricultural in nature with a few small industrial properties adjacent to US 85. The proposed use of the property is ultimately reclaimed water storage for use in agricultural and industrial water uses. The water storage will support the local agricultural and industrial land uses along the US 85 corridor. 7. A statement describing the existing land use. - The existing use is irrigated pasture and alfalfa. 8. Describe, in detail, the following: a. How many people (employees, visitors, buyers, etc.) will use this site? - Employees; 2-5, Visitors; 0-5, Buyers: 0. b. What are the hours of operation? 6am-6pm in summer, 6am to 5pm during other seasons (daylight hours only). Monday through Saturday. Hunt Water, LLC September 24, 2018 Page 3 of 4 c. What type and how many animals, if any, will be on this site? - None. MR REVIURCES d. What kind (type, size, weight) of vehicles will access this site and how often? - Daily visits are to be expected, pickups, tandems and semi -trucks typically visit the site. e. Who will provide fire protection to the site? - Local fire districts, Platteville-Gilcrest Fire Protection District. f. What is the water source on the property? (Commercial well or water district). - Mining water from state approved water court decree. g. What is the sewage disposal system on the property? (Existing and proposed). - N/A, there will be portable toilets. h. If storage or warehousing is proposed, what type of items will be stored? - N/A, there will no storage located on the site. Any equipment will be stored in the processing area. x. Explain where storage and/or stockpile of wastes will occur on this site. - The stockpile(s) will be in the SW corner of HWY 60 and the site entrance. See attached maps. j. Explain the proposed landscaping/screening for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal. - The remaining above grade portions will be reclaimed to dryland with no further landscape treatment. k. Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin. Timetable 23-2-260.C.12. - Approximately 2 years to mine. Approximately 1 year to reclaim. I. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. - Further weed mitigation will be ongoing should the mine still be active. m. Explain how the storm water drainage will be handled on the site. - The storm water drainage will be reduced as the pit is being mined and flows will collect in the pit. The natural drainage will drain to north as historical they did with a reduction in drainage. All water right obligation will be preserved via the approved water court case associated with the reclaimed use. The general drainage of the Site is south to the South Platte River. The topo surrounding the site shows a gradient of 0.8 percent from elevation 4802 to 4781 to the northwest for approximately 3,700 feet. The majority of overflow drainage would flow to the WCR 25.5 borrow ditch. The flows leave the Site at the north end towards WCR 25.5. The site will be developed into a below grade mining area and a reclaimed below grade reservoir. During mining and reclamation a large percentage of flows will enter the below grade portion of the gravel mine. This water will then be discharged via pumping toward the rivers. Therefore the site falls under exception, Sec. 23-12-30.F1a-6. n. Method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. - There is no intended demolition or debris to be generated as a result of mining. Should any debris be generated as a result of mining it will be hauled offsite. o. A statement delineating the need for the proposed use. - The material will be sold as topsoil to various entities in the construction industry. The sand and gravel will be sold as fill dirt or for construction materials to various entities in the construction industry. Hunt Water, LLC September 24, 2018 Page 4 of 4 Gd' It RESIPURCES 9. A statement which explains the Use by Special Review area is not located in a flood plain, geologic hazard and Weld County Airport overlay district area; or that the application complies with Chapter 23, Article V, Overlay District Regulations as outlined in the Weld County Code. - The Site is not located in a geologic hazard area, the Site is not located in the flood plain. Noise Control Plan: Material will be excavated and hauled via haul truck(s) to northeast as there will be no crusher on Site. The entire site and any haul roads will be watered to maintain dust control. The mine is a dry mine and will be dewatered after installation of a slurry wall, the material will be excavated once water levels have been drawn down to manageable mining levels. There will no fuel storage, washing or secondary operations on the proposed Property. J:IHalIIrwin-1051DHF-Gravel Mine\weld county\comments\2ndll emo-USR - WELD County -Hunt -9-24-18 .docx TRAFFIC STUDY Andy Rodriguez From: Sent: To: Cc: Subject: Attachments: Andy Rodriguez <andy@civilresource.com> Friday, August 17, 2018 1:27 PM 'Mattson - C DOT, Allyson' 'Evan Pinkham'; 'Bilobran n - CDOT, Timothy' RE: FW: access permit memo-hunt-accessperrnit.pdf; accesspermits_huntwater- ravelrnine8-18.pdf; USR- DWGS 7-25-18.pdf; Hunt Farms Dirt Pit Traffic Study 07-24-2018.pdf Allyson, See attached memo, access permit, TIS and County Plans submittal. I also sent the originals in the mail. Andy From: Mattson - CDOT, Allyson [mailto:allyson.mattson@state.co.us] Sent: Tuesday, August 14, 2018 1:30 PM To: Andy Rodriguez <andy@civilresources.com> Cc: Evan Pinkham <epinkham@weldgov.com> Subject: Re: FW: access permit Good afternoon Andy, ACCESS PERMIT CORRESPONDANCE We do not need to review any of the County applications.. However, the next step-- a traffic impact study-- will need to address both Highway 60 and the County Roads associated with the site. Once completed, the TIS can be sent directly to me along with the CDOT access application. The Slope Stability Report you had previously asked Tim about will need to be reviewed, by HQ Property Management (please refer to Tim's previous email for contact/direction) . You will need to follow-up with them regarding the status as the Region is not responsible for final review. Hopefully this answers your questions, but please feel free to let me know of any further questions you may have. Thank you, On Tue, Aug 14, 2018 at 10:01 AM, Andy Rodriguez <andy@civilresources.com> wrote: Guys, I had a pre -app meeting with Weld County and I am going to submit an access permit to you guys for an existing access from a private property onto Highway 60. I am also going to get a permit from Weld County. 1 I had one question, there is a private access onto WCR 36 and Weld County said I should follow up with CDOT to see if you want me to submit the permit to you guys as well as Weld County. See attached map. Thanks, Andy From: Bilobran - CDOT, Timothy [mailto:timothy.bilobran@state.co.us] Sent: Tuesday, July 24, 201810:48 AM To: Andy Rodriguez <andy@civilresources.com>Allyson Mattson - CDOT <allyson.mattson@state.co.us> Subject: Re: FW: access permit Morning Andy, Yes, you can place it in the mail to use up here. Please use the address in my signature block. I've c'd Ally Mattson into this e-mail string. Please use her as your second contact for access permits in Region 4. If you need it, her phone ft is 970-350-2148. Right now we're running about 5-6 weeks from application to turned around permit. Please plan accordingly. Thanks, Tim On Mon, Jul 23, 2018 at 1:25 PM, Andy Rodriguez <andyAcivilresources.com> wrote: Tim, 2 I did not hear back. Just wondering where to send this access permit. It is the region 4. Can I email the signed permit? Andy From: Andy Rodriguez [mailto:andy@civilresources.com] Sent. Wednesday, July 18, 2018 2:20 PM To: 'Bilobran - CDOT, Timothy' <timothv.bilobran@state.co.us> Subject: access permit Tim, Can I send an access permit and the pertinent information to you for your region? Andy From: Bilobran - CDOT, Timothy[mailto:timothy.bilobran@state.co.us] Sent: Thursday, June 28, 2018 11:42 AM To: Andy Rodriguez candy@civilresources.com> Subject: Re: neighbor notification Hunt Water, LLC Gravel Mine Andy, I am up in CDOT Region 4 so I cannot tell you if your mailer made it to CDOT HQ. Their Customer Service number is 303.757.9011 if you'd like to call CDOT HQ directly. I can also tell you that CDOT HQ moved at the end of April. I assume the post office is forwarding their mail. Their new address is: 3 2829 W. Howard Place, Denver, CO 80204 Thanks, Tim On Thu, Jun 28, 2018 at 9:04 AM, Andy Rodriguez andy@civilresaurces.com> wrote: Tim, Could you respond to the email stating you received the attached information for my records. Attached is the neighbor notification for the property shown on the attached map per Division of Reclamation Mining and Safety (DRMS) requirements . The owner Hunt Water, LLC is planning on a mining for sand and gravel. I sent the neighbor notification to the 4201 E Arkansas Ave, Denver, CO 80222 address but I don't know if it made there as I have not received the return receipt yet and it was sent 10 days ago. I also sent a structure agreement directly to your address, per in the next couple of days. Could you respond to the email stating you received the attached information for my records. Thanks, Andy Rodriguez, P.R. andycivilresources . com 303 909 0776 (c) S requirements. You should receive that 4 303 833 1416x202 (o) Civil Resources, LLC PO Box 680 323 5th St. Frederick, Co 80530 Tim Bilobran Region 4 Permits Manager COLORADO 4 Office 970-350-2163 I Mobile 970-302-4022 I Fax 970-350-2198 10601 W. 10th Street, Greeley, CO 80634 . timothy.biIobran@state.co.us I COdot.gOV I www.cotrip.org Virus -free. www.avq.com Tim Bilobran Region 4 Permits Manager COLORADO nepartmmcdnammowical Office 970-350-2163 I Mobile 970-302-4022 I Fax 970-350-2198 10601 W. 10th Street, Greeley, CO 80634 timothy.bilobran@state.co.us I Codot.gov I www.cotrip.org Thank you, Allyson Mattson Assistant Access Manager, Outdoor Advertising Inspector - Traffic P 970 350 2148 C 970 381 8995 10601 West 10th Street, Greeley, CO 80634 allyson.mattson@state.co.us I http://codot.govi I www.cotrip.org Kimley Horn July 24, 2018 Mr. Andy Rodriguez, P . E . Civil Resources, LLC 323 5th Street Frederick, CO 80530 Re: Hunt Farms Dirt Pit Traffic Study Letter US-85/SH-60 6/S H-60 (WCR-27) and US -85 /W R-36 Weld County, Colorado Dear Mr. Rodriguez: The purpose of this letter report is to document the results of a traffic analysis prepared for the proposed Hunt Farms Dirt Pit, to be located along US -85 at the SH-60 (WCR-27) and WCR-36 intersections in Weld County, Colorado. Specifically, two sites are proposed to be developed into this dirt pit. One site is located along the west side of US -85, and also west of SH-60, whereas the other site is located directly on the northeast corner of the WCR-36 and US -85 intersection. The project location is shown in an attached aerial exhibit and attached vicinity map of Figure 'I . This traffic study identifies project traffic generation characteristics, potential project traffic related impacts on the local street system, and mitigation measures required for identified impacts of the following two intersections: • US -85 and SH-60 (WCR-27) US -85 and WCR-36 In addition, the access to each site was evaluated. Access to the site on the west side of US -85 is anticipated to occur from SH-60 (WCR- 7) at the existing field access location approximately 600 feet north of US -85 (measured center to center). An access is proposed along the north side of WCR-36 for the site along the east side of US -85. Regional access to the Hunt Farms Dirt Pit wilt be provided by Interstate 25 (1-25) and United States Highway 85 (Us -85). Primary and direct access will be provided by US -85, SH-60 (WCR-27) and R.-36. US -85 is a paved divided roadway providing two lanes of travel in each direction, northbound and southbound, and has a posted speed limit of 65 miles per hour through the study area. SH-60 is a paved two-lane roadway providing a single lane of travel, northbound and southbound, with a posted speed limit of 65 miles per hour. It intersects with U-85 in a T -intersection with stop control on the southbound H-60 (WCR-27) approach. The southbound approach includes separate left turn and right turn lanes. The right turn is a channelized free right turn with an acceleration lane along southbound US -85. An acceleration lane also exists along northbound US -85 for left turning traffic to turn into to perform a two -stage left turn. WCR-36 intersects with US -85, and is an unpaved roadway providing travel in the eastbound and westbound directions. T h e eastbound and westbound WCR-36 approaches to US -85 operate with stop control. There is an at -grade railroad crossing across WCR-36, approximately 60 feet from the edge of US - 85. This approach leg of WCR-36 is paved at US -85 and through the railroad crossing. Left kim ley-hom.00m 4582 South Ulster Street, Suite 1500, Denver, Co 80237 303 228 2300 Kimley Horn Mr, Rodriguez July 24, 2018 Page 2 turn and right turn deceleration lanes exist along US -85 for all movements to SH-60 (WCR- 27) and WCR-36. The existing intersection lanes and control for the study area intersections are shown in Figure 2. The project site iscurrently vacant land, used for agricultural purposes. The surrounding uses are also primarily vacant/agricultural with farms located nearby. The Town of oilcrest is located approximately two and a half miles northeast of the site and the Town of Platteville is located approximately two miles to the south. Existing peak hour turning movement counts were conducted at the key intersections of US - 8515H -60 (WCR-27) and US-851wc -36 on Wednesday, March 21, 2018 during the morning and afternoon peak hours. The counts were conducted in 15 -minute intervals during the morning and afternoon peak hours of adjacent street traffic from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. Existing turning movement counts are shown in Figure 3, Count sheets are attached. According to information provided on the website for the State of Colorado Department of Transportation (CDOT), the 20 -year growth factor along US -85 in the vicinity of the site is 1.57. This value equates to an annual growth rate of 23 percent. US -85 traffic information from the CDOT Online Transportation Information System (OTIS) website is attached. Based on this, an annual growth rate of 2.3 percent was used to calculate future traffic volumes within the project study area to estimate the near term 2020 completion of operations for the dirt pit. Background traffic volumes for 2020 are shown in Figure 4. Site -generated traffic estimates are determined through a process known as trip generation. The number of employees anticipated as well as the number of truck trips in and out daily and per hour were estimated for the proposed dirt mine. The pit is anticipated to have four (4) employees assigned to both sites. For purposes of this study, it was assumed that all four (4) employees would arrive and depart in a common peak hour in a drive -alone fashion resulting in four (4) vehicles entering the dirt pit during the morning peak hour and four (4) vehicles exiting the pit during the afternoon peak hour. The dirt pit is estimated to haul a total of 800,000 tons of material from both sites over a two- year period. Assuming 50 working weeks a year, over the two-year time period totaling 100 - weeks, there would be 8,000 tons hauled per week. The primary work hours for the mine are anticipated to be between 6:00 AM and 6:00 PM Monday through Friday (five, 12 -hour days) with an 8 -hour shift occurring on Saturdays. Assuming 68 working hours in a week, there would be approximately 118 tons hauled per hour. Each truck can haul 25 tons per trip, resulting in five (5) trucks per hour 010 trips with 5 trucks in and 5 trucks out). These five trucks per hour would need five (5) drivers. These drivers were assumed to arrive prior to the morning peak hour (before 6:00 am) and depart after the afternoon peak hour (after 6:00 pm). Therefore, these five (5) employee truck driver trips are shown with no peak hour trips and 10 daily trips. Based on the estimates of five (5) trucks needed for operations, it was estimated that 60 trucks daily, making 120 trips (60 trips in and 60 trips out) will access the gravel mine each 12 -hour day. Table 'I provides the trip generation estimate for the Hunt Farms Dirt Pit. kim ley-hom.00m 4582 South Ulster Street, suite 1500, Denver, Co 80237 303 f'4+1. 2300 Kimley Horn Table 1 — Hunt Farms Dirt Pit Weekday Traffic Generation Mr, Rodriguez July 24, 2018 Page 3 Type Weekday Vehicles Trips Daily AM Peak Hour PM Peak Hour In Out Total In Out Total On Site Employees (4) 8 4 0 4 0 4 4 Truck Driver Employees (5) 10 0 0 0 0 0 0 Gravel Trucks 120 5 5 10 5 5 10 Total 138 9 5 14 5 9 14 Based on the estimates, the gravel pit is anticipated to generate a total of 138 trips daily. Of these, 14 trips are anticipated to occur during the morning and afternoon peak hours. Distribution of project traffic on the street system for Hunt Farms Dirt Pit was based on the area street system characteristics, existing traffic patterns, existing location compared to nearby population areas, and the proposed access system for the project. The directional distribution of traffic is a means to quantify the percentage of site -generated traffic that approaches the site from a given direction and departs the site back to the original source. Attached Figure 5 illustrates the expected project trip distribution for the Hunt Farms Dirt Pit. Traffic assignment was obtained by applying the distribution of Figure 5 to the estimated traffic generation of the project shown in previous Table 1. Traffic assignment for the project is shown in Figure 6 attached. Project traffic volumes were added to the 2020 background traffic volumes to represent estimated traffic conditions for the near -term 2020 buildout operations year of the pit. Attached Figure 7 shows the 2020 background plus project traffic volumes for the Hunt Farms Dirt Pit. Kimley-Horn's analysis of traffic operations was conducted to determine if the addition of the Hunt Farms Dirt Pit project traffic can be accommodated to maintain acceptable operations of the existing US-85/SH-60 0 (WCR-27) and US -85 R-36 intersections without the need for improvements. The acknowledged source for determining overall capacity is the Highway Capacity Manual. Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways in this study area, typical standard traffic engineering practice identifies overall intersection LOS D and movement LOS E as the minimum thresholds for acceptable operations. Table 2 shows the definition of level of service for signalized and unsignalized intersections. kim ley-hom.00m 4582 South Ulster Street, Suite 1500, Denver, Co 80237 303 f'4+1. 2300 Kimley * Horn Table 2 - Level of Service Definitions Mr. Rodriguez July 24, 2018 Page 4 Level of Service Signalized Intersection Unsignalized Average (secfveh) Total Intersection Delay Average Total (sec!veh) Delay A ≤10 ≤10 B > 10 and 5 20 > 10 and 5. 15 C > 20 and 5 35 > 15 and 5 25 D >35and 5.55 >25and 5.35 E > 55 and 5 80 > 35 and 5 50 F > 80 > 50 Definitions provided from the Highway Capacity Manual, Special Report 209, Transportation Research Board, 2010. The study area intersections and proposed accesses were evaluated based on average total delay analysis for unsignalized intersections. Under the unsignalized analysis, the level of service (LOS) for a two-way stop controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. Level of service for a two- way stop -controlled intersection is not defined for the intersection as a whole. Synchro traffic analysis software was used to analyze the study area intersections. The Synchro Highway Capacity Manual (HCM 2010) methodology reports were used to analyze intersection delay and level of service. Table 3 provides the results of the level of service for the study area intersections of US -8515H-60 (WCR-27) and US-85/WCR-36 along with the proposed accesses to each site (capacity analysis worksheets are attached). kim ley-hom.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley Horn Table 3 — Hunt Farms Dirt Pit Level of ervi ce Results INTERSECTION Scenario Movement AM Peak Hour PM Peak Hour Delay (sec/veh) LOS (sec/veh) Delay LOS US -85 and SH-60 (WCR-27) 2018 Existing Northbound Left 11.3 B 24.5 C Eastbound Left 21.7 C 104.8 F Eastbound Right * 0.0 A 0.0 A 2020 Background Northbound Left 11.9 B 33.4 D Eastbound Left 33.1 0 376.4 F Eastbound Right * 0.0 A 0.0 A 2020 Total Northbound Left 12.0 B 33.8 0 Eastbound Left 35.5 E 543.9 F Eastbound Right * 0.0 A 0.0 A US -85 and WCR-36 2018 Existing Northbound Left 11.6 B 12.7 B Southbound Left 0.0 A 14.1 B Eastbound Approach 50.0 F 273.8 F Westbound Approach 39.9 E 243.0 F 2020 Background Northbound Left 12.2 B 13.1 B Southbound Left 0.0 A 14.7 B Eastbound Approach 57.9 F 358.0 F Westbound Approach 74.0 F 429.2 F 2020 Total Northbound Left 12.2 B 13.2 B Southbound Left 17.4 C 14.7 B Eastbound Approach 57.9 F 386.2 F Westbound Approach 106.1 F 506.1 F 2020 Total Improved # Northbound Left 12.2 B 13.2 B Southbound Left 17.4 C 14.7 B Eastbound Approach 57.9 F 243.6 F Westbound Approach 31.9 D 50.3 F SH-60 (WCR-27) Access 2020 Total Northbound Left 9.2 A 9.5 A Eastbound Approach 14.8 B 13.1 B WCR-36 Access 2020 Total Eastbound Left 7.2 A 8.1 A Southbound Approach 8.5 A 8.9 A * Free Movement # Refuge/Acceleration Lane along Southbound US -85 Mr, Rodriguez July 24, 2018 Page 5 Due to the heavy traffic volume along US -85 in the peak hours, it was found that some movements from the minor street approaches operate with long delays with the existing two- way stop control. At the US -85 and H-60 (W R-27) intersection, the southbound left turn from SH-60 operates with long delays and LOS F during the weekday afternoon peak hour today. This kim ley-hom.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley Horn Mr, Rodriguez July 24, 2018 Page 6 southbound left turn volume isn't high enough to warrant alternate control. This is expected to continue and likely get worse into 2020, with or without the addition of the Hunt Farms Dirt Pit project. Likewise, the eastbound and westbound approaches at the US -85 and WCR-36 intersection have long delays and poor level of service today and in 2020, with or without the project. This intersection also does not have high enough minor street approach volumes to warrant alternate control. However, unlike the US -85 and SH-60 (WCR-27) intersection, a refuge or acceleration lane is not provided along US -85 for left turning traffic from the minor street to turn into providing for a two -stage left turn movement. This is an improvement that could be considered if desired. If an acceleration lane for westbound left turns to turn into along southbound US -85 were constructed, acceptable level of service would result during the morning peak hour and delay just above the LOS F threshold (by 0.3 seconds) would result during the afternoon peak hour. Otherwise during peak periods of high delay, it is anticipated that traffic currently reroutes, and will continue to reroute, on the surrounding street network to avoid turning left from the stop controlled approaches at these two intersections. Movements at both proposed accesses, along SH-60 (WGR-27) and WCR-36, are anticipated to operate acceptably (at LOS A or B) with the addition of the Hunt Farms Gravel Pit project traffic. It is recommended that the driveway approaches to these public roadways be stop controlled with the installation of a R1-1 "STOP" sign. Since the proposed access along H-60 (WCR-27) is along a State Highway, it is anticipated that an Access Permit will be required by COOT. No turn lanes are anticipated to be warranted at this access location as the traffic volumes are below the threshold for requiring turn lanes. However, the existing passing -zone striping that is presently allowed through this field access intersection may need to be modified to be no -passing so that northbound traffic on SH-60 does not attempt to pass a truck turning left into the property. Likewise, since the addition of Hunt Farms Dirt Pit project traffic increases traffic by more than 20 percent on the east leg of the S-881WCR-36 intersection (adding 3 vph to 11 vph), it is believed that COOT will require an Access Permit for this intersection. Auxiliary turn lanes aren't warranted at the intersection based on the traffic volumes, although left and right turn deceleration lanes are provided along US -85 in both the northbound and southbound directions. Due to the railroad tracks located across the W R-36 east leg of the intersection in close proximity to US -85 and the addition of truck traffic, it should be considered to install a W10-11 b warning sign that reads "50 FEET BETWEEN HIGHWAY & TRAKCS BEHIND YOU" underneath the existing "STOP" sign. kim ley-hom.00m 4582 South Ulster Street, suite 1500, Denver, Co 80237 303 f'4+1. 2300 Kimley Horn Mr, Rodriguez July 24, 2018 Page 7 In summary, it is anticipated that traffic from the proposed Hunt Farms Dirt Pit project can be accommodated successfully or in the same manner as current traffic conditions. The following improvement recommendations are provided for consideration: • CD0T T Access Permit Applications are anticipated to be needed at the H-60 Access and US-85/WCR-36 intersections. • R1-1 "STOP" signs should be installed for the pit access approaches to the public roadways. SH-60 Passing Zone striping should be modified to No Passing Zone striping at the access location. • Installation of a W 10-11 b "50 FEET BETWEEN HIGHWAY & TRAKCS BEHIND YOU" warning sign underneath the existing "STOP" sign on the westbound WCR-36 approach to US -85. If you have any questions or require anything further, please feel free to call me at (303) 228-2300. Sincerely, KIMLEY-HORN EY-HORN AND ASSOCIATES, INC. p Xve Curtis D. Rowe, P.E., PTOE Vice President kim ley-hom.00m 4582 South Ulster Street, Suite 1500, Denver, Co 80237 303 228 2300 Iraq InTH NTS U 5548OO2 COLORADO BLVD SH-60 N a IL 0 0 CO RD 30 HUNT FARMS DIRT PIT WELD COUNTY, COLORADO VICINITY MAP 0 co I r a) PROJECT LOCATION CO RD 44 CO RD 36 In in Lill F I CURE 1 [Kimley>* Horn HUNT FARMS DIRT PIT WELD COUNTY, COLORADO `EXISTING LANE CONFIGURATIONS NJ 0 Prr HI NTS 096548002 LEGEND • Study Area Key Intersection i2 Stop Controlled Approach Roadway Speed Limit FIGURE 2 (Kimley»>Horni-1 r Wednesday, March 21, 2018 7:00 to 8:00 AM (4:30 to 5:30 PM Wednesday, March 21, 2018 7: 00 to 8:00 AM (4:30 to 5:30 PM) HUNT FARMS DIRT PIT WELD COUNTY, COLORADO `EXISTING TRAFFIC VOLUMES 0 C Le 1 00 NJ 0 Prr HI NTS 096548002 • XX, X00 LEGEN D Study Area Key Intersection Weekday AM(PM) Peak Hour Traffic Volumes Estimated Daily Traffic Volume FIGURE 3 Kimley>>) Horn ]—' r Estimated Daily Traffic Volume HUNT FARMS DIRT PIT WELD COUNTY, COLORADO `2020 BACKGROUND TRAFFIC VOLUMES O C 0) H 100 NJ 0 Prr HI NTS 096548002 • XX, X00 LEGEN D Study Area Key Intersection Weekday AM(PM) Peak Hour Traffic Volumes FICUKU- Kimley>>) Horn ]—' \° C -O4 [20%] [55%] - PROJECT SITE 15% HUNT FARMS DIRT PIT WELD COUNTY, COLORADO `PROJECT TRIP DISTRIBUTION C CO RD 36 K*"`- 10% NTS 096548002 10% • LEGEND Study Area Key Intersection XX%[XX%] En tering[Exiting] Trip Distribution Percentage FIGURE 5 [Kimley>>) Horn H-' r 1(2)-A PROJECT STE 0(0) 0(0) 0 2(i)- 0(0)-> HUNT FARMS DIRT PIT WELD COUNTY, COLORADO `PROJECT TRAFFIC ASSIGNMENT 0 (19 105 0 CO RD 36 15 NJ 0 Prri-1 NTS 096548002 • LEGEND Study Area Key Intersection Weekday AM(PM) XXX(XXX) Peak Hour Traffic Volumes XX, X00 Estimated Daily Traffic Volume FIGURE 6 Kimley>>) Horn ]-' Estimated Daily Traffic Volume HUNT FARMS DIRT PIT WELD COUNTY, COLORADO 2020 BACKGROUND PLUS PROJECT `TRAFFIC VOLUMES • LEGEND Study Area Key Intersection Weekday AM(PM) XXX(XXX) Peak Hour Traffic Volumes xx,x00 FIGURE 7 [Kimley>>) Horn —' R DC Weld County, CO Hunt Farms Dirt Pit AM Peak SH-60/WCR-27 and US -85 kirdgeview Data Collection Morrison, CO 80465 File Name : SH-60 WCR-27 US -85 AM Site Code :1P0 322 Start Date : 3/21/2018 Page No : 1 Groups Printed- Automobiles SH-60NVCR-27 Eastbound US -85 Northbound US -85 Southbound Start Time Left I Right I U Turn I App. Total Left I Thru I U Turn I App. Total Thru I Right I U Turn I App. Total Int. Total 07:00 AM 0 104 0 104 51 143 0 194 207 0 0 207 505 07:15 AM 0 120 0 120 53 191 0 244 203 0 0 203 567 07:30 AM 0 116 0 116 56 196 0 252 176 0 0 176 544 07:45 AM 1 83 0 84 56 170 0 226 184 4 0 188 498 Total 1 423 0 424 216 700 0 916 770 4 0 774 2114 08:00 AM 08:15 AM 08:30 AM 08:45 AM 0 0 0 1 71 60 0 62 0 59 0 0 71 60 62 60 64 46 37 53 164 135 148 141 0 228 0 181 0 185 0 194 175 1 0 176 175 0 0 175 146 1 0 147 141 0 0 141 475 416 394 395 Total Grand Total Apprch O/O Total % 1 252 0 253 2 675 0 0.3 99.7 0 0.1 17.8 0 677 17.8 200 588 0 788 416 1288 0 1704 24.4 75.6 0 11 33.9 0 44.9 637 2 0 639 1407 6 0 1413 99.6 OA 0 37.1 0.2 0 37.2 1680 3794 R DC kidgevinkAt Data Collection Morrison, CO 80465 Weld County, CO Hunt Farms Dirt Pit AM Peak SH-60/WCR-27 and US -85 File Name : SH-60 WCR-27 US -85 AM Site Code :1P0 322 Start Date : 3/21/2018 Page No : TTS cc _0) O t toe O 0,1 to Co O h C 1 US -85 Out In Total 1290 1413 2703 6 1407 0 Ri.aht Thru. U Turn North 3/21/2018 07:00 AM 3/21/2018 08:45 AM Automobiles 47 I u Left Thru Turn 416 1288 0 2082 1704 3786 Out In Total US -85 R DC kirdgeview Data Collection Morrison, CO 80465 Weld County, CO Hunt Farms Dirt Pit AM Peak SH-60/WCR-27 and US -85 File Name : SH-60 WCR-27 US -85 AM Site Code :1P0 322 Start Date : 3/21/2018 Page No : 3 SH -6 0/' Eastbound C R-2 7 US -85 Northbound US -85 Southbound Start Time Left Right U Turn I App. Total Left Thru U Turn App. Total Thru Right U Turn App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total Volume % App. Total PHF 0 104 0 104 0 120 0 120 0 116 0 116 84 1 83 0 51 53 56 56 143 191 196 170 0 194 0 244 0 252 0 226 207 0 0 207 203 0 0 203 176 0 0 176 184 4 0 188 1 423 0 424 0.2 99.8 0 216 700 0 916 23.6 76.4 0 770 4 0 774 99.5 0.5 0 505 567 544 498 2114 .250 .881 .000 .883 .964 .893 .000 .909 .930 .250 .000 .935 .932 CC 0 0 to O obi T C? OJ 0 D US -85 Out In Total 701 774 1475 4 770 0 Ri ht Thru U Turn Peak Hour Data T North Peak Hour Begins at 07:00 AM Automobiles 4-I I U Left Thru Turn 216 700 0 1193 916 2109 Out In Total US -85 R DC Weld County, CO Hunt Farms Dirt Pit PM Peak SH-60/WCR-27 and US -85 kirdgeview Data Collection Morrison, CO 80465 File Name : SH-60 WCR-27 US -85 PM Site Code :1P0 322 Start Date : 3/21/2018 Page No : 1 Groups Printed- Automobiles SH-60/WCR-27 Eastbound US -85 Northbound US -85 Southbound Start Time Left I Right I U Turn I App. Total Left I Thru I U Turn I App. Total Thru I Right I U Turn I App. Total Int. Total 04:00 PM 0 64 0 64 104 232 0 336 177 1 0 178 578 04:15 P M 1 67 0 68 84 268 0 352 183 1 0 184 604 04:30 PM 1 87 0 88 109 242 0 351 188 0 0 188 627 04:45 P M 1 71 0 72 86 233 0 319 212 0 0 212 603 Total 3 289 0 292 383 975 0 1358 760 2 0 762 2412 05:00 PM 05:15 PM 05:30 PM 05:45 PM 0 0 1 1 70 93 0 54 0 53 0 0 70 93 55 54 119 111 98 86 235 290 221 254 0 354 0 401 0 319 0 340 209 1 0 210 267 0 0 267 247 2 0 249 193 1 0 194 634 761 623 588 Total Grand Total Apprch % Total % 2 270 0 272 5 559 0 0.9 99.1 0 0.1 11.1 0 564 11.2 414 1000 0 1414 797 1975 0 2772 28.8 71.2 0 15.9 39.4 0 55.2 916 4 0 920 1676 6 0 1682 99.6 0.4 0 33.4 0.1 0 33.5 2606 5018 R DC kidgevinkAt Data Collection Morrison, CO 80465 Weld County, CO Hunt Farms Dirt Pit PM Peak SH-60/WCR-27 and US -85 File Name : SH-60 WCR-27 US -85 PM Site Code :1P0 322 Start Date : 3/21/2018 Page No : TTS cc Co=ca toe O co 0 h C 1 US -85 Out I n Total 1980 1682 3662 6 1676 0 Right Thru. U Turn North 3/21/2018 04:00 PM 3/21/2018 05:45 PM Automobiles 47 U Left Thru Turn 797 1975 0 2235 2772 5007 Out In Total US -85 R DC kirdgeview Data Collection Morrison, CO 80465 Weld County, CO Hunt Farms Dirt Pit PM Peak SH-60/WCR-27 and US -85 File Name : SH-60 WCR-27 US -85 PM Site Code :1P0 322 Start Date : 3/21/2018 Page No : 3 SH -6 0/' Eastbound C R-2 7 US -85 Northbound US -85 Southbound Start Time Left Right U Turn I App. Total Left Thru U Turn App. Total Thru Right U Turn App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM Total Volume % App. Total PHF 1 87 0 1 71 0 70 0 93 88 0 72 0 70 0 93 109 86 119 111 242 0 233 0 235 0 290 0 351 319 354 401 188 0 0 188 212 0 0 212 209 1 0 210 267 0 0 267 2 321 0 323 0.6 99.4 0 425 1000 0 1425 29.8 70.2 0 .500 .863 .000 .868 .893 .862 .000 .888 876 1 0 877 99.9 0.1 0 .820 .250 .000 .821 627 603 634 761 2625 .862 0 r~ co IC ; cc D US -85 Out In Total 1002 877 1879 1 876 0 Ri ht Thru U Turn Peak Hour Data T North Peak Hour Begins at 04:30 PM Automobiles Left Thru Turn 425 1000 0 1197 1425 2622 Out In Total US -85 R DC Weld County, CO Hunt Farms Dirt Pit AM Peak WCR-36 and US -85 Rirdgeview Data Collection Morrison, CO 80465 Groups Printed- Automobiles File Name Site Code Start Date Page No : WC R-88 US -85 AM : IPO 322 : 3/21/2018 :1 1C R-35 Eastbound WCR-36 R-36 Westbound US -85 Northbound US -85 Southbound Start Time Left Thru Right a Turn App. Total Left Thru Right u -rum App. Total Left Thai Right u Turn App_ Total Left Thru Right u Turn App. Total Ins. Total 07:00 AM 0 0 0 0 0 0 0 1 0 1 1 195 0 0 197 0 305 3 0 308 505 07:15 AM 1 0 0 0 1 0 0 0 0 0 3 240 1 0 244 0 319 2 0 321 566 07:30 AM 0 0 1 0 1 0 0 0 0 0 3 251 0 0 254 0 281 2 0 283 538 07:45 AM 0 0 0 0 0 1 0 0 0 1 0 235 0 0 235 0 292 1 0 293 529 Total 1 0 1 0 2 1 0 1 0 2 7 922 1 0 930 0 1197 8 0 1205 2139 08:00 AM 08:15 AM 08:30 AM 08:45 AM 0 2 2 0 0 0 1 0 1 0 1 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 238 0 168 0 183 0 197 1 0 0 0 0 0 0 0 239 168 183 197 4 236 2 222 0 222 0 207 1 0 2 1 1 0 0 0 241 227 223 207 481 397 409 405 Total Grand Total Apprch O/O Total % 62.5 4 0 2 0 6 5 0 3 0 37.5 0.1 0 0.1 0 0 0 8 0.2 1 0 0 0 1 2 0 1 66.7 0 33.3 0.1 0 0 0 0 0 3 0.1 0 786 1 7 1708 2 0.4 99.5 0.1 0.2 44.6 0.1 0 787 0 1717 0 0 44.8 6 887 4 6 2084 12 0.3 99.1 0.6 0.2 54.4 0.3 1 898 1 2103 0 0 54.9 1692 3831 R DC kidgevinkAt Data Collection Morrison, CO 80465 Weld o u nty, CO Hunt Farms Dirt Pit AM Peak WCR-36 and US -85 File Name : WC R-86 US -85 AM Site Code : IPO 322 Start Date : 3/21/2018 Page No : CO oc O TTS C S O 0) US -85 Out In Total 1714 2103 3817 12 2084 6 1 Ri ht Thru Left U Turn North 3/21/2018 07:00 AM 3/21/2018 08:45 AM Automobiles Left Thru Right Turn 7 1708 2 0 2089 1717 3806 Out In Total US -85 ALT 4 H C a C c CO L 0 O C a R DC Rirdgeview Data Collection Morrison, CO 80465 Weld County, CO Hunt Farms Dirt Pit AM Peak WCR-36 and US -85 File Name : WC R-86 US -85 AM Site Code : IPO 322 Start Date : 3/21/2018 Page No : WC R-36 Eastbound WCR-38 Westbound US -85 Northbound US -85 Southbound Start Time Left Thru Right U Turn App_ Total Left Thru Right Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 0 07:15 AM 07:30 AM 07:45 AM 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 U Turn 1 0 0 0 0 0 0 0 0 0 0 0 0 1 App. Total 1 0 0 1 Left Thru 1 196 3 240 3 251 0 235 Right U Turn 0 0 1 0 0 0 0 0 App_ Total 197 244 254 235 Left Thru Right U Turn 0 305 3 0 0 319 2 0 0 281 2 0 0 292 1 0 App. Total Int. Total 308 506 321 566 283 538 293 529 2139 Total Volume % App. Total 1 0 1 50 0 50 0 0 2 1 0 1 50 0 50 0 0 2 7 922 1 0.8 99.1 0.1 0 930 0 1197 8 0 99.3 01 0 1205 0 PHF .250 .000 .250 .000 .500 .250 .000 .250 .000 .500 .583 .918 .250 .000 .915 .000 .938 .667 .000 .938 .945 TTS 0 H CD C cc — O R r I I) o n T 0 US -85 Out In Total 924 1205 2129 8 1197 0 0 Right Thru Left U L+ Turn Peak Hour Data T North Peak Hour Begins at 07:00 A.M Automobiles Left Thru Right Turn 7 922 1 0 1199 930 2129 4 H C H C Out In Total US -85 RID C Ririgevienv Data Golf€ etion Morrison, CO 80465 Weld County, Co Hunt Farms Dirt Pit PM Peak WCR-36 and US -85 Groups Printed- Automobiles File Name Site Code Start Date Page No : WCR-36 & US -85 PM : IPO 322 : 3/21/2018 :1 WCR-36 Eastbound WCR-36 Westbound US -85 Northbound US -85 Southbound Start Time Left Thru Right U Tum App_ Total Left Thru Right U Turn App_ Total Left Thru Right U Turn App. Trial Left Thru Right U Turn App. Total Int. Total 04:00 P M 0 0 0 0 0 0 0 1 0 1 1 336 1 0 338 0 227 1 0 228 567 04:15 P M 2 0 2 0 4 0 0 1 0 1 1 359 0 1 361 0 255 0 0 255 621 04:30 P M 2 0 1 0 3 1 0 0 0 1 1 344 0 0 345 1 262 3 0 266 615 04:45 PM 0 0 0 0 0 1 1 1 0 3 0 321 2 0 323 0 280 4 0 284 610 Total 4 0 3 0 7 2 1 3 0 6 3 1360 3 1 1367 1 1024 8 0 1033 2413 05:00 PM 05:15 PM 05:30 PM 05:45 PM 0 0 0 0 0 0 0 0 0 0 2 1 0 1 0 1 0 0 2 3 0 0 1 0 1 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 350 0 404 0 315 2 341 1 0 0 0 1 0 1 1 352 404 316 345 0 286 0 355 0 289 0 259 0 0 0 0 1 0 0 0 286 355 290 259 639 761 608 607 Total Grand Total Apprch O/O Total % 3 1 1 7 1 4 58.3 8.3 33.3 0.1 0 0.1 0 5 0 0 0 12 0.2 0 0 3 2 1 6 22.2 11.1 667 0 0 0.1 0 0 0 0 3 9 0.2 3 1410 3 1 1417 6 2770 6 2 2 784 0.2 99.5 0.2 0.1 0.1 55.1 0.1 0 55.4 1189 1 1 2213 9 0 99.6 OA 0 44 0.2 0 1190 0 2223 0 0 442 2615 5028 R DC Ridgeview Data Collection Morrison, CO 80465 Weld o u nty, CO Hunt Farms Dirt Pit PM Peak WCR-36 and US -85 File Name : WCR-36 6 & US -85 PM Site Code :1P0 322 Start Date : 3/21/2018 Page No : CO oc O C S O CO 0 D US -85 Out In Total 2783 2223 5006 9 2213 1 0 Ri ht Thru. Left U Turn North 3/21/2018 04:00 PM 3/21/2018 05:45 PM Automobiles Left Thru Right Turn 6 2770 6 2 2219 2784 5003 Out In Total US -85 H C C c p RID C Ririgevienv Data Golf elation Morrison, CO 80465 Weld County, CO Hunt Farms Dirt Pit PM Peak WCR-36 and US -85 File Name : WCR-36 & US -85 PM Site Code :1P0 322 Start Date : 3/21/2018 Page No : 3 WC Eastbound R-36 WC Westbound R-36 US -85 Northbound US Southbound -85 Start Time Left Thru Right U i um App. Total Left Thru Right U burn App. Total Left Thru Right U Turn App. Total Left Thru Right U Turn App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 2 0 1 0 3 1 04:45 PM 0 0 0 0 0 05:00 PM 0 0 0 0 0 05:15 PM 0 0 0 0 0 0 0 0 1 1 1 1 0 3 0 0 1 0 1 0 0 2 0 2 1 344 0 321 1 350 0 404 0 0 2 0 1 0 0 0 345 323 352 404 1 262 0 280 0 286 0 355 3 4 0 0 0 0 0 0 266 284 286 355 Total Volume % App. Tota 2 0 1 05.7 0 33.3 0 3 0 2 1 4 28.6 14.3 57.1 0 0 7 2 1419 3 0.1 99.0 0.2 0 1424 0 1 1183 7 0.1 99.3 0.6 0 1191 0 615 610 639 761 2625 PHF .250 .000 .250 .000 .250 .500 .250 .500 .000 .583 .500 .878 .375 .000 .881 .250 .833 .438 .000 -839 .862 TTS 0 H CD CC- . - O 0 0 4' 1 US -85 Out In Total 1425 1191 2616 7 1183 1 0 Right Thru Left U Turn Peak Hour Data T North Peak Hour Begins at 04:30 PM Automobiles I P U Left Thru Right Turn 2 1419 3 0 1186 1424 2610 t H C a c 3 a 0 C a Out In Total US -85 ROUTE REFPT EN DREFPT YR2OFACT( COU NTSTI LOCATION 085C 251.795 253.809 1.57 103698 ON SH 85 N/O SH 85 BUS RT MAIN ST PLATTEVILLE HCM 2010 TWSC Gravel Pit - AM Peak - Existing.syn 1: US -85 & SH-60 04/10/2018 Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, vehlh 1 Future Vol, veh/h 1 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized - Storage Length 25 Veh in Median Storage, # 2 0 Grade, % Peak Hour Factor Heavy Vehicles, % 25 2 Mvmt Flow 4 r 11 423 216 700 423 216 700 0 0 0 Stop Free Free Free None 0 350 - - - 0 - 0 88 96 89 2 2 2 481 225 787 rr 770 770 0 Free 4 4 0 Free None 200 0 - 0 93 25 2 2 828 16 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1671 Stage 1 828 Stage 2 843 Critical Hdwy 6.84 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 Pot Cap -1 Maneuver 87 Stage 1 389 Stage 2 382 Platoon blocked, % Mov Cap -1 Maneuver 63 Mov Cap -2 Maneuver 219 Stage 1 389 Stage 2 274 - 828 0 W - 4.14 - 2.22 0 799 0 0 - 799 e l MN W 0 Approach EB NB SB HCM Control Delay, s 21.7 HCM LOS C 2.5 0 Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 S'BT SBR Capacity (veh/h) 799 HCM Lane V/C Ratio 0.282 HCM Control Delay (s) 11.3 HCM Lane LOS B HCM 95th %tile Q(veh) 1.2 - 219 - 0.018 - 21.7 C - 0.1 0 A Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - PM Peak - Existing.syn 1: US -85 & SH-60 04/10/2018 Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, vehlh Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized 2 2 0 Stop r ituf ft if 321 425 1000 876 1 321 425 1000 876 1 0 0 0 0 0 Stop Free Free Free Free Free None - None Storage Length 25 0 350 Veh in Median Storage, # 2 0 50 2 Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 4 - 86 2 373 89 2 478 0 0 86 2 1163 - 200 0 - 0 82 25 2 2 1068 4 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 2604 Stage 1 1068 Stage 2 1536 Critical Hdwy 6.84 Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 Follow-up Hdwy 3.52 Pot Cap -1 Maneuver 20 Stage 1 291 Stage 2 164 Platoon blocked, % Mov Cap -1 Maneuver 5 Mov Cap -2 Maneuver 40 Stage 1 291 Stage 2 43 - 1068 r - 4.14 - 2.22 0 648 0 0 - 648 - 0 0 r ON Approach EB NB SB HCM Control Delay, s 104.8 HCM LOS F 7.1 0 Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 648 - 40 0.737 - 0.1 24.5 - 104.8 0 C - F A 6.5 - 0.3 Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - AM Peak - 2020 Background.syn n 1: US -85 & SH-60 04/10/2018 Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ) r "I +1' 44 r Traffic Vol, vehlh 1 443 226 733 806 4 Future Vol, veh/h 1 443 226 733 806 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Free - None - None Storage Length 25 0 350 - - 200 Veh in Median Storage, # 2 - - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 25 88 96 89 93 25 Heavy Vehicles, % 66 5 5 2 5 45 Mvmt Flow 4 503 235 824 867 16 Major/Minor Minor2 Majorl Ma'or2 Conflicting Flow All 1750 - 867 Stage 1 867 - Stage 2 883 - Critical Hdwy 8.12 - 4.2 Critical Hdwy Stg 1 7.12 Critical Hdwy Stg 2 7.12 Follow-up Hdwy 4.16 - 2.25 Pot Cap -1 Maneuver 39 0 754 Stage 1 247 0 Stage 2 241 0 Platoon blocked, % Mov Cap -1 Maneuver 27 - 754 Mov Cap -2 Maneuver 132 Stage 1 247 - - Stage 2 166 - - 0 - 0 r r r - Approach EB NB SB HCM Control Delay, s 33.1 2.7 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 754 - 132 HCM Lane V/C Ratio 0.312 - 0.03 HCM Control Delay (s) 11.9 - 33.1 0 HCM Lane LOS B - D A HCM 95th %tile Q(veh) 1.3 - 0.1 Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - PM Peak - 2020 Background.syn n 1: US -85 & SH-60 04/10/2018 Intersection Int Delay, s/veh 6.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 11 r 11 tt 44 r Traffic Vol, vehlh 2 336 445 1047 917 1 Future Vol, veh/h 2 336 445 1047 917 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Free None - None Storage Length 25 0 350 - 200 Veh in Median Storage, # 2 r - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 50 86 89 86 82 25 Heavy Vehicles, % 60 5 5 5 2 66 Mvmt Flow 4 391 500 1217 1118 4 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 2727 - 1118 0 0 Stagel 1118 - - Stage 2 1609 - Critical Hdwy 8 - 4.2 Critical Hdwy Stg 1 7 Critical Hdwy Stg 2 7 Follow-up Hdwy 4.1 - 2.25 Pot Cap -1 Maneuver 7 0 603 Stage 1 177 0 - Stage 2 84 0 Platoon blocked, % Mov Cap -1 Maneuver "' 1 - 603 Mov Cap -2 Maneuver 13 Stage 1 177 - - Stage 2 14 - - r NM Approach EB NB SB HCM Control Delay, 376.4 9.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 603 - 13 HCM Lane V/C Ratio 0.829 - 0.308 HCM Control Delay (s) 33.4 $ 376.4 0 HCM Lane LOS D F A HCM 95th %tile Q(veh) 8.7 - 0.8 - r Notes as: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - AM Peak - 2020 Total . n 1: US -85 & SH-00 04/10/2018 Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations ' r Traffic Vol, vehlh 3 445 Future Vol, vehlh 3 445 Conflicting Peds, #/hr 0 0 Sign Control Stop Stop RT Channelized - Free Storage Length 25 0 Veh in Median Storage, # 2 r Grade, % 0 Peak Hour Factor 25 88 Heavy Vehicles, % 66 5 Mvmt Flow 12 506 229 733 229 733 0 0 Free Free None 350 - - 0 - 0 96 89 5 2 239 824 tt 807 807 0 Free 7 7 0 Free None - 200 0 - 0 93 25 5 45 868 28 Major/Minor Minor2 Majorl Ma'or2 Conflicting Flow All 1757 - 868 Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 26 - 753 Mov Cap -2 Maneuver 130 Stage 1 246 Stage 2 163 868 889 8.12 - 4.2 7.12 7.12 4.16 - 2.25 38 0 753 246 0 239 0 r OPP 0 ✓ WEI 0 RPM Approach EB NB SB HCM Control Delay, s 35.5 HCM LOS E 2.7 0 Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 753 0.317 12 B 1.4 - 130 - 0.092 - 35,5 E - 0.3 0 A RPM Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - PM Peak - 2020 Total . n 1: US -85 & SH-60 04/10/2018 Intersection Int Delay, s/veh 7.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations '1 r 11 +it iuti r Traffic Vol, vehlh 5 339 447 1048 917 3 Future Vol, veh/h 5 339 447 1048 917 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Free None - None Storage Length 25 0 350 - 200 Veh in Median Storage, # 2 r - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 50 86 89 86 82 25 Heavy Vehicles, % 60 5 5 5 2 66 Mvmt Flow 10 394 502 1219 1118 12 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 2732 - 1118 0 0 Stagel 1118 - - Stage 2 1614 - Critical Hdwy 8 - 4.2 Critical Hdwy Stg 1 7 Critical Hdwy Stg 2 7 Follow-up Hdwy 4.1 - 2.25 Pot Cap -1 Maneuver ew 7 0 603 Stage 1 177 0 - Stage 2 83 0 Platoon blocked, % Mov Cap -1 Maneuver "' 1 - 603 Mov Cap -2 Maneuver 13 Stage 1 177 - - Stage 2 14 - - - O M N M Approach EB NB SB HCM Control Delay, g$ 543.9 9.9 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 603 - 13 HCM Lane V/C Ratio 0.833 - 0.769 HCM Control Delay (s) 33.8 543.9 0 HCM Lane LOS D - F A HCM 95th %tile Q(veh) 8.8 - 1.8 Notes as: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - AM Peak - Existing.syn 04/10/2018 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations II r ++ r Traffic Vol, vehlh 1 0 1 1 0 1 7 922 1 0 1197 8 Future Vol, veh/h 1 0 1 1 0 1 7 922 1 0 1197 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length r r r - 400 - 475 375 - 325 Veh in Median Storage, # - 0 r r 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 25 92 25 25 92 25 58 92 25 92 94 67 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 4 4 0 4 12 1002 4 0 1273 12 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1798 2299 637 1663 2299 501 1273 0 0 1002 0 0 Stage 1 1273 1273 - 1026 1026 ✓ - Awl Stage 2 525 1026 - 637 1273 Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - 4.14 Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 Imo r - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ✓ r r Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - 2.22 Pot Cap -1 Maneuver 50 38 420 64 38 515 541 - 687 r Stage 1 177 237 - 251 310 RPM Stage 2 504 310 - 432 237 Platoon blocked, % Mov Cap -1 Maneuver 49 37 420 62 37 515 541 - 687 r r Mov Cap -2 Maneuver 49 37 - 62 37 Stage 1 173 237 - 245 303 r r Ask Stage 2 489 303 - 428 237 Approach EB WB NB SB HCM Control Delay, s 50 39.9 0.1 0 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 541 - 88 111 687 HCM Lane V/C Ratio 0.022 - 0.091 0.072 r HCM Control Delay (s) 11.8 - 50 39.9 0 r HCM Lane LOS B F E A HCM 95th %tile Q(veh) 0.1 - 0.3 0.2 0 Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - PM Peak - Existing.syn 04/10/2018 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +s rt r n rt r Traffic Vol, vehlh 2 0 1 2 1 4 2 1419 3 1 1183 7 Future Vol, veh/h 2 0 1 2 1 4 2 1419 3 1 1183 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - 400 475 375 - 325 Veh in Median Storage, # - 0 r 0 - 0 - 0 Grade, % 0 0 0 0 Peak Hour Factor 25 92 25 50 25 50 50 88 38 25 83 44 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 0 4 4 4 8 4 1613 8 4 1425 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 2249 3054 713 2342 3054 806 1425 0 0 1613 0 0 Stage 1 1433 1433 - 1621 1621 — Stage 2 816 1621 - 721 1433 Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - 4.14 Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - 2.22 Pot Cap -1 Maneuver 23 12 374 19 12 325 473 L.1 400 r c Stage 1 141 198 - 107 160 Stage 2 337 160 - 385 198 Platoon blocked, % Mov Cap -1 Maneuver 16 12 374 19 12 325 473 - 400 ail - Mov Cap -2 Maneuver 16 12 - 19 12 Stage 1 140 196 - 106 159 — r Stage 2 318 159 - 377 196 Approach EB WB NB SB HCM Control Delay, s 273.8 243 0 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 473 - 23 28 400 HCM Lane V/C Ratio 0.008 - 0.522 0.571 0.01 HCM Control Delay (s) 12.7 - 273.8 243 14.1 HCM Lane LOS B F F B HCM 95th %tile Q(veh) 0 - 1.5 1.8 0 Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - AM Peak - 2020 Background.syn 04/10/2018 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, vehlh 1 0 1 1 0 1 7 965 1 0 1253 8 Future Vol, vehlh 1 0 1 1 0 1 7 965 1 0 1253 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - - 400 - 475 375 - 325 Veh in Median Storage, # - 0 - .. 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 25 92 25 25 92 25 58 92 25 92 94 67 Heavy Vehicles, % 2 2 2 50 2 2 2 5 50 100 5 2 Mvmt Flow 4 0 4 4 0 4 12 1049 4 0 1333 12 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1882 2406 666 1739 2406 524 1333 0 0 1049 0 0 Stage 1 1333 1333 - 1073 1073 - r S Stage 2 549 1073 - 666 1333 Critical Hdwy 7.54 6.54 6.94 8.5 6.54 6.94 4.14 - 6.1 Critical Hdwy Stg 1 6.54 5.54 - 7.5 5.54 Critical Hdwy Stg 2 6.54 5.54 - 7.5 5.54 - Follow-up Hdwy 3.52 4.02 3.32 4 4.02 3.32 2.22 - 3.2 Pot Cap -1 Maneuver 43 33 402 33 33 498 513 292 Stage 1 162 221 - 165 295 RPM Stage 2 488 295 - 318 221 Platoon blocked, % Mov Cap -1 Maneuver 42 32 402 32 32 498 513 - 292 Mov Cap -2 Maneuver 42 32 - 32 32 Stage 1 158 221 - 161 288 Stage 2 473 288 - 315 221 Approach EB WB NB SB HCM Control Delay, s 57.9 74 0.1 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (vehf h ) 513 - 76 60 292 HCM Lane V/C Ratio 0.024 - 0.105 0.133 HCM Control Delay (s) 12.2 -.. 57.9 74 0 HCM Lane LOS B F F A HCM 95th %tile Q(veh) 0.1 0.3 0.4 0 Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - PM Peak - 2020 Background.syn 04/10/2018 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, vehlh Future Vol, vehlh Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 2 2 0 Stop - - 25 2 8 0 0 0 Stop 0 0 92 2 0 1 2 1 2 0 0 Stop Stop None - 25 2 4 - r 50 33 4 ith+ 1 4 2 1485 1 4 2 1485 0 0 0 0 Stop Stop Free Free - None - - - 400 a - - 0 a - - 0 25 50 50 88 2 20 2 5 4 8 4 1688 3 1 1238 3 1 1238 0 0 0 Free Free Free None 475 375 38 25 8 r ✓ 0 - 0 25 83 2 5 4 1492 r Ili tit r 7 7 0 Free None 325 .r. 44 2 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 2354 1500 854 7.54 6.54 6.54 3.52 19 128 320 13 13 127 299 3196 1500 1696 6.54 5.54 5.54 4.02 10 184 147 10 10 182 146 746 2450 1696 754 6.94 8.16 7.16 7.16 3.32 3.83 356 10 70 305 OPP 356 10 - 10 r 69 298 3196 844 1492 1696 1500 6.54 7.3 4.14 5.54 - 5.54 - 4.02 3.5 2.22 10 272 446 147 184 10 10 146 182 272 446 - 0 0 1688 - ✓ r - 4.14 - - - 2.22 r 375 - 375 r 0 0 Approach EB WB NB SB HCM Control Delay, s $ 358 HCM LOS F $ 429.2 F 0 0 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 446 0.009 13.1 B 0 - 19 19 375 - 0.632 0.842 0.011 - $ 35;`h 429.2 14.7 - FFB 1.7 2.3 0 Notes as: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - AM Peak - 2020 Total . n 04/10/2018 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r n tit r Traffic Vol, vehlh 1 0 1 2 0 1 7 968 2 1 1255 8 Future Vol, vehlh 1 0 1 2 0 1 7 968 2 1 1255 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length r r r - 400 - 475 375 - 325 Veh in Median Storage, # - 0 r r 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 25 92 25 25 92 25 58 92 25 92 94 67 Heavy Vehicles, % 2 2 2 50 2 2 2 5 50 100 5 2 Mvmt Flow 4 0 4 8 0 4 12 1052 8 1 1335 12 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1887 2413 668 1746 2413 526 1335 0 0 1052 0 0 Stage 1 1337 1337 - 1076 1076 r r r Stage 2 550 1076 - 670 1337 Critical Hdwy 7.54 6.54 6.94 8.5 6.54 6.94 4.14 - 6.1 Critical Hdwy Stg 1 6.54 5.54 - 7.5 5.54 - Critical Hdwy Stg 2 6.54 5.54 - 7.5 5.54 r Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 3.52 4.02 3.32 4 4.02 3.32 2.22 43 32 401 33 32 496 513 162 220 - 164 294 NM - 3.2 - 291 - Stage 2 487 294 - 316 220 Platoon blocked, % Mov Cap -1 Maneuver 42 31 401 32 31 496 513 - 291 If. - Mov Cap -2 Maneuver 42 31 - 32 31 Stage 1 158 219 - 160 287 r r r Stage 2 472 287 - 312 219 IMP Approach EB WB NB SB HCM Control Delay, s 57.9 106.1 0.1 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 513 - 76 47 291 HCM Lane V/C Ratio 0.024 - 0.105 0.255 0.004 r HCM Control Delay (s) 12.2 - - 57.9 106.1 17.4 r HCM Lane LOS B F F C HCM 95th %tile Q(veh) 0.1 0.3 0.9 0 Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - PM Peak - 2020 Total . n 2: US -85 & CO RD 36 04/10/2018 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, vehlh Future Vol, vehlh Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 2 2 0 Stop - - 25 2 8 0 0 0 Stop 0 0 92 2 0 1 3 1 3 0 0 Stop Stop None - 25 2 4 - - 50 33 6 ++ 1 5 2 1 5 2 0 0 0 Stop Stop Free - None - - 400 a - - 0 a - 0 25 50 50 88 2 20 2 5 4 10 4 1690 1487 1487 0 Free 4 4 0 Free None 475 - 38 25 11 apt r 1 1241 7 1 1241 7 0 0 0 Free Free Free None 375 - 325 0 - 0 25 83 2 5 4 1495 44 2 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 2358 1503 855 7.54 6.54 6.54 3.52 19 127 319 12 12 126 296 3201 1503 1698 6.54 5.54 5.54 4.02 10 183 146 748 - 6.94 3.32 355 OPP 2454 1698 756 8.16 7.16 7.16 3.83 10 69 304 10 355 10 10 - 10 181 - 68 145 - 297 3201 845 1495 1698 1503 6.54 7.3 4.14 5.54 - 5.54 - 4.02 3.5 2.22 10 272 445 146 183 10 272 445 10 145 181 IMP - 0 0 1690 - - 4.14 - - - 2.22 374 - 374 - 0 0 - Approach EB WB NB SB HCM Control Delay, 386.2 HCM LOS F $506.1 F 0 0 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 445 0.009 13.2 B 0 - 18 19 374 - 0.667 1.053 0.011 -$ 386.2$ 506.1 14.7 - FFB 1.8 2.8 0 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - AM Peak - 2020 Improvement. n 04/10/2018 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r n tit r Traffic Vol, vehlh 1 0 1 2 0 1 7 968 2 1 1255 8 Future Vol, vehlh 1 0 1 2 0 1 7 968 2 1 1255 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length r r r - 400 475 375 - 325 Veh in Median Storage, # - 0 r r 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 25 92 25 25 92 25 58 92 25 92 94 67 Heavy Vehicles, % 2 2 2 50 2 2 2 5 50 100 5 2 Mvmt Flow 4 0 4 8 0 4 12 1052 8 1 1335 12 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1887 2413 668 1746 2413 526 1335 0 0 1052 0 0 Stage 1 1337 1337 - 1076 1076 AEI r r r Stage 2 550 1076 - 670 1337 Critical Hdwy 7.54 6.54 6.94 8.5 6.54 6.94 4.14 - 6.1 Critical Hdwy Stg 1 6.54 5.54 - 7.5 5.54 - Critical Hdwy Stg 2 6.54 5.54 - 7.5 5.54 r Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 3.52 4.02 3.32 4 4.02 3.32 2.22 43 32 401 33 32 496 513 162 220 - 164 294 NM - 3.2 - 291 - Stage 2 487 294 - 316 220 Platoon blocked, % Mov Cap -1 Maneuver 42 31 401 32 31 496 513 - 291 If. Mov Cap -2 Maneuver 42 31 - 108 123 Stage 1 158 219 - 160 287 r r r w r Stage 2 472 287 - 312 219 IMP Approach EB WB NB SB HCM Control Delay, s 57.9 31.9 0.1 0 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 513 - 76 146 291 HCM Lane V/C Ratio 0.024 - 0.105 0.082 0.004 r HCM Control Delay (s) 12.2 - -.. 57.9 31.9 17.4 r HCM Lane LOS B F D C HCM 95th %tile Q(veh) 0.1 0.3 0.3 0 Synchro 9 Report Page 1 HCM 2010 TWSC 2: US -85 & CO RD 36 Gravel Pit - PM Peak - 2020 Improvement. n 04/10/2018 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '1 r 'I 14 r Traffic Vol, vehlh 2 0 1 3 1 5 2 1487 4 1 1241 7 Future Vol, vehlh 2 0 1 3 1 5 2 1487 4 1 1241 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length - - - 400 475 375 - 325 Veh in Median Storage, # - 0 r 1 - 0 0 Grade, % 0 0 0 0 Peak Hour Factor 25 92 25 50 25 50 50 88 38 25 83 44 Heavy Vehicles, % 2 2 2 33 2 20 2 5 25 2 5 2 Mvmt Flow 8 0 4 6 4 10 4 1690 11 4 1495 16 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 2358 3201 748 2454 3201 845 1495 0 0 1690 0 0 Stage 1 1503 1503 - 1698 1698 Ask Stage 2 855 1698 - 756 1503 Critical Hdwy 7.54 6.54 6.94 8.16 6.54 7.3 4.14 - 4.14 Critical Hdwy Stg 1 6.54 5.54 - 7.16 5.54 Critical Hdwy Stg 2 6.54 5.54 - 7.16 5.54 - - Follow-up Hdwy 3.52 4.02 3.32 3.83 4.02 3.5 2.22 - 2.22 Pot Cap -1 Maneuver 19 10 355 10 10 272 445 I.. 374 c Stage 1 127 183 - 69 146 Stage 2 319 146 - 304 183 Platoon blocked, % Mov Cap -1 Maneuver 17 10 355 10 10 272 445 - 374 Mov Cap -2 Maneuver 17 10 - 53 77 Stage 1 126 181 - 68 145 - Stage 2 296 145 - 297 181 IMP Approach EB WB NB SB HCM Control Delay, s 243.6 50.3 0 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 445 - 25 99 374 HCM Lane V/C Ratio 0.009 - 0.48 0.202 0.011 HCM Control Delay (s) 13.2 - 243.6 50.3 14.7 HCM Lane LOS B F F B HCM 95th %tile Q(veh) 0 - 1.5 0.7 0 Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - AM Peak - 2020 Total .s n 3: SH-60 0 & Access 04/10/2018 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations y 4 thi Traffic Vol, vehlh 1 3 6 230 444 2 Future Vol, vehlh 1 3 6 230 444 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - - 0 0 r Grade, % 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 100 100 50 2 2 50 Mvmt Flow 1 3 7 250 483 2 r r Major/Minor Minor2 Majorl Major2 Conflicting Flow All 747 484 485 Stage 1 484 - r Stage 2 263 - - Critical Hdwy 7.4 7.2 4.6 Critical Hdwy Stg 1 6.4 - Critical Hdwy Stg 2 6.4 Follow-up Hdwy 4.4 4.2 2.65 Pot Cap -1 Maneuver 269 426 869 Stage 1 458 Stage 2 599 Platoon blocked, % Mov Cap -1 Maneuver 267 426 869 Mov Cap -2 Maneuver 267 Stage 1 458 - - Stage 2 594 - - 0 0 r r r r rr r - Approach EB NB SB HCM Control Delay, s 14.8 0.2 0 HCM LOS B Minor Lane/Major Mvrnt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 869 - 371 HCM Lane V/C Ratio 0.008 - 0.012 HCM Control Delay (s) 9.2 0 14.8 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 0 r Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - PM Peak - 2020 Total.s n 3: SH-60 -6 0 & Access 04/10/2018 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'If 4 thi Traffic Vol, vehlh 2 6 3 446 338 1 Future Vol, vehlh 2 6 3 446 338 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 50 50 100 2 2 100 Mvmt Flow 2 7 3 485 367 1 - Major/Minor Minor2 Majorl Major2 Conflicting Flow All 859 368 368 Stage 1 368 - - Stage 2 491 - - Critical Hdwy 6.9 6.7 5.1 Critical Hdwy Stg 1 5.9 - Critical Hdwy Stg 2 5.9 - Follow-up Hdwy 3.95 3.75 3.1 Pot Cap -1 Maneuver 271 583 804 Stage 1 606 Stage 2 527 Platoon blocked, % Mov Cap -1 Maneuver 270 583 804 Mov Cap -2 Maneuver 270 Stage 1 606 - - Stage 2 524 - - IMP 0 0 r OM Approach EB NB SB HCM Control Delay, s 13.1 0.1 0 HCM LOS B Minor Lane/Major Mvrnt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 804 - 452 HCM Lane V/C Ratio 0.004 - 0.019 HCM Control Delay (s) 9.5 0 13.1 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.1 Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - AM Peak - 2020 Total .s n 4: CO RD 36 & Access 04/10/2018 Intersection Int Delay, s/veh 3.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 TIN ter Traffic Vol, vehlh 2 1 2 1 1 1 Future Vol, veh/h 2 1 2 1 1 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None None Storage Length W - 0 Veh in Median Storage, # W 0 0 - 0 Grade, % - 0 0 - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 1 2 1 1 1 Major/Minor Majorl Major2 Minor2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1619 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1619 Mov Cap -2 Maneuver Stage 1 Stage 2 - - W IWO 0 W W W - o n - NIP 0 8 3 - 3 W 5 - - 6.42 6.22 - 5.42 - 5.42 - - 3.518 3.318 1013 1081 - 1020 - - 1018 - 1012 1081 - 1012 - 1020 - - 1017 - Approach EB WB SB HCM Control Delay, s 4.8 0 8.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1619 HCM Lane V/C Ratio 0.001 HCM Control Delay (s) 7.2 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 - 1045 - 0.002 - 8.5 A - 0 Synchro 9 Report Page 1 HCM 2010 TWSC Gravel Pit - PM Peak - 2020 Total .s n 4: CO RD 36 & Access 04/10/2018 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, vehlh Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 1 1 0 Free 92 100 1 4 4 4 0 Free None 0 0 92 2 4 7 1 1 2 7 1 1 2 0 0 0 0 Free Free Stop Stop - None None 0 0 - 0 0 - 0 92 92 92 92 2 100 50 50 8 1 1 2 Major/Minor Majorl Major2 Minor2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 9 Int 5.1 3.1 1151 1151 Int IWO 0 Edir N o r N I NIP 15 8 8 7 6.9 6.7 5.9 - 5.9 3.95 3.75 893 950 903 904 - 892 950 - 892 - 903 - 903 Approach EB WB SB HCM Control Delay, s 1.6 HCM LOS 0 8.9 A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1151 HCM Lane V/C Ratio 0.001 HCM Control Delay (s) 8.1 0 HCM Lane LOS A A HCM 95th %tile Q(veh) 0 - 930 - 0.004 - 8.9 A 0 Synchro 9 Report Page 1 SwILnY ANALYSIS May 13, 2018 Mr. David W. Hunt 1440 Weld County Road 40 Platteville, Co 80651 Re: Stability Analysis for the Hunt Water, LLC Gravel Mine, Dear Mr. Hunt: This letter has been prepared to address the Mined Land Reclamation Board (MLRB) Construction Materials Rule 6, Section 4, Subsection 19, Exhibit S - Permanent Man -Made Structures (6.4.19, Exhibit 5) for the proposed DHF Gravel Mine located near the intersection of U.S. Highway 85 and State Highway 60 in Weld County, Colorado. This letter describes the project and slope stability analyses utilized to evaluate the minimum distance between the edge of mining and adjacent structures to avoid damage to the structure. The site is located between the towns of Platteville (to the south) and Gilcrest (to the northeast). More specifically, the site is within part of Section 6, Township 3 North, Range 66 West of the 6th Principal Meridian. The mine is in an area of irrigated agricultural land with common oil and gas wells and related infrastructure and is bound by Weld County Road (WCR) 36 on the south, WCR 25.5 on the west, agricultural land on the north, State Highway 60 on the east, and U.S. Highway 85 on the southwest. The site and vicinity are shown on Figure 1. The site will be mined in two cells. The main cell will be in parts mined above the bedrock and in some areas will be mined to the top of bedrock. Plans are to construct a vertical slurry wall around this cell with perimeter mine slope of 3:1 (horizontal to vertical), as indicated in the DRMS permit application. The second cell will be mined above the water table to a maximum depth of 10 feet and will also have a perimeter mine slope of 3H:1V. Based on the stability analyses, this report indicates that the setbacks and perimeter slopes in the mining plan are sufficient to protect structures within 200 feet of the permitted mining boundary. Actual setbacks may be greater due to permit limitations, zoning requirements, construction issues, agreements with owners, and extent of economically mineable aggregate or other issues. GEOLOGY The Site is located approximately 21 miles east of the eastern flank of the Rocky Mountain Front Range. Younger sedimentary strata dip eastward off the Pre -Cambrian igneous and metamorphic rocks that form the core of the Front Range into the Denver Structural Basin. The Denver Basin is an asymmetrical downwarp of sedimentary strata with a steeply dipping west limb and a gently dipping east limb. Bedrock does not crop out at the site, however regional geologic mapping of the area (Colton, 1978) indicates the near surface bedrock at the site is most likely the Laramie Formation. Colton (1978) describes the Laramie as mostly claystone, shale, sandy shale, and lenticular sandstone. The Lower Laramie is described as sandstone, sandy shale, and claystone with several coal beds. The regional mapping indicates the bedrock is overlain by the Broadway Alluvium. Colton (1978) describes the Broadway as sand and gravel deposited by the South Platte River and its tributaries that is terraced typically lying about 40 feet above major streams. Along the South Platte River, the Broadway is typically on the order of 35 feet thick but can range up to 125 feet thick. GEOTECHNICAL CONDITIONS Based on the site investigations, the natural site stratigraphy generally consists of three main units: 1) Overburden generally consisting of near surface silty to clayey sand; 2) sand and gravel alluvial deposits that underlie the overburden Mr. David W. Hunt May 13, 2018 Page 2 and overlie the bedrock; 3) Bedrock usually consisting of claystone and sandstone that is commonly weathered in the top 1 to 2 feet and is commonly interbedded and interlaminated. Overburden The overburden is typically a silty sand that locally grades to a clayey sand that is non -plastic or of low plasticity typically ranging from 0 to 3.5 feet in thickness. This unit is usually slightly moist to moist, loose to medium dense with the top 6 to 8 inches containing significant organics. Of the overburden samples tested, the range of percent passing the No. 200 sieve ranged from 9.3% to 41.2% with an average of 24%. Atterberg Limits testing ranged from granular non -plastic to Liquid Limits of 29 and Plasticity Indices of 9. For samples that were not granular non -plastic, the average Liquid Limit was 23 and the average Plasticity Index was 6. Table 1.1 reports the laboratory test parameters. Sand & Gravel The sand and gravel is present throughout the site locally occurring at the surface, but typically underlying the overburden and overlying the bedrock. This unit typically consists of slightly silty, fine to medium grained sand overlying a fine to coarse grained sand and/or gravelly sand. Local clayey sand was encountered along the east side of the site. Silty, fine grained sands were also locally encountered directly overlying the bedrock. Where gravels were encountered, the size was typically 1/4 to % inches. This unit is typically medium dense but locally dense, but is also locally very loose to loose typically in siltier and clayey areas particularly below the water table. This deposit ranges in thickness from approximately 24 feet to 55 feet, averaging approximately 40 feet along the slurry wall alignment. The sands are relatively clean with fines content (silt and clay) generally ranging from 1.0 to 13.8 percent averaging 7.1 percent. Bedrock The bedrock encountered in the exploratory borings was generally weathered in the upper one to two feet typically became harder in unweathered zones. The bedrock consisted of claystone and sandstones that were commonly interbedded and interlaminated. Local lignite was also encountered. The average percent passing the minus No. 200 sieve ranges from 37.7% to 94.8% respectively with plasticity indices ranging from 34 to 54. Groundwater Groundwater was encountered in all of the borings at approximately 12 to 17 feet below ground surface. The groundwater levels will vary seasonally and will typically rise during the irrigation season and when recharge is applied. Groundwater will be controlled with the proposed below grade slurry wall and by pumping down the water level on the interior of the slurry wall. After slurry wall construction, groundwater mounding is anticipated on the upgradient (south and southeast) side of the site and a groundwater shadow (deeper water table) is anticipated on the downgradient (north and northwest) side the site. The shadowing effect may be limited by the groundwater recharge on the southwest part of the site a planned future groundwater recharge basin planned on the northwest part of the site. Mining will be above the water table in both cells. From a geotechnical standpoint, the sand and gravel will form the majority of the mine slopes. These soils are generally strong and stable, particularly when dewatered. Dry mining is planned in both cells as the slurry wall will control water level in the main cell and mining will be above the water table in the other cell. STRUCTURES WITH 200 FEET OF DISTURBED AREAS The known, permanent, man-made structures within 200 feet of the proposed mine areas that are not owned by Mr. Hunt are listed below: • Mcglothlin, residence building • Green Valley Turf, residence building • Fleming, James, storage buildings • CDOT, Storage & Garage buildings • Various buildings owned by land owner Mr. David W. Hunt May 13, 2018 Page 3 • Oil & Gas Facilities surrounding the site (Anadarko) • WCR 25.5 & ROW (Weld County Public Works) • Highway 85 (CDOT) • Rail Road (Union Pacific) • Suncor Gas Line • Private Irrigation Appurtenances (owned by land owner) • Overhead Power Line (North, South, East & West Boundary, XCEL) • Power Line (Private) • 34-6 Well Head (Kerr-McGee/Anadarko) • 23-6 Well Head (Kerr-McGee/Anadarko) • 33-6A Well Head (Kerr-McGee/Anadarko) • 25-6 Well Head (Kerr-McGee/Anadarko) • 24-6 (DIR) Well Head (Kerr-McGee/Anadarko) • 43-6 (DIR) Well Head (Kerr-McGee/Anadarko) • Telephone, west, south and by Hwy 85 (Century Link) • Telephone/Fiber by Rail Road ROW, east side (Level 3 Communications) STABILITY ANALYSES Recently, Division of Reclamation and Mining Safety (DBMS) staff drafted a policy regarding stability analyses of neighboring structures. The draft summarizes adequate factors of safety (FOS) for non -critical and critical structures. The structures around the DHF mine are, for the most part, considered critical structures. Discussions the author of the memo, Mr. Tim Cazier, indicate the FOS will be adopted by the MLRB. The FOS are for both static and seismic (from an earthquake) stability analyses. For generalized strength assumptions and critical structures, an FOS of 1.5 is considered sufficient for static conditions and an FOS of 1.3 is considered suitable for seismic conditions. The stability of structures within 200 feet of the proposed mining limits was evaluated at four sections under anticipated loading conditions around the perimeter of the site as discussed below. The computer program XSTABL was used for the analysis. The method for selecting the critical failure surface for each analyzed loading condition is the following. The Modified Bishop's Method of Analysis is used to find the critical failure surface by randomly searching with 20 termination points and 20 initiation points (400 failure circles) with 7 foot line segments over a broad range of the slope surface and at the structure in question. This procedure is repeated over different initiation and termination locations until the most critical factor of safety failure surface is identified. The range is narrowed and 20 initiation points and 20 termination points (400 failure circles) with 7 foot line segments for the final run of 400 circles to determine the lowest factor of safety. Therefore, prior to submitting the final stability run, at least 800 failure surfaces were analyzed to determine the lowest factor of safety. Both static stability under anticipated mining conditions and seismic stability under peak ground acceleration loads were performed. Seismic loading was obtained from the U.S.G.S. Unified Hazard Tool. Review of the Hazard Tool indicated a maximum horizontal acceleration of 0.084g with a return period of 2,475 years for the site. The four cross section locations were selected and analyzed as described below. The locations are shown on Figure 1. ► Section 1: This section is on the west side of the main cell and considers a tall highwall at a point where the mine limit is 30 feet from a gas line. This is the most critical section as it marks the point where a tall highwall (deepest bedrock) and closest structure coincide. Everywhere else around the site, the highwall is shorter when structures are within 30 feet of the mine limit. In other areas, structures are greater than 30 feet from the mine limits. ► Section 2: This section is on the east side of the main cell and shows the case where the soils contain some clay and are slightly weaker. In this section, the highwall is approximately 29 feet from the slurry wall and Mr. David W. Hunt May 13, 2018 Page 4 approximately 69 feet from a buried telephone line. A high phreatic groundwater surface was included in the model outside of the slurry wall. This is the section where potentially weak soils are closest to a structure. To be conservative, we modeled overburden in the upper half of the mine slope. Section 3: This section is on the west side of the cell and considers the tallest highwall at the mine. In this section the highwall is approximately 95 feet from the slurry wall and the nearest structure is a gas line locate about 17 feet from the slurry wall or approximately 115 feet from the mine limit. Section 4: This section is on the northwest side of the main cell and considers an oil field burner structure. The slurry wall is approximately 78 feet from the mine limit and the structure is approximately 115 feet from the mine limit. MATERIAL PROPERTIES The material index and engineering strengths assumed in this slope stability report are discussed below. Overburden The strength properties for the insitu silty to clayey sand overburden were based on field testing data and on our engineering judgment; the following parameters have been used to model the overburden. Dry Unit Moist Unit Weight (pcf) Weight (pcf) Saturated Unit Cohesion C' psf Weight (pcf) Friction Angle V' 103 114 126 50 29 Alluvial Sand and Gravel The sand and gravel is generally a fine to medium -grained sand overlying a fine to coarse grained sand that is typically medium dense and locally gravelly. The alluvial sand and gravel was modeled as follows: Dry Unit Weight (pcf) Moist Unit Weight (pc!) Saturated Unit Weight (pcf) Cohesion C' psf Friction Angle G' ° 119 129 130 0 35 Bedrock Bedrock below the alluvium is claystone, sandstone and interlaminated to interbedded claystone and sandstone bedrock. Sandstone is typically stronger than claystone. Claystone is generally a weak bedrock. To be conservative, we modeled the bedrock as claystone. For the claystone bedrock, two potential strength conditions were considered. These strength conditions are referred to as: 1) peak strength, and 2) residual strength. Peak strength is the maximum shear strength the claystone bedrock exhibits. The shear strength is made up of both cohesion (diagenetic bonding) and internal friction. Under short-term conditions for unsheared claystone, peak strength governs behavior. If a sheared surface or sheared zone is present within claystone as a result of faulting, slippage between beds due to folding, past shrink -swell behavior, stress relief, weathering, or from a landslide, the cohesion along the sheared surface is reduced to zero, and the angle of internal friction is decreased, due to alignment of clay minerals parallel to the shear plane. Under these conditions a claystone exhibits its lowest strength known as residual strength. Residual strength bedrock occurs in discrete zones, parallel with the sheared surface or zone, whereas fully softened strength occurs over a broader area (not used in this modeling). Based on data from other recent projects and engineering judgment, the residual strength claystone was modeled in a two -foot thick layer overlying the peak strength bedrock as follows: Mr. David W. Hunt May 13, 2018 Page 5 Dry Unit Weight (pet) 116 Moist Unit Weight (pct) Peak = 126 Residual = 110 Saturated Unit Weight (pct) Peak = 135 Residual = 133 Cohesion C' psf Peak z 100 Residual = 0 Friction Angle 0' Peak - 25 Residual =15 Soil -Ben tonite Slurry Wall The proposed slurry wall will consist of a mix of the overburden clayey to silty sand, alluvial sand, and imported bentonite. The resulting mix will produce a non -Newtonian fluid with some shear strength characteristics based on a reduced friction angle of the overlying overburden. Based on engineering judgment, we modeled the slurry wall as follows: Dry Unit Weight (pcf) Moist Unit Weight (pcfj Saturated Unit Weight (pct Cohesion C' psf Friction Angle 0'0 NA 112 115 0 0 STABILITY ANALYSES RESULTS The stability analyses assumed the mining will be per the mine plan. The plan includes dry mining in both cells as the water level in the main cell will be controlled by the slurry wall and mining in the other cell will be above the groundwater table. The perimeter mine slopes of both cells will be no steeper than 3H:1V. Setbacks listed in Table 1 (below) indicate the setback from the structure to the mining limits. The setback distance can be increased as needed to address other restrictions. The factor of safety shown below is the minimum factor of safety of the three conditions listed above. TABLE 1 - SLOPE STABILITY RESULTS AND SETBACKS Section Location Structure Critical Setback Mine Structure Limit From (ft) Static Safety Structure Factor at of Seismic Safety at (0.084g Factor Structure hor: of DRMS Requirement Static/Quake Draft FOS 1 Main Cell (most critical section) West Gas Line 30 1.95 1.45 1.5/1.3 2 Main (weaker Cell East soil) Phone Line 70 2.27 1.58 1.5/1.3 3 Main (deepest Cell West mining) Gas Line 115 2.63 1.79 1.5/1.3 4 Main Northwest Cell Oil Burner 115 2.76 1.86 1.5/1.3 CONCLUSIONS The mining setback will be 30 -feet from the high wall to the slurry wall or nearest structure. Based on the Factors of Safety listed in the table above, the mine will not be a hazard to neighboring structures provided the structure and slurry wall offsets, as well as the perimeter mine slopes, follow the mine plan. LIMITATIONS Our review is based on regional geologic mapping, present mining plans, and in part borehole data by Civil Resources and Earth Engineering Consultants. Stability analyses were performed using typical strength parameters for the various strata in the critical sections. Should the mining plans change or subsurface conditions vary from those portrayed in this Mr. David W. Hunt May 13, 2018 Page 6 letter, we should be contacted in order to re-evaluate the potential affects on permanent man-made structures. Stability analyses were run at the structure in question and were not run on failure surfaces closer to the highwall. Note also that surcharge loads due to temporary material stockpiles and overburden berms were not considered in the analysis. Please call with any questions or comments. Sincerely, Civil Resources, LLC Gary Linden, P.G. Senior Engineering Geologist Attachments: Figure - Slope Stability Cross Sections Locations Plan (from mining plan) Figure - Slope Stability Cross Sections (from mining plan and XSTABLOutput) Boring Locations (from existing conditions) Boring Logs (from slurry wall plans) XSTABL Model Outputs: Sections 1, 2, 3, and 4 J:\Halllrwin-105\DHF-Gravel Mine\DRMS\Exhibits\Stability Analysis\Stability analysis report - huntwater.doc J.'HaSIIvin-1O94CHF-Gravel Ailing,CrawvintslSHEETS4CO 'ER_EXSTCCMC_DHFAik• a. n/21t271S 15:14:33 N AFFECTED LANDS: HUNT DAVID W & HUNT KAYLEEN Jt VARIOUS BUILDINGS, PONDS & ACCESS ROADS TOTAL PERMIT AREA: 1392 ACRES FLOODPLAIN INFO: FL00DPLi'JN INFO STE IS LOCATED CUTSIDE THE FLOODPLAIN EXISTING VEGETATION: AGRICULTURAL FARM LAND SURVEY INFO: Point Consulting, LLB C=N;:LK°L14:UI -tIY 5'Ji,FnI 11710 J:cra APPLICANT; HIJAIT'HATER, LLC 17295 HIGHWAY B5 PLATTEVILLE, CO 50551 NOTE L CIVIL RESOURCES. LLC. IS NOT RESPONSIBLE FOR SAFETY. IN, ON. OR ABOUT THE PROJECT SITE, NOR FOR COMPUANCE BY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY OVAL RESOURCES, LLC. IN COOPERATION NTH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIVISION CF RECLAMATION MINING AND SAFETY INFORMED CF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE LIFE OF THE MINE. ANDREW R RODR CUEZ, P -E. CIVIL RESOURCES. LLC. 5/21/18 DATE STRUCTURE INFO: MCGLOTHLIN, RMIOENGE BUILDING GREEN VALLEY TUFF. RESIDENCE BUILDING FLEMING, JAMES, STORAGE BUILDINGS COOT, STCRAGE Ir GARAGE BUILDINGS VARIOUS BUILDINGS OVMED BY LAND OWNER OIL & GAS FACILITIES SURROUNDING THE SITE (ANADARKO) WCR 25.5 & ROW (WELD COUNTY PUBUC WORKS) HIGHWAY 65 (CDOT) RAIL ROAD (UNION PACIFIC) SUNDDR GAS UNE PRIVATE IRRIGATION APPURTENANCES (O LAVED BY LAND O1NVER) OVERHEAD POWER LINE (NORTH, SOUTH, EAST & WEST BOUNDARY)(XCEL) POWER UNE (PRIVATE) 54-6 WELL HEAD (KERR-MC5EE/ANADARKO) 23-6 WELL HEAD (KERR-MOGEE/ANADARKO) 33 —GA WELL HEAD (KERR—MCGEE/ANADARKO) 25-6 WELL HEAD (KERR-MCGEE/ANADARKO) 24-5 (DIR) WELL HEAD (KERR—MCGEE/ANADARKO) 43-6 (DIR) WELL HEAD (KERR-MC(E/ANADARKO) TELEPHONE. VEST. SOUTH AND BY HWY 85 (CENTURY UNK) TELEPHONE/FIBER BY RAIL ROAD ROW. EAST SIDE (LEVEL 3 COMMUNICATIONS) MAP LEGEND: (M) (R) • S Q • DENOTES MEASURED BEARING AND/OR DISTANCE DENOTES RECORD BEARING AND/OR DISTANCE SET 24" ;¢5 REBAR & REP- PLASTIC CAP "POINT LS38311" SET NAIL & BRASS DISK "LS3B311" FOUND GOVERNMENT oORNER FOUND CHISELED CROSS / CUT X FOUND NAIL Sc DISK FOUND IRON PIPE FOUND REBAR BUILDING/STRUCTURE SOIL TYPE -_-FPO- . — MI— PO — PERMIT BOUNDARY SECTION LINE RANGE UNE BOUNDARY UNE ADJACENT BOUNDARY UNE EASEMENT UNE FEMA DESIGNATION UNE WATER LINE STORM UNE SANITARY UNE IRRIGATION UNE GAS LINE ELECTRIC LINE (UNDERGROUND) ELECTRIC LINE (OVERHEAD) COMMUNICATION LINE FIBER OPTIC UNE MISCELLANEOUS/UNKNOWN UNE MAJOR CONTOUR MINOR CONTOUR aSit7i A0xlu7L ICRO RAS 6CC Iftgait f ftfrddkM34 nnJmWav nat _ J2.OO' UPS RUID CA/4 INk 9MB 21f2r MINN c1P S iliF3 "MTV nada Av1aa2610 last a .soar an ht1¢ 'Jlr4ATC WET ROLVEW t0'uE rS actor eALV AK9e6P. A4:CLOA^iP' AMI9 &SC FXRSEL f r:rraar05205 nC2omaatL 0 a l ELPAVTr CROW MEL14 WIMP AUNT MIACWW/ ZELL r>! 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D:1= HISf1ErIN Fr, F45 r3P s MEGL'ir EXISTING CONDITIONS 2 J.'HaSIIvin-1O94CHF-Gravel Ailing,CrawvintslSHEETS4CO 'ER_EXSTCCMC_DHFAik• a. n/21t271S 19:W:40 A AFFECTED LANDS: HUNT DAVID W de HUNT KAYLEEN Je VARIOUS BUILDINGS, PONDS Cc ACCESS ROADS TOTAL PERMIT AREA: 139.2 PJCRES FLOODPLAIN INFO: FLOODPLWN INFO: SITE IS LOCATED OUTSIDE THE FLOODPLAIN EXISTING VEGETATION: AGRICULTURAL FARM LAND SURVEY INFO: Paint Ccinwlting, LLC £-:Per 1\C.A?r iL',r IiI—Cil. APPLICANT; HUNT';IIATER. LLC 17295 HIGHWAY 85 PLATTEb1LLE, CO 80551 NOTE: 'J#tER Aaxi3OTiA0 AVLb5 11C AMIEf r2rrasena4 CIVIL RESOURCES. LLC. IS NOT RESPONSIBLE FOR SAFETY. IN. ON, OR ABOUT THE PROLECT SITE, NOR FOR COMPUANCE DY THE APPROPRIATE PARTY OF ANY REGULATIONS THERETO. THESE MAPS WERE PREPARED BY CIVL RESOURCES, ELL_ IN COOPERATION WITH BESTWAY CONCRETE. BESTWAY WILL KEEP THE DIMSION CF RECLAMATION MINING AND SAFETY INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS AND AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE UFE OF THE MINE. ANDREW R RODR GUE2, P.E. CIVIL RESOURCES, LLC. 5/21/15 DATE bi AP LEGEND: (M) (R} 0 0 S DENOTES MEASURED BEARING AND/OR DISTANCE DENOTES RECORD DEARING AND/OR DISTANCE SET 24" #5 REBAR It RED PLASTIC CAP "POINT LS38311" SET NAIL & BRASS DISC{ '1538311" FOUND GOVERNMENT CORNER FOUND CHISELED CROSS / GUT X FOUND NAIL a DISK FOUND IRON PIPE FOUND REBAR BUILDING/STRUCTURE SOIL TYPE — Fw—•—f It— IN- - - —F — IN.—IFS.—F —a.- -.—aa —1t—M— .i—VA— M—at— PERJ,IIT BOUNDARY SLURRY WALL MINE HIGHWALL SECTION LINE RANGE LINE BOUNDARY UNE ADJACENT BOUNDARY LINE EASEMENT LINE FEMA DESIGNATION LINE WATER UNE STORM LINE SANITARY LINE IRRIGATION UNE GAS UNE ELECTRIC UNE (UNDERGROUND) ELECTRIC UNE (OARHEAD) COMMUNICATION LINE FIBER OPTIC LINE MISCELLANEOUS/UNKNOWN LINE A CROSS SECTION CALL OUT PARES FRGA MFE PERNrtPROFEPTT UPE1EVJ CR (ASCENT, NO LEES MAN H' TDJPORAP.Y TOPY..A_ SIDCK TILE GROAD CATER TABLE SLURRY Well Aliale154T I&L S 1FJ7ar SIC 1W16 CIA 0:ft EM 2 1X UMW f.W ERAYFED 'I817 AVIAOtffl L AMal MEL; arofAsvl ,LCISZ,OGPr1/7l I;IRA5 1Lc JiI+N'& f 12f14ARJ1OSVS D RE9a91FJY 4715b9LJrE 1 5 L J vi C VIM OF RAO FeJPCIPELD V Rau: LAP!STAMPED 16W rcac 31p CCR. ICAB 3 V -f NJNM.%I OR STALMO'EPP & aleCIATES NC- PIS 11JIS VI I SETBACK 0144“'D EfaitTr iSIVER ARM EMUS LW ROWSE lI2ItO.0000.i9 ERI3IUD GRADE DTSQATERING TRENCH, POSITIVE DRAJNAGE TO SUMP \-BOTTOM if OPAVEL RFAZINJE TYPICAL - TOPSOIL STOCKPILE AT EDGE OF MINING AREAS CROSS SECTION NOT 1P SCALE WEARS'— sAA6 .55554551 NOWT -. ditto x. era. FXRICEL ff2lrc3re FEWidirr 65W OWED 1>ELA MISS ac P4cJFZ u,2r107FLVRi SEED WITH SPECIFIED NATIVE GRASS MIX AND & WATER TO ESTABUSH TYPICAL - TEMPORARY MINING BERM CROSS SECTION NOT 10 SCALE =megr MISSY IWLEY 7LUF LB A iL'7SL Mn&CaX0.V Y-_ xrr V A0'X ELOPE 709. cW€ hCW 511r& AY&ACM' MOLES, J PAT & 302 ?faoX j5 lar MARE Y ASP hie ALIO- l/ - #42.P. 231 -4 Rum %int NMTh CJIP INi3n1J:\\ F'UJIC MOLT -.a:.. 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P75-7_115.7. 41F.IL'd SECTION -2 Si LLI: 6 U j 4-900 4840 6 4700 01) < 4600 I 4500 4400 5-1D'-18 12:16 r DHF Mine Section 10 most critical surfaces, MINIMUM BISHOP FOS = 11952 1 was SOOS .. . a —. T.s *awl WNW ru. os TWIT 1.. I «..1......r...P. • r a 100 200 300 400 500 600 700 BOO X—AXIS (feet) QUAKE 5H0 -1a 13:0.3 4900 4800 4700 M F x < 4500 _ 1 4500 _ 4400 CHI= Mine Section Q Quake 10 most critical surfaces, MINIMUM BISHOP FOS = 1.452 !eeeenrtiiavit t+eerrrflrll ifeeuul�°f i3'�•rlee Imentrrrtr_ 1 T _ 1 r 1 1 r r rr.........., r t 100 200 30(0 4(X SOD 600 700 800 X—AXIS (feet) SECTION2 5-10-18 17:11 4850 4800 CI 4750 4— t X 4700 4650 4600 D H F Section 2. 10 most critical surfaces, MINIMUM BISHOP FOS = 2,267 390 350 1 Y 1 r 1 1 i Wr Q 50 100 150 200 750 X—AXIS (feet) SEC2C 5-11-18 8:18 4850 4800 41 4750 t1a X < 4700 4650 4600 0 ._w1 400 IMF Section 2 Quake 10 most critical surfaces, lifINIlyiUM BISHOP FOS = 1.576 1 I I I T I I I I 1 50 100 150 200 250 Xw-AXIS (feet) 300 350 400 SECTION3 5-11-16 11:50 4900 4800 r l c14700 _ SQ X 4600 t 4500 _ 4400 UHF Section West Sec Deepest BR 10 most critical surfaces, MINIMUM BISHOP FOS = 2.632 I 1D0 200 300 400 5D0 690 700 BOO X—AXIS (feet) SEC3Q 5-11-18 12:O6 4900 4800 a co 4700 T Li- 9?� 01) X < 4600 4500 4400 DHF Section West Deepest BR Quake 10 most ethical surfaces, MINIMUM BISHOP ros 1.793 =YIN =AMEN Mu1.••__mliaa_._w1. 'figlitare i r 1 I r i 1 r a I I r l , I D 100 200 300 400 500 600 700 BOO }{AXIS (feet) SE'C4 5-11-18 13:29 4650 4 F 40 4750 co— �Jj1t rr� f 1 4700 4yI J 4650 _ 4600 DFIF Setif ion 4 Northwest 10 most critical surfcces, M'94IMUA BISHOP FO = 2.758 -7 v J -11 " I I r I ' 1 50 100 150 200 250 300 350 400 X—AXIS (feet) SEL40 5-11-1 a 13:35 a DHF Se.cfion 4 Northwest Quake 10 most critical surfaces, i llhA1JM BISHOP FOS = 1.855 50 100 __. w 1 150 200 25Q 390 35D 400 X—AXIS (feet) DEPTH FEET 20 rfI ▪ "•▪ 'f 6GRE Li:1 LEGEIJ -: TH-_ ✓ . DD= 1_7.5 110. 10.0 -200=-47.7 1 1 =J9 Fl =9 I•'C=2. i4 -244= 1. i TH-2 e.; • ,.t I, :ti: c a3, AA • • i5 20 ;5.. • r• V! r" rr15=' 17. 1 I IC = CPA LL=i_• PI= 1_ • •• r,n= 101.7 HC-=3; -?r1Q='.0 —H-j pfd I 1.-1r., X. • : 1 ' •-• . .' • / • // f / / / / / R! ▪ ' • •-• TDG=113.4 11C=17.Z • • I ,• b1E=P..7 :7CJ=' 8.8 3 L' 2O TH-L TI --S —H4 fr141-= : el ... 3-2.0-f' uL •. c` L -.23.1F t \'• • 1) •cL5C1=11." ,!•'L -et et D3=107.4 VC =T-7 �Q::i" Li DD=92._ I1C=27.2 -209= .8 LL=,5a PT=.'6 K= I.4LIQ' •1_ s 4.1,1";:r r • }.: -2-LS Ceh f I]13='Q5.9 I =:71.7 -7[14=U•• 7 :.. F-- :r V -2-26 "1 ' jr A J.' '41/4•L U. 1 f4, i • • -15 i '• ,•_ells, :•:%; 'feiC 3-EG-lrl 1 y :VC": • 'J!1' I{iN�(} L, `7hVL}, )F Lil. •1 Hkfi' 'IJ V' I IN Oki.;'.1J LE? COL -OH) 5r'IiD: _OO!1E T,1. k1E)IUF9 DENSE L!_'eCALL'i DENSE; SILTY L0C!L_i CLAYEY: 4ER'C FI1-JE TO FINE CRr' ILIE3, Wei -ILLY '•1E)IUM CR,-:IJED: SLIGHTLY ''1v:ST 6E .Gk1IUG'NET BELt'L'1 THE Lr1ATER TABLE; BROJIN. T -'h. 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NORTH VVINCr`' +11111 (11QT TO SCALE; LI • ▪ I P f 1J I I'.1'-. 0 I F-14 O O 1•-:Ri 0 o P-LJ- Ta-10 IP-14 O 0 N-1:1 o T'.IE 0 O o IY-1= o fr-, M aphi- TP-17 O 0 T�-1? 0 o TP-1 I'-> O TP-1 II" -J 0 O 0 0 TP 3 f TP-!1 O 1 • / I. • Ce'ID CAVIL RFS'DLIR{_ES, L_C 3- _ti-,sIRttl I -.ti:. to r: bk.., I- atlst-li_r:r, r. , 0b33 30: x•33.14:6 L<<'11A1i l-.1MILRESC, URCEs (:{J'/ HALL-IR.WIN a,OM1TRUl';TIOhi r: I CEVTEIJII IL_ Gli r QM J -%I; v'-S''.i-J.3- DHF MINE HUNT WATER, LLC - GRAVEL MINE COLORADO RPJIEIQIJ$ HQ G_Lit r.F-IUD GPIE UL91rit1LL Si: J Y.Y. L? IL' •:• III :rl- 5rLI F:' S V:1 LL' REJ:'J.9 kl'.: 61 1: TO CJ 3Y: :dL LS'DT ED .:?1-' VV.: lC'I.•,, Dig= LTAFIE:;.Il ct=B$I.' IQJJ.d.1.1 — EXPLORATORY TEST PIT LOGS Si LLI: 5 May 21, 2018 David Hunt Property Owner RE: Legal Right to Enter Dear Mr. Hunt: In exchange for good and valuable consideration, in hand paid, David Hunt hereby grants to Hunt Water, LLC the right to enter into the real property situated between the towns of Platteville (to the south) and Gilcrest (to the northeast). More specifically, the site is within part of Section 6, Township 3 North, Range 66 West of the 6th Principal Meridian. The mine is in an area of irrigated agricultural land with common oil and gas wells and related infrastructure and is bound by Weld County Road (WCR) 36 on the south, WCR 25.5 on the west, agricultural land on the north, State Highway 60 on the east, and U.S. Highway 85 on the southwest. Refer to Exhibit A for full legal description. You and your officers, employees, contractors, and agents have permission to enter upon the Property for all purposes, including the exploration for gravel, sand and aggregate. We hereby confirm that you have authority and right to execute all documents required to apply for and obtain permits and the like to mine gravel, sand and aggregate on the Property. , David Hunt / eive:rfc/1 f David Hunt STATE OF COLORAN COUNTY OF WELD ) ss The foregoing instrument was acknowle the property. Mind seat My commission (frst bsfr on , by David Hunt, as Owner of /AI fr Notary Public •ts COY RODRIGUEZ U E OTARY PUBLIC TE OF COLORADO December 11, 2018 Vie Certified Mail Anadarko c/o Brett A. Cavanagh 1099 18th St. Suite 1800 Denver, CO 80202 RE: Mineral Deed Notice, Weld County Colorado To Whom It May Concern, This letter is being prepared on behalf of Hunt Water LLC, who are owners of a 139 acre parcel of land. The site is located between the towns of Platteville (to the south) and Gilcrest (to the northeast). More specifically, the site is within part of Section 6, Township 3 North, Range 66 West of the 6th Principal Meridian. The mine is in an area of irrigated agricultural land with common oil and gas wells and related infrastructure and is bound by Weld County Road (WOR) 36 on the south, W R 25.5 on the west, agricultural land on the north, State Highway 60 on the east, and U.S. Highway 85 on the southwest. The site and vicinity are shown on Figure 1. A Use By Special Review (USRIB-0105) is currently being reviewed by the Weld County for approval, Through title research, your name was listed as apparent holders of mineral rights on the aforementioned Property. According to Colorado State Law, notice of public hearings related to this application must be provided to owners of minerals and oil and gas leases. You are hereby notified that two hearings have been set for Hunt Water on the following dates and times: • Planning Commission Hearing on Tuesday, February 19, 2019 at 12:30 PM • City Council Hearing on Wednesday, March 27, 2019 at 9:00 AM Enclosed with this notice is a list of mineral owners and mineral lessees prepared by Zeren Land Services and a reduced copy of the proposed annexation and rezoning map for your records. If you have any questions regarding this matter, please do not hesitate to contact me at 303 833 1416x202 Sincerely, Civil Resources, LLC rocy odfig uez, P,E Civil Engineer/Project Manager Hunt Water, LLC Gravel Mine cC C co C U- C 0 0 F- U) w W 0 0 F- w w 0) cm a) C 45 LL CD 1.1.1_41r SITE LILY CL T issar LOTA-RE3994 .1 aim PROJECT LOCATION MAP SCALE: 1" - 1000 UNITS NORTH FIGURE 1 LAND SERVICES OIL AND GAS TITLE P.O. Box 336337 Greeley, CO80633 Phone (970) 351-0733 Fax 1970) 351-0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION (David and Kayteen Hunt Property) Subject Property: Township 3 North, Range 66 West, 6th P.M., Weld County, CO Section 6: Lot A, Recorded Exemption No. 1211-06-4-R.Et.639, recorded November 1, 1994 under Reception No. 2413556; AND Lots A and B, Corrected Recorded Exemption No, 1211-06-4 RE -3394, recorded November 23, 2005 under Reception No. 33423 70, being a part of SEX Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold ownersentitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-65.5-101, et seq.. in the Subject Property based upon the records of the Weld County Assessor and Clerk Recorder as of June 13, 2018 at 7:45 a trn,: Mineral Owners: None (entitled to notice) Dated this 19th day of June, 2018. Mineral Leasehold Owners; Kerr-McGee Oil & Gas Onshore LP Attn: LandMan.ager/Wattenberg 1099 18th Street, Suite 1500 Denver, CO 80 202 ZERENALAND SERVICES fin. triter B : Cynthia A. E. Zeren, COL Certified Professional Landman #4044 Page 1of2 At the request of Civil Resources, LIC ('tient")2 Zeren Land Services, an independent land consulting firm, has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes §24-655-101, et seq. Zeren Land Services, searched (1) the records of the Weld County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and (ii) the records of the Weld County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice. At the date of the search, the records of the Assessor and the Clerk and Recorder were posted through June 13, 2018 at 7:45 A.M. Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services, Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy, completeness or sufficiency of such listing of mineral estate owners. In the event the listing proves to be inaccurate, incomplete, insufficient or otherwise defective in any way whatsoever or for any reason whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing. In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claims by all persons (including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim, inaccuracy or defect, including, but not limited to, breach of representation, warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party (induding Zeren Land Services) of any kind or character (regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross). Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification. ZEREN LAND SERVICES Date: June '19, 2018 Cynthia -A. E, Zeren, as P'retrdent Page 2 of 2. CERTIFICATION NOTIFICATION _09'8 ERAL ST OWNERS AND LESSEES The undersigned Applicant certifies compliance with the provisions of C.R.S. § 24-65.5- 103(1), and in support thereof, states and certifies as follows: 1. That Applicant has provided notice, (a copy of which is attached hereto as EZ)bitritaining the time and p1 acth *,i ' r e initial public on its application foNie it s•-0105 6.191 , thepidetre of the initial hearing, the legal description by section, township and range of the property which is the subject of the initial public hearing, and the name of the applicant; 2. That said notice was provided thirty (30) days prior to the scheduled public hearing, that it was provided by certified mail, return receipt requested, or by a nationally recognized overnight courier; 3. That said Exhibit A includes the list of the names and addresses of the surface owners, mineral estate owners and lessees of mineral interests to whom the notice was sent, including those persons who have requested receipt of such notices, pursuant to C.R.S. § 24-65.5-103(3). APPLICANT: STATE OF Co keoidakectire COUNTY OF LA) atA, D1/44 'NA r i� mekt, r 6010+ refirr 14:)(44 Himf Subscribed and sworn tc�before me this clay of O.ccei&j 20 Ja, by _ Aurqty R get UFZ. Public Notary Note: This Certification must be received by the Weld County Department of Planning Services prior to or at the initial public hearing. If the Certification is not received by that time, the hearing will be rescheduled to a later date, and Applicant must re -notify all owners of mineral interests hityTommission Expires on ADAM J. SMITH NOTARY PUBLIC TATS OF COLORADO ■ Complete Items 1, 2 3, Oases Print your name and address on NI tit 9O can return the' .I,. ■ Attach this Gto the �' of the m� p or on the front it space perm le MOO to: inhlekPla%C.1 CIO ?fit C 4, 1 A eL 1 9 Irk alt) Cti 2, Sher 7013Pgan Juirgiglia -.- - delivery address event from itenn 1 mow, 'dES, entOt �d if N by (Printed Name) avrafil Pastrami 3. © iRegisteted MOM �, Reacted We 0 Gorged Wei O MIA per'!' Restricted Del Wery LII wed Ma Reacted Derry CI Fitt= Wilt fcr �q�l� �� fl Ito CI egged VI D y PASSte� C ry 00 00%1 Mil t garittre a Pinata) C Agent C. Date of Delivery No Dvmestle Return Receipt COLORADO STATE DEPARTMENT OF ACCESS PROCEED C CDOT Per TRANSPORTATION HIGHWAY . DE State High NOTICETO j Local Ju riE Permittee(s): Applicant: David Hunt Andy Rodriquez Hunt Wake LLC Civil Resources LLC 14460 WCR 40 FO Box 680 Platteville, Colorado 80651 Frederick, Colorado 80530 (970) 737-2437 (303) 833-1416 permittee is hereby authorized to proceed with access construction within sP The accordance with the above referenced State Highway Access Permit and this Notic This Notice to Proceed is valid only if the referenced Access Permit has not expi one year from date of issue if not under construction, or completed. Access F accordance with Section 2.3(11)(d), of the Access Code. Adequate advance warning is required at all times during access construction, in c' on Uniform Traffic Control Devices for Streets and Highways. All construction shall be completed in an expeditious and safe manner and shal from initiation. permittee or applicant shall notify the Department prior to c The indicated on the Access Permit. Both the Access Permit and this Notice Proceed shall be available for review at To Notice to Proceed is conditional. following items shall be addressed prior This The appropriate. Municipality or County Approval (When the appropriate local authority retains issuing Title By (X) This Notice is not valid until signed by a duly authorized representative of the Department Colorado Department of Transportation By Title (X)/ ,; Assistant Access Manage' Copy distribution: Required: Region (original) Applicant Staff Access Section Make copies as necessary for: Local Authority Inspector MTCE Patrol Traffic Engineer rn it No. 418077 nay/Mile PostiSide 060B / 20.091/light diction CDOT ate highway right-of-way in to Proceed. ed. Access Permits ep i re ermits may be extended in nformance with the Manual be finished within 45 days mmencing construction as he construction site. o or during construction as authority) Date Date 01/29/2019 Form 1265 8/98, 6/99 COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT Permit Fee $100.00 The Perms ittee(s): Date 094 David Hunt Hunt Wake LLC 14460 WCR 40 Platteville, Colorado 80651 (970) 737-2437 �f Transmittal 13/2018 Reg'' n ! Section 1 Patrol / Name 4/01 /16 The Applicant(s): Andy Rodriguez Civil Resources LLC PO Box 680 Frederick, Colorado 80530 (303) 833-1416 DOT Permit No, 418077 State Highway No 1 kip I Side' 0608 20.091 r' Right Local Jurisdiction CDOT is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including The State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the issurng Authority if at any time the permitted mess and its use violate any parts of this permit. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of pthe erm it. Locatior : The access is located on State Highway 80, a distance of 481 feet south of Mile Post 20 on the westiright side. Access to Provide Service to: (Land Use Code) 991 - Gravel Pit (Size) 4 Additional Information: MUNICIPALITY R COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name E ,ate 'title ( nits) Each Upon ithe signing of this permit the perm ittee agrees to the terms an I conditions and re erenced attachments ontai ned herein. All construction shall be completed In an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed In accordance with the terms and conditions of the permit prior to being used. The perm i#tee shall i notify Bruce Barnett with the Colorado Department of Transportation, at (910) 350a2147 at least 48 hours prior to commencing construction within the State H iig h a right - .way. The person signing as the pan tie must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and € onditions. Porflitte Print Name Inc/ itets Co-Permittee Signature: Of applicable) Prfnt Name Date - Da/rent This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION PORTATION ture 1 _ t Name uv! f"4 611) Copy Distribution: Required: 1.i ion 2.Applicant Make copies as ecessar, for: 3,siaff Access Section Local Authority inspector 4.Central Hies fiATCE Patrol Traffic Engineer Date (of issue) l Prey nus edition% are obsolete and may not be used Page 1 of 3 COOT Form #1m1 on State Highway Access Permit Form 101, Page 2 PERMIT EXPIRATION The following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the perrnittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Colorado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable to the permittee or applicant. 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 3. In submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department's internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review is requested, processing of the appeal for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the internal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal of notice of denial or transmittal of the permit. 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the permittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy of page 1 (face of permit) of the access permit. Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures. An approved Notice to Proceed: automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1. Construction may not begin until a Notice to Proceed is approved. (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3. The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions of the permit during construction and to halt any activities within state right-of-way that do not comply with the provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger highway property, natural or cultural resources protected by law, or the health and safety of workers or the public. 5. Prior to using the access, the permittee is required to complete the construction according to the terms and conditions of the permit Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access. If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers, Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 6. The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.TIC.D. as required by section 42- 4-104, C.R.S., as amended. 7. A utility permit shall be obtained for any utility work within highway right-of-way, Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. In the event it becomes necessary to remove any right- of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 9. The permittee shall ensure that a copy of the permit is available for review at the construction site at all times. The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction to allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan. 11 By accepting the permit, perrnittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, its officers, and employees from suits, actions, claims of any type or character brought because of injuries or damage sustained by any person resulting from the permiftee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. it is the responsibility of the property owner and perrnittee to ensure that the use of the access to the property is not in violation of the Code, permit terms and conditions or The Act. The terms and conditions of any permit are binding upon all assigns, successors -in -interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or property owner shall contact the local issuing authority or the Department to determine if a new access permit and modifications to the access are required. 2. When an access is constructed or used in violation of the code, section 43-2-147(5)(c), C.R.S., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summar)/ suspension shall comply with article 4 of title 24, C.R.S. MAINTENANCE 1. The permittee, his or her heirs, successors -in -interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access -related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department. Form 101, Page 3 COLORADO DEPARTMENT OF TRANSPORTATION Envfronmental Clearances Information Summary PURPOSE - This summary is intended to inform entities external to CDOT that may be entering perform work related to their own facilities (such as Utility, Special Use or Access Permittees), ab encountered environmental permits/clearances that may apply to their activities. This listing is no environmental or cultural resource permits/ciearances may be required in certain instances. Appr agencies should be contacted for additional information if there is any uncertainty about what pe specific activity. IMPORTANT -- Please Review The Following -Information Carefully Failure; Requirements May Result In Suspension or Revocation of Your COOT Permit, or Enforcer CLEARANCE CONTACTS i As indicated in the permit/clearance ilescriptions listed below, th( may be contacted for additional information: • Colorado Department of -Public Health and Environment (CDPHE): General Information — (30 Water Quality Control Division (W ICD): (303) 6924500 Environmental Permitting Website ht s ,/ ovi aco. ova acif cted he'aHe errnrits • CDOT Water Quality er Program Dana • g - .903 hit s://vvimAt.codot. o rams/ern • CDOT Asbestos Project Manager: Phil Kangas, (303) 512-5519 • Colorado Office of Archaeology and Historic Preservation: (303) 866-5216 • U.S. Army Corps of Engineers, District Regulatory Offices: Omaha District (NE CC)), Denver office (303) 9794120 sit ://vvvvvv.nwoyusace,artn crillThittissicnsiRe ulato p Pro ram/Colorado,as x Sacraimento Dist. (Western CO), Grand Junction Office (970) 243-1199 p htt . www.s l s e. rr ilk gss n f e ulato .as Albuquerque District (SE CO), Pueblo Office (719)-543-9459 htt .i wyy s na ,,sece.arrn i1.Ahjssions/Re ulato ro ramandPermits.as x * COOT Utilities, Special Use and Acciess PernnEi r ' ' �F •,t'QG;rrrris • 11 Wildlife Resources - Disturbance of wildlife shall be avoided to the rr axi ut�1 - a en prdctic able suspected threatened or endangered species habitat will require special authorization from the C threatened or endangered species are encountered doing the progress of the permitted work, wo and the .CDOT Regional Permitting Office and Region Planning and Environmental Manager shall Authorization must be provided by COOT prior to the continuation of work. Information about thr be obtained from the CDO website it / .coclot. ow' ro ra, s/environmental/wildlife/ uideli Wildlife (CPW) website, eft :i/www.c w.stote.co.usilearn/Pa esySOC:rlyeatenedEndan eredLists provided by the appropriate Region Planning and Environmental Manager (RPEM). Cultural Resources - The applicant must request a file -search of the perms area through -the Col Historic Preservation (OAHP), Denver, to ascertain if historic or archaeological resources have pr LD h i _//wxrcu.histo apiary' o .or /oa h /file -search). Inventory of the permit area by a qualified cultu necessary, per the recommendation of COOT. If archaeological sites/artifacts or historic resource initiation of the permitted work or are encountered as the project progresses, all work in the subjec Regional Perimitting Office and Region Planning and Environmental Manager shall becontacted I provided by COOT prior to the continuation of work. Additional guidance May be provided by the RPEM. Contact Information: Contact the OAHP for file searches at (0) 866-5216. PPleccltolo leaf Resources - The app int must request a fossil - ocalie sears ; rough the lcurrr�rseurri�coloradP.edu1'r rcht al ntolo /vertebrates/ ;Ades), and the Den o� pier htts: p M ://www.Oni ns.or isaienceicollections/earth-saienoe-coileotions/) to ascertain if paleontological identified in or near the permit area. inventory of the permit area by a qualified paleontologist may recommendation of CDOT. If fossils are encountered during the permitted work, all work in the su CDOT Regional Permitting Office and Region Planning and Environmental Manager shall be conta must be provided by CDOT prior to the continuation Of work. Additional guidance may be provid in the Permit Special Provisions. Contact Information: See the museum websites listed above fo Manager contact information. Contact the COOT Paleontologist for fyrtheMpformation at n [cols. e 9632. The CDOT Paleontologist will not conduct a comprelpeosive file search inde den#ly of the Hazardous Materials Solid Waste i he Solid Wastes Disposal. ite�s na d Facilities A Pertaining to Solid Waste Disposal Sites and Facilities (6 CCR 1007-2), prohibit solid waste dispos of Designation (a landfill permit). The Colorado Hazardous Waste Act C.R.S. 25-15-301 et al, and Regulations (6 CCR 1007-3) prohibit the transfer, storage or disposal (TSD) of hazardous waste e are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore, all solid generated by the activities of entities entering the State Highway Right of Way must be removed fr permitted facility or designated collection point (e.g., for solid waste, a utility or construction connpa solid waste or hazardous materials contamination (including oil or petroleum contaminated soil, as etc.) is encountered during the performance of work, the perrnittee shall haft work in the affected a CDOT Regional Permitting Office for direction as to how to proceed. Contact information: There Hazardous Materials Management Supervisor: (303) 512-5524. Asbestos Cwstainln-, Materials Asbestos Contaminated Soil - All wo c n as es os con awning the applicable requirements of the CDPHE Air Pollution Control Division's (APCD) Regulation 8. D asbestos -contaminated soil, must comply with the CDPHE Hazardous Materials and Waste Manag `he state highway right-of-way to ut some of the more commonly all -in clusivre - additional priate local, state and federal its/clearances ere required for a to Comply With Regulatory nt Actions By Other Agencies. following individuals or agencies 692-2035 ronmental/water- ualit ntry into areas of known or T permitting office. If any in the subject area shall be halted e contacted immediately. tened or endangered species may es, or the Colorado Parks and s x. Additional guidange may be ado Office of Archaeology and iously been identified i resources specialist may be are known to exist prior to the area shall be halted and the CDOT ediately. Authorization must be egional Permitting Office and iversity of Colorado Museum, er Museum of Nature and Science esources have been previously e necessary, per the act area shall be halted and the tad immediately a Authorization by the Regional Permitting Office Paleontological Collections ve state.co.us or (303) 757 - museums. 20400, et al, and Regulations I without an approved Certificate e Colorado Hazardous Waste ept at permitted ISO sites. There hazardous wastes that might be the ROW and disposed of at a y's own dumpster). If pre-existing estos, chemicals, mine tailings, a and immediately contact the Santangelo-Drei sing, CDOT aterials (ACM) must comply with posed of ACM, and work*done in ment Division's (HMWMD) Solid Environmental Clearances Information Summary Page l of 3 Colorado Department of Transportation August 2017 Waste Regulations. Info:CDPHE Additional informationeconcerni The application for any COOT permit must specifically is being requested. Additional guidance or requirements may APCD and HMWMD Regulations can be accessed via the n clearance on CDOT reacts is available identify any ACM involv be specified in the CDPHE Environmental from the COOT perm P 5519, or Theresa Santangelo-D*Hazardous_Mat� s Managem t upervisor; (303) 512-5 Tons ortation of Hazardous Materials - No person may offer or accept a hazardous material for that person is registered hazardous material authorized by applicable obtain authorization authorization and Registration (303) in conformance with the United States Department of Transportation regu must be properly classed, described, packaged, marked, labeled, and in condi requirements, or an exemption, a approval or registration has ,been issued. and ei State HAZMAT Permit from the Colorado Public Utilities Commission. more info call the Federal Motor Safety Carrier Administration, US DOT for inter - 969-6748. Colorado Public Utilities Commission: (303) 894-2868. Dihar e f Dred ed or Fill Material — 404 Pe ;tit Adrn in` st B he tLi Sp Arm Co s of teity uall Certifications Issued IQ the CDPHE W CD - Corps of Engineers 404 permits are dredged nationwide line would required. (contact activities be or fill materials into waters of the United permits, which are issued for activities (nwp ##12). Depending upon the required. If an individual 404 permit Contact the appropriate Corps District information above). Contact the CDPHE States, with relatively specific circumstances, is required, Regulatory Water including wetlands. There are various minor impacts. For example, it is possible that either section 401 water quality certify Office for information about what Quality Control Division at (303) 692-3500 typ then a "gay tion fro, type a Workin cantor in an stream or Its bank a. In order to protect and, preserve the state's fish and w1 may obtain solid 3) streams application, obstruct, diminish, destroy, a Senate Bill 40 certification blue line on USGS segments of streams supporting having wetlands as per guidelines change, modify, or vary a natural existing stream or its banks or from the Colorado Department of Natural Resources. A stream, 7'.5' quadrangle maps; and/or 2) intermittent streams providing live' ter` 25% or more cover within 100 yards upstream or downstream present within 200 yards upstream or downstream of the project measu agreed upon by CDOT and CM cars tocre aat i.. s: �.c MI li i life/ uidelines. _ Btormwater Construe _ n errn it SCP and erwrtnwater Di�s+char a From industrial Facilities from CDPS tt construction torrnwater s://w�wv . sites disturbing Permit Ic ado. ova Contact ifc one �cd acre Information: h&w or more -nonstructoor - or certain Contact types the CDPHE enera of industrial Water - oils and Quality O facilities, ouch as .�rntrol Owls // Iorado. teal i du t -.� ermits Construction aterin Discharle e or infiltration and Remed iatlon Activities •• Discharges excavation or work Information: For 3500. For Applications in wet areas may Construction Dewaatering and Instructions require a Construction Dewatering or and Remedieiation. Activities Discharge (Cp�PHE rebsitekt- _ :/Lww W- Rernediation Activities Permits, Ira . / i contact ..recd [ 1 Manic*, al a ante Storm Bowel S e MS4 Dischar e Permit ! Discharges from the storm municipalities, by facility municipality's the and the CDPHE should contact M applicable provisions hit s4//www from the CDOT WQCD. For facilities the municipality permit. All 'discharges of the Colorado l rado. owl Ili highway that d _he/w drainage lie within the rmt regarding stpwater to the CDOT Water Quality ac -re ulations-anc system that boundaries related highway Control lies within of a municipality clearances drainage system Act, the water old -and-water- those municipalities, that is subject that may have or within Quality Control uali -statutes) bees the Rig! Con Discharges 00.0:; 5 I si/ } read ot. Dv/ ro rams/e ! _ it'., mental/water- uali /documents). ar and CDPHE. MS4 Permits, Contact or go to the CDPHE Water hit' s:/l ,color Quality do'.gp Control r ,.. pificic• Division • at (303) 692-3500 for helw-munici al-nis4- ermits. a listing of For CDC _p htt.__s://www.codlgt. ovl ro rams/enyarnr�aipiental/wat ri ua ' lstormwa.ter- ro rams.htrrtl. General Prohibitioro- Dischai es - All discharges are subject to the provisions of the Colorado v Colorado Discharge Permit Regulations. Prohibited discharges include, but are not limited automotive fluids, solvents, oils or soaps and sediment. Contact Information: Contact the (303) 692-3500. to, sub CDPHI , General Authorization - Allowable Non i water Dischar es - Unless otherwise identified b: sources Discharge storm uncontaminated activities. of pollutants to the waters of the State, the following Permit System permit: landscape irrigation, sewers, discharges from potable water sources, springs, footing drains, water line flushing, Allowable non-stormawater discharges can diverted foundation be discharges stream flows, drains, flows from riparian found under Illicit to storrnwater air Dischartg uncontaminated conditioning habitats systems condense and - OD at: are grog wetlan htt env_ ironmente Halter- uali r/s rmwate r- ro rams. html. Contact Information: The CDPHE Water ##'s listed above). Erosion and Sediment Control Practices"- For activities requiring a Storm aster Construction Pe Mil be specified in that permit. In situations where a story nwater permit is not minimize erosion and sedimentation according to CDOT Standard d pecificati required, all all reasona ,-- 13 business/c i nsu QW 01..1. oristruction-s Catio sf2011-S ecs/2011-s ecs-book).. All distul native seeding or landscape Erosion Control and Stormwater erosion controls and restore design plan according Quality . Guide disturbed vegetation. to applicable (available CDOT Standard Specifications 21 from the Bid Plans Office at (303) 757-93 ref in the work for which it special provisions. Contact writhin g Website listed above. b+estos Project Manager (303 ) 512- 524. transportation in commerce unless ations at 49 CFR, Pad 171. The loon for shipment as required or Vehicles requiring a placard, must Contact Information: For and infra -state HAZMAT En moors and Section 401 required for the discharge of of 404 permits, including is a nationwide permit for utility neraal" or Individual" 404 permit n the CDPHE WQCD is also 404 permit may be required dlife resources from adtions that �utaries, it may be necessary to is defined as 1) represented by a eneficial to fish and wildlife; and/or f the project; and/or 4) segments of d by valley length. TheCPW dot. ov/ ro ram s/environmental/ - Discharges of storrnwater runoff concrete batch plants - require a on at (303) 692-3500. Website: acific/ed he/w -commerce-andm �f water encountered during )ischarge Permit. Contact the CDPHE WQCD at (3,03) 692- W -construction- eneral- ermits. sewer systems of larger re subject to MS4 Permits issued an MS4 permit, the owner of such established under that t of Way (ROW) must comply with omission (QCC), Regulations end the CDOT MS,4 Permit # COS - subject to inspection by CDOT municipalities required to obtain T -related MS4 regulations, go to: dater Quality Control Act and the tances such as wash water, paint, Water Quality Control Division at CDOT or the WQCD as significant allowed without a Colorado nd water infiltration to separate tion, irrigation water, !s, and flow from firefighting ://www.codot. ow` ro rams/ Quality Control Division (telephone mit, erosion control requirements axle measures should be taken to and 216 hit s://www.coalot OW fiances require a stabilization plan, -217 and 623. The CDOT 9 3) should be used to design Environmental Clearances Information Summary Page 2 of 3 Colorado Department of Transportation August 2017 pois Of bri lin Fluids - Drilling fluids used in operations such as Hb iontal llfectionaFDrilli g may be classified as "discharges" or "solid wastes," and in general, should be pumped or vacuumed from the construction area, rem ved from the State Highway Right of Way, and disposed of at permitted facilities that specifically accept such wastes. Disposal of d (ling fluids into storm drains, storm sewers, roadside ditches or any other type of man-made or natural waterway is prohibited by Wat r Quality Control and/or Solid Waste regulations. Small quantities of drilling fluid solids (less than 1 cubic yard of solids) may be left on -site after either being separated from fluids or after infiltration of the water, provided: 1) the drilling tl u id consists of only ater and benton€te clay, or, if required for proper drilling properties, small quantities of polymer additives that are approved for u e in drinking water well drilling; 2) the solids are fully contained in apit, andd{ are not likely to pose a nuisance to future work in the ar , 3) the solids are covered and the area restored as required by COOT permit requirements (Utility,r , Special Use, or Access Permits, to.). Contact Information: Contact CDPHE (telephone #'s listed above). Noxious Weeds ancinvasive 5 °cies Mina ement Plan — Noxious Weeds and Invasive Species guidance can be found by contacting the Colorado Departmekt pf Agriculture aitt ://ww.cclorad o. av/ acific/a consery :: nlnoxiousweeth ) and the Colorado Division of Park* and ] lildlife - ://c 1, th.co. us/aboutr l es/IRS-NoxiousWeeuL s x). In either case, management plans involving the control of noxious weeds associated with the permitted activity and cleaning of quipmen1 will be required. Concrete Washout - Waste generated from concrete activities shall NOT be allowe o ow into t e drainage ways, inlets, receiving waters, or in the CDOT ROW. Concrete waste shall be placed in a temporary concrete washout f-'cility and must be located a minimum of 50 feet from state waters, drainageways, and inlets. Concrete washout shall only be erformed as specified by the COOT Environmental Program and shall be in accordance to COOT specifications and guidelines. Cont• t Information: Contact CDPHE or find additional information on the C )OT websit ....... , _v uswr Mess es nsu i I i -construction- and refer to the specifications and their revisions for sections 101, 107 and 208. Spill Reporting - Spills shall be contained and cleaned up as soon as possible. Spills shall NO a washed down into the storm drain or buried. All spills shall be reported to the COOT Illicit Discharge Hotline at (303) 512-4446 (4H20), as well as the Regional Permitting Office and Regional Maintenance Supervisor. Spills on highways, into waterways, any spill in the highway right-of-way exceeding 25 gallons, or that may otherwise present an immediate danger to the public shall be reported by calling 911, and shall also be reported to the CDPHE at 1-877-518-5608. More information can be fojnra at 3 ` 1 0_ ovi acific/ed he/e er enc er�y elfin+ -Ill,'. ..n, About This Form - Questions or comments about this Information Summary may biZrected to A„exKaram', Program Administrator, CDOT Access Management Unit, at (303) 787-9841, alex.karami state.co.us. Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation August 2017 COLORADO Department of Transpartalion What is stormwater runoff? Stormwater runoff occurs when precipitation from rain or snowmeit flows over the ground. Impervious surfaces like roads and sidewalks prevent stormwater from naturally soaking into the ground Whit Ta _ art ater runoff a problem? Stormwater can pick up debris, chemicals, dirt and other pollutants and flow into CDOT's storm drain system or directly into a stream, river, lake, wetland or reservoir. Anything that enters Coors storm drain system is discharged untreated into the waterways we use for fishing, swimming, and providing drinking water. 442. (2redg 4�4 i tsiViN,, sulk waste, incinerator sewage sludge, ;irbcl e, trash) ma rr4;k ra`- J active material, lyzat, pH, wrecked or discarded equ[orrrcnt, feret san4 any indLIS,kIial, municipn), or agriculLwval waste, 1 Tips for Reporting an Illicit Discharge Call the illicit discharge hotline at (303) 512-4426 From a safe distance try to estimate the amount of the discharge. Identify characteristics of the discharge (color, odor, algae, etc.). Obtain information on the vehicle dumping the waste (if applicable). Do not approach! Call *P for illicit dumping. If possible, take a photo, record a license plate. REMEMBER: Never get too close to the ii idt discharge, it may be dangerous!!! For more information on CDOT Utility Permits: htt s: www.cocot. ov business ermits utilitie itie Ss eciafuse For more information on CDOT Access Permits: t /� g Fits, s: www.codot. ov business ermits access permits For more information Ion CDOT Water Quality Pry: 2 Water Quality Program Manager 4201 E. Arkansas Ave. Shumate Building Denver, Colorado 80222 303-757-9343 COLORA 0 Department of Transportation 14' ler reara al Separate Storm Sewer System per as (MSS} from the Colorado Department of nd Environment. The permit states that only stormwater can be discharged from CDOT's storm drain system __ Cualitv tracaustrial Facilities Lirttarattin # Pew• slomt drab As part of the permit, COOT ha grai different programs to prevent pollutants from entering into the storm drain system: Construction Site Program New Development Redevelopment Program Illicit Discharge Program Industrial Facilities Program Public Education and Outreach Program Pollution Prevention and Good Housekeeping Program Wet Weather Monitoring Program ICOLORADO I Department of Transportation Control Measures for Industrial Facilities Industrial facilities can use control measures (CM} 0therw e , , Best Management Practices CDOT fBMP P lam= • nstru do of a facility and when R op . _ ility. Control measures are schedules of activities, maintenance procedures, and other management practices to prevent and reduce pollution entering into CDOT's storm drain system. Control Measures also include treatment, operating procedures, and practices to control site run off which can include structural and non-structurai controls. I a -_ e ear .or • a R. ARETIISIE OSraaOA IIMP , fltaan imam? sate vas EN IlltPatifrideff _111* IMP IIICIFERLY WatitAINED? COOT defines a utility, or utility facility as any privately, publicly, or cooperatively owned line, facility, or system producing, transmitting or distributing the following: Communications Cable television Power Electricity Light Heat Gas Oil Crude Products Water Stream Waste Stormwater not connected with highway drainage Similar Commodity • w ger COLQKAUU Department of Transportation 1. Educate and outreach to owners or operators that have potential to contribute substantial pollutant to er. port and include information on discharge and -grater quality concerns. Provide written notification within 15 days of discovery to CDPHE. 3. Submit an annual report to CDPHE containing the number of informational brochures distributed; name and title of each individual trained, Education There are instances when a utility company or other entity doing work in the state highway right-of-way will require some type of environmental permit or clearance for that wort CDOT has put together an Environmental Clearances Information Summary for those applying for a COOT Utility and Special Use Permit or Access Permit to obtain all required clearances. This fact sheet is given to each permittee and is available at: htt ://www.coloradodoteinfol . ro rams/ environmental/resources/ uidalnc - stagdards / Envi ronmentat 20C t arences% :-y 0 State Highway Access Permit Attachment to Permit No. 418077 - Additional Terms and Conditions 1 1. If there are any questions regarding this permit, please contact Allyson Mattson at (970) 350-2148. 2. The Permittee or the contractor shall notify Bruce Barnett at (970) 350-2147 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right- of-way. Failure to comply with this requirement may result in revocation of this permit. 3. The Permittee shall request final inspection by Bruce Barnett at (970) 350-2147 within 10 days following the completion of access construction, and prior to authorized use. The Permittee or their representative shall be present. 4. A fully executed complete copy of this permit must be on the job site with the contractor at all times during construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. S. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions, exhibits, and noted attachments. 6. Incorporated as part of this permit are the following: Application for Access Permit (CDOT Form No. 137) Permit (COOT Form No. 101) and its attachments Exhibits: "A" Access Plan and Vicinity Map 7. This permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void, requiring a new permit to be applied for based upon the existing and anticipated future conditions. 8. All work is to conform to the plans referenced by this permit on file with the Department or as modified by this permit. Of discrepancies arise, this permit shall take precedence over the plans.) The Department plan review is only for the general conformance with the Department's design and code requirements. The Department is not responsible for the accuracy and adequacy of the design, dimensions, elevations, and any other elements which shall be confirmed and correlated at the work site. The Department, through the approval of this document, assumes no responsibility for the completeness and/or accuracy of the plans. 9. The Permittee is responsible for obtaining any necessary additional federal, state, and/or city/county permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. 10. The State requires a Certificate of Insurance prior to commencing any work on the State Highway right- of-way. Policies shall name the State of Colorado as additional insured party. All vendors, contractors, and utility companies shall procure, at their own expense, and maintain for the duration of the work period, the following minimum insurance coverages: A. Standard workman's compensation and employer's liability, including occupational disease, covering all employees engaged in performance of the work at the site, in the amount required by State Statutes. State Highway Access Permit Attachment to Permit No. 418077 - Additional Terms and Conditions 2 B. Comprehensive general liability in the amount of $600,000 combined single limit bodily injury and property damage, each occurrence and $2,000,000 annual aggregate. C. Automobile liability in the amount of $600,000 combined single limit bodily injury and property damage, for each accident. Certificates of insurance showing compliance with these provisions shall be attached to and made a part of this permit and be available on the site during construction. 11. All costs associated with the reconstruction of this access are the responsibility of the Permittee. This includes design, construction, signing and striping, utility relocation, testing of materials, and inspections. In the event a signal is warranted in the future, CDOT will not participate in any fashion with that signal installation, including financially. 12. The development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall be borne by the Permittee 13. It is the responsibility of the Permittee to determine which environmental clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing work. Please refer to or request a copy of the "CDOT Environmental Clearance Information Summary" (EC1S) for details. The ECIS may be obtained from the CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction-Environmental Guidance webpage at . p ��..' l.aiWw, ntnate.co.us il=irtlarfriental Forms . FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN THE SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substances such as: wash water, paint, automotive fluids, solvents, oils or soaps, Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE) Water Quality Control Division (WQCD) as significant sources of pollutants to the waters of the State, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigation water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire -fighting activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional information and forms, go to the CHPHE website at: cd hey . t"o.uh / .r ermitsUnit w u. 14. Should any excavation encounter plant or animal fossils, the remains of historic or prehistoric structures, artifacts, (pottery, stone tools, arrowheads, etc.), the work shall be stopped and the Permittee shall notify the Department inspector. State Highway Access Permit Attachment to Permit No. 418077 - Additional Terms and Conditions 3 15. Survey markers or monuments must be preserved in their original positions. Notify the Department at (970) 350-2173 immediately upon damage to or discovery of such markers or monuments at the work site. Any survey markers or monuments disturbed during the permitted work shall be repaired and/or replaced immediately at the expense of the Permittee. 16. Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State Highway right-of-way requires the Permittee to obtain a CDOT Landscaping Permit from the Traffic/Access Section. The access permit does not authorize that activity. Irrigation of features within the right-of-way may require the Permittee to install a subsurface drain in accordance with CDOT Standard M-605-1 or other approved system. The Permittee shall contact Allyson Mattson at the Greeley Traffic Office, (970) 350-2148 to obtain the Landscaping Permit. 17. This permit is subject to revocation due to: 1) Noncompliance with the provisions of this permit; 2) Abandonment; 3) Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and/or improvements. The permittee shall promptly terminate occupancy upon notice of cancellation of the permit from the Department, unless a new permit is applied for and granted. 18. The Department inspector may suspend work due to: 1) Noncompliance with the provisions of this permit; 2) Adverse weather or traffic conditions; 3) Concurrent highway construction or maintenance in conflict with permit work; 4) Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department Inspector. 191 If necessary, minor changes, corrections, and/or additions to this permit may be ordered by the Department inspector, other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plan must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. 20. Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required design and/or material specifications. If any construction element fails within two years due to improper construction or material specifications, the permittee is responsible for all such repairs. 21. The Department retains the right to perform any necessary maintenance work in this area. 22. Routine, periodic maintenance and emergency repairs may be performed within the State Highway right-of-way, under general terms and conditions of the permit. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, will require written authorization from the Department. The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Region Office and the State Patrol shall immediately be notified of possible hazards. State Highway Access Permit Attachment to Permit No. 418077 - Additional Terms and Conditions 23. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (current edition). 24. All materials, equipment, installation, construction, and design, including the auxiliary lane(s) and intersection improvement(s) within the State Highway shall be in accordance with the following Department standard references as applicable. A. State Highway Access Code, 2 CCRS01-1 84 Roadway Design Manual C. Materials Manual D. Construction Manual E. Standard Specifications for Road and Bridge Construction, latest edition F. Standard Plans (M&S Standards) G. Manual on Uniform Traffic Control Devices (M.U.T.C.D.) for Streets and Highways and the Colorado Supplement thereto H. A Policy on Geometric Design of Highways and Streets, American Association of State Highway a n d Transportation Officials (AASHTO), latest edition 1. AASHTO Roadside Design Guide J. Institute of Transportation Engineer's Trip Generation Manual, 6th Edition Some of the reference materials listed above (A through E) may be purchased from: Colorado Department of Transportation Bid Plans Room 4201 East Arkansas Avenue Denver, CO 80222-3400 (303) 757-9313 The State Highway Access Code may be purchased from: The Public Records Corporation 1666 Lafayette Street PO Box 18186 Denver, CO 80218 (303) 832-8262 The website ite address isz www ecdot. ov 25. All workers within the State Highway right-of-way shall comply with their employer's safety and health policies/procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations — including, but not limited to, the applicable sections of 29 CFR Part 1910 — Occupational Safety and Health Standards and 29 CBE Part 1926 —Safety and Health Regulations for Construction. At a minimum, all workers in the State Highway right-of-way, except when in their vehicles, shall wear the following personal protective equipment: • Head protection that complies with the ANSI Z89.1-1997 standard; • At all construction sites or whenever there is danger of injury to feet, protective footwear that complies with the ANSI Z41-1999 standard will be worn • High visibility apparel as specified in the Traffic Control provision of this permit (at such a minimum ANSI/ISEA 1O7-1999, Class 2). State Highway Access Permit Attachment to Permit No, 418077 - Additional Terms and Conditions 5 Where any of the above referenced ANSI standards have been revised, the most recent version of the standard shall apply. 26. No work will be allowed at night, or on Saturdays, Sundays, and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 27. No construction vehicles shall be parked, or construction materials/equipment stored, on the State Highway right-of-way overnight. 28. Backing maneuvers within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of the access permit and may result in revocation of the permit by the Department and/or the issuing authority, 29. Traffic detours or lane closures will not be allowed, unless pre -approved by the Department. 30. Two-way traffic shall be maintained throughout the work area at ail times unless specific written authorization is obtained from the Department. 31. Construction traffic control devices, when not in use, shall be removed or turned away from traffic. Devices must be stored outside of the roadway clear zone per the latest AASHTO guidelines. 32. Cattle guards are not permitted in State Highway right-of-way. 33. If State Highway right-of-way fence exists or is proposed, the Permittee must contact Bruce Barnett at the Greeley Traffic Office, (970) 350-2147 prior to removal or installation. The Permittee will be required to obtain a highway right-of-way fence agreement for a special fence if the Permittee desires to remove the existing standard highway fencing in this area. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M-607-1 standard, before the fence is cut to prevent slacking of the remaining fence. All posts and wire removed shall be returned to the Department, 34. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 35. All required access improvements shall be installed prior to the herein authorized use of this access. Failure to do so will result in the appropriate legal action from the Department, up to Permit Revocation. 36. The access shall be constructed and maintained as per Exhibit "A", State Highway Access Permit Attachment to Permit No. 418077 a Additional Terms and Conditions 6 37. If necessary, the Permittee shall install a new 18 inch corrugated metal pipe and shall provide for proper side slopes. Culverts over 18 inches in diameter shall have end sections. 38. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade for a minimum of 20 feet. 39. The Permittee is required to install a tracking pad on private property to mitigate the effects of mud a n d other debris being tracked onto the State Highway system. Should debris tracking onto the highway be a problem, CDOT will contact the Permittee who shall clean the highway within 24 hours of CDOT contact. Appropriate traffic control shall be used per the M.U.T.C.D. 40. The access shall be surfaced immediately upon completion of earthwork construction and prior to use. 41. Surfacing of the access shall be completed a per Exhibit "An. 42. No paved surface shall be cut unless specified in this permit. Asphalt removal shall be saw cut to assure a straight edge for patching. Full panel concrete replacement is required for any concrete work. 43. If frost, water, or moisture is present in the subgrade, na surfacing materials shall be placed until all frost, water, or moisture is gone or removed. 44. The access shall be constructed and maintained in such a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of- way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 4S. All existing drainage structures shall be extended, modified, or upgraded as necessary, to accommodate all new construction and safety standards, in accordance to the Department's standard specifications. COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT APPLIC all ATION l� Instructions: e Contact the Colorado Department of Transportation (CDOT) or your local goverhmerrt to det ak Contact the issuing authority to determine what plans and other documents are requi red too - Complete this form (some questions may not apply to you) and attach all necessary docurri PleaSe print - Submit an application for each access affected. or type . If you have any questions contact the issuing authority. Foradditionat information see CDOT's mess Management website at hit ://www.d etats 1) Property owner (Pen IANI nittee) kik UM% 1111, tsad pica or gen or rmi Street address IL. 40 si Mailing ict addlet i3 o x 1/2 6Bo Cityr, state & zip Phone # City, state & zip *if e 96518o651 °no 137 all 31 5tititou'Lltisk Ct ilosseo Email address SWitistittittli i r9 \ % titt Esrnall aseigess iTrvallabie CM CA vi i - (h. tuta4e 3) Address 11 of property to be served by permit (required) — ii -:Thy 61: \t‘i04 Bs 1 N1/21,,fivik Ler, es065k 4) Legal county `' description of property; If subdivision within jurisdictional limits of bfock Municipality, lot city and/or County, which section one? ,,. t 5) What State Highway are you requesting access from? 6) What side o toe hi ay? ti flN S DE 7) How many feet is the proPOsed access from th nearest mile post? How many feet is the proposed access from the t C131 fi~o ii%ILJ'±D1cU no frci 8) What is the approximate li date you intend to begin construction? - trill 9) Check here if you are .re eating a: 0 new access emporary access (duration anticipated: 2s L—. vSrc_,, ) Dimprovement to4 hair a in amass use Q removal of accessQelooation� of an 10) Provide 1 existing n CIA property use 1 kttaer k WE 11) Do you have knowledge of any State Highway Dina ayes, if yes - what are the access permits serving this property, or adjacent properties permit number(s) and provide copies: in which If 12) Does the property owner own or have any interests in any adjacent property? [Jflo 0 yes, if yes - please describe; 13) Are there other existing or dedicated public streets, roads, highways or access easements bordering or within the pry Ono Dyes, if yes - list them on your plans and indicate the proposed and existing access points. 14) If you are requesting agricultural field access - how many acres will the access serve? 15} If you are requesting commercial or industrial access please indicate the business/land use square footage types and number of businEEs+ business art pr+ovi+c a 16) If you are requesting residential development type ment access, what is the type (single family, apartment, number of a nits townhouse) type and n r 17) Provide the following vehicle count estimates for vehicles that will use the ass. Leaving the prope - erti raturnjrtc di to if your counts are # of passenger care and light rn eke at peak hour tiro umes *tit mu an ak hour volumes or O averag daily volumes. a' , I I of single unit vehicles in excess of 30 ft 0 # at farm vehicles (field equipment) el _ Total S 0I COIfl Prious editions are obsolete end maw' net be used Issuing authority application acceptance date: rmine your issuing authority. submitted with your application. its and Submit ft to the issuing authority. coaistAccessPermitsfindexehbn If different from property owner) Phone # (required) 301 Eltql33 tAl itn0� la exit ilrfr strip range VV wrest cross street? O ?111 Liu 45 isting access isting access (provide detail) u have a property interest? and/ar, permit date: erty? the floor area square footage of each. i bar of units? is two counts. trucks at peak hour volumes of all vehicles square footage number of units Page i of 2 MOT Form #1137 01110 18) Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Property map indicating other access, bordering roads and sireets. b) Highway and driveway plan profile. c) Drainage plan showing impact to the highway right -of -war, d Map and letters detailing utility locations before and after development in and along the right-of-way. a) Subdivision, zoning, or development plan. f) Proposed access design. g) Parcel and ownership maps including easements. h) Traffic studies. i) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional COOT Utility/Special Use Permit offices or accessed via the COOT Planning/Construction-Environmental-Guidance webpage http://www.dotestateacomusienvironmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CF F Part 1910 S Occupational Safety and Health Standards and 29 C R Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High h visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, Aidsl/I EA 107-1999, class 2); head protection that complies with the ANSI 289,1-1997 standard; and at ail construction sites or whenever there is danger of injury to feet, workers shall comply with OSH 's PPE requirements for foot protection per 29 CFR R 1910.136, 1926195, and 1926.6. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above -referenced ANSI standards have been revised, the most recent version of the standard shall apply. - The Perrn ittee is responsible for complying with the Reprised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: chttp://www.dotstatem .usi sign upportf›, then click on Design Bulletins. if an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant or Agent for Perr•ittea signature Print name / Date If the applicant is not the owner of the property, we require their legally authorized representative (or other acceptable with this application by all owners -of -interest unless stated cases= will be listed as the perm ittee. this application also to be signed by the property owner or written evidence) . This signature shall constitute agreement in writing. If a permit is issued, the property owner, in most Property owner signartu r r l it" tidy - itifintn r Print name Date.2.47, Previous editions are obsolete end may not be used Page 2 of 2 CDOT Farrn #137 01110 USR f aMar at ll 40 1₹121P 10841h6�M�IkL D,.Ru&suc*nrcP-omit car C4VInd/pose= eft =MCC EIAPTTIi6iiWPM COMM ine> NIS0314EMl. t1C014 AtpOdi*an tetPaI„PO MO' 11 Nilflirt 1.**0.M41M.4MJDMdSSFJ'.1157171crdl34N Pen Ukmc 134CIWTio ninIONteriJ AerrPOIehtnnctell "YFti4PCSRTAANN AOCWAriiVn aitoo; Ise sin mg, . MCOWE tEWLCSOUMIle Ir R1COitRbathletic k41.3ve itaa41tlt1,ili{Dl4T11MDY1trif111r LI%4T04Pla ei rig441,4 e.A"11t{.% MO0,IIA9YCLIIOrlpf>SI!>?(Li t1rVilgAifQ 1.111 ma cfltst,IIIRDWm CMS 21, NM IWV110MW.iiC]CSt L vitjap Pi0t�1iIDmraisonir~N. SIEULSIBLIKIE 1. itl:Mii6113CILDWIDLENteuuMCOSAfrtBYttAMY ctop. Went yew tl1Sw11SRORfC IPprie. 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COMIIMll INT PAW AD a' P Caen Mt Math -rru INISaa+.tE Mae; l: mrtfIEPeas W,IPCI R1.Oi0 CLO-11X1TPICElat Ot WACOLt,.SQUATtAGVLRIL & MUM*teSWIMrEIMPTI1EMtUtEtitutm1AsTre3ttlitaaEitii011S. 1D1ikste Erizcflt,W 2iiMnaEltrsihlMtleetUni ti1Mrutra&ctosmaceTNf all umoflICLto tworf+hanot11. it nate 0O4s411tfl At1r4Min lIC013441I/UrMtIPPIELWatifi.kMaOlaralir5{ 4111 ICI LK1A81DEEr1ikat(NW PS4 JTE4S it 1-43 rA*Ismi* s+1+MK7ftSC1ieTNLIV= *NOM bBWire wrlr.n+tPeUemeimulcu4LobiHikrt t: mot: •rlt&eli RIICTOItDllalO[fSD?LANHUMQOWI=PLOCe>tiJn. * me= IHIStRarrIlcM i6WAN nit 0 u tw,lu AL IOW mectercmat*unlwmymu- Of111rfft•ealelA+ECtikel"Cl50i!-irf6104&antil a it, rtl.am•gt115ilL1eNiii314 1, am mow= 4! lURYLTro91 _ HUNT WATER , LL `GRAVEL MINE 3 SE 'SECTION 6, T3N, .R66W, OF THE 6TH PM WE LD COUNTY, COLORADO LOTA-RE3994 W. 64 =WOPMetAga teem CNCytJk0lMioriti Jt r+fC%wanwoo I1MGi1WWWtlown mega twi,* MteviaeIalum.%*Iwan ammo IRIA61tanowrY1l36senu& 110tascr mamacat iaLttruxnacltcut amafitti 40voge fatraIRCII.1?w5wb1w*lnSere ine3104.1.cix' MA?L9Cttifs4MntM10QI6E0tjwc.uann 4- SWtickle O1 rtanRttePIPOt1,1btamIrina am wits mot tstes a4 PUOIMPOIDIMERTYMltOOS 171014111ttlatinfkihmrecutratamer 33. IttlICPYMPIC. IWOOMM Mi04] ct1Wenitop 9i#4EO?Ri%nr-.t40 itIRTllfifi4YD{kMatz mtteiitctc+Ititindi3Item gnitrerum* WCF TATRELTWNatt @wenma I nurc n UMW FJJLri#Oti Ca MOM Tn. Shw+etLid UNA PROJECT LOCATION MAP =IC, 1 • - 10D0 hEfl*e PREPARED. FOR: HUNT WA i tt#. LLC 14460INCR40 RAnrinLLE, co Wm gsc new PARED BY: CIVIL RES URGES, LLC 322 sei STREET' Pte. B[MK 6aD FeEleaCK, COMM!! 8d3$a 1416 NORTH CERTIFICATION: : !Hoer COMFY THKrTEEe Fumanti THE USR mut FOR TIE HUNT WAiER,11J swat PREPJ4 ett =ER MYDIRECT SWAM OH POR 111E MEM THEREoF eY. ANDHENH. 12100eMEZ. PI DATE HUNT Ir1AT oats NSW ACCEP1AIDAPPRO+VET)'1 EPte# Meat Emma, ER% DATE AUMOTIZED TIEPREEEITTATTVE }ICAVf'4fIl11ER EI.C P LAN N IN G CO M MISSION CERTx F' 'Y.rATION T119I91DCERTIFY Tufht1 'MELD. TARTY PUNIC tGfl SiON HAS tS#'n Ras MC DOES ISM HIENDTIMEFOSE OFraouM Na MM S SVONERS,, WELD MUNW, OCLORAM rat'rprg GONFIMMTION, APPROVAL MD ADOPTIONTat 1,4E Dr MattAEAEWan &MN OCORMEO HEREON TMS DAY OFF < C!•MF, Mme}COMM1?PI.MfssCD11MIssJoM BOARD OF COUNTY COMMISSIONERS CERTIFICATION: Tics 15To Cain MAT The E M.CD OF °UMWC }MId1.45tOM6R5, wax' Cvifvrt*=L UDO DOES REAEiY'COMM ANO ADOPT'O S USE If SPEC1 l 4MOON OD Want MIT rmPAIIDr At qi ARD OESCPJBEDNBRUMTH!'I_OATOF,,�_ ,ap Y . - OMNI, BOARD OF EO(1rin cqt $*OM ATTEST: WOO COUNTY CLERK TOMEDO DEPtilY CLEAN NO THE bOARa a PROPERTY OWNER'S APPROVAL: THE MOMMO) HAM PROPERTY D'Ir ERE} DU KW? /CM ID THE maw usF ev non Won DEVELO Mair STAN DAMS A,SDE ITESED MECI 1 THIS DAV tWMaw EtamTURE (flEtw41D} REVEI0MS 1 -1-77 M1 R-ES'%URCE ,, IL M8 9TA 5TRCEt P.O. Boot FM 1.A SETE SPECIFIC DEUELGPMENT PLAN NC SPECIAL REVIEW PERMIT,HSR1T-BfiS4 FOR MINERAL RESOURCE DEVELOPMENT INCLUDNG OPEN PIT LmNITIO CEIAND4,°TAVEL AND 3Q_THE PIROPERry OwAER DR OPERATOR SMALL BE RE$PONEME FOR COMPLYING WITH ALL OF THE FOREGOINI3 DEVELOPMENT STANDARDS. NOMIONIFILIANCE WrIti ANY ER€DERIa,cos ago STONE]IN THE A HA ORIII3.k.TLlta.+ILI+ Dings= DI1 AS INDICATED IN THE APPUCATIOAZ MATERIALS ON FILE AND SUBJECT 1°THE DEVaoPIAENT STANDARDS STATED HEREON. OF THE FORMING DE4ELGINIEHT'STANDARDS PAW BE REASON FOR REVOCATION OF THE PERMITB THE UN Y WARD OF COUNTY CO MS9OMEiRE,IDEPARTMEF T OF 2(T3.elk'A ilil Ln PAsZTMEIaIXPLANNING%RACES)HEREON. SSEMVICES) MPMAYY URc ES.COM 2.APPROVAL OP MS PLAN MAY CREATE A VESTED PROPERTY PlICA4T PURSUANT TO SECTION 23.340 OF THE+ flO COUNTY Cam,IC EPPARTI EM'F OF P•LANNING SER ICES) W.R1C14It-74 EKTRACT MINERAL RESOURCES STATEMENT! Mao coLR tTY tsA,8 mow op THE MOST ABUNDANT mina RA E$.INCUUQIIJt Bur nor UMiITED Tres S,vc. ' 3.ALL'MUM AND I;QUO WASTES{AS DEFINED IN THE SOLID WASTES DIES SAL SITES AND tAGLITEs ACT,3D so 1QQ.51 Ct.R$,,,AS AIDE NDE)J SHALL 8E STORED MO REMOVED AND GRAM_CML,HRIMM GAS,AND COAL UNGEft TITLE as'Or 4E C,RRAIXt REMISED STATUTES,MI ER&R9 ARE VITAL RESOURCES BECAUSE(A)THE STATE'S FOR FINAL DISPOSAL INA MANNER THAT FRCITECTS IIILGAINET$ GFAZEMDGROLINDWATERCCINTAMIMATICN, LC PAIRTILEILT OF PUBLIC HEALTH AND ENYQ C$PIENTI CtMMHF104AL MINERAL DEPOSITS.fI ESSENTIAL Tol *STATE'$ECON[MAY',IIBJTHEPOPULOUS CCUNTIESOP THE STATE FACE ACflt11CALStIORTNIEOF SUCH 4. NO PERIiAI+IEHT E15PO5AL OF*AST7E`$StAILL BE PERMITTED AT THIS SITE. THIS IS NOT MEANT Tip ireoLuDE THOSE M44STES SPECIFICALLY EICOJJOED ERCW THE DOTS:ME 4C}SLJC'1I DEPOSITS SH81JL D BE EX1-RACF CI iloCOnonhe TO A RATIOtJAL Pt AN.CALM LAIR)TO Al OD WASTE QF IA=DEPOSITS NC CAUSE THE LEAST CEVIMTIOht CC A SOLID WASTE IN THE.SOLO WASTES EXSPOSAJL SITES AND FACILITIES ACT,31]201Db.$,CR. AS AMENDED.(DEPARTMENT OF PUBLIC HEALTH AND PliACTICA&E DISRUPTION OF THE E OLCSY ANDDUALITY CIF LIFE OF THe'CRIZENS OF TIE POPULOUS COUNTES QF THE STATE. MINERAL RESOURCE LOCATION:9 JOE ENVIRONMENT). WIDESPREAD THROLIGHDuT Thig musty Arc PERSON MOVING 114113 THESEAREAS MUST REIXIMMZE THE ARMSIsAPACTS,ASSOCIi1'EDWTHTIILSDE5IELC$'MENY. OFTEN S.WASTE iAATE HALL JytuaI*HANDLED.$TOFIEiD.AND CIISPOSEtH IN A.MANNER TWO'CON'TR=s'IJOITAJE MST.POSITIVE PARTICULATE EMISSIONS,BLrmI► S DEBRIS.,AND TIMES,MINERAL RESOUFK.E SITES ME EWE°T4 THEIR GEOGRAPHICAL.AND GEOPHYSICAL LOCATIONS MORECD'A 'THESE RESOURCES ME PROTECTED FROFERTY wafts IRHIT WILTi'!t, IlC OTHER POTENTIAL NUISANCE C()1DiTKDN9. THE FAACILiTY SWILL O ERATE IN A T.CDR1]ANCE HwtTH'HAPTER 1AI.ARTICLE 101E THE Wan COUNTY COD. cCIEPNRTMENT I0F AND M1hERALIDANIERS SHWA BE AFFILIFIDEUTtIE OPPORTUNITY TO EXTRACT THE MWNIERAL RESOURCE_ PUBLIC HEALTH AND ENV1RUNMFNT) 33.Vet?GOUMTY'S RIGHT TO FARM:" iP>'Ei,D EM Y IS ONE OF THE MOST PRCOUCI LYE AGRICULTURAL COUNTIES IN TWE Ut'RT O STATES.TYPICALLY RANKING UV THE TOP Jaen•a EL FLJI:MVE DUST SHOULD AT'TELIPTTO BE CONF NE°CMITHE PROPERTY. USES C7ht THE PFDDFERTY SHOULD CAN4PLY vim THE COLORADO AIR DUALITY H70iLihBSKOIII S AIR 'TEN COUNTIES iN THE COUNTRY IMT{D'TAL Aim:tmE=t'MA E OF AGII OUT RAL PROMOTE SOLD. THE RURAL AREAL cc War mum go BE:opEN A gs SPHtICFOLta,BLIT They 'tAr revewE coanesi CUALi1Y REGULATIONS. 'IMPARTMENT OFKRIMFCALTHANDENVIRONMENT) NEINTENS1VELYIJSE)RIRAGRfCULTURE. PERSONS MOVING INTOARURAI.AREAMUSTREOOSM$2EARD PTT -,REAREDRAWBACKS, INCLUDINGCONFLICTSWITH rJe53K1ra T,THE EF'AttCIUT T SHALL ADHERE TO THE LAAit><JlVW PERMISSIBLE NOISE.LEV 15 ALLOWED IN THE INDUSTRIAL WME AS DELINEATED IN 2512 WS 0.RR ODEPARTILIENT CIF(PUBLIC LONG-STANDING AORIOATURAIL PRAOTIOESANO A WI Eiq LEVEL OP SERVICES THAN IN 705Th_ ALONG V ITTH THE ORAWSRCttS COt•IE THE PICENITIVES WICHi A TtftACTONSINtSt HEALTH AND ENViRQIIM!'ENF) URBAN D1AELta4TO RSA: %TEE TO iRuRALAREC: OPEPIVEWS.SFAOOIJStES5s,4IRLIDL$R`,LA(3t TY'Noss AtNWCCNCEST1OH,AINCTHE RURAL ATMOSPHERE AND my A. THE OPERATION SHALL REMOVE. HANDLE, AND STOCKPILE OvERBUFthed.SIDIL.SAND AND GRAVEL FROM THE FACILITY AREA IN A mikAI AER THAT I'REvEN1T8 NCASA4NHGE OF LIFE INTHHiOLI T NEKLHE04111nEL FARMS,11EOSE FEATURES WHICHATTRACT LIIMA.NF DWELLERS TO-AL INELTD COUNTY 11YOULOOLI C',Ia.Y BE CONE FOREVER, GOINOrr t y s.{DEPARTMENT OF PUBLIC HEALTH AND EI MM ON1ME3FTj V. PORTABLE TQLEWS Nil BOTTLED WATER AREACCEPTA BLE RD FIRCAAER CEASING RIND SANITARY SERVICES TO THE SITE,RECORDS OF MAI TatMANDE.IAND PROPER AGRIOULl'taiAILLIS *FIRE LAND SHOUUD NOT B'E'EXPECTED TO CHARGE THEIR LONGESTAIBUTO ED ICI A.TLJR L PRACTICES TO ACCOMMODATE THE 1WTRUSiO1M19 ELF DISPOSAL FOR PORTA PEE,TOILETS SHAD.BE RETOOLED OR A QUARTIERLY BASIS AND AVAILABLE FOR REVIEW BY THE IMO(COUNTY DEP'ATITMAENTOF PUBLIC HEALTH MD URBAN OSERRINTO A RURAL MET. WELL-RUN AAGRIO LTURItL A CTFACTIES WU_GENERATE OFF EIMFAQT$. INcLuciND Now mom TRAMGTt7F2S AND EcurpmEr T; ENVIRONMENT. PORTABLE TOILETS SHALL BE SERVI;EU BY A CLEANER LICENSED IN WELOCCOUMr Y AMID SHA11 COWAN HAND SAMITiLZERB. (DEPARTMENT OF PUNK SLo1MA11 OVING FARM YEHIOLEsS OW RURAL ROAM OUST may ANIMAL MIS,FIELD WORK WIVES AND GRAVEL ROADS: C CKIR FROM ANIMAL COidFdSIENT,' E Joe Ll.l HEALTH AND ENVIRONMENT) MAMA1F %ONE FROM DITCH BURNING;EWES ANDVC5t71RTCES;MUIlaT11MIELAN[ TRAPPISG ACTIVIT E'$.9100Tit=SPORTS.LEGAL WAG OF'NUISANCE IMUILFET,AND TIE Z 'H0.THE OPERATION SHALL COMPLY OATH ALL APPOICAELLE RULEg s IND REGIAA,TION6 OF THE COLORADO DIVISION OF RE C ALAATioN mitint4G AND Swot(DEPARTMENT OF 1 ECRESTIODES.A► D MAMMAS iN THE MELDS,Mumma THE USE OF Mink SPRAYING., IT 1S GoMmoN pRAGIKE FoR.AGRICULTURAL month:E a TQ max AN kit PUBLIC HEALTH MO ENVIRONMENT) ACOUITLILATICIPIDF AGRIC71JLTURA .MLIr1GHNERY MO S'UPPLIE'S IDAMIST Vii THEIR AGRICULTURAL OPERATIONS. A CONCENTRATIONOF MISCELLANEOUS AGRICUL"TURU L 11.TFE OPERATION SHALL COMPLY 1M171 THE MIME WET?AND HEALTH ACT(MStfA). (DEPARTMENT NT OF Nate'HEALTH AND E1d1Ai9ONIEG T) MMATEHCALS OFTEN FRODMas A VISSIAL DISPARITY BBTWEISNL RURAL Aro warms s AREAS co Tl1E G?QUht'T'1'. seam 3S3.Q-I n,C.RS,PRomos THAT AN AuRiGLIL.TURAL, J 12.THE FACILITY SHALL N TrIFYINE COUNTY OF ANY REVOCATION ARDOR SUSPENSION OF ANY STATE ISSUED PERMIT. XEPATI ME'NT Of PE3em HEALTH ANT} OPERATION SHALL NOT BE FOUNaTO BCE A PIE3LIC OR PRIVAYE NOSANCE FF THE AGRICULTURAL LTURAL OPERATION ALLEGED 110 BE A►torincE 1:ur'LC> s KET41t os i3MR FRAGTTCLs I,L,I ENUIROt'MEIEM'TF THAT ME COMMONLY OR IIEASOPMSL.Y ASSISTED WEN A BICULTU1$LI4I000CTIOIL > 0 a THE APPLICANT SHILL NOTIFY THE MINTY UPON RECEIPT OF ANY aJMPUA4WOE ADVISORY OR°TIMER i4OTTCE OF NCINCOMPLIANCE CIFAM STATEE ISsU g Pm7T.AND OF THE OUTCOME OR DISPOSITION OF ANY SUCH COMPLIANCE ALAASCRY OR OTNER NOTICE OF NIOMODNEUANCE. 'IMPARTMENTOF PUBLIC WEALTH AND eiviP,ONfA1ero WATER RAS BEEN,AND CONTNE''S?Ud MINE LaINE FOR THE AGRICULTURAL L COMmUNTi'Y. IT IS UNREAM-ISTIG'TO ASSUME"MAST DITCHES ADO RESERVOIRS MAY SIMPLY P- 14.THE OPERATION SIWL COMPLY W:TNALL APPLICABLE IRA'S AND IIIPEU R, IONS OP STATE AND FEDERRAL.AGENOES AND THE 111ELUb CtfluTV ears I;PEIA RTNENToF Be MORO'OITT MITE WAY"OF REEDENT4IL DEVELQPi ETIT, WHEN MA DV iP13 TO THE COMM,.PROPERTY OWNERS LINO amens mum-REALEETEY Gown TAKE C PUBLIC HEALTH AND ENVIRONMENT): WOVE FROM IRRIGATION CRONES,,tsiy,Oft OTHER STRUCTURES,.UNLESS T 1LtHEY PIAVE AN A TEO RIGHT T TER. t 'TOME WATER. 15.THE HISTORICAL F't 4YUV PATTERNS NS ANID RUNOFF (AMOUNTS ON THE ERE WU et MAIKT'Al11VED. (DEHi�1M,R'itJENT OE;commie S 'ICES-ENGINEER) J 13.'WELD OT LMMT IS ROT RESPONSBILE COFI THE WRUNTEIRAIRCE OF ONSiTE DERAANAAGE'RELATED FEATURES. IDEFARTHIENT CrF palm somas.ENGINEER] WELD COUNTY CONER9 A LAII IOAREA OF APPF{DlKtMATELY FOUR THOUSAHD(4,000)SQUARE LINES IN S1iL CAE TteE SIZE OF THE STATE OF 11C-LA MMRER MEM MORE E THAN U n A( 17.A FLOOD HAZARD DEVELOPMENT PERMIT LS PE O UiRE I FUR,ALL CONSTRUCTION C1R DEVELOPMENT OCCURRING IN THE;F OODFLnN( A D F1DW P t AS DELINEATED 'THREE REE T 4QUSAIC EVEN HIJAIDRED RUM MILES OF STATE AND COUNTY ROAMS OUTSIDE OF IMU1* P;ML11iES. THE WEER MAGIRITUDE OF THE AREA ID BE SERVE( CI FEDERAL ENERCREt 'Y'ARTNAGEMENrat4ENCY kFERIAI MIA COREATINFOr PANEL MAN'IEFTI$30-TREE EFFECTIVE Mit Jf 5GIUARr 212018(CACHE LA POUDRE FGCSDL]cuusj. 3 TRETCHESAVA ILA( LE RESOURCES, L.LWEL+FORS EMEVT 1S BASED ON RESPONSES TO OOMPOIOLTS MORE THAN ON PATROLS OF THE COUNTY,MOUE iil'$'TANCE8 VIHFCM ANY EIEVELOPMENT SHALL COMPLY WITH ALL APPUCABLE WELD COUNTY REQUIREMENTS, CIOLORPALUWATER CONSERVATION BOARO REQUIREMENTS AS $C1ZS D IN MUST BE-TRAVELED MAY DELAY ALL.EMERGENCY RESPONSES. IHOLLIIJIW'3 LAVE'EINFCRCEN ENT.AMBLTl.A1dCE,AND FIRE FIRE PROTECTION IS US1.TAHJ.Y PRo1$OETJ 5? ' -J (RULES ANDD REGULATIONS FOR Rett1LJMTORY'PiA00PLAr11N5 W ODIORADD.AND FEMA REGULATIONSAM AID REQUIREMENTS AS DESCRIBED IN AM L'FR PMTS Mt AL ANDRA. THE vOUJNTEERS M HI)MET' THEIR Jam AND FA MILIESTO NIKEO EmEnEI CIF,B, COUNTY NO MATTER NOW OFTEN THEY ARE ,mi.No r W FEM&VEFHNITiON OF OeVaotIMIENT IS ANY MAMMA DE C1 ANOE TO IMPROVED OEx IPIlMPROVED REAL.ESTATE,TINSELING BUT PLOT LIMITED TD bUED LHCs OR Q'1HEA PiRQUEDE THESAME MHO DF SURFACE EXPECTE )FROM A 9AVECI ROAD. E t+Iotu RHsoMiA.L rwia tR E$MEAN THAT ROAD 3 FROM SUBEM KTtiSS TIT J51RT$IRE L$MARY NOT eg }- W 19iTfRUCTUIRES.MIMING.DREDGING,FILLING,GRADING, PAVING, EXCAVATION, TOLLING OPERATION& OR STORAGE OF EDURPMENT AND MATERIALS,IDEPAIRTIMENT CF CLEARED FORSEVERALGAYS AFTER AI,MA oR gmaIAISTORMI. SERVICES IiN RIIURALA4REAS.FN MANY CASES,WILL NOT BE EGUIVAtiLENT TO M NICMPAL SERwOES. RURAL 4{[ PLANNING SERVICES-FLOCOPUUH} DWELLERS MUST,BYNECEssrre. BE NICiRE SELF.AUFFotENT Timm URLIANwawa IS.PEWS FLOODPLAIN DCMJl t]F$aIES MAY BE LUPD11PItE DAT ANY TPIE iLY FEVA.. PRIOR TO THE START OF ANY DEVELOPMENT ACIMI1ES, DIE DARER SHOULD CONTACTS. WELD Doot41 Y TD'DETERMINE IF THE ROMPLAIDd ROLi'IOAIRIIS HAVE BEEN KUOPEC. (OEPATRTL1ENT OF MANNING sE +ICES=FR.UGIOPLAIN) PEOPLE ARE-EXPOSED TO DIFFERENT WAZIIRVS IN THE COUNTY THAN IN AN URBAN OR SUSURBOll SETTING- FARM EQUIPMENT AND OIL FIELD EQUIPNEMt',PONDS AND 4— It LIGHTING ON Tfr E trE SHALL BE GESIC3NED Eft THAT THE LIGHTING IA111.1.NOT AD' EtRSELY AFFECT SURROUNDING'FtRopertir omuttiERs.tDEPARTMENT OF PLANNING IRFUGATFON DITCHES, El ECTRICAU POWER RN PUMPS AND CENTER PIVOT OPERATIONS. Raft SPEED TRAFFIC.SAS BARS, P'UNC-R.IRE WES.TERRITORIAL PANE DOGS AMI Z'" SERVICES), LIVESTOCK Nit OPEN 9URt NS PRESS REM.TtHREATs. CONTROLLING CHIMERS ACTIVITIES IS IMPORTANT, NOT ONLY FOR THEIR'SAFETY. BUT ALSO FOR THE 20 SOURCES OF LIGHT SHALL BE SH'IRJ oRk 8D THAT BEANS Vs RAYS OF LIGHT WILL PIDITSHINEOIRECIY ONTO ATAJAC9IT Pt4Oi'tM rIES,scofcces OF LIGHT SHOULD Now PROTECTION OF THE WARMER''St waitio w. r CAUSE)NUISANCE OR INTERFERE maw THE,LEE ON THE AENACENT PROPERTIES Di ACCORDANCE OATH THE MAP_NEITHER lit DIRECT.NOR REFLECTED. LIGHT FROM ANY LIGHT SOIRCE MAY CREATE A'TRAFFIC HARD TO OPERAJOPS of MOTOR MEMOS S ON PUBLIC OR PRI+AATE STREETS. NO MEMO UGHTS MAY BE USED MICH MAY BE. CONFUTE0 TAATTH,OR ommiTI UEo AS,MO ND cooITUOL DEVICES.(DEPARTMENT(W MANNING SERvI ' .} 21.SECTION P3-4-29oB OF 111E WELD COUNTY CODE LIMITS THE MGRS OF OPERATION 1108 SANDA ND GRAVEL(*ERATO=to THE PUJBS CF(HAY LIGHT EXCEPT iM THE CASE CF Fiat OR MATE EMERGENCY OR TO MAKE NECESSARY REPAIRS TO EOSVD1T HOURS OF OPERATION w V HE E1CiENLIEID was SPECIFIC PIERIAISSION mom THE'W Ei.DEf 7UNTY gOM4)OF COUNTY COIAMISSIONERS.THIS RESTACR N SFV4J.MDTA por it Ct si*T ost oF AOMiITISTRATi4E AND EXECUTIVE OFFICES OR REPAIR A14) Itt MAASS MAINTIEDIAMDE FACILITIES LOCATED ON THE PROPERTY. SARTMEkf OF PLANNING SERVICE% ;rx- - lifinge.._ r. EJtI$1'1NO VQ$TAIION A�tyO RQL/JC COVER ALONG FILMIC ROAD FRONTAGE N t. V$tAtt+AGE WHYS SHALL BE PRESERVED, MAINTAINED,AND SUPPLEMENTER,IF _- — _- NICE SSAPY, THE DEPTH OF THE SETBACK IN OtR RTD PROTECT AGAINST MOOR sELtut E Nome, DUST,AND EROSION. tVEPAMRTMIENT OF PLANNING SER4nCE, M 23. _ - _ Z REWISIONIS AS APPSaONIC4T$r*THE{ LCRADO DIMON a'RECLAMATION""LUNINIGANDSAFETY, MAY,AS DETERMINED ST WIELD COUNTY'STAFF ADMIRE AN AMEIXIMEDITTO THE MR PERMIT(DEPARTMahlhr OF PLANNING SEftlCt8 24.THE PROPERTY OWNER SHALL CONTROL NOXI US YWEEVB ON THE SITE(DEPARTMENT OF PUMEMO WORDS]) - OF OWNER 25 BUILD NGS,ECLIIR !ldtARRO T�TURESEMILL.�MTOTKERECOUI RENEWS OFTHE. VM UX1S-CODE$,aDOPTEDATTIETIMMECFFERMITA4f'P�LJCATIONL - - CURRENTLY THE FOLLOw14NG!'OAS BEEN ADOPTED E't'WELD COUNTY!2012 INTERNATIONAL WADING COW 7m 2 PWFE INATAQNLAL NAECPIAHIC:AL CODE 2012 INTEANLATIOHAL _itti so PLUMBING COOL'201'>IF INTERNATIONAL ENERGY CODE:30121 NTEldNATtOWALL FUEL.OAS 000E; Anal HATlQrtA.1,E EC'TRPCAL 000E:no Al t 117.1 ACEGESSED.ETW cow Amu CHARTER 29 OF TIE SD COUNTY (DEPARTMENT OF BUILDING INSPECTION) a. ELIDING PERMS ISSUE:111 I1"ME PARS L(B!WILL BE REouTIiEDTOADHERE TO THE FEE STRUCTURE OF THE COLROY.-witE RGAD IMIMtc 'FEE P9QGRAM AND THE GOUPCY FACILITY FEE Ahm DRAINAGE.IMPACT FEE PRoeR it{DEPARTMENT OF PLANNING SERVICES) N 27.THE NUMBER OF EMPLOYEESASSCOATED irMIA L THE DAILY A PEFLtATIONS OF MINING AND PROCESSING OPERA-301s*5 LSI TEE,we Fuso1LS PEJL SHIT. (DEPARTUEM OF PUOININGSERVICES) If 2a ALL SIGNS SHALL ADHERE TO CHATTER23,,ARTICLE W. IVASI UII 2 AND APPENDICES 23C 234 NO 23E OF THE MELD C`.t'ttltt'Y't3(DE. (DEPARTMENT Of PCAIIPUN r SEPvOEsl 160 S.THE PROPERTY DINNER OR CJPEflA' on SHALL pecRA CE WRITTEN AviDENCE CC AN APPROVED EMERGENCY ACTON AND SAFETY PLAN ON OR BEFORE PARCH 1 STH OF ill !P(O WEN TEAR SIGNET)BY REPRESENTATIVES RJR THE ME 01STHtOT AND THE WELOODITN11Y OFFICE OF EMERGENCY'MA NAG( P1 T TV THE'DEPAIETNEMT OP PLANNING I SSERVILES. IMPAIRMENT OF PANiV;ING SEi1AOE$} SOL THE PRDPIDITY OWNER OR OPERATOR SPVILL BE RESPONSIBLE FOR COMPLYING WITH THE tCLESK A irtANUARDS CF seam 23.2440 OF nit nELD OtRipaY react 3t. THE PROF'ERlYOWtEROROPERATOR SHALL HE RtSPUNSIBLE FOR COMPLYING WITH T OPERATION SWIM=OFSECTION'23-2.2 0CF THE TMELD COMFY CODE. a.Aoa.par, ans I 3L THE PROPERTY OMAdER OR°K RA MER WALL BE FtEBPOiIISIELE FOR COMPLYING MTH THiE C4psJ N1itaiura$TA3'1tAMEL)S OF SECTIOW 23-4-2f4 wan ofluilrty (ajvE. 33, amkamum re yairt .+e 1c1n T NECESSARY PERSONNEL FROM THE WED COUNTY DEPARTMENTS OF PLANNING*MACES.PUBLIC WORMS,ANTDPC9LIC HEALTH AND$HVIROMMEMT slim,eeGRANTED C .20AIIIIII. ea I ACCESS ONTO THE PROPERTY AT ANY REASONABLE nye IN ORDER TO EsM,'911JE TNGII1lemmas EAt1 S Own OUT°N THE PROPERTY COMPLY Tent THE COPOITi1C IMS or MI not: �iE&irs APP-OVAL MIlD DEVELOPMENT STANDARDS STATE(HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS,{DEPARTMENT OF PLANNING s rwrc ',y -1 34.11 SPECIAL REVIEW AREA SHALL BE CARTED TO THE PL A J413 SWAN HEREON AND GOVERNED RNED BY THE FOREGO( 4O STANDARDS AND ALL APP via L.DCO 1MI R — REGULATIONS. SLIT STATIT'W- CHANGES FROM THE MANS OR DEVEU PILFIET STANDARDS AS SIIDIN a OR STATED(HALL REWIRE THE APPROVAL CF ATN ANENDMENTd7F'THE C_, PERVIT BY WE WELD CX)VMIY SONIC Cr COUNTY CCIILMISSHCNERs REFS $4IO l a-IANoER FROM THE PLANS OR DEVELOPMENT STANDARDS 8 ARE PERMITTED.. Ah W COPIER �t C Es. $ a IN ACCORDANCE WITH INmilOgs sights BE HLEO OFFICE23-2�Q0 OF TOM W t.°COUNTY CODE.IFTTI ARTMENT OF PIANNWO E 9E BY SPECIAL REVIEW t S LICIT H.'X**EHC€O i•T ON T}E DATE OF APPROVAL OR IS DEVELOPMENT TR'IUI3I FUR A PERO°DP THREE I COi'1 1TWE'I'EARS, iTSPIN.L 9E PRESUMED INACTIVE. THE $H*ALL MIITI4TE AN AolioSTRATTmE HEARING TQ DERIMIET{iER TO GRANT AN EXTENSION CIF TIME TO COMMENCE THE UBE OR REVOKE THE USE By SPEwAL 8EUFEw. IFTHE USE By 5P€CiAL REVIEW is pc1Al Nak R i •Ann('C 5 SMALL SE NECESSARYTO FO11GWTHE Pi4:OCEnuRPS NdLa REQUIREMENTS Or MOON 4 OF THE MflTJ ZYJtiNTT coDE IN ORDER To 4REESTABUSH ANitr Lisa BY SPEC t NEW E1Ne IMPARTMENT"OF PLAN HING SERVICES} _ I 2 2 AFFECICOJ LAMS: HUNT CUM Y A HUNT KAMM J• kw/NW' Wilton. PODS t ncCLss awes lain. PEflS AA irl i 11[itL FLGQ0FU1M INFO: tweaked* krat SITE IS LQCJ'iIEU 0411E OF TH[ t14417p1,Mf1 LX!!MUi Yt& IAUON: _ wuctsituRm. F"1,/.• Loa SIY INFO: Paint Commas LIZ t4 W ItTII CAM! AVELIMETOII• cti -r10•251.41,36 . �APPLIIICAN1: a EN ■'flab 1, LLC l+146 `Y¢t 44 Fra‘ ME, CC. 24451 O .'r O Misr atnOVP, M ar ru®A arrs.aaa-I. �,.. i...amama rialto •...---- C.VIAVIt RESCClrta_ s ND,' .LUE TOR 5�*: Y IN. ON. Gat 'QMIH Naar�. MOt % UNPLIANCE a• pc rant:maitre ran, OF aIYY tierrc PPS 'CE RierAiw or Oat. 4E:s luriaaa, iSt W' apwrarincr4 1111 JSSrnAY amain. e!,STOT 1L i ae' TIC 0114SON Or eal. uMias iaa e MU :Oars rNF LT1 CF A'L ; r,-kil&S TO 90 MINING 412 ftC'..Mften Ptau+i MOWS mtirji►i. %Pr.s ANNO F':£ Iv_enn AI. ;ninon! Atari rrnEHt'.A NT narLTF ya AS M11, 2531ti11' rr:Mdiac+itiUY iii I.JFE QP tfm uric 2iFt3.;c7LATE NFU WCGLQT)UUN. tiSir. LILC EtJtsu iru PUS MAD MME, RafSOENCE 8(ALOikO fy_EIMING, .!MS rS1 P4tE etlg n t 5iUHACE Jk CARADE WSJ3re(2 Qty OURt?atrfitii Qar11EEJ Br Lye ❑W? Qt. t GAS FACUTES SUFACt110146 7ME: SITE 4AJYAcAR1m) reft 25.$ 6 Paw (ken mom auEatt was) nSpoi of LS Men RAit. fGAO {MOO Ph{7FTEj MINX. G$$ VLc �hshiE iRRiGA71Uf+ APPuitlikinscus Oarewa *ii LOWD Men -7ailEALf POSER ME {f1ORif1, SCUt1{. EAST a ,ctsr anusruR'.' 'arsa KW LINE (P*lrA 34.4 MI. iC*D —Y'JI+ 011AO S3'-D-auL1EC ailO{1&E./A1t 3d• -6A iDU, MAD litIDT-140ler ttA}Yd MIY.0) a-4 CL NEC OICRR-MC t/AkA6raCO 24-6 11140 Castle Imptig-msocapinAima4c0 3-6 (bar) vas HEAD {k'EAR-1EE ICOf#NAOARxrg ELEPPIO0C, 71 EST. SCJTH AND Or HWY !S {a itlRY uNK ) saJl:PHONESKIE7R IlY RM. POP0l ROY. asi SUE D.EWL 3 tINFA Mt.ATIP.MIt) MAP LEGEND: (M) LEAVES NEkl3J9E5 fi6AFING ;WIMP C4STANCE (RI LENCI_s FtF3C sc QEARfiQ ANZ/OR Ct51ANEE la St 24' fl IRMAn 8 tat: Ci.hi+:1C CW 'PGI(ti mane 'S • • t AM db J—i ?JAIL b l 4ASY tt134 saw iratitv) Gae f'i?JriD C+IASELLO CROSS it OA x trJ<Jfnn plaits if OsSat remsm ItCM Mit 'aim NEE ill LIaltrardit rat mart --- +- -a....aa.q—ra. saw f -d nar flNt* am6RNp ran Mir• Agar .t UfdrMAi0Af .� r0a.e.er a+ir Jt ,artrw tort JDYY.J9�1C 0 ti gleirlarallop.sel r�tal.fr arresuicastarturfiren. Mr art —4 NY — iaz ' r_ y 07.E OC,p J M all , ay int ,in. at was Set attar t 4 DC Clritte. *ti rut an re sarong nitre artltilta ear a rtufrac stiff ad- Sol yank .: feet ratio' Dann aa -sow .11 a , a1101catrr Aorta,' MOW' sirJo- Mats is Rtrmissy r r e. V Iai I lStRieglios a•laly viii iii wk>•t14 A0e.C Ar comer f it 714 •r► Ara• rinsea1Q1A+t over SLc't(Iil1 IMrsE RAFCE LINE F 1IPZ$RYUnit ADJMCE T [tweJtt( LINE EASZMEla LIME FENA NC 01UCII[Ut tAt WILIER tJ S10064 we a 141ANT LINE IRAT.RtIAt Lflf( GJL5 trite ELECTRIC LINE {LIMERI'r 10100) ELECTRIC 1•prE ODI IhtEAF1) Insutlsr:A'7P71t SPit ABER OM Lot tx9CftJ.0CilU5,AISIANQNM UJ'1E UkralF ocitot R MIME f_orfX,Mt ram mit Abdo s' wry ao w� ear a.er +I. .as. ar.i r. •.s`atc amt reef f 1 - . '"`e'IRi ants&.r• Pl 1.' i 4 i r ti f • asset tar Orel! Sint rl, •'IL .+�i' , a'r :.�441•"5y(JysT,st-„orrr7allg::SL.:Cir. . as so ~IA"thF4f?itir 164....i•y Rftt ;rj+r^ta rt�l'mrInNr`rrr : te.— • • ' �-- r an a.sr .� Nxi ar .a+.r Noerrr d MJ JtVeltrt++ft1 da•,ftin- $ Nac APte * oar aaa flat ,. PLR Am Slaw 3 flat"? —masts_-I nna'r.aor NM rat t NY trace k .. . ai!ak it no tun 1 wn8 adiP - a�.asv�j_ ..: o. ' a ea arse r‘r ` ' - - - -----. w..'a. .waiar �_ -. ... -.anal _.rte_ •'-- Wd ' atarmaripe _ .••_et F „�� ati404 rag eat a /t Olaf r J aatf it at Sr a ACIPiCso AOC car witty tit` POW KW 1 MITAILICA slilm' )g Al es a ass guarada nit war >> _ flit _soli a a\ JrieL nra s of a Pet elnapJ le MLA ~Ltd +rrRIC MIS Para OMR OW Ott NSW :uiilWr ire al- riart . I t i I • • prams • Olken LW CM4RTE•JIQ'-Ya' Wit i own liw a 1 OAJIrJratet rrr 5 _'t TJ1• lMCC re arm ; aft Se Jj-flirr • k 7 f I gw s r►1a r parr' lies i I `-5l r. •S r<• r Mee 4.11V ar I - • y I _t• a rrAW , .. • d+'' % • r frei • s` Al +Ob e�, • 44744,-. r�r, `i J•~ JJ L jog '-:r''l' r .1:'l, Art le es I ▪ tie :IIIICair �!�,�n WC �Q�I' a r,,��II[{ r't'• a . • l ¢ r „-r, 5. Ott • 1F"y' •f11. t sell.— f • J Jr (sr t N•` �Jirr.T lf1' Amor . aro • fed' +era- - _ + k ✓ tr0211111 Mal ..n.-- I• ..r,. •_•-• r. '•tit feel -' s--•,, •. ,i ,r.; - / . JrorA �- • f - r"rare • a I �. r • -1 - tens" • a Y. ••• •writ” emceesJ. Assn ;emus ogass: ear ere -P. r, •'r - - •--in ;.• l f at, Naar* Nur Cr rot its altar r �.r- Mat SIC JVIa marry et 4.1 -sat at a tarot' dart" 5- Arne SIONNatalr a r®°`' islirirc Inn anrear, a .ni' WiNP Wit. alre LB•l.afl' Jh! iA4L I +r l - at* i *W IL D *. assmaIrirat L .Mparp tiAr=retry L mega rat raret7r as • to* ,sr - - sat =re %r/ -arrr a'MOSS" l r we • ONhr MOO Sate Friersiur -ma samara ow irlima I • mar ea JI; -e aw ti red a- /r — ar away II I :1 1t tar 'reign Ifo snc a�'.grrwd aa•La airStifili A1eit 0 tee sea as a' sr +taiiusrca-w _s —t --rear. • tea' stes•em art A+'ARP nal •. r `t r !ye@t r M JAW 11111 .I • ... car* tafeh Naar and • =rat as ++atr■ err mar San fAidMww, } -r• Eat fTJ/Itl---- ▪ r- ' r an eat I I 01 I ts tar arm agent' gaaN4rnP RC `} .9" .01103RYra�s -7 y at - 1 An MOW a'aw An AMP On imiCe- JEW meg go ,.. — a ae a r aea ela a a i we as kti 1 rr len ..aa nat. r CIVIL RESIIIIRAMS, LE 323 55i s-Trir±:, kU. Ws LSD Feetift• C4180F3C 33Oa1.ltt.E {� AI.,yC33.14l6 / � .I..l•+M t -*$T WATER, La Vat WA a0 rurYrt3nv.g, SRr Mai wSbl Qrt} argrInTt as dli -J J � is Pau I+ . WW1* egr it_ sottimun CTICCOrritt: 142, IcliC EXISTING CiNDMONS gainl,MdN INFO: FLOOLIFLem ttrtlo. SHE IS LOCATED =MME TIC TLOOdplai E]OSJING VEGETATION:. 0t VP REM CARL AVE11111TDH, CC lair f6-35&4CA rnvra5RPa.ca0nn APPUC:A2ff MRWA ER. LUG 1-'461? 'NCR 40 Pi"MU AL CO Mcit437 t144L IIESCHa :t+C. TS HOT TIMMINS& FOP 71JU"tTY, 04, Qw 4k aaOUT 'I -HE ?9to,ar DIE. 51:R s w tour use 8t me IWEIRt7PISItTF Parr 4 r ANY t PLATil,G'S 1' 1 1fl ' ME5E Amin IIWE cF4W4 a Wr 211. RE LRCM, LLC. R COOPITMTION InN ESZTWILY ca+cpET., SESINN4 1181. Pa' INC awl OF RECJY/M,r.Clc waz Ana sown' 94cTYt= .W ANY CM4A4i "4 n€ Swale CS Rraa w> tot-' 01,015 "HROutiu ANNUAL IEPOn AM G*.E 1EO4sP. U wrings A1t1 ewEptegmet eft atIONS 1S st ESSAIrr "a .aat iE Let or lei ONE. rENO' S UMW IICIAKIIC *io,Ol OIStANEE V.MCIFE5 OEU RV 9CJ14w6 AND/Olt iJIStmMtE SE_ 3*' a Nage it stg a.ASOO CAP 'oowL? L'tts31t• B? Ftla # BRASS CSC i93b711' RUC COVER±MLENT =Wit P`1© 093ttet MOSS / D iT X r,t1K1 MIL, a UV MN; PIP F. ettuN a NEAR!' T L2IMOIS•TR tr,,SE SD ---or £AOt►.VIIN6 %CLL r'EAC 6ctt#ht*R'1' SLAV WALL MI!4E 1-1021111ika. SECT1OR LP'Z RalGE w t Ad: GC.NT ''J.2aNIR#RY 11ME 4h EMO:I UN! _ falM DISONA'13OKLINE TIAlE t:.i',X SAS' LitE via Ck' CP; LINE Ceti Lit ELM= LONE lju•ICERCROUNO) ELEMIC LAVE (OhENIHM5M COM4lW.C11118H 114E f1 It Ong LINE NISCELLA OIJI 114 M?IK L!1# PRcPER+t Y MINERS: Mit bans 3 tl,FMW4lr7t#00, CIEIMllltrims tat • ,�r !Mr ra=V01„ uct PNOrr UMC*5 sat* Irimenarirrjnn lrmo ac,#renlar,l, 4! 11m01 lutni 7174tr4t1,10**r1rC itloiact alms Ex►s*W= ++14�'�-Us NPrpr�! p. Llrllr71' 'e MJak 014104400 l$ii, r .w•JA,@ a t. order, camas 113,41104101 1Plfl1101t44Ci.UpORORaMuunn IELVOMI„4LW ems MISS 11C Ig1l, pee MC ntut est IESUIPOlarrrMStl[ tYKilt,sM VMI%Mc lag t_P. :0 00,>w4LEr101541. ;41Arrirvmzrmst cut -.i itu41l441D plyn ago =we 1CrAI1.M1RIIMILI.-0OMM. . L7rr01rrro a Warttu MISTY a r ,Mtaromiy00w�r ,anDMWrun txa 00 r.14 Rope) sl, rtaimuto MSS mow It= gee ie Tice H.MU01r at.03anr 11-4338454001 and Eonmtralk, ant4rwi. Main tt71r16M10002 Jr wor7Rtff4IL, 01BIMAl, m man 1 L7L11grr't71L, Mreire 1. Cu rgt31 3 1111410. I11rl00k#rs is IMILLR11, 1170 iwt Bin C. tt&i1, . t y, W'LEma co NW* ifog sacs - r_ JR ale Mar 411 MSS giwe aft= VINIP 111,-#1/ JNf/arm arJr; wear r Wee nw a� Sat Ara Mt it + + owl a f411M .._.r_. -,r,' _ . . • i r'. II r ,rte rer ye rirr arr 11jra / nalf -'win 1 -- .tr Sri E �r 'fir -a. 4 MS fir ar-.-,u• r JpellAt ro J. aA a1 #f % i NMI dlill SWINE ,I't1,1•r• t4ra sea Item JatallIr a*w -.l•,-rn ,as J!+lrr5 It aY arrrrrr alb ar,irAu�,r as �= •rrrra a IYrtAr ~SW nun It= elkag --o—• Jtrd NIMSIS POW 1JEG' A' NNW ii4LII SIMP In f+r.r or WSW HP Farr s.Sa aMe our _t Jr SSE illillOWarw -dinci erere— •••• L SS nr 7rs1'r'r�r Imilr CIVIL RESIPURCESt LL d33 Stn STREET P.D. BOY CO nESEPXY.,. cc 64534 %49..833.1416 WIPCIUMWESIESOUPICIPSADONI 14140 11012.40 PtAT7EM IP., G81di1. 410 BM gar? MP= OtIP Ai: ABM tawW { at ettt Roe urS NCI= [DM ASS rt wnm WA,- _jcS.4lt,rf01 sompuniatra PROPERTY OWNERS t *AFFECTED LANDS: HUNT DAVID W a KJH'7 tgArtEi i vARRIUS etrittima. E4IIdM * ACCMS RGA05 T�dk NGRirR�CS — fi oODPIMQ INfl Ilmiciakiin rlFm SigE is t.00AI n (AMAX ME r4A1OOFPi tar EXISTING VEGETA?IUFi: hmni .ut 7brw. ra. LAND AR'VE Y UFO' Fetid CommitIns. Ut r4GW CBV4 1 An URtdIGML OD_-,- yQ_DR�r18.7iA•154s,1e7E PPRIDA T. IiJJF1V1h'A'iER, US idiot war Ea RMTIEWI iE. CO SOM1 NOTE IATAIIKA ate- RnatiNCES. 11C. 5 HOT I:W0 5 e*S fall SAFELY, rR. LT/. OR ABOUT >K Pinar 91E, Ndt C{hiPIIA2IttE BY 711E FPPR0AR(AIE Peaty OF m!' RRTAN.A 71OEIS TNLJa W. 'ME PAPS wegt NPR 3Y Oka. AEsa u s,. ac. M oacr Rh71ov+ ails R urri AY CCrH,'I TL !FETID*? ur I K4EP TIC eiviS X14 Qr R[:(].Allltirm mom AND SrifET* rcrOforCO OF Altr <NAMES TD ;If_ taNpe: oFt AEaallom c_*ss THROUCIt aNt404. KP 3AS MD VIZ TERftutu R•EMME RS AIM AIE3:tttENT APIPUCA1ONS AS ►rams511ar ratetrallUr TRIE tilt or BC hum. MAP LEGEND: (11} MIMES lentRRLD BEAAl % AND/Oct OLSRA81a 4t0 molts MOM OCAPW4 MD/Olt UStMcCt km '5Et 2+_ M13 ROAR t A.'G PI.AS C UP "Peas mini,' 5ET NAIL it BMW OM 't.a.1E3-tr .a FUPC coverSIQRT me "R • Ftslf10 rxttEA) 4Rc% 1 CUT x • ▪ Paws *DM PPE. it MIND REIM Cl] t sot rem MN (KRIM MULL MOND WAS * 4R9t PERMIT i3LEIURDAMT aJJriY IVAu ihneanas NNE MGM'ALR- 4fr- SCCD 4 girt ware twit 3GurtfARr tee Marna 5JJNQrnY LIME [Amiga uNki CtMA VC&GNATC$ UNfc PIM UPC SE Od I)*T IriPtc AMOK La's CAS u4 pELEE�JC��iII{C� ,I�,yIM�t (/UU�N�10.IEpa��Gy O�Uk,I'5) Sn WC \Yeti•• ADI Caamsers-rte♦: tD4E FBt ri QQ11C LINE 14SEELLPEOLISARIKNETIN 1!C CROSS =TAN CALL OUT SWIM OM I 4 if I I r flip 1 T s, 1 I1L` tti.., • rI 1' l' Y , I , 1 II 1" et t 1 t I • r Rra k ♦ 1 re r4 err 1 ' r�f+ 1rf f f _ l R '•t • - f j �! , • 1 . .1F r r ff✓ �r ea r. . r ;1 f f i f `M r .11 Jrr I r • }�r f .+r '• ' 1r ¢ ire/ rr ff ,f' A AVM, r 1 1 1 f! I 11: i `'t^rf I n'-�=1S ♦ f I. Y f 1. ti St I. A \4a S♦ \ ♦s i ts1 kg tiR %r" 1 ♦ • R--ar-. r f ♦• a4' S 1 1• S.4p4. dl ` • •tllB�iiQtM.VF /It ; r r fre ▪ r fir/ "'t.� Y .. • r+ f pfr r , ff .fF 1r: • y y Cl �arf rr +' r- el' r; ! - � ;1;1 t r r . 1' r^ MiAPIlrlrr'enirol. 1 * - e II l It . ▪ r• 41. sr if' Jele -I 3 "1 I !f f • r r air f,f f 1 n ir a,Igseros - SOBS 'mut" tamp forpICTPAM ,%IWN WNW, DIU S. rereerrfla a MOM PRXLD'&OTC, IMACAW MON% altrit l i INRQY LCM{, *761. i46 &47 WAS IM ' ICML, .t TV I PECt054Tallit tAIIFaort trkwR r sea S 70 3 Wye:awn user tale sWUI a iv a Klan alms ('1 t • Y Z - it ,1 -._ R 11-044 nav'$arr W. .1771•$ M34000 sears '411' Sa+sPt mat Q I7 a raarrlaCl6 Aim war see 070 3 t■GEC0hIr MAW 00144 VW? WM. o Yu s MOM sums 44a•► Paver t i i. a 7Ya a lea stews !a a SINKS- ES SSW • At a a _as SI S. eight_ Are %e CIVIL RE LIRCFS, 11 In Sit SMUT P.O. tax (10 FAEDERICxr co r :a s� 303.833.1-01c HUNT WATER,, LLC Isms seal, 40 n%111 Wrlle 03 Iii 430571e )t ICY. 04i tu H J > 0 lc Li eti n W IC Ita r+r ♦ 46 elats isowl b y_L..en_.emallieenjoAgeji own IVa ,8a6. pi7F:41011.1101— 'UMW tY: Oa! 'a, ,•tBRAQ M0.:.�4L18P1 - kav SO LS HAP 5 dablinvin•145 1Faavd Mi yet!'lzmingaSSNEETDHF..USRdt► , 7/26121)18 9:ll1Z4 AM AFFECTED LAMS! FLODEPLAN INP . Z^{ ut Ara R*T• �F_ "_' .{;•.;h'ia .•.� V,- of T,t tlea t'M' EXISTR4C VU£TAMOH .4 -,...,•f .. SURVEY Ifl - - Oar canvas Lir biawatecurgumumertrt CU WIN tm M+rw. M 1Caura APPUCANT: CEIG MAP LEGEND: ant 'Knistr 0(hasea.ittr 8 a — a__.alanaa agar --a'v—r—S_1.—r- -a—er art Iv_ au%- -AL rr --I aea�raerSt?s MIRE f arir�l"lw PLIWINS L; fl armor sommosse sew 4401. I wars aao,.,.7h• M akr: 'M+ A0.•ittticaw TOICAL TOPSOIL £10(ZPIIF AT EDGE OF (I$NINC ARE/$ CROSS saut4 •a Nol TO MAEy �~ la r ---� ,A a r Oar Mel masa - 01141•`61/4A ',NI' arra -.rues...Art anus 11111106 dL HOW .481 ,.rest jararypy eel b6114 ONE Wi 4 r ,, )f ,.•r 1- aOri J �,y I. ipa 41111, •1 ter ' if 41 r J. ra ,.. /. f . r,fAMASS ate ' • f / r �/ 4.1 r ir f�• ,� ��elr fresi • fI. r PIMO *on to RST#70P 3S flRCAL - TEOPMRAR? NNW BEM OM SWIM %yr EySPc sec. jrte• r qit a lit l tprrl7�" 3Q! 7�MM"�l1 74t..•"! SCR 1►r.. s�•r�er-.L�' • _—. - 4.- ADE d ACIar 0 SO C¢ ra t 1YC AMYL 6,2"PrOSPO • — attain a., ii-=- 1--- __,. +A -ils-. a ww IS a t a _I ' I'- ;, r r n. r4^sue �o.�._ �r 0 Se MOW )i fit OS es win parnignee, ,.F�J1�—._.. Wb Rtms Erma ran fancaap SS IA ma& Mr net l fr L:-._-mawa Mtn rrriramas I' ti-• - - a __ sar __ maze /ii.neaanar"r • iltarite .rite Ann seassan an ►,ROMrr ATOPcf O 23 4 It"4.4 ,.i ,r. ' • ate"tent Qemv. Cann, rues mg MOT �w I rlis‘_sias„-Ottomerintsitil USIPMIL 9fiG7d1f.Era tVs firma: EMS minir tram sup ititQli s aa.ra�. a SCSaa'allMN De a+CL laire'Q yD Pet ht amino= riteirCtEraerasruu. S manda.rlasartgacc SrBIu2ED CEHSTRt1C'ItOnl EllyANCE ac lvwIL a t�' L RES'URCES, LL 32-3 =ler s -n. Rai fat) FRIDIMCX, 00 13Q53t sm*a).1415 twin WATER, .LX WO *CR so PirTheiu , ct IMS! 'MO FM•ln GAWP On UU z Md tu CC aIA� J U III cur O"urt = 4WD AnialditliVii iiihj li Frwa�ar fonst)Mu arra n sum ra►roalooir MUM) sa'r, AnOll Cm MSC Meal 'n Irminastabalowt tat! at! ors artelat COaltiffi4u s -J sca'tsin ata �▪ �> t, . 0 Hausa EXTI ACTION PLAN 6 Kimley >>> Horn July 24, 2018 Mr. Andy Rodriguez, PE. Civil Resources, LLC 323 5th Street Frederick, CO 80530 Re: Hunt Farms Dirt Pit Traffic Study Letter U /S H --6O R.27) and U -36 Weld County, Colorado Dear Mr. Rodriguez: The purpose of this letter report is to document the results of a traffic analysis prepared for the proposed Hunt Farms Dirt Pit, to be located along US -85 at the H60 (WCR-27) and WCR-36 intersections in Weld County, , Colorado. Specifically, two sites are proposed to be developed into this dirt pit. One site is located along the west side of US -85, and also west of H-60 whereas the other site is located directly on the northeast corner of the R-,46 and US -85 intersection. The project location is shown in an attached aerial exhibit and attached vicinity map of flgu 1. This traffic study identifies project traffic generation characteristics, potential project traffic related Impacts on the local street system, and mitigation measures required for identified impacts of the following two intersections: • US -85 and H 0 (WCR-27) • US -85 and CR-36 In addition, the access to each site was evaluated. Access to the site on the west side of LAS -35 is anticipated to occur Thom SH-60 (WCR-27) at the existing field access location approximately 600 feet north of U'' (measured center to center). An access is proposed along the north side of WCR-38 for the site along the east side of US -85. Regional access to the Hunt Farms Dirt Pit will be provided by Interstate 2 (1-25) and United States Highway 85 (US -85). Primary and direct access will be provided by US -85, H-60 (WCR2'7) and WCR-36. US -85 is a paved divided roadway providing two lanes of travel in each direction, northbound and southbound, and has a posted speed limit of 65 miles per hour through the study area. H-60 is a paved two-lane roadway providing a single lane of travel, northbound and southbound, with a posted speed limit of 65 miles per hour. It intersects with US -85 in a T -intersection With stop contnel on the southbound H- 0 (WCR.Q7) approach. The southbound approach includes separate left turn and right turn lanes. The right turn is a channelized free right turn with an acceleration lane along southbound U -8 . An acceleration lane also exists along northbound US -85 for left turning traffic to turn into to perform a two -stage left turn. ''SCR -88 intersects With US -85, and is an unpaved roadway providing travel in the eastbound and westbound directions. The eastbound and westbound WCR-36 6 approaches to US -85 operate with stop control. There is an at -grade railroad crossing across CR-36, approximately 60 feet from the edge of U # 85. This approach leg of WCR-86 is paved at US -85 and through the railroad crossing. Left Kimtey*> Horn Mr. Rodriguez July 240 2018 Page turn and right turn deceleration lanes exist along US 85 for all movements to SH-60 R- 27) and W CR-46. The existing intersection lanes and control for the study area intersections are shown in Figure 2. The project site is currently vacant land, used for agricultural purposes. The surrounding uses are also primarily vacant/agricultural with farms located nearby. The Town of Giicrest is located approximately two and a her miles northeast of the site and the Town of Platteville is located approximately two miles to the south, Existing peak hour turning movement counts were conducted at the key intersections of US- 85/SH-60 H 0 (WCR-27) and U --NN R-36 on Wednesday, March 21, 2018 during the morning and afternoon peak hours. The counts were conducted in 15 -minute intervals during the morning and afternoon peak hours of adjacent street traffic from 7:00 AM to 9:00 AM and 4:00 PM to 6:loo PM on this count date. Existing turning movement counts are shown in Figure 3. Count sheets are attached. According to information provided on the website for the State of Colorado Department of Transportation (COOT), the 20 -year growth factor along US -85 in the vicinity of the site is 1.57. This value equates to an annual growth rate of 2.3 percent. US -85 traffic information from the CDOT Online Transportation Information System (OTIS) website is attached. Based on this, an annual growth rate of 2.3 percent was used to calculate future traffic volumes within the project study area to estimate the near term 2020 completion of operations for the dirt pit. Background traffic volumes for 2020 are shown in Figure 4. Site -generated traffic estimates are determined through a process known as trip generation. The number of employees anticipated as well as the number of truck trips in and out daily and per hour were estimated for the proposed dirt mine. The pit is anticipated to have four (4) employees assigned to both sites, For purposes of this study, it was assumed that all four (4) employees would arrive and depart in a common peak hour in a drive -alone fashion resulting in four (4) vehicles entering the dirt pit during the morning peak hour and four (4) vehicles exiting the pit during the afternoon peak hour. The dirt pit is estimated to haul a total of 800,000 tons of material from both sites over a two- year period. Assuming 50 working weeks a year, over the two-year time period totaling 100 - weeks, there would be 8,000 tons hauled per week. The primary work hours for the mine are anticipated to be between 6:00 AM and 6:00 PM Monday through Friday (five, 12 -hour days) with an 8 -hour shift occurring on Saturdays. Assuming 68 working hours in a week, there would be approximately 118 tons hauled per hour. Each truck can haul 25 tons per trip, resulting in five (5) trucks per hour 010 trips with 5 trucks in and 5 trucks out). These five trucks per hour would need five (5) drivers, These drivers were assumed to arrive prior to the morning peak hour (before 6:00 am) and depart after the afternoon peak hour (after 6:00 pm). Therefore, these five (5) employee truck driver trips are shown with no peak hour trips and 10 daily trips. Based on the estimates of five (5) trucks needed for operations, it was estimated that 60 trucks daily, making 120 trips (60 trips in and 60 trips out) will access the gravel mine each 12 -hour day. Table t provides the trip generation estimate for the Hunt Farms Dirt Pit. c4vc 228 2300 KimIey.41.rn Table al rm. Hunt Farm Dirt Pit Weekday Traffic Generation Atfr• Rodriguez July 24, 2018 Page 3 -- -___ -_-� Type I Weekday Vehicles Trip AM Peak Hour T- PM Peak Hour Daily In Tail In Out T On Site Em plo F ‘4) 8 4 Lout 0 ,.a 4 0 4 4 Truck Driver Employees (5) 10 0 0 0 ! 0 0 Gravel Truce ..i. 120 5 5 10 5 . 5 10 Total 138 ra 14 6_ 9 141 -_ _ Based on the estimates, the gravel pit is anticipated to generate a total of 138 trips daily. Of these, 14 tips are anticipated to occur during the morning and afternoon peak hours. Distribution of project traffic on the street system for Hunt Farms Dirt Pit was based on the area street system characteristics, existing traffic patterns, existing location compared to nearby population areas, and the proposed access system for the project The directional d tributio n of traffic is a means to quantify the percentage of site -generated traffic that approaches thesite from a given direction and departs the site back to the original source. Attached Figure 5 illustrates the expected p roj t trip distribution for the Hunt Farms Dirt Pit. Traffic assignment was obtained by applying the distribution of Figure 5 to the estimated traffic generation of the project shown in previous Table I . Traffic assignment for the project is shown in Figure 6 attached. Project traffic volumes were added to the 2020 background traffic volumes to represent estimated traffic conditions for the near -term 2020 buildout operations year of the pit. Attached Figure 7 shows the 2020 background plus project traffic volumes for the Hunt Farms Dirt Pit. I imley-Hum's analysis of traffic operations was conducted to determine if the addition of the Hunt Farms Dirt Pit project traffic can be accommodated to maintain acceptable operations of the existing U nB5/ Ha60 R 27) and US - R-36 interseciions without the need for improvements. The acknowledged source for determining overall capacity is the Highway Capacity Manual. Capacity analysis results are listed in terms of Level of Service (LOS). LO). LOS is a qualitative term describing operating conditions a driver will experience white traveling on a particular street or highway during a specific time interval It ranges from A (very little delay) to F (long delays and congestion)._ For intersections and roadways in this study area, typical standard traffic engineering practice identifies overall intersection LOS D and movement LOS E as the minimum thresholds for acceptable operations. Table 2 shows the definition of level of service for signalized and unsignalized intersections. KimIey) Horn Defi Tabs - Level of Service Definitions Mrs Rodriguez July 24, 2018 Page 4 tJnslg��inteiicStkin Average I Total sec/it/eh Delay Level 1 of Sorts Signalized I Average Intersection Total seven Delay A s10 _ 510 - > 10and is20 > 10and sis c > 20 and 35 > 15 ands 25 I >35ands 5 >25and .s3 _ E >55and s80 >35and s50 F > 80 > 50 nitions provided from the Highway Capacity Manuals Spacial Report 209, Transportation Research Board, 2( 10, The study area intersections and proposed accesses were evaluated based on average total delay analysis for unsignalized Intersections. Under the u nsigna lined analysis, the level of service (LOS) for a two-way stop controlled intersection is determined by the computed or measured control delay and is defined for each minor movement. Level of service for a twos way stop -controlled intersection is not defined for the intersection as a whole. Synchro traffic analysis software was used to analyze the study area intersections. The Synchro Highway Capacity Manual (1-1CM 2010) methodology reports were used to analyze intersection delay and level of service. Table 3 provides the results of the level of service for the study area intersections of U 85/ H O (WCR-27) 7) and US-85}'R.36US-85ANCR.36 along with the proposed accesses to each site (capacity analysis worksheets are attached) Ki ley>>) or Table 3 Cliti Hunt Farms Dirt Pit Level of Service Results INTERSECTION Scenario Mermen Peak How Ph Peak Hour Delay (se rh) LOS Delay (se h) LOS y U and S 0 yoicR-27 --fir 2018 Existing Northbound Left Eastbound Left Eastbound Right * •- 11.3 201.7 040 SRNs fY Co. a+. f•.It a C A r 24.6 104.8 0.0 C E A 2020 Background Northbound Left Eastbound Left Eastbound Flight " � 11.9 33.1 0.0 B 1) A 33A 37611 0,0 t t) F A 2020 Total Northbound boun d Left � ; Eastbound Left � Eastbound Right 12.0 35,5 0.0 B E A 33.8 543.9 0.0 D f= A , 4-USAL85 and -36 2018 Northbound Southbound Eastbound Westbound Existing Left Left Approach Appicoach 11.8 0,0 50,0 39m9 B A F E 12.7 14.1 273.8 24310 B a F F 2020 Background Northbound Southbound Eastbound Approach Westbound A Left Left Pi Preach 12.2 OX) 579 74.0 B A F F 13.1 14.7 358.0 429.2 B B F F 2020 Northbound Southbound Eastbound Westbound Total Left Left Approach Approach 12.2 17A ' 57.9 106.1 B C F F 13.2 14.7 3862 506.1 B �. B F F 2020 Total Northbound Southbound Eastbound Westbound Improved Left Left Approach Approach _. 12.2 17.4 57.9 u 31.9 B C F D 132 14.7 243.6 50-3 B s F F 51140 (W -27) Access 2020 Total Northbound Left Eastbound Approach 9,2 14.8 A B __ 9.5 13.1 A B WCR-36 Access 2020 Tl Eastbound southbound Let Ap a i 72 8 5 A 8/I 8.9 Free Movement Refuge/Acceleration Lane along Southbound USam85 Mr, Rodriguez July 24, 2018 Page 5 Due to the heavy traffic volume along US -435 in the peak hours, it was found that some movements nts from the minor street approaches operate with long delays with the existing two- way stop control. At the US -85 and H-60 (WCRr27) intersection, the southbound left turn from H- O operates with long delays and LOS F during the weekday afternoon peak hour today. This 1;41i1I ) ,^� �;lI :cilictr I 1 K� ley )))H Mr. Rodriguez July 24, 2018 Page 6 southbound left turn volume isn't high enough to warrant alternate control. This is expected to continue and likely get worse into 2020, with or without the addition of the Hunt Farms Dirt Pit project. Likewise, the eastbound and westbound approaches at the US -135 and WCRr36 intersection have long delays and poor level of service today and in 2020, with or without the project, This intersection also does not have high enough minor street approach volumes to warrant alternate control. However, unlike the US-85US-85 and H- O R-27) intersection, a refuge or acceleration lane is not provided along US -85 for left turning traffic from the minor street to turn into providing for a two -stage left turn movement. This is an improvement that could be considered if desired. III an acceleration lane for westbound left turns to turn into along southbound US -85 were constructed' acceptable level of service would result during the morning peak hour and delay just above the LOS F threshold (by 0.3 seconds) would result during the afternoon peak hour. otherwise during peak periods of high delay, it is anticipated that traffic currently reroutes, and will continue to reroute, on the surrounding street network to avoid turning left from the stop controlled approaches at these two intersections. Movements at both proposed accesses, along SK -60 CRr27) and '' R-36, are anticipated to operate acceptably (at LOS A or B) with the addition of the Hunt Farms Gravel Pit project traffic. It is recommended that the driveway approaches to these public roadways be stop controlled with the installation of a RI -1 "STOP' sign. ipiFi. No turn partiqd ! :'-� .�' _ a,<►.I a " F�:�: ,rt %^aw1 �, Tor oed ai -mot: the °tap rtrafgaily. ■ - - 'IIIIII- Likewise, since the addition of Hunt Farms Dirt Pit project traffic increases traffic by more than 20 percent on the east leg of the D 8 CR-36 intersection (adding 3 vph to 11 vph), it is believed that CD0T will require an Access Permit for this intersection. Auxiliary' turn lanes aren't warranted at the intersection based on the traffic volumes, although left and right turn deceleration lanes are provided along Ll •85 in both the northbound and southbound. directions. Due to the railroad tracks located across the WCR-36 east leg of the intersection in close proximity to U -85 and the addition of truck traffic, it should be considered to install a W10 -11b warning sign that reads "50 FEET BETWEEN H 1 G H AY & TRAKCS BEHIND YOU" underneath the existing "STOP" sign. ,(' • K� Iey>*Horn Mrs Rodriguez iguez July 24 2018 Page 7 In summary, it is anticipated that traffic from the proposed Hunt Farms Dirt Pit project can be accommodated successfully or in the same manner as current traffic conditions. The following improvement recommendations are provided for consideration: COOT Access Permit Applications are anticipated to be needed at the SH4430 Access and US4351WCR-36 intersections. R11 "STOP" signs should be installed for the pit access approaches to the public roadways. SH-60 Passing Zone striping should be modified to No Passing Zone striping at the access location. Installation a W10 -11b "50 FEET BETWEEN HIGHWAY TRAKCS BEHIND YOU" warning sign underneath the existing ''TOP" sign on the westbound ' R-36 approach to 1. 5. If you have any questions or require anything further, please feel free to call me at (303) 228-2300. Sinoarely, KIMLEY-HORN AND ASSOCIATES, INC. 0,4 Ygito Curds D. Rowe, P.E., PTOE Vice President r -t F, ref .r ! 7/)4J77J18 1l e:s.1.41.0 fleet Ss% b P4 fl NTS BS4 8 oc St l6O U PROJECT LOCATION COLORADO BLVD CO RD 3D HUNT FARMS DIRT PIT WELD COUNTY, COLORADO VICINITY MAP CO RD 44 FIGURE 1 ley ' Horn 4411-12,7 JJ Mr j'I r 1/4\ Q1/41' Aoki) 2/7 f + — a • • . • a • • . a a a a • • a - • I • • . • • r •+ t a a+ r a I 1 r•. 7 1+ I a r +•• •& 4 1 • • I r 1 1 a A - • . • J 1 • . • • . . • . . . . . • a • • . 1 • . . . . ▪ • • a • • • ♦ • i a • • 4 F . 4 • • J V ♦ i • • • • 4 i 1 a - — + r I r • ♦ • • • • . • . • I. • • • in J i 4 t f t • h • to a 4 a • 1 • • • • 4 r • t I • a ! . I f , 1 I • I • • a $ arI CO RD 36 Oritarbili ms Q08548 32 lo Pik HUNT FARMS DIRT PIT WELD COUNTY, COLORADO EXISTING LANE CONFIGURATIONS LEGEND Study Area Key intersection Stop Controlled Approach Roadway Speed Limit FIGURE 2 Kim *Horn is ect y iv Wednesday, March 21, 2016 7:00 to 8:00 AM (11:30 to 5:30 PM) 1 t a rp • . . . . • . . f _ I • PROJECT.. . S SITE • • J Y • .• 4 • • • t I it ! i 4 J • • • • i Y • • i • I r N r" - •r• IF w • . • T 4 • I f • P • • .' CC RD 36 OFIrrieri NTS OSNIS0002 Etaf '"- 1 (4) I 7 4-----00) kree 1{2) i (2) -2 1) Tr mitt 1{i)--,-� I N r Wednesday, March 21, 2018 7, 00 to 8:00 AM (4: 30 to 5; 30 PM) HUNT FARMS DIRT PIT WELD COUNTY, COLORADO EXISTING TRAFFIC VOLUMES 100 • rxx , x00 LEGEND Study Area Key Intersection Weekday AM(PM) Peck Hour Tra llic ' Vaiumes Estimated Daily Traffic Volume FIGURE 3 imley*HornH • i • 1 i I rr 1 . i 4 • r • • • • I • F a • • . • a a • 1 . . . • r . . r • • • • • • • • . • 1 f • i • 'II s. -PROJECT SITE ... ••a • + �i • i • 1 a a • • 1 } r Jr al a It • 4 + • • . 1 • F .. . • 4 r t + a i r t • • • • a • • 1 * 1 1 • 1 1 f P ▪ . . . . . . . a r at 4 r It • . • • • A a • a • • ■ • ■ • 14 • • 1 • . . . . + • a • . • cii HUNT FARMS DIRT PIT WELD COUNTY, COLORADO 2020 BACKGROUND TRAFFIC VOLUMES 0 C di CO RD 36 L b e NTS 096548002 • LEGEND Study Area Key Intersection Weekday AM(P) xxx(xxx) Peak Hour Traffic Volumes Estimated Daily Traffic Volume fXX?XOQ FIGURE 4 KTniley*Horri P N d / t a -•. [20%1 _'Ai (55c) a+ t'r "t • r r It" • • 1 r • • . . l SITE . a ... + 4 I • • P1. • p • 4 • . • • . . d S. • • . . r • • • • • • • • I r HUNT FARMS DIRT PIT WELD COUNTY, COLORADO PROJECT TRIP DISTRIBUTION I • t N I . T • l NJ 40 FVTh PITS09$548002 \o ireecIAN alas, 11. \Caaj: CO RD 36 10% S LEGFND Study Area Key Intersection x %[XX%] Eri tering[Exitingl Trip Distribution Percen toga F(CURE 5 Kimley * Horn 0 r it i 4 „Sec II VVVVVVVVV fate* • • • • • • 4 • I • VVVVVVVVVVVV • Qib T ! Q(O) ,,..--101) o(o)-->i es, • • I. ■ir•• PROJECT T ■ • SITE T I • alaBas Ire r t • . 4 ■ a • • a • i a • • HUNT FARMS DIRT PIT WELD COUNTY, COLORADO PROJECT TRAFFIC ASSIGNMENT 103 • a • • • • • • a i• r• f • Y • • r CO RD 36 l pins paw= 0 LEGEND Study Area Key intersection Weekday AM(PM) Peak Hour Traffic Volumes Estimated Doily Traffic Volume FIGURE 6 LIth1�. Hor a • a f 1(2 .ti tt\st%:\ —21 5, el • • t • • • I 1 ltfJEC1 T. SITE • . . . . _ . . . . a • . . . . . • . . . . . . . k y. t II I i t ■ 1 a • • • . ♦ . • L • r 4 1 • r . . . . . 1 • 1 4 ' t • • • . 4t 968(1487) -> r N `%‘,.,,k: c HUNT FARMS DIRT PIT WELD COUNTY, COLORAD 2020 BACKGROUND PLUS PROJECT a i�Hrrit,, vvLuiw aa a up l I S o OFror NT! 026548002 hp, dosc4iit- is. e \It„fds. eire RD 36 L E E D tudy Area Key intersection reekdcy AM(PM) ok Hour Traffic Volumes timaled Dirtily Traffic Volume IGURE 7 iey>> Horn CIVIL REMURGES, LLC ENGINEERS Sx PLANNERS MEMORANDUM TO DDT & Project File FROM: Civil Resources, LLC DATE: August 17, 2018 RE: Access Permits Related to the Hunt Water, Lit Gravel Mine (DRMS Permit 2018-027) This memo summarizes the information included with the DDOT Access Permits. Two Permits have been attached, one for US Highway 85 via Weld County 36 and one for State Highway 604 The traffic study done by imley-Hom and Associates is also attached along with the Use by Special Review plan set submittal, The project is proposed to begin in late fall 2018 or early winter 2049. The property owner intends to slurry line the property and mine topsoil and overburden approximately 10 feet deeps The ultimate use of the property is water storage for use in irrigation. Access from the east phase of the mine will be via an existing access on Weld County Road 6 with some traffic going west to the intersection of WCR 36 and Highway 85 (3 peak hour trips). The west phi will have access via an existing access point on the property that enters State Highway 80 (13 peak hour trips). Both access points are temporary in nature with the Highway 85 access being used for approximately 12 to 18 months and the Highway 60 access being used for 2 years to 5 years. Please contact me at 303 909 0776 or andy@civiresourcestcom with any questions; Attachments: Access Perm' - State Highway 80 Access Permit-- LIS Highway 85 via WM 36 LISP Flan Set Submittal TI (Kim Horn) J: allliwki-105'DHF-Gravel Mi DOT'ur ta-hunt-acoessp►ermitdoc r-��-�-�i•-c 023 FIFTH STREET 9 FREDERICK, COLORADO 605304 PHONE: 303.833.1416o FAX: 303,e33.21350 L DEPARTMENT COLORADO toD�EF T EI STATE HIGHWAY NOTICE TO � TofT AN ACCESS PROCEED PO TAI COOT Per TON C '' n State High Local hluric Permittee(s): Applicant: David Hunt Andy Rodriquez Hunt Wake LLC Civil Resources LLC 14460 WCR 40 PO Box 680 Platteville, Colorado 80651 Frederick, Colorado 80530 (970) 737-2437 (303) 833-1416 The permiftee is hereby authorized to proceed with access construction within s. accordance with the above referenced State Highway Access Permit and this N{otic This Notice to Proceed is valid only if the referenced Access Permit has not expi one year from date of issue if not under construction, or completed. Access F accordance with Section 2.3(11)(d), of the Access Code. Adequate advance warning is required at all times during access construction, in ci on Uniform Traffic Control Devices for Streets and Highways. All construction shall be completed in an expeditious and safe manner and shall from initiation. The permittee or applicant shall notify the Department prior to c indicated on the Access Permit. Both the Access Permit and this Notice To Proceed shall be available for review at to Proceed is conditional. The following hall be addressed This Notice items prior appropriate. Municipality or County Approval (When the appropriate I oca l issuin authority retains By Title 7 (X) This Notice is not valid until signed by a duly authorized representative of the Department Colorado Department of Transportation By Title (X)/ f i '1w0, Access Manage' --------,Assistant Copy distribution: t aquirad: Region (original) Applicant Staff Access Section Make copies as necessary for: Local Authority Inspector MICE Patrol Traffic Engineer it No. 418078 ay/Mii a PostSide 085C / 253.287/Right diobon CDOT ate highway right-of-way in to Proceed. ed. Access Permits expire units may be extended in nformance with the Manual be finished within 45 days mmencing construction as he construction site. o or during construction as authority) Date Date 01/29/2019 Form 1265 8/98, 6/99 COLORADO DEPARTMENT O TRN SPORT T(ON STATE HIGHWAY ACCESS PERMIT Permit Fee $100.00 The Permittee(s): Date Transmittal 09/13/2018 David Hunt Hunt Wake LLC 14460 WCR 40 Platteville, Colorado 80651 (970) 737-2437 keg' n / Section / Patrol I Name 4101116 The Applicant(s): Andy Rodriquez Civil Resources LLC PO Box 680 Frederick, Colorado 80530 (303) 833-1416 CDOT permit No. 418078 State Highway No Nip / Side 085C 1253287 87 / Right. Local Jurisdiction COOT is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used h accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the Issuing Authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their dub appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of pthe errrrit, Location: The acmes is Fora on US Highway 85, a.distance of 1,518 feet north of Mile Post 253 on the east/right side. 'WELD COUNTY ROAD 36" Access to Provide Service to: (La.nd Use Cow) 998 a County Road Gravel Pit Additional Inforcation MUNICIPALITY OR COUNTY APPROVAL (Size) I Required only when the appropriate loo:I authority retains issuing authority. Signature Print Name Date Title (Units) Each _ Upon the signing of this permit the permittee agrees to the terms an Sr __ itrons and recFenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The pemiittee shall notify Bruce Barnett with the Colorado Department of Transportations at (970) 3504147 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the perm It and its terms and conditions. Perm , -6 S Print Name Opvieet lea-• lokoe Co-Permig tare: (if applicable) Print Name Oar Late This permit is not va#Rd until signed by a duly authorized representative of the Department. COLORADO CEP.AR.TME T OF TRANSPORTATION ature r Copy Distil on: JL ,'.• 'k Required: I ,Ran 2_Applicant nt 4.Cantral Files Print Name rl � it rf ; Staff Access Section it's Make Copies as necessary Local Authority Inspector TCE Patrol Traffic Engineer Date (of issue) Previous editions a obsolete and may cot be used Past 1 of 3 CDOT Form #101 5407 State Highway Access Permit Form 101, Page 2 PERMIT EXPIRATION The following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which is assigned to the highway, what alternative. access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Colorado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222 4400. The request shall include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable to the permittee or applicant. 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 3. In submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Departments internal administrative review committee • pursuant to [Code] subsection 2.10. When such committee review is requested, processing of the appeal for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the internal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal Of notice of denial or transmittal of the permit. 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the permittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy of page 1 (face of permit) of the access permit. Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of a l l denied extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION I. Construction may not begin until a Notice to Proceed is approved. (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 214. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3. The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions of the permit during construction and to halt any activities within state right-of-way that do not comply with the provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger highway property, natural or cultural resources protected by law, or the health and safety of workers or the public. 5. Prior to using the access, the permittee is required to complete the construction according to the terms and conditions of the permit. Failure by the permittee to abide by alt permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access, If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit, If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. , The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.T. .D. as required by section 42- 4-104, C.R. ., as amended. 7. A utility permit shall be obtained for a n yr utility work within highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. in the event it becomes necessary to remove any right- of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. G. The permittee shall ensure that a copy of the permit is available for review at the construction site at all times. The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction to allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be con structed in a manner that shah not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan. 11. By accepting the permit, permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, its officers, and employees from suits, actions, claims of any type or character brought because of injuries or damage sustained by any person resulting from the perr ittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. ft is the responsibility of the property owner and permittee to ensure that the use of the access to the property is not in violation of the Code, permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors -in -interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or property owner shall contact the local issuing authority or the Department to determine if a new access permit a n d modifications to the access are required. . When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C. ., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, CRS. MAINTENANCE 1. The permittee, his or her heirs, successors -in -interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access -related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department. Form 101, Page COLORADO DEPARTMENT OF TRANSPORTATION EnvironmentalClearances Information Summary PURPOSE This summary is intended to inform entities external to COOT that may be entering perform work related to their own facilities (such as Utility, Special Use or Access Permittees), ab encountered environmental permits/clearances that may apply to their activities. This listing is no environmental or cultural resource permits/clearances may be required in certain instances. App agencies should be contacted for additional information if there is any uncertainty about what pe specific activity. IMPORTANT - Please Review The Following Information Carefully - Failure Requirements May Result In Suspension or Revocation of Your CDOT Permit, or Enforcem CLEARANCE CONTACTS - As indicated in the permit/clearance descriptions listed below, th may be contacted for additional information: • Colorado Department of Public Health and Environment (CDPHE): General Information — (30 Water Quality Control Division (WQCD): (303) 692-3500 Environmental Permitting Website t, s iwww - .... it u . OW acili cd he/all- ermits • CDOT Water Quality Program Manager. 303) 757-94a e ' w 'rv.cod ;. otti rcv ramsfen • CDOT Asbestos Project Manager: Phil Kangas, (303) 512-5519 • Colorado Office of Archaeology and Historic Preservation: (303) 866-5216 • U.S. Army Corps of Engineers, District Regulatory Offices: Omaha District (NE CO), Denver Office (303) 9794120 p h o//w � ; ,� pD"ram/C oloradc. as x Sacramento Dist. (Western CO), Grand Junction Office (970) 243-1199 sac ,arm as x Albuquerque District (SE CO), Pueblo Office (719)-543-9459 wrYwww.s usar .rm .gniliitrsirrto Pro ramandPermits.as x • CDOT Utilities, Special Use and Access Permitkrgy,a,M75,77,9654tbaUMWAnil rnr(nt milhi s� Wildlife Resources # Disturbance of wildlife shall be avoided to the malumum extent pracircable. suspected threatened or endangered species habitat will require special authorization from the O! threatened or endangered species are encountered during the progress of the permitted work, wror and the COOT Regional Permitting Office and Region Planning and Environmental Manager shall Authorization must be provided by COOT prior to the continuation of work. Information about three be obtained from the DDOTwebsite, a ` � t. cvW vo__ r s/el onmerwialtwildlifei 4.i e Wildlife (DPW) wsbsite, g .j tt -wx,stete.ck VSOCC...L`atenedE nda n eredList . - Additional guidance may be provided by the appropriate Region Manning and Environmental Manager (RPEM). Cultural Resources a The applicant must request a file search of the permit area roug ado Historic Preservation (OAHP), Denver, to ascertain if historic or archaeological resources have pr= firlorrni nr /OP h 0'4P -chard ). inventory of the permit area by a qualified cultu necessary, per the recommendation of COOT. If archaeological siteslarttfacts or historic resource initiation of the permitted work or are encountered as the project progresses, all work in the subjec Regional Permitting Office and Region Planning and Environmental Manager shall be contacted I provided by CDOT prior to the continuation of work. Additional guidance may be provided by the RPEM. Contact Information: Contact the OAHP for file searches at (303) 866-5216. he state highway right-of-way to ut some of the more commonly all-inclusive - additional priate local, state and federal its/clearances are required for a to Comply With Regulatory nt Actions By Other Agencies. following individuals or agencies 692-2035 rota uental/wwfer- ualit v r e!iladmit r f rti Par."; ie. Entry into areas of known or OT permitting office. If any k in the subject area shall be halted De contacted immediately. tened or endangered species may , or the Colorado Parks and redo Office of Archaeology and iously been identified i resources specialist may be are known to exist prior to the area shall be halted and the COOT mediately. Authorization must be egional Permitting Office and Paleq Colo 'Cal Resources - The applicant must request a fossil localityM iiseero roug e I niversity of Colorado Museum, Botftsr tit s1 eturrm rn. ci : rc i _ai ntoio svertebrates dice ), and the Den er Museum of Nature and Science [ p . , /w, ,, mnsoor iscienc&.coal " _ " -..�. .fsnse�rth c�ence coliectiorrs to ascertain if paleontological esources have been previously identified in or near the permit area. Inventory of the p►errriit area by a qualified paleontologist may •e necessary, per the recommendation of CDOT. If fossils are encountered during the permitted work, all work in the su ject area shall be hafted and the COOT Regional Permitting Office and Region Planning and Environmental Manager shall be cunt ed immediately. Authorization ■ • ! . 1 1 . 9 a ■ 1 must be provided 1 by CDOT prior to the continuation of work. Additional guidance may be provide , by the Regional Permitting Office in the Permit Special Provisions. Contact Information: on See the museum websites listed above fo Paleontological Collections Manager contact information. Contact the CDOT Paleontologist for fitrthe t formation at n bole. - ve state,co.us or (303) 757- 9632. The COOT Paleontologist will not conduct a comprehensive file search independently of th museums. Hazardous Materials Solid Waste - The Solid Wastes Disposal Sites and Faciifties Ac I.R.S. 31-20-100, et al, and Regulations Pertaining to Solid Waste Disposal Sites and Facilities (6 CCR 1007-2), prohibit solid waste dispos = I without an approved Certificate of Designation (a landfill permit). The Colorado Hazardous Waste Act D.R.S. 25-15-301 et al, and a Colorado Hazardous Waste Regulations (6 CCR 1007-3) prohibit the transfer, storage or disposal (TSD) of hazardous waste e ept at permitted TSD sites. There are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore, all solid • r hazardous wastes that might be generated by the activities of entities entering the State Highway Right of Way must be removed fr m the ROW and disposed of at a permitted facility or designated collection point (e.g., for solid waste, a utility or construction compa y's own dumpster). If pre-existing solid waste or hazardous materials contamination (including oil or petroleum contaminated soil, as estos, chemicals, mine tailings, etc.) is encountered during the performance of work, the permmittee shall halt work in the affected a ; - and immediately contact the COOT Regional Permitting Office for direction as to how to proceed. Contact Information: There - a Santangelo-Dreiling, COOT Hazardous Materials Management Supervisor: (303) 512-5524. Asbestos Cointainin . Materials Asbestos Contaminated Soil - All work on as • s os containing materials (ACM) must comply with the applicable requirements of the CDPHE Air Poilution Control Division's (APCD) Regulation 8. D sposal of ADM, and work done in asbestos -contaminated soil, must comply with the CDPHE Hazardous Materials and Waste Manag ment Division's (HMWM MD) Solid Environmental Clearances information Summary Page al of 3 Colorado Department of Transportation August 2017 Waste Regulations. The application authorization is being requested. Info: CDPHE APCD and HMWMD Additional inforrnatioraconcernl Additional Regulations n clearance. for any COOT permit must specifically identify any guidance or requirements may be specified can be accessed via the CDPHE Environmental on CDOT ro'ects is available from the ACM involv in the pern Pe CDOT Asbe 5519, or Theresa Santa ngelo-Dreiling, Hazardous Materials Management Supervisor (30 3) 5124,5! T na ortation of Hazardous Materials - No person may offer or accept a hazardous material for that person- is registered in conformance with the United States Department hazardous material must be properly classed, described, packaged, marked, of Transportation regu labeled, and in condil authorized by applicable obtain authorization and authorization and more Registration (303) 969-6748. requirements, or an exemption, a State HAZMAT Permit info call the Federal Motor Colorado Public Utilities approval or registration has been issued. from the Colorado Public Utilities Commission. C Safety carrier Administrafion, US DOT for inter - Commission: (303) 894-2868. Diachar e offDredy ed or Fill Material •-- 404 Permits Administrated B the U.S. Arm Co a oi� Witter* uali Dertificati s !slimed le the CDPHE W CD .-Corps of Engineers 404 permits are dredged or fill materials nationwide permits, line activities (nwp would be required. required. Contact (contact information into waters of the United States, including wetlands. There are various which are issued for activities with relatively minor impacts. For example, #12). Depending upon the specific circumstances, .it is possible that either If an individual 404 permit is required, section 401 water quality certification the appropriate Corps District Regulatory Office for information aboutwhat above).* Contact the CDPHE Water Quality control Division at (303) 692-3500 typ then a age fro' typie I W : rkin onpr In ati stream or its bank - In order to protect and preserve the state's fish and iirel may obtain solid 3) streame application, segments obstruct, diminish, destroy, change, modify, a Senate Silt 40 certification from the Colorado blue line on USGS 7.5' quadrangle maps; of streams supporting 25% or more having wetlands present within 200 yards as per guidelines agreed upon by CDOT or and/or cover upstream vary a natural existing stream or its banks or Department of Natural Resources, A strew 2) intermittent streams providing lure water b within 100 yards upstream or downstream a or downstream of the project measur and PWjan 1 ; + d tf�4; � r. .,acc � wi life/ uldelInes Storwater� Construction�Per�mit SCP and Sorrnwater� Dischar e From Industrial Facilities from COPS constriction Stormwater sites disturbing Permit one acre or more - or certain Contact Information: Contact types the CDPHE of industrial Water facilities, Quality Control such as Divis p_htt s://www.eiclaraelo. ov/ cifi:cic .,..�. .f t ction-general- ern s an tt.._ // lord loow' industrv-oerrnits Construction aterhr Dischar in or Infiltration and Remediatlon Activities - Discharges i excavation or work in wet areas Information: For Construction 3500. For Applications and may Dewatering Instructions require a Qonstruclion and Rerhediation ((J PHL Website: Dewatering or Activities Discharge hit ://ww rr... tplp_rad.p. Reme�diation Activities Permits, fir/ a i fi contact cd I he Manic") al Se Grate Stwrn Sbwe9r S sty 111164 Dischar a Permit a Discharges from the storm municipalitie by facility municipality's the L. 0 htt the CDPHE should applicable s://ww. s , and from the CDOT WQCD. For facilities contact the Municipality MS4 permit. All discharges provisions of the Colorado w 1pradc. Dv/ aciti highway that t drainage lie within the regarding stormwater to the CDOT Water Quality beiw -re : i..tion system that boundaries related highway control - L.l iS within those of a municipality clearances that drainage system Act, the Water Quality 1 S_s-and-water- municipalities, that may or within ualit is subject have Control --statutes) the a t bee Rigl Con OOitt 5 htt s://v vwpcgdot. car/ ro rains/erwirc mental/water- uali /doOuments). Discharges an and CDPHE. Contact the CDPHE Water MS4 Permits, or go to lilt s / .col Quality orado. Gov/ control Division at (303) 692-3500 a f c/c he./w -munici al-ms4- for ermits. a listing of For CDI _ p htt : /. dqt. ay/ ro rains/envi�n l/waterli_jstormwater- y ka re rams.html. .... __ . General Prohibition— Dischar es - All discharges are subject to the provisions of the Colorado V Colorado Discharge Permit Regulations. automotive fluids, solvents, oils or soaps (303) 592-3500. Prohibited discharges include, but are not limited and sediment, Contact Information: Contact the to, sub: CDPHI General Authorization - Allowable NonwStgprmwater Dischar es - Unless otherwise identified b; sources Discharge storm uncontaminated activities. of pollutants Permit sewers, discharges Allowable to the waters of System permit: landscape from potable springs, footing, drains, non-stormwater the Mate, the irrigation, water sources, water line discharges can following discharges diverted stream foundation drains, fldshing, flows from be found under to stormwater systems flows, uncontaminated gro; air conditioning condensr riparian habitats and wetlani Illicit DischargepPD at: htt an The iron s enteli ter- uali D/s rmwater- re rams.html. Contact Information: CDPHEWater #'s listed above). _ Erosion and Sediment Control Practices a. For activities requiring a Stormwater Construction Pe will be specified in that permit. In situations where a stormwater permit is not required, all reasons minimize erosion and sedimentation according to CDOT Standard Specificati$n; 10 7.25, 24 213 b u ine s/-#: +pi u ort/2011 onstr-uction-s rcifications/2011-S ecs/2011-s ecs-book). All distui Yns native seeding or landscape design plan according to applicable CDOT Standard Specifications 21 Erosion Control and Storrnwater� Quality Guide (available from the Bid Plans Office at (303) 757-9 erosion controls and restore disturbed vegetation. led in the work for which riit special provisions. Contact nnitting Website listed above. stos Project Manager (0) 512- 24.1 in commerce unless wdons at 49 CFR, Part 171. The on for shipment as required or Vehicles requiring a placard, must ontact Information: For and intra-state HAZMAT En irreets and Section 401 required for the discharge of s of 404 permits, including is a nationwide permit for utility nerralT or "individual" 404 permit n the CDPHEWQCD is also f 404 permit may be required dli►fe resources from actions that tutaries, it may be necessary to is defined as 1) represented by a eneficial to fish and wildlife; and/or f the project; and/or 4) segments of d by valley length. The CPW rant to / rim rnirr► a }ci n r ri rn n rri +nti - Discharges of stormwater runoff concrete batch plants • require a on at (303) 692-3500. Website: acific/cd heiw -commerce-and- f water encountered during discharge Permit. Contact the CDPHE WQCD at (303) 692a �w -construction- eneral- errniits. sewer systems of larger re subject to MS4 Permits issued an 1 1S4 permit, the owner of such ti established under that �t of Way (ROW) must comply with mission QCC) Regulations and the CDOT MS4 Permit # COS- subject to inspection by COOT rnunicipatities required to obtain T -related MS4 regulations, go to: rater Quality Control Act and the tances such as wash water, paint, Water Quality Control Division at CDOT or the WQCD as significant allowed without a Colorado nd water infiltration to separate lion, irrigation water, Is, and flow from firefighting ://www.cedet. mu re rams/ Quality Control Division (telephone mit, erosion control requirements ale measures should be taken to and 216 htt s:/lwww.codot. ov/ bances require a stabilization plan, 2-217 and 623. The CDOT 13) should be used to design Colorado Department of Transportation August 2017 Environmental Clearances information Summary Page 2 of 3 iDis °sal ol C rillin Fluids - Drilling fluids used in operations such as Horizontal Directional Drillir or of sewers, separated required the Waste "solid Way, solids regulations. and roadside wastes," from for are proper disposed fully fluids and ditches contained Small drilling in of or general at after or quantities properties, by permitted any infiltration in CDOT r a other should pit, of and facilities type drilling small be of are the of pumped quantities that not man-made fluid water, likely specifically solids or provided: of to vacuumed or (less polymer pose natural accept than 1) a nuisance the additives from waterway 1 drilling such cubic the that to construction wastes. yard fluid is future are prohibited of consists solids) approved Disposal work area, in by may of the only remo of Wate for dril be are, i u area restored as required permit requirements (Utility, Special Use, or Access Permits, e Contact CDPHE (telephone #15 listed above). 'heeds Noxious and$nvasive § ecies Many ement Plan — Noxious Weeds and Invasive Speck contacting the Colorado Department isiAgriculture latt SAil�1..° olorado. q qv/ acificla conservatir Colorado Division of Parksl, pd Wildlife hit ,c v I. , rtusiFte es/R -Noxii ousWeeds plans involving the control of noxious weeds associated with the permitted activity and cleaning of Concrete Washout- Waste generated from concrete activities shall NOT be allowed to flow into th waters, or in the COOT ROW. Concrete waste shall be placed in a temporary concrete washout fa( minimum Environmental find additional of 50 feet Program information from state and on shall the waters, be in CDOT drainageways, accordance websitee itt and to COOT s://vvyyw inlets. specifications c, Concrete 1-.):1'.rwelHoFinessiciesi washout and guidelines. shall nsu only Contac be pi( p s ec':h,gon9:2011-S and refer to the specifications and their revisions for sections 101, 107 S • ill Re • ortin ± - Spills shall be contained and cleaned up as soon as possible. Spills shall NOT drain Permitting exceeding be reported or buried. Office 25 to gallons, the All and spills COPHE Regional or shall that at may 1-877-518-5608. be Maintenance reported otherwise to the present CDOT Supervisor. More an inform@tion Illicit immediate Spills Discharge on can highways, danger be Hotline found) into to the at at (303) waterways, public 512-4446 shall piy-/f� f ,> .c any be re o revisiting -line. About This Form - Questions or comments about this Information Summary may be directed to AI CDOT Access Management Unit, at (303) 757-0841, alex.karamiastatelcoms. g may be classified as "discharges" ved from the State Highway Right ling fluids into storm drains, storm Quality Control and/or Solid eft on -site after either being ater and bentonite clay, or, if e in drinking water well drilling; 2) r, 3) the solids are covered and the c.). Contact information: s guidance can be found by 1/noxiouswe ) and the ). In either case, management rciuipment will be required. e drainage ways, inlets, receiving ility and must be located a �rforrned as specified by the CDOT t Information: Contact CDPHE or 1-corttruction- nd 208. washed down into the storm H20), as well as the Regional pill in the highway right-of-way Mcried by calling 911, and shall also v.Ao. ov/ acifrcicd he/emer enc x Karami, Program Administrator, Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation August 2017 COLORAtO Department of Transportation What is stormwater runoff? Stormwater runoff occurs when precipitation from rain or snowmelt flows over the ground. Impervious surfaces like roads and sidewalks prevent stormwater from naturally soaking into the ground Wit cY, .: _s.�. � ater runoff a problem? Storrnwater can pick up debris, chemicals, dirt and other pollutants and flow into CDOT's storm drain system or directly into a stream, river, lake, wetland or reservoir. Anything that enters CDOTJs storm drain system is discharged untreated into the waterways we use for fishing, swimming, and providing drinking water. i A stria r Dredged s iille dirt,si r p, solid waso., incinf:rotor residue, sewac e, se'wape sluthe . rh o trash rnatcr-ia „ ra ciicactive !material, hr .t, pH, wrecked or dtscarcled cqu[prr'ient, r l h sand, any inclustr iai, rrluniciprll, or agricultural waste, Tips for Reporting an Illicit Discharge Call the illicit discharge hotline at (303) 5124426 From a safe distance try to estimate the amount of the discharge. Identify characteristics of the discharge (color, odor, algae, etc.). Obtain information on the vehicle dumping the waste (if applicable). Do not approachi Call *35 s for illicit dumping. If possible, take a photo, record a license plate. REMEMBER: Never get too chose to the illicit discharge, it may, - _ be dangerous !! ! For more information on COOT Utility Permits: hit s: www.codot, ov business erm its utilitie itie ecialuse For more information on CDOT Access Permits: P s: WWw.C t, ov business. ermrts access sari its For more information on CDOT Water Quality, Prrn: g — Water Quality Program Manager 4201 E. Arkansas Ave. Shumate Building Denver, Colorado 80222 303-757-9343 w. COLORADO Department of Transportation claim Facr in eparate Storm Sewer System permit, as ( 54) from the Colorado Department of nd Envi onment. _The permit states that only stormwater can be discharged from CDOT's storm drain system Air Camellias -sir:. - ;grit gratlasstridta g 4s1 fl it 6 NM -•,e+ gni drat* i • As part of the permit, COOT has -several different programs to prevent pollutants from entering into the storm drain system: Construction Site Program New Development Redevelopment Program Illicit Discharge Program Industrial Facilities Program Public Education and Outreach Program Pollution Prevention and Good Housekeeping Program Wet Weather Monitoring Program !COLORADO j Department a Transportation Control Measures for Industrial Facilities industrial facilities can use control measures (CM) otherw . • • 1 , est Management Practices (IMP ' • nstruction of a facility and when op • Iity. Control measures are schedules of activities, maintenance procedures, and other management prances to prevent and red uci -. pollution entering into CDOT's storm drain system. Control Measures also include treatment. operating procedures, and practices to control site run off which can include structural and non-structural controls. t7 ♦9e3/40 01%0 a T♦ a:..ti. I f Inv re SO ens T i h , Ina la.a... f�.! `i�lh. 11 1i' 'Id yf .i ,.a t_.; Y_.t y. i I Mg UM FOS Sin •S _ SIMON Platair WilditrAISO CDOT defines a utility, or utility facility as any privately, publicly, or cooperatively owned line, facility, or system producing, transmitting or distributing the following: I Ifere Communications Cable television Power Electricity Light Heat Gas Oil Crude Products Water Stream Waste Stormwater not connected with highway drainage Similar Commodity rse I sr� J 1. Educate and outreach to owners or operators that have potential to contribute substantial pollutant to e po and include information on disch re and water quality concerns. Provide written notification within 15 days of discovery to CDPHE. 3. Submit an annual report to CDPHE containing the number of informational brochures distributed; name_and title of each individual trained: Education There are instances when a utility company or other entity doing work in the state highway right-of-way will require some type of environmental permit or clearance for that work. COOT has put together an Environmental Clearances Information Summary for those applying for a CDOT Utility and Special Use Permit or Access Permit to obtain all required clearance, This fact sheet is given to each permittee and is available at: htt : //www,cotoradodot.infoi ro rams/ environmental/ resources/ ui dance- staBdards/ Env ronmentat 20Ct arances 20lnf a 20Summa t _df s C.; U C.41 Pt A Li fiei Department of Transportation State Highway Access Permit Attachment to Permit No. 418078 - Additional Terms and Conditions 1 1. If there are any questions regarding this permit, please contact Allysoru Mattson at (970) 350-2148. 2. The Permittee or the contractor shall notify Bruce Barnett at (970) 350-2147 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right- of-way. Failure to comply with this requirement may result in revocation of this permit. 3. A fully executed complete copy of this permit must be on the job site with the contractor at all times during construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 4. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions, exhibits, and noted attachments. 5. Incorporated as part of this permit are the following: Application for Access Permit (CDOT Form No. 137) Permit (COOT Form No. 101) and its attachments Exhibits: "A" i Access Plan and Vicinity Map 6. This permit is issued in accordance with the State Highway Access Code (2 CCR 6014), and is based upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void, requiring a new permit to be applied for based upon the existing and anticipated future conditions. 7. All work is to conform to the plans referenced by this permit on file with the Department or as modified by this permit. (If discrepancies arise, this permit shall take precedence over the plans.) The Department plan review is only for the general conformance with the Department's design and code requirements. The Department is not responsible for the accuracy and adequacy of the design, dimensions, elevations, and any other elements which shall be confirmed and correlated at the work site. The Department, through the approval of this document, assumes no responsibility for the completeness and/or accuracy of the plans. 8. The Permittee is responsible for obtaining any necessary additional federal, state, and/or city/county permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. 9. The State requires a Certificate of Insurance prior to commencing any work on the State Highway right- of-way. Policies shall name the State of Colorado as additional insured party. All vendors, contractors, and utility companies shall procure, at their own expense/ and maintain for the duration of the work period, the following minimum insurance coverages: A. Standard workman's compensation and employers liability, including occupational disease, covering all employees engaged in performance of the work at the site, in the amount required by State Statutes. B. Comprehensive general liability in the amount of $600,000 combined single limit bodily injury and property damage, each occurrence and $2,000,000 annual aggregate. C. Automobile liability in the amount of $600,000 combined single limit bodily injury and property damage, for each accident. State Highway Access Permit Attachment to Permit No. 418078 - Additional Terms and Conditions 2 Certificates of insurance showing compliance with these provisions shall be attached to and made a part of this permit and be available on the site during construction. 10. The Department will not participate in any costs related to the design and installation of a traffic signal, should one be warranted or approved at this access location or any other serving this development. 11. The development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall be borne by the Permittee. 12. It is the responsibility of the Permittee to determine which environmental clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing work. Please refer to or request a copy of the "CDOT Environmental Clearance Information Summary" (ECIS) for details. The ECIS may be obtained from the CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction-Environmental Guidance webpage at http://www.dot.state.co.uslenvironmental/Forms,wasp. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN THE SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substances such as: wash water, paint, automotive fluids, solvents, oils or soaps. Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE) Water Quality Control Division (WQCD) as significant sources of pollutants to the waters of t h e state, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigation water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire -fighting activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional information and forms, go to the CHPHE website at: htt .!: 'cdc he.state.co.us PermitsUnit./wry- u. 13. This permit is subject to revocation due to: 1) Noncompliance with the provisions of this permit; 2) Abandonment; 3) Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and/or improvements. The permittee shall promptly terminate occupancy upon notice of cancellation of the permit from the Department, unless a new permit is applied for and granted. 14. The Department inspector may suspend work due to: 1) Noncompliance with the provisions of this permit; 2) Adverse weather or traffic conditions; 3) Concurrent highway construction or maintenance in conflict with permit work; 4) Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department Inspector. State Highway Access Permit Attachment to Permit No. 418078 - Additional Terms and Conditions 3 15. If necessary, minor changes, corrections, and/or additions to this permit may be ordered by the Department inspector, other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plan must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. 16. Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required design and/or material specifications. If any construction element fails within two years due to improper construction or material specifications, the Permittee is responsible for all such repairs. 17. The Department retains the right to perform any necessary maintenance work in this area. 18. Routine, periodic maintenance and emergency repairs may be performed within the State Highway right-of-way, under general terms and conditions of the permit. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, will require written authorization from the Department. The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Region Office and the State Patrol shall immediately be notified of possible hazards. 19. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (current edition). 20. All materials, equipment, installation, construction, and design, including the auxiliary lane(s) and intersection improvement(s) within the State Highway shall be in accordance with the following Department standard references as applicable. A. State Highway Access Code, 2 CCR6O1-1 B. Roadway Design Manual C. Materials Manual D. Construction Manual E. Standard Specifications for Road and Bridge Construction, latest edition F. Standard Plans (M&S Standards) O. Manual on Uniform Traffic Control Devices (M.U.T.C.D.) for Streets and Highways and the Colorado Supplement thereto H. A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials (AASHTO), latest edition I. AASHTO Roadside Design Guide J. Institute of Transportation Engineer's Trip Generation Manual, 6th Edition Some of the reference materials listed above (A through E) may be purchased from: Colorado Department of Transportation Bid Plans Room 4201 East Arkansas Avenue Denver, CO 80222-3400 (303) 757-9313 State Highway Access Permit Attachment to Permit No. 418078 - Additional Terms and Conditions 4 The State Highway Access Code may be purchased from: The Public Records Corporation 1566 Lafayette .Street Po Box 18186 Denver, Co 80218 (303) 832-8262 The website address is: www.cdot.gov 21. All workers within the State Highway right-of-way shall comply with their employer's safety and health policies/procedures, and all -applicable US Occupational Safety and Health Administration (OSHA) regulations — including, but not limited to, the applicable sections of 29 CFR Part 1910 — Occupational Safety and Health Standards and 29 CRF Part 1926 — Safety and Health Regulations for Construction. At a minimum, all workers in the State Highway right-of-way, except when in their vehicles, shall wear the following personal protective equipment: • Head protection that complies with the ANSI 289.1-1997 standard; • At all construction sites or whenever there is danger of injury to feet, protective footwear that complies with the ANSI Z41-1999 standard will be worn High visibility apparel as specified in the Traffic Control provision of this permit (at such a minimum ANSI, ISEA 107-1999, Class 2). Where any of the above referenced ANSI standards have been revised, the most recent version of the standard shall apply. 224 Backing maneuvers within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of the access permit and may result in revocation of the permit by the Department and/or the issuing authority. 23. Traffic detours or lane closures will not be allowed, unless pre -approved by the Department. 24. Construction traffic control devices, when not in use, shall be removed or turned away from traffic. Devices must be stored outside of the roadway clear zone per the latest AASHTO guidelines. 25. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way, 25. All required access improvements shall be installed prior to the herein authorized use of this access. Failure to do so will result in the appropriate legal action from the Department, up to Permit Revocation. 274 The access shall be maintained as per Exhibit "A". State Highway Access Permit Attachment to Permit No. 418078 - Additional Terms and Conditions 5 28. The access shall be maintained in such a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 29 ADD existing drainage structures shall be extended, modified, or upgraded as necessary, to accommodate all new construction and safety standards, in accordance to the Department's standard specifications. COLORADO DEPARTMENT OF TRANSPORTATION STATE_HIGHWAY ACCESS PERMIT APPLICATION i ji re instructions: - Contact the Colorado Department of Transportation (CDOT) or your local government toll; - Contact the issuing authority to determine what plans and other documents are required to a Complete this form (some questions may not apply to you) and attach all necessary docu Please print - Submit an application for each access affected. or type - If you have any questions contact the Issuing authority, - For additional information see COOT's Awes Management website at h :llw w.d0t,et0h 1) Property .t i it owner (Perrnittee) t , f'r, ' Cr it.. w pp or Agent for perm ttee 1 t, Street II address 44 is° Ii.A)Cit. 4o Matting address T City, state & zip Phone # s ; a zips *tri 1 h51 Rio 1 + --, 605t - . cd ,) 0 .� E-mail address c " '^}� E-mail a mss evadable I (*sear( 3) Address of property 4,6 be served b ermit (required) — 4) pair Legal description of property: subdrwislon If within jurisdictional lir s of Municipality, black city and/or County, which tot sec lhn one? t 5) What State Highway are you requesting access from' 6) What std the highway? i_ ON O Dt r) How feet is many the proposed tress from tie nearest mile past? Mow many feet is the proposed access from the i _! .. . I feet ON ar S 0 r from: r" feet +1 c flwu fro Ti . .,, at is the ,I approximate s« date you intend to begin construction? 1ng 9} Check here if you are r as / II now access em p ore access duration anticipated:, �i P � �.►'� �'' ) �irrtprt�vemertt to c v O change In access use IIremovat of aoeess la etocatf'on of an 10) Provide 1 ;I, existing property use (Pri 11) Do you h; ve knowledge of any State Highway access permits serving this property, or adjacent properties In i y (. no . yes, if yes - what are the permit nu mber(s) and provide copies: 12) Does the property no owner Oyes, own or if yes have any interests in any adjacent property? - please describe: 13) Are there other existing or dedicated public streets, roads, highways or access easements bordering or within the p 0tt0 = yes, if yes - list them on your plans and indicate the proposed and existing access points. 14) l f you are requesting agricultural field access • how many acres win the access serve? t 5) If you are requesting commercial business/land or industrial access please indicate the types and use square footage number of businesses and pro business d 1 16) If you are requesting residential i e devaelopenfant access, what is the type I number (single family, apartment, townhouse) and of units tyrpe ui 1 1 Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then retur ni indi te if your counts are 4 or passenger ars and light iruc et peak hour vo u I of m F - . eak hour volumes or : average daily volu rni11 # of single unit vehicles to ex 4f 30 ft ' A or farm vehicles (lieirl equipment) Total cci 3-- 9 i Previous editions are obsolete and may not be used 41to7FS issuing author' application acceptance date: t3 tg ermine your issuing authority. !rs submitted with your application. ments and Submit It to the issuing authority. .co.us/'Acce Pennttsilndex,him (if different from property owner) Phones (required) hip VII learest cross street? :WC3 xistfng access large 66 LA/ 8s xisling access (provide detail) u have a property interest? and/or, permit date: arty? the floor area square footage of each. square footage ber of units? number of units -. is two counts. truth at peak hour velurnee t of all vehicles Pagel of 2 CDOT Form #137 01)10 18) Check with the issuing authority to determine which of the following documents are required to'complete the review of your application. a) Property map indicating other access, bordering roads and wets, b) Highway and driveway plan profile. o) Drainage plan showing impact to the highway right -of -war, di Map and letters detailing utility locations before and after development Ira and along the right-of-way, a) Subdivision, zoning, or development plan. f) Proposed access design. g) Parcel and ownership maps including easements, h) Traffic studies. 1) Proof of ownership_ 1a It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities, Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT EnvironmentalClearances information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional COOT Linty/Special Use Permit offices or accessed via the COOT Planning/Construction-Environmental-Guidance webpage http:I/w uidot.state.co us/env i ronr t antal/F'o r s.as p 2- AD workers within the State Highway right of way shall comply with their employer's safety andhealth policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e,g, head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, AN I/1 EA 1074 999, class 2); head protection that complies with the ANSI Z89.14997 standard; and at all construction sines or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1928.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI 741-19996 Where any of the above -referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: chttp://www.dotstatescomusiDesignSupporti›, then click on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on thepermit may be considered permit. 1 a violation of the The applicant declares under penalty of perjury In the second degree, and any other applicable state or federal laws, that all information provided on this ded t s form and subrrrit#ed attachments are tothe best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant or Age r.I1 .. r Pormitte. si rcture Print name Date If the applicant is not the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence). This Ognature shall constitute . .. � agreement with this application by allowners-of-i r unless r will �e est stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Property own4tre s:,"nature Print name s Date 7 -zc-i� Previous editions are obsolete and nay not be used Page 2 ail 2 COOT Farm #137 01/10 x ose 1W t3; 25 1 aT) t co 0 O tals - -� y.. .� _ USR HUNT WATER, LLC Me GRAVEL MINE 3 at SE SECTION 6; T3N, Re6Vit, OF THE 6TH PM WELD COUNTY;tOLORADO if DJ t7t-Axxlt3c't .%itSQataawd.?MIN APaoath Cal =IMAM DP Tit Ct*fl&vc*Pert$1t{ QAMOr Caw two Dan 7W1111311CNlt611SQ1211Al8C6A000GIrwanILa (JP 41A21r1IXJ WIPPIVC 412., IsItutlarel 33, tPn IN001CA103A' 4CAA,IMCP NIIMBAlfR31, Of! 110mix 34f6M•PPM 4.H. 17140 Mtn MC FCI1134CtW6ut411RDRITTIOW 411T4TNA14L CMC, A RIBITallelor CVO IOW. 124400.1112 MAW Al 61.51 Sr01. term J. pin Aril C010141fftr*..MUM DITAIPTItPt 31140@441041.„102XIIIM5 WNW IFor I. OM AT MOM RKA.MAIURaWRF4M+AtLcOMMVPKUM=170EinrwN; 1411-22-4 Rt31IY4.iitaAtIC7itifman 1J k20711hT1lttItTICdit 1-311.176, 2. WC NAM .2211141112? 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MI0+SO11®i1IHWD Mt PITSEE VIge NIMUIWIRMICE 1344Vp1.1a1, !, ft*i : 114 Sauter 103#4,11I€141144114EFartilltil MtbaCIIICfiff2%Data, 11111 CJ tittfl•Cite4& Ili OtherY WOO -Yiit!>DNO tAaEttA•301?•AAfmutILSECTIOM134JC L rear C► etl6Aft3ciJ.iURMQcoat I, R CA30l4V WARM PMC1P: Prlawri % ftNactfiroltm SI41R1, Ut! task sCA IOTA-RE33994 IMO VTR InMAW MUM lu llWOC64121 MOMMAW *MOO IIMIVMJ4AM17lILPIONOID e1Pfl+TiliftigilIVIl1bWM= RIt[MCI IDt3tJ1*I'AlLt74CBt001C1431J11LetC3Jf1-14CCA103is Mf110404131CCD. iFlt 1210n1W4MAIM 1iMlIOW11121efta wAllrhea=AMIMITIMCPAIIC3ALltl03: 7, RMEIVIA:iAAW%M(rOMWC LI FJ03W4 Col -4021, OneCIIIIED 10 Milli ttlrllaqult4►irat li wn M644MY 11r.anc174i[ MAW* 7.i tatnesaa S flttwlM robot hC fl11114tM' Fb11tr b atr alftea as Li see, ADa rw wlillal 4MRD worms erokkot1OFF tfwf#Ylft15dada anermaosAv FR6IVNIII TWillAntral6is'pp%it 44FNFFiil,Ia S&4Aa'10fl arf TM/t 7¢L, PROJECT LOOMON N MAP PREPARED FOR: HUNT WATER, Lie 1030,1 CR40 PzA TEv1T.t,E, COMM fie EN991t PREPARED BY: ir1 1L REflLJRCES„'AC 3'3901 STREET PA FOX € C E= COIBC630 303 0101410 HORN CERT1flfQN I HERM CERN! Th 01INEaE 11,N11$ RIME UM PERMITRIR T E MINT INA'TElluewate ?wimp tR MY (MST SONFOM THEREOF BY: AMINEWER PCth i UELr,t 00E: > ooze by=E re* THIMEOLXIIIS FORME tma aesar. RV: OAT KV *TER, TAD PLANNING COMMISSION CERTIFICATION: 1'143 ISTOCERTIFY 11441TITS44ELOCONTYPk.+tM41MR IIQN4Te$CERFtDle tea muff RECOMPID m THE SONIC OF CCIWTMCIVIIMIDD r CONN, FOR iwri bONNIPAATION. I(MPP'ROYALPAO MOPTION THIS uteBY SPUTALREiWENAS StRiMAIO=CMS) FEREONIRL--DAT OF OR R Venn COURT? RAN** 4(!M M 18$& BOARD OFCOUNTY COMMISSIONERS CERTIFICATION: T151510 co'nT THAT THE mem.4F maw ana. E1D CC41MTY OIXDP$0O DOT HEREIN COMIIAUt Ma ADOPT ThIS USE C& SPWIAL MOW Mb utrtuurwna ap3RPR S -E :Artnaet _ i iW DDFS RKIED He1EOktDAY-OF _..;, icelor CHAIR, DOM OF Coat iXiaNSSIIIMPRIL Mink YIELD MOM c+A•rIV ME BOW OT: ma x Ct.DS PO TIE Bain • PROPERTY OWNER'S APPROVAL: THE i DER5lR4ETi MAX* PROPERTY ONt CO RENEW sal-- is -ME *wog DY o V WW UTiVEWPRE rSWe1@Otl olcAS mamma men. •nRS, - DAY of - -- - -. „ , Rai x416-• 151 RKJNS n: ONRAciurs eEI 1 1VI RETESUIPLCES, LL, 1_ A SITE SPEOFIC DEVELOPMENT PLAN AND SPECIAL REVIEW PERMIT, LEMMA KIR MINERAL RESOURCE DEVELOPMENTIP4CLUOI OPEN PIT NSW (SAND.()RAWLANLW STONE) iN THE A(A'dRtCLM1.JRAUZOP4E DISTRICT, AS INDICATED IN THE APPLICATION MATERIALS ON FILE AND SUBJECT TO THE DEVELOPMENT STANDARDS STATE() HEREON- (TtPART Noir OF PI AMNING SERVICES) 2 APPROAAA Or PLAN MAY CREATE AVAESTED PROPERTY RIGHT PURSUANT TOSECTION 23-8-10OFTHE WEI.C COUNTY CODE (DEPARTMENT Of PLANNINGSERV10ES) 3. ALL LIQUID AND SCUD WASTES (AS UEFINW N THE SOLID WASTES DISPOSAL SITES AND FACtl.IT1ES ACT, 30 2010IS. G.R.S., AS AMENDED) SHALL RE STORED REMOVED FOR FJ'IA L DISPOSAL 1N A MANNER THAT PROTECTS AGAINST SURFACE MO GROUNDWATER (X)PITaAMIMAI)Oa (0EPARTKENT OF PUBLIC HEA,.TH ANO 1RL]NMEBVT) 4, NO PePtiusounifU1$PQ%At_ OF WASTES WALL PERMITTED AT THIS SUP. THIS IS NOT MEANT TO INCLUDE 'THOSE WASTES SPECIFICALLY EJXCUS:1E) FROM NE DEf Nf TlON CF Ft $OUb VKA$TE IN THE soup 1'KA$TES C S'OSM, SITES AND FAt1(fl WES ACT, 3D21)100.5, 100.5, C.R,S., AS AMENDED, (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) S, WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED IN A MANNER MT CONTRots FUOITWE DUST. PJOITNE PMYICULATE alaSiolirse atovum DEBRIS, AND OTHER POTENTIAL NUISANCE COPJDiTtOt , THE FdCILiTY SHALtOPERATE iN ACCORDANCE YAM CHAPTER 14. ART1OL E 1 OF THE WELDCOUNfY Cry, {DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT} 6. R1GtIiYVE CILIST SMILED ATTEMPT TO SE tX)YRPWJ) ON OE PRCPERTY, USES ON THE PROPERTY SHOULD COMPLY iV ATH THE COtC!1AIXI MR QUALITY COMMIS$MON'$ AIR QUALITYIR£GUWTION3. (DEPARTMENT CF PUBLIC HEALTH AN'oE MRCt1MAEMT) T, 714E FMt arn, SHALL ADHERE TOTHE MAXIMUM PERMISEI:LE NOISE LEVELS Au,OINEOIN THE PJfUSTRtAL ZC;HE AS D3INEAATE 3IN 25121 E CARS. (DEPARTMENT DA PUBLIC HSAL.TMAM) EH tRONHEM} 8l THE OPERATION SHALL RFAIO1AE, HANDLE,. AM) STOMAS S OVERBURDEN. SOIL SAND AND GRAVEL FROM THE FBI ffY M EA IN A stAMdNE t THAT PREVENTS NUISANCE C CTI4[MOW (DEPARTMENT OF PUBLIC HEALTH AND flMRCW C41 ) 9. PORTABLE TOILETS /.ND BOTTLED WATER ARE ACCEPTABLE BLE TO PROVPID'E DRINKING AND SANITARY sumo TO TIME STTL. RECORDS OF MAMNTEIPJWNCE AN() PROPER DISPCSAALFog T'QRTABLEopiL SHALL REREtMtEOONAAQUARTERLY BASIS AND AVM VOILE POI! REVIEWcot meWELD COUNTY DEPARTMENTOFAMC HEALTH AND EMMRONItLENT. popmetE T iLE)S SHALL BE SERVICED EY A OLEANSR LICENSED IN WELD COUNTY AND SHALLL CiN+TT,AAiMN HAND SANTOZERS. (D WrTAIIENT OF PIJaK; HEALTH AND ENVIRONMENT, 10, THE OPERATION SHALL CONIPLY OATH ALL APPLICASLERULES AND iREGUI.ATIONSorTHE =CRAW E ViSION OFRECLAMAtTION WANG AND SAFETY. QPARTMM$NT OF P1.iet.IC HEALTH AND ENVIRONMENT} 11. TIE ova i,i ON SJ'MLL COWL? 1NP'i H THE MINE SPAY A1(0 HEALTH RIOT (MASftA). (DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT) 12. THE maim Y Amu, Ka try THE COUNTY OF ANY RE: ADOA?tQR ANtMDM &GPDIMON OF AMY STATE ISSUED P'ERMir. CQEP.ARTMENT 4F PUBLIC HEALTH AND ENVIRONMENT) 'S5. THE APPLICANT SFt*LL HOMY THE COUNTY UPON RECEIPT OF ANY COMP%MNCE ADVISORY OR OfiER NOTICE OF NONCOMPLIANCE OF A STATE ISSUED PERMIT. AND CF THE OUTCOME OR t?SPC5mDIN OF MY SUCH CCRIPEIAJ'JCEADV1IS4RY OR OTHER AMC*OF NONCOMPLIANCE, (CEPARTMlEP4TOFPUBLIC HEALTH AND ENVIRONMENT) 14. TI'S OPERATIONSHAU. COMPLY WON ALL P'PPLiCABL.ERULES AIR) RESLRAiAT S OP STATE ANO FEDERAL AGENCSES AND THE WELD COUNTY CODE (DEPARTMENT OF pram HFA.i_TH AND EMARONMISNIT, i5, THE HISToRMCAL FLOW PAAT7'E'fdlS Ate RI 4OPF AMOUNTS ON THE TATETALL $ . w4HITAINEt (DEPARTTdRMT OF PLAi1MNtQ SERVICES -DNGINEER) 1t W colI TY IS NOT RESF'O14SSL.E POP TIMEM MKTE►P NICE OF,O7+16f1'E QR+u!imos RFL,ATEil FEATURES, (DEPARTMENT OF PLANNING SERViC 5 -ENGINEER) 17, A FLQ(*) HAZARD DEVELOPMENT PERMIT IS REQUIRED FOR ALL CC NBTR.UOTIO N OR DEVELOPMENT MCCRERiR O N THE FLOOOPLA*4 OR ROC IOMAY AS DELINEATED ON FEDERAL EMER13ENCY PAANAOEMENT AGENCY (FEM A) FIRM COMMUMiY PANEL MAPII03123C-1480E EFFECTIVE DOE JANUARY 20. 2 1$ (CACHE LA POUDRE FLCO'DPLAIN . ANY DEVELOPMENT SHALL Com PLY unites ALL APPL1CAABLE WMLD COUWTY REQUIREMENTS. COt V1RAVQ WATER CONSERVATC SOAR° REQUIREMENTS AS DESCRIBED IN RULES AND RE04$-AT rOP$ FOR REGULATORY ftODUPLPJNS iN COLORADO. MJD FEMA RECTULATIDTIS AND R EOU1RE MERTS ,*S OESCR$AED iN 44 CFR PARTS SE 00. MOSE THE FERA AssuSTIONOFDEVELOF1AEITLSANYVNJMADECHANGETOIMPRQAIEC1 uNimpROvEo REAL STATE,INCLtUDINGBur NOT UMOEDTOBUILDINGS OROTHER $TF[UCTUctEE, MINING, DREDGING, FELLING, GRADING, PAVING. EXCAVATION. DRILLING mnOPERATIONS, OR STORAGE{,tF EQUIPMENT AND MATERIALS. (DEP,ARTRIENTCF PLANNING WARMS - EL }DPLAUN) 18, r n& s FLOC flO1 I StAmilaARlEs MAY RE UPDATED AT MY TIME 'BY PERM. PRIOR TO THE START OF ANY OEYELOPNE f ACTIVITIES. THE a MASER SHOO lLD CONTACT WE D COUNTY To oETEFw1RE IF THE FLOMPL14MN AQ1JP CRC -HAVE BEEN MODITTED. (DEPARTMENT CaFPLANNING ?SERVICES —FWOD LANE 113. UOf'CflNCQN THE SITE SMALL RE MOONED S{!THAT THE LIGHTING VAU.MOtADVERSELY AAA= SURROUNDING PROPERLY OWNERS- (LS ARTISENTOF PLANNING SERVICES) 2a soul= OP LJGNTAmu BE sHies SO114AT SEAMS OR RAYS OF LIGHT WILL NOTSMNEDIRECTLY ONTO ADJACENT PROI°ERTIES.SOURCES OFUGSIT SHOUJLD'wi CAuSE A NUISANCE OR INTERFERE WITH THE ti9E on THE ADIACENT PROPERTIES N ACCORDANCE WITH THE MAP. IC1THER THE DIRECT. NOR REFLECTED. UGNT FROPJ ANY uGHT SOURCE MAY CREATE AiRAFFPC HAZARD TO OPERATQR2 OF MOTOR AIEHhCLES iON PUBLIC OR PRIVATE STREETS. tI0 COLORED UGFIT8 MAY QE USED WHICH WAY EIE CONFINED UWFTH, CR CONSTRUED AS. TRAFFIC CJ34VTRC . OE1lVC ES. (REPARYWiEMT OF RAM NS SE kMIC ES) R f, AECTIOM 234TEDIS OF THE VELD COUNTY C04E (MRS PIE HCIUC1$ OF OPERATION FOR 3AND AN>O GRAVEL OPERATIONS TO THE HOURS OF DAY LJOWI 'MEAT ET THE CASE CF pare OR PRIVATE EMERGENCY OR 10 MAKE NECESSARY REPAIRS TO831.11PMEt4T. HOURS OFOPERA-tKM MAv BE EXTENDED WITH SPECIFIC P'Cfftti;45(ON mom THE wan touter OCARD cI COUPftYCOMMIBS1 Rs. ToSRESTRICTION SHALL NOT APPLY TO DIPERATKiNOf AVMIMSTRATiilEANLTf' ELflrA+'E OFFICES OR REPAIR MD MAINTENANCE FACtLiTIES LOCATEDCIATTHE PROPERTY. (IlET'AAROSENTOFPt-ANHMiG SEJM MES) 512- E]GSTING VEggETATlOWAND CROIA4) D R ALOWS P7J4LIC ROAD FRONTAGE AND DRAINAGE WAYS SHALL GE PRESS D. MAINTAINED. TEMP S JPPL MDNTEa. L NECESSARY, FOR THE DEPTH OF TPE. SETBACK *4 (W> R 10 PROTECT 14t1AIMJST ANCOR REDUCE NOSE, OUST. AND EROSION, (DEPARtATENT OF PEARMH `a SERVICES) 21 ItEotSiONS AS APPROVE:3SY THE COLORADO DIVISION OF REGLAN ATIO .'. MINING NCSAIR<1Y, MAT', AS DETERMINED BY VELD Gown, STAFF REM*UiRE As AMENDMENT TO Till$ tog mom DEPARTLIENTOF PLANTING SERVICES) 24, THE PROPERTY CRAWlEIR SHALL CONTROL 'NOXIOUS WEEDS ON THE SITE. (DEPACITIVENT CF PUBLIC WORKS) 25, BLILDiIIGS. EQUIPMENT AND STRUCTURES SHALL CONFORM TO THE REX,)UIkEMMtENTSOFTHE VARIOUS COMES AIOPTEC ATTHE TIME OP w-tMttAPPLICATION, CLAMMY Ti?E FOLLOWNG HAS BEENADOPTEOH'Y'nab COtiNW: 3012 TNIERMATIOM ALHLR.DLNGCODE:?U12i ERWMONALMECF(ANIC"IU OODE 2012 9iTERIO flONAL pWIA9$G C oC ' 2NE INTERNATIONAL ENERGY CODE: 2012 INTERNATiONAL,. FUEL GAS i OCE: 2M4 NATIONAL EI.EC RCAL iiUut 2009 MW 117.1 ACCESSIBILITY CODE AND P AP1I?a OF THE VIEW COUNTY 000E. (GIP AR:MO TC F EMU ING RePECtMI'11 28. HILALEACEPERMITS 1SStW ON 'THE PAUCEL.j'$) wILL BEREQUiRED TO Ai:MERE TO THE FEE STRUCTURE OF THE COUNTY-4d41DE ROAD IMPACT FEE PRWRAU AND THE COUNTY wan. PEE AA O GRRIP*OF tMPAOT FEE PROGRAM, (DEPARTMENT OF PLANNING SERVCES) a THE MUMS 't OF smoLOyEES ASSOCIATED AMTO THE ONLY OPERATIONS OA MINING ANTI mac:aspic orrEsATiossi'3UMITEDTO0PERSiONSA'ERsk$r, f]EPAIMAFNT OF PLANNING SERVICES) 20. Am Items 9INW , ACISE TO CHAPTER a T Ai7C.LE N DIVER:PH I AND APPEPJVD CES 23-G, 2SG AM) 43SE OF THE WELD C OUNEY COIN. {DEPARTMENT OP PIANISM SEITAITEDPROPERTY amyl OR OPERATOR SHALL PROVTOE WETTER EVIDENCE OF AN APPROVED EMEAGENCA ACTION MND&APETY PLAN iOPtOR i eFORE MARCH 16114 OF ANY GIVEN YEAR SIGNE°BYREPRESENT/OWES FOR TEFiREDISTRICT ANDTHEVIELOcattYC> IOEOFstivinE Noy -MANAGEMENT TOTHE uEPARTMC1tOFPLANNING SERVICES. juo'mTMORTOFRtiANIONGBERMES) 30. THE RM:1m TY OWNER OR OPERATOR SMALL 55 RE.SPOPIS1BLE FOR CONIPLYING WITH THE UETGHi STANDARDS OE SECTION a-WOOF TKE TWO COUNTY CODE 31_ THEPROPERTY OWNER OR OPERATOR SLIMS SE RESPON SE:1LE FOR COMPLYING WITH TIE OPERATION STANDARD) OF SECTION 23.2-2S OF TILE WE LO MINTY 00 , 3'2, THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING 'MTHTHEOPEN-MIMEO Ss'TA14DARPS CF SECTION 't3.44W. WELD COWRY WOE. SE, NECESSARY PERSONNEL FROM THE Watt CDUMTY DEPARTMENTS OF PLANNING SAS, MARC WORKS.APED PUBLIC HEALTH AIM ENv1RO IMEtT SHALL BE GRANTED ACCESS ONTO TIE PROPERTY ATANY REASONAME TINE IMORCJF.R10ENSURE TtHEACTiVITIESCMRIEDOLJTONTHEPROPERTYCDI MSWITH THE GOMMOKIOF APPIROVA.AND DEVELOPVENTBosom= RTATED#!EJ as AND ALL APPLtaAAALE1JYF11:?CDUNIYREGuumeNiS.(I Ak%USA`OFIPL.APeasafERVICES) T HE SPECIAL R Y1EINAREA SHALL BE um T EEO TO THE PLANS 9101 M4 HEREON AND GOVERNED EY TWE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY REGUrtTIONS_ SUBSOUITIAL CHANOES FROM THE PLANS OR DEVELOPMENT STAICIARDS AS SHOWN OR STATED SHALL MCKIM APPTIOVAL OF AN ANIETOSIENT OF THE PERMIT BY THE Vittb C OU111'TY BOARD OF COUNTY OOM N1SS ONERS BEFORE SUCH MOMS FROm THE PLANS OR UE ELOPM.ENT STMDA DS AVE PERMI -eel MY DINER CHANGES SHALL SE PILED LN THE WEICE OF THE DEPARTMENT CAf PLAMII JG SERVICES, DILL IN A�fCXX ORDMCE ROTH SECTION 221 -?-204,E OF THE v4EI D COUNTY CODE. IF THE USE MY SPECIAL REVIEWHA.8 I'WT OCUUENC ED FROM 11* DATE OFhf'RQVAL QR f& DISCONTINUED FOR A PERIOD OF TP- (9}cONSeraNE WARS. IT SHALL BE PRESUMED NAOTPIE, Tit COUNTY 'HALL INITIATE AN AVM*JWTRATNE REARING I G TO CONSIDER WHETHER TO GRANT AN EXTENSION OF TIME TO COMMENCE THE USE CR i3EV'CAE THE USE WI SPECIAL REVIEW. IF THE USE BY 'SPECIAL IREVIE'IAP 1 S REVOKED. IT SHALL BE NECESSARYTITFOLLOW TAT PROCEDURES AND REQUIREMENTS OF OIVI&1014 40F ThE WELD COUNTY CODE !N CODER TO REESTA EUSii ANY USE SY SPECIAL REVIEw. (DEPARTMENT OF MANNING. 5 VICES) 16. THE PROPERTY OWNER OROFERATOR EMI.L IIERESPONEEILE FQ# C UPLYRNil 1MTH AU. OP THE FOREGOING EL JPIJ8ff STANDARDS_ NOIC,OvPLIAIcE WiTH ANY OF THE FOREGOING DEVIE'LCP%ENF STAN DMLSTAN wows uAy 9E REAON ACM REVOCATION TION OF THEPERUPT S'Y THE Romp 'OFCOIJMV COMMISSIONERS. tDEPARNEW OP PLANNING -SERVICES) 37. RIGHT TO EXTRACT MINERAL RFSOUJRCFS STATEN Dr: WELD COUNTY HAS SOME OF TIC MOST ASIIP4DANT MINEPIRL RESOURCES, IP+ URANOO. BUT NV LIMITED TO, SAND AM] WEASEL, CbL, NATURAL GAS, AND COAL UNDER TITLE 34 OP THE COLORADO REVISED STATUTES, MINERALS ARE VFTAAL RESOURCES BECAUSE (A) THE STATE'S CoI'VE MALMI+ .QALDEPOSITSAREES ENTIALTiOTHESTATESECflt4 IY;(B)THEPOSSU USCOUM11ESCFTFESTATEFACEACRITICALShHORTS:JEOFSUCH OEPCSTS: AND SUCH DEPOSITS Swan n RE gala coRflP4G To A RA11ONAL ALAN. CALCULATED TO ATAYEI A0ASTE OF SUCH CLEFK]srrs AND CAUiE THE LET PRACTICABLE DISRUPTION OF THE ECOLOGY MO QUALITY OF WE OP THE CITIZENS OF THE POPULOUS CCAJNIlES (FIRE STATE MEAL RESOURCE URC LOCATIONS ARE Mti£5PREADTPROUGtJDUTTIE COUNTY AND PERSON MOVING INTO THESE AREAS MUST PWCO 7E1}REVARIOUSIMPACTSAABSCCIMtDWITH T1ilSDEVELOPMENT. OFTEN TIMES, MlPl Ritt RESOURCE, SITES ARE FIXED TO THEIR GEOGRAPHICAL Jim GEOPHYSICAL L ATIDiMS. MOREOVER THESE RESOURCES ARE PROTECTED PROPERTY RIG t a1 m N40*SACRAL OYIt,I &HOULRSE AFFORDED TIM OFPOR1IJNTIY2t)EXTRACTTHEMINERAL RESOURCE. 36 INEI.0 COMM FopeNt TO FARM; vials OQ1,INTY CIE ONE OF TIC MOST PRO WCTP E AGRICULTURAL COUNTIES N THE UNITED STATES, TYPICAL LYRANIFAR3 iN THE TOP TEN ODuMimsiNTHE cOUT!JTRYI$TOtn.MARKET VALUE OF AO HICCILILTURAAL.PRGICUCTS an. THE RURAL AREAS QFWELD i OUNTYMAY 'BE GPVIAND SPACIOUS, BUJTTHEY ARE INTENSIVELY USW FOR AGRICULTURE, PERSONSwNlff 1PUC A MJR,ALAREA MIST REiOQPUZE AND ACCEPT TIME At NBACKS, INCLUDES CONFUGTS WITH LONG-STANDING ACPCUJTUJRAL PRACTICES MCA MAWR tJ='AEI. CW SERVES THAN IN TOWN ALONG 1MTH 144 E. DR*WBACIS COME THE INCENTIVES WI CH AMTACT RA T LEMANDWELLERS TORO-COATETOiRUtALAREAS: OPENVIEWS. 0PACra4USM'IE'r5.' MI)UFE, LACK OFtom"IM1A7I.SEANOCQN SnOleik AND THE RURAL Amos PR ERE ANO RAY OP 11FE. WITHOUT NIZO1MORING FARMS. T ROSE FEATURES WIFC14 ATTRACT USN AN ISTIELLETTA TO RURAL MIDCOUNTY NTY MUM DI iCMLV ITE SOti FOREVER. AGRICULTURAL LITERS OP THE LAIC SHOULD NOT B£ EXPECTED TO CHANCE THEIR LOHKOESTAISUSHE0&aI wuLtAiRAAL PRACTICES TO AIMMOO NTEETME ItiTRUSIO►MtSOF LENIN USERS I TO A R11%I�AREV4„ VM L-RON AGRICULTURAL ACTIVITIES WL.LflENE9ATE #FAITE IMPA TS. !Noumea NOSE FROM TRACTORS AU) taT: SLOVA14tOVIND FARM VE.WIQfl ON RIETALROADS: DUST FROM ANIMAL PE. FIELD MRS. HARVEST mU ERAVELROADS; ODOR FROM AMAX- CCF4FIMIEMENT,iSISAtGE *Ht MANURE; SOME FROM DiTDI MiRNiN6: cues AHD MOSQUITOES: HUNTING AND TRAPPING AAECITLIME ; WI:503T1W SPORTS. TEM Ha OF TRASANCE iA LIEJEt= Mid 711E tj% OF PESTICIDES AND FERTILIZERS tN'R£ FTEIG5, INCLUDING THE USE OF PERMM. SPR AYINEA. TT 45CJC1IIIlMONPRACTICE FOR AIGRLCULt`URAt PRODUCERS TO UTILIZE AN AcCuIALTATION op AGRICULTURAL MACHINERY' MD SIMPLES TO ASSIST IN THEIR AGRLCULTU RAL oPE1tkTTONB. A CONCENTRATION- OF KISOEUATIOEUSAORXULTUITME MATERIALS OFTEN PRODUCES A VISUAL. DI5PAiRFFY EET'YUEEN RURAL ANC URBAN AREAS OF THE COUNTY. BORON 36 -41A -Tots OJIE a,. PROVIDES THAT AN AG$W LILT RAL OPERATION SHALL NOT BE FOUND TO BE A PUBLIC OR PRIVATE NUISANCE IF THE AIDRICULTORAL OPERATION ALLEASED YO BE A M 1LSANDE EMPLOYS METHODS t RRAQt1C ES THAT ARE =milky OR REASONABLY ASSOCIATED WITH AGRICULTURAL rftoDuCtiON. YA4'h.1`sfi yqS ems. A E) COP#TNUFS TO 8E, THE LIFELINE FOR TIC AGRICULTURAL. -COMMHIM I1 IS UNIIIEAU$TIC TO ASISAJille THAT Drinies AND RESERYMS MAAY S01My BE MOI*£ii'17RFTCJFTHE mar OFRESIEENTtAt DFWLOPMENT. IMIENJ MOVING TO THE COUNTY. L'ROPEfRT f owes AND #RE K:inn8I+R.IST REALOE WET CAPOCW TAPE VU Tst FROM stAlsoksrori nit Di , LAMA CR13THER STRUCTURES, UNLESS THEY HAVE AN AGAEICATEO RIGHT TO THE WATER. WELD It,t'XiKW COVERS B A LAND M A OF APPRtDIOMATELY FOUR TttOUSM1D (4.G00) SCUM! MIES IN SIN (I WAWCE THE SCE OF THE STATE OF OEt.AwARE) WITH MORE THAN THRAA TIOU SAND SEVEN HUNDF0AD WOO) tIM LES OF STATE AND COMM Mflf ROADS OUTSIDE OF MIUi4C 'AlUTFES. THE SHEER VA(PWTLJCIE OF THE AREA TO DESERVED ST1WTO•IESAIFAILABLERES0URCES. LAIN Of43F gENT eASED ON RESPONSESTO COMMAIMS MORE THAN ON PATROLS OF THE COUNTY, AND THE DISTANCES MOH Mu5T I'.10TRAWL-fl0 I4AIYow.LAY A4U, F ilERAE fl Y la:spasm,II'CJ1*10 LAW ENFORCEMENT, T, lWBUL*NCE, AID EVE. LIRE PROTECTION IS USUALLY PROVIDED BY vCIi ts/CEER$ WC VU& WAVE THEIR Jt3es AID FA#ttuE$ TO RESPOND TO rwERQENC1ES. =MY T'Y GRAVEL ROME NO RATTIER HOW OF!ET1'THEY MC SLAVED. NEWELL NOT PRQVI(JE THE SAME ISM) OF SURFACE FXPECTEr'D FROM A PAVED ROAD. WON REMOVAL PRWORL11ES MEAN THAT ROADS FQOM $UWV181Ot' S TO ARTERIALS MAY NOT BE GLEAREo FL?R SEVERAL *W'I AAF#ERA mum SNOWSTORM, SERVICES 74 RURAL AREAS, IN MPH? CASES, WU. POT 13F. EQUIVALENT TO 1ALJI CIPAL Malt,T . RURAL. DWELLERS MUST, BY 'PI CESSTT'A. BE MORE $ELF-suPR IEA4t THAN UR&AN DWELLERS - PEOPLE me EXPOSED TODIFFERENT FFER N HAZARDS P4 TI#t: VOI.$1TY THAN t$ ,AN L1RBA(V OR SUBURBANSETTING. FARM EDtltRl !PC *10 CL MD EQUIPMENT, PONDS AND TRRIG47)Os' mac, Q.ECTNLCAL POYVER FQR PUMPS AItyAEN7fk Eta OPERATIONS, 14G SPEEDTRAFi IC, SAND OURS, PUNCTURE VINES, TERRITORIAL ?ARM DOGS MD LIVESTOCK, AND OPEN BMW* PRESENTREAL THREATS. CONTROUUNGCHIIDREAM ACTIVITIES ISIMPoRtAtiff,NOTONLYFORTHEIR,SAFETY,OUTALLSOFOLRTHE PROTECTION OP THE FARMER'S UYEUHOCD. 323:A: P.4.Som. 1696 MIX RXX. Qt? $cwD WA N 34/41AsSOttac.fvM HUNT WATER, LLC 14401 %CR 'C Hamm at mot 470 #sop1T tt: art HUNT WATER, L .C - GRAVEL MINE ' E1.D COUNTY, CO ce U, • *MAMMA .. ra ■:>-grslra I Dt$i4nw so Am; 0�T1I1sc�, jA iss. R t.- L ,d worn mama! _i rata% vast eaciptIERitmera_ -.-. [DEVELOPMENT STANDARDS AFFECTED LANDS( FL X$ PILA2+1 INFO: gOMPIL n !Oft 9M. IS tOCAIEO CLIME* Tft FLAW:MAN Ej4l$i�M1/C; VEGETATION: J W011.11PRri. VARY tFJW 514RWT INFO; Para! C Bfni AC A KrilliCAIM At %IUNTU iA1• GEJ at►rA!I rfo•7a94ARA vaitutratarAsrei APPLiC'ANT HUNT' WATER, LLC 1448) MA 4O Pro,A Tnear, co rani cry_ At raLeS. Lit s :,131 NESPQM3,8UC root Se 7Y. W. at+. ON Artkir lint {+*Q to WM NOR FOR CC Li4' ct r TIN sni'cnaxt PAT?' OF mil rC .IATQM tt �, *CSC won *CRC PflP4&CD BY Cart. ArrAgi+ita Ltd- $1 W0PERIATEN WTb1 til_STVff4Y St5TMtt'r Pre_, MP THE Main 1310 it£CL.AAtr471CR mmHg air swtlwrr r+tFtlRrew CF h+.v ziatipf3 t. =rr. moony cal AEcs.DlNhliac PLurS imbue; AhlquMN MW&tt ANC F NE '$CNtCCO- r+EtraiN 1+o •isElicherr Jttrikrat bCtiS .F5 1+'_GES' Sut?r tMettICSOLIT WC LEE or '5W u!RE. sinucTur RE iNra sCC:LOT tUN. ALMerll= m*DAFC GREEtt VALLEY TVIIW, A[SErEI E e1Ek1HN;, rs-fR1ln, AMEN, STTlcAJ1E laus•CroOl war, otOASOE 51 WAAGE Elu7tt* 6S +MlM OUS 43taO4 G'S 4+M4CE0 EY W$ QM( :IL Se Gh9 FAL7LSI:a SLIFISO tdW1G 1LE St1E CfrOprgboll oat as ai "ow Coao mom Mar MRCS) FACT IVAT' EN KRIM) Rua OM ONION mom) Stlr7SJolt Cots UN'E r• **Alt 111111O11M4 #PPI1it.TENAN[ES (MAIM 8Y LAG mot ll 0MEAFIZAD POW; WE Mont SOUTH- EAST & R Si onowttl7_'j[7tCJ^ FraYck um?. IPRrvtLf") 37-6 Mir HEM (FERN-UC74COflhORPN.j 23-6 IJl41L WOO (K t-mcniAnctoo Ka] 1.1-6A IIEtI. t€00 {KFFA ',r"+INAQU.t:ttbj 25-s Wit Wogs (RK]RR- a /JINAa (9; N-6 (Op) vou, mon (ICPRA-UWANAULJIR+RF] CI -6 (002) val. IIC* ICRR-Ittt,Ctomol MD; Twappi t. Teter. SWIM ANC) WY HWY as (CENTURY WOK) Talnannur RAt Rows' Flaw, Oar ROE ;Lt:sE. tcriruNichticx S) 'ec Elects sLsSl%= f9EAAGd+G AN9g% tit57Artt£ t>E'tCTES Rank, ; ary3 NOM t CnSwriCE mm•-- -.• 4 wn..._.. -. nJ1w. n. .•.-..n .w. at. Ma• -w • s ML..• 154 IM S yir Nta- h worm nox 'butyl matt Zeman' COWER tE7Lt� eirsELEO (MOSS i' 1UT oar. NIA, h 0190 t+C7tl'a'F PM PIPE mum Remo meromiro Wit 6U,4D11Cfa.TRi►MPR E `a — a a a MOB ——ao-a�rrai_i— PFTltlTT fl UIDARY SEtT'OP IJSC eicairmirr Inc sliCtaCENT {T ,'/it'r,1AY USE EASEMENT LAZE FEU* OE' "as toot more LMJS Mal URIC 3APJPP Rr LW! 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CO 5GS3) 3O3,633.2*T6 Wierit.Crinti4ESKikaiCessitOri titer WATER, LLG 1_4ntv1Clt •to PILATUVRIAL Mak ECS14MI (Wier. pie t'ESICnEel r At EwaiC:.$attaalIowa Mt ix_ saw min AEON) Van a hd hol t>r MO.t rails act Tethys *AMINIARL MtWM EXISTING r,,t� cONtittnONS 3 MEC 0I LANDS! turn' DAMO Mr a SLIMY rCA'Ilt{ 1 J: Was Mary MEM At ACCESS ROADS FL0a0PLAN NFO: FEOOQPiAIN INM 513E !S LOCATED. OUTSIDE THE f''LIOODPtMM OWN G V€G AZiori_ ABRICULTUPAL FARM LM'•0 SURVEY C'JFO Pdlim` Corne 1 *M Vt I NICRIYL A•W'f t nfloit CO nI• Tr -]ate Issaw irtl-icaato APPUCANT: HUNT M1��. lie Imo* ia464?vim 4P ?LAW. CO MOW -r.sw. -- OW !MESana[% lxiC ►5 NOT R ONSi3L FOR SMu t lilt 0A, OR MOUT NE IRt&CI &iiy NOR FOR CWPiiMcS BY TiE APPROPRIATE PARTY' 4W Mt R€cs:Afi1Ge5 NUM. �4T THESE MASS grit PR Pi4C BY G:ML RIMOP LLP Ik CtIOPERAMON isIDl MEW awn AY 7M':L taw NE MOON OF RECAtIAT'& MsNAS MC SAFETY NitURME Of A1ttI' OUNCES 10 THE l4R+'K3 OR REcLWAnCII FLAK '14iiWiQ4 A'Rl Ai. IEP04rS AND rill =RAM iTEY-SCHS Atrd AMENDMENT skoptt,,AyNNS AS NO1135ARY i44CG(9i3IC ?it€ LEE OF THE NHL. MAP EGE:tt: 0,0 • • • F..w..,., f.' • iOMS MEASURED REARTIc ANDANI tt5.00;CE mows pF.oi'!4C elE&L%e4ta APID/Ok C RSIANCE SE' 241'' fa tBM ar !MO ataiStC CN 'F'pf+: LS3�'JIt' NA; at elms CCs ¶sad is' Ma* DO EItIna.tiY gu,,c *SEC tIDSZ J' tOT t+ WO Met PIPE FOAM REMO Sairrab { •vie 3dw S xis i'- tga= _;__,-,ilea' diaineeitallrosese Misr MC'S!' 416124-1,1a— FrfPrvA44. RIME LAC 8�a/•.�t�aMyr UNE. ),{•.0.�7� 9CCANCIARY.UNE 5eSOtAATJlt, tats _ n.s a —s —a —'STOW tilE • ---4--u 811011.11.•••••MOS ilDr - -t T -t- rl SANITARY :IC twos Lea Mitt CRNE WINK RCROU e ELECTRIC LIE [Q411c RMA.6) C ONMPACATION 1_n fE4R OPTIC LiltE —.�� +�• -Y- Ml' Ett44COOSAltik$Owt LINK PROPERTY OMER& )ritaaalwlart nr�. 3 LWar WWI& t a Mar A rune elnwrn%Ise I KWtaw Os ! (Oath edsf t1[ a isms resat MIA PentiAC It 1f.4aQa1 Hell SC MOILCI tm w'n s.c U PIIRMriatiaC 7e ortsystkornsr r 011% w#tttMtfP CC% mollusc? 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Pme:' e- rr. i .r. : INIIIr tre94ara MID - ! i das wrrr ws Jr� atel i r e :dlwree• r•araT I • I Or Olga Ika.4lfi.81 ire' SSD t s r ++ a+' Ire WIT MO SI illnelLaldlactilinethS SID rent S scarper Are flew car pflia er err a AMP'tilt- aitissla anal Athrawasksia 1 i as in me .aas r: ra ! a •f a r �IIJL RE,URcES, LL 1 323 stet P.O. Box 600 ruEtEpMCd.O BbS)u WIMINOWLOWILIRCeLCOll IUJNT WAT Eck tit 1441 WC% 40 AATTVTIAL CO adilt 14W Litt tunics.'!. Ole gist a M 2 J 111 U ew —=a- I HUNT WATER V altab 9•0011m: ,lam, lAMG� tt0u , l0' ml, PROPERTY OWNERS AFFECTED LANDS; twsl IMAM NI & wan Kfl(fEIS . +41*M15 6lMLt4 ui , POD s 4 AftE£5 ROME Fintimr Flootimufft nompoor art seilsAncisiup CRIME 111E PLOOC ulli E]t1S1ING VEGETATION: M,ThcuL.Tw:. rat LIIeD SLIMY INFO: Patti Comelibis, Lw ego W t.114 CARR ME =n3& cc EQIa710-2.iiais n•ardltlttOM1rt1 APPLICANT: Sari (LIT WATER, lit 1Ji#c li t KO Pial rEvtl E„ CO CHM' NOTE: ,..�.— _"•.._-.t w.•rY�-=1 a.. etw. ICSOOKEE1, at. 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Wafers_ rs SY a' JIM ISM Pa" 5 •" II 1 - .r`-/•ti� • •1! 1 a-40 .• "h,,_ ,f K„ 7 ' ` r 1,14 am_ t 1 f ate rt t4 • ti balfr ✓1r' iimrs r&L -a. r iro '% ee _ at7sti=•t----•aveer... aalwaala. — i" f set I lir / rw•r -tea, -low-•. Fa i a r_ _r•. r.. gPstairtr- 'aEW?•r faunas Pie tas wrrea flMwdl l ��•. • Jr 31 1 • Ai°voYCal Yr*of ealaa ide •� • rrawe' antaia2rif neg MI at r• ` 0307 I /aan Zir• .MMMI Ma it/ • • ' Y !r • an i r N. Irma di - '65 /- , th✓ ✓• 4 II ' t� ,•l s 'irY• • r • , 1• 1 1• J •` + srI �• • f j er r • .. ' S. • • �• r"•Jra + 's' . J 1. Jf Jff ice i f i11se .•frft� •f• f !fJ / tF lee/ • t f t• a T • er • -asSi' --- . ,aa;f•,n'; . 1r -j •` /`��.` _�`�,'-4+1ti�.•rt•t:.Yt. y[e�,� . 1•+ limeir - I- isa I 1r S,t' i aL Wu rail n1 •. as • r vtmar 3 ribemar i+ jr CAI term �•+ eperraaw at Flame wane 1 f • Jar ass, -•*ere ...L 7.r'� dur)*4W • J awe riot attarrarevee smaliOn .r :•}J fryjar tlfle Ii Ind -wane ma• a AIfYQ a 10414 Mairr *a. MI 4! +1 aidF•aararea /n. ore WIMO1 •., ✓ • tf1 S 1 ff itAS sir re a, rat& 1n E"sta 4 mac Oat MVO al TYPICAL - 1EUP0RAR1' MINING BERM CROSS 5F 1t11 Mar 10 OWE _"_ f 1 r 11 +-naa —»r 0 Poet z= 9 Mgr, leisnr Mgr gm nom •1WMae¢ .411;•-•—•—... s FJladannsa •F1 --a nwre�a:••r I, I I+chtle OM vein as - m Amman a* was arner owe f IL IFfetk•MMIS % dnoa taw MVO item imam {�ere 1 • tf ntallinfla awn* Aifilt t Patuq J J•{ de pant ea "A •• J t t 101 4 , .7 p. • NOWT draw Oal:r alfee vet J F `_ art sat- -r -0•i�r1I. _a . lY I. r? Pars I. 'rd.. u ,r• a sal a:11:1 log Mtn P tMf. a• list r� IIt'kie tiamorMGy s_ ihI IMAIMMar Q mfait totkagO (CLICS Oaf retTra Ore J r — _arun.== 0:1s ^1v'+ awns *at t Ittuaga n •ut func z Unit ha w a, 'IV .4la- iy Pk t a•Caf�' SV laser PO n, STASIU2ED CONSTRUCION ENTRANCE artterwriirst la sir Mm. rtaaM0ISII r/(• _ • 1 1 u n rina --�._.i.__-� -- _ Bear dYo tVirrann.a >~ 1 en P G . after eta Sae Jac jolt- GLOP Swot Alm Name ac f'Mrn ft PHIMPNOW1 X VIII MO tam© tp• morisb lbit eithicanntS t�IL REsstURcES, LL BIZ!Sits nun' P.O. Bon MC iaeos!ncc, Ct? e = 30'X.sh7.3Sn WInithaYllitt SOtJAces. C oet HUNT' WATER, LIZ s»aoa nau PtATRl *tt t'* 1m S!1 Odor aaM= Dr 0 _ A r Kr. _ Zr O SIMLA cam Er! CaTra Sri. t11h141111 aa' •.slam neon! g„th _ iMRaArtfD nva 1�?AI<a01 EXTRACTION PLAN 6 Kimley*Horn July 24, 2018 Mr. Andy Rodriguez, P E . Civil Resources, LLC 323 5th Street Frederick, CO 80530 Re: Hunt Farms Dirt. Pit Traffic Study Letter l &85/ H-60 I'' R-27) and USI-B5ANCR-36 eld County, Colorado Dear Mr. Rodriguez: The purpose of this letter report is to document the results of a traffic analysis prepared for the proposed Hunt Farms Dirt Pit, to be located along US -85 at the H-60 ' Ra 7) and WCR- 6 intersections in Weld County, Colorado. Specifically, two sites are proposed to be developed into this dirt pit. One site is located along the west side of U 38, and also west of H 0, whemas the other site is located directly on the northeast corner of the WCR-36 and US -85 intersection. The project location is shown in an attached aerial exhibit and attached vicinity map of Figure ''1. This traffic study identifies project traffic generation characteristics, potential project traffic related impacts on the local street system, and mitigation measures required for identified impacts of the following two intersections: • US -85 and H-60 R- 7) • LI --45 and WCR-36 In addition, the access to each site was evaluated. Access to the site on the west side of US -85 is anticipated to occur from SH-60 (WCR-27) at the existing field access location approximately 600 feet north of US -85 (measured center to center). An access is proposed along the north side of CR•36 for the site along the east side of l.I -85. Regional access to the Hunt Farms Dirt Pit will be provided by Interstate 25 (1-25) and United States Highway 85 (US -85). Primary and direct access will be provided by US -85, S1460 (WCR-27) and R-36. US -85 is a paved divided roadway providing two lanes of travel in each direction, northbound and southbound, and has a posted speed limit of 65 miles per hour through the study area. H-60 is a paved tiro -lane roadway providing a single lane of travel, northbound and southbound, with a posted speed limit of 85 miles per hour. It intersects with US -85 in a Intersection with stop control on the southbound SH-tic) (WCR27) approach. The southbound approach includes separate left turn and right turn lanes. The right turn is a channelized free right turn with an acceleration lane along southbound US -85. An acceleration lane also exists along northbound US -85 for left turning traffic to turn into to perform a two -stage left turn. WCR-36 Intersects with US -85, and is an unpaved roadway providing travel in the eastbound and westbound directions. The eastbound and westbound WCR-36 approaches to US -85 operate with stop control. Them is an at -grade railroad crossing across WCR-36, approximately 60 feet from the edge of US - 85. This approach leg of WCR-36 is paved at US -85 and through the railroad crossing, Left , �a f `, it „ay • ' �I. f-tw�l. �i�r•1� } � _'t { M' M�}1 wti'7 1. jb I �r+i''�'.' - t-'— ' i IS'4 `MY I 1 'P .4 471a .461 -�Il+ , . a le • _.� y Kimley>>) Horn Mr. Rodriguez July 2402018 Page 2 turn and right turn deceleration lanes exist along US -85 for all movements to H- 0 (WCR- 27) and W CR-$6. The existing intersection lanes and control for the study area intersections are shown in Figure 2 The project site is currently vacant land, used for agricultural purposes. The surrounding uses are also primarily vacant/agricultural with fans located nearby. The Town of i'crest is located approximately two and a half miles northeast of the site and the Town of Platteville is located approximately two miles to the south. Existing peak hour turning movement counts were conducted at the key intersections of US - 85/31 -1-60 (WCR27) and U r8 tW R- 6 on Wednesday, March 21, 2018 during the morning and afternoon peak hours. The counts were conducted in 15 -minute intervals during the morning and afternoon peak hours of adjacent street traffic from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM on this count date. Existing turning movement counts are shown in Figure 3. Count sheets are attached. According to information provided on the website for the State of Colorado Department of Transportation (CDOT), the 20 -year growth factor along US -85 in the vicinity of the site is 1.57. This value equates to an annual growth rate of 2.3 percent. US-85US-85 traffic information from the COOT Online Transportation Information System (OTIS) website is attached. Based on this, an annual growth rate of 243 percent was used to calculate future traffic volumes within the project study area to estimate the near term 2020 completion of operations for the dirt pit. Background traffic volumes for 2020 are shown in Figure 4. Site -generated traffic estimates are determined through a process known as trip generation. The number of employees anticipated as well as the number of truck trips in and out daily and per hour were estimated for the proposed dirt mine. The pit is anticipated to have four (4) employees assigned to both sites. For purposes of this study, it was assumed that all four (4) employees would arrive and depart in a common peak hour in a drive -alone fashion resulting in four (4) vehicles entering the dirt pit during the morning peak hour and four (4) vehicles exiting the pit during the afternoon peak hour. The dirt pit is estimated to haul a total of 800,000 tons of material from both sites over a two- year period. Assuming 50 working weeks a year, over the two-year time period totaling 100 - weeks, there would be 8,000 tons hauled per week. The primary work hours for the mine are anticipated to be between 6:00 AM and 6:00 PM onday through Friday (five, al 2N -hour days) with an 8 -hour shift occurring on Saturdays. Assuming 68 working hours in a week, there would be approximately 118 tons hauled per hour. Each truck can haul 25 tons per trip, resulting in five (5) trucks per hour <10 trips with 5 trucks in and 6 trucks out). These five trucks per hour would need five (5) drivers. These drivers were assumed to arrive prior to the morning peak hour (before 6:00 am) and depart after the afternoon peak hour (after 6:00 pm). Therefore, these five (5) employee truck driver trips are shown with no peak hour trips and 10 daily trips. Based on the estimates of five (5) trucks needed for operations, it was estimated that 60 trucks daily, making 120 trips (60 traps in and 60 trips out) will access the gravel mine each #1 -hour day. Table 1 provides the trip generation estimate for the Hunt Farms Dirt Pit. Kimley>>) Horn Table 1al Hunt Farms Dirt Pit Weekday Traffic Generation Type On Site Ern Flo yees [4.i In Weekday Vehicles Trips Alin Rodriguez July 24, 2018 Page 3 Daily AM Peak Hour PM Peak Hour In Out Total Out Total Truck Driver Em Dloyees1 5 � Gravel Trucks Taal a 4 0 10 0 120 5 138 9 4_. 10 14 a 4 4 • Based on the estimates, the gravel pit is anticipated to generate a total of 138 trips daily. Of them 14 trips are anticipated to occur during the morning and afternoon peak hours. Distribution of project traffic on the street system for Hunt Farms Dirt Pit was based on the area street system characteristics, existing traffic patterns, existing location compared to nearby population areas, and the proposed access system for the project The directional distribution of traffic is a means to quantify the percentage of site -generated traffic that approaches the -site from a given direction and departs the site back to the original source, Attached Figure 5 illustrates the expected project t trip distribution for the Hunt Farms Dirt Pit. Traffic assignment was obtained by applying the distribution of Figure 5 to the estimated traffic generation of the project shorn in previous Table 1. Traffic assignment for the project is shown in Figure 6 attached. Project traffic volumes were added to the 2020 background traffic volumes to represent nt estimated traffic conditions for the near -tern , 2020 buildout operations year of the pit. Attached Figure 7 shows the 2020 background plus project traffic volumes for the Hunt Farms Dirt Pit, Kirnley-Hom's analysis of traffic operations was conducted to determine if the addition of the Hunt Farms Dirt Pit project traffic can be accommodated to maintain acceptable operations of the existing - 5J H -6Q R- 7) and US-85/WCR-36 8-36 intersections without the need for improvements. The acknowledged source for determining overall capacity is the Highway Capacity' Manual. Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). For intersections and roadways in this study area, typical standard traffic engineering practice identifies overall intersection LOS D and movement LOS E as the minimum thresholds for acceptable operations. Table 2 shows the definition of level of service for signalized and unsignalized intersections. et,f -llom.carn 4582 South Ursief Street, Suite 1500, Denver, CO 80237 303 228 2300 Kimley>>) Horn Mr. Rodriguez July 24, 2018 Page 4 Table 2 •• Level of Service Definitions Level of Service Signalized Average jsec/ve Intersection Total h 1 Delay Unsignalized ignalized I ntersectio n Average Total Delay (sec/h) A ≤1O ≤1O > 10 ands15 l 5 B > 10 and is 20 C >20andS35 >15 andfl5 D > 35 and ≤ 5 > 25 ands 35 E > 5ands 80 > 35 and %50 F > 80 > 50 Definitions provided from the Highway Capacity Manual, Speciat Report 209, Transportation Research Board, 2010. The study area intersections and proposed accesses were evaluated based on average total delay analysis for u n si r is lined intersections. Under the unsigna lined analysis, the level of service (LOS) for a two-way stop controlled intersection is determined by the computed or measured control delay and is defined for each minor movements Level of service for a two- way stop -controlled intersection is not defined for the intersection as a whole. Synchro traffic analysis software was used to analyze the study area intersections. The Synchro Highway Capacity Manual (H 201 o) methodology reports were used to analyze intersection delay and level of service. Table 3 provides the results of the level of service for the study area intersections of U-85/SH-60 (WCR-27) and US -85 R-36 along with the proposed accesses to each site (capacity analysis worksheets are attached). 4582 South luster Street, Suite 1500, Denver, Co 8U237 303 228 2300 Kimlep> Horn Table 3 — Hunt Farms Dirt Pit Level of Service Results INTERSECTION TAM Peak Hour I PM Peak Hour Scenario Movement Ce Delay h j LOS _L Delay rh) L OS US -85 and 8H-(INClia27) 2018 Existing Northbound Left Eastbound Left Eastbound Ri qht * 11.3 21/ 0.0 B F C A 24.5 104.6 0.0 C F A 2020 Background Northbound Left Eastbound Left Eastbound Rio lit * I 11.9 33.1 0.0 B D A 33,4 375,4 0.0 D F A 2020 Total Northbound Left Eastbound Left Eastbound Fight * 12.0 35,5 0,0 B AE 33.8 543M9 0.0 ( 0 F A U 85 and -36 2018 Existing Northbound Left Southbound Left Eastbound Approach Westbound A., c3roach 1I.s 0.0 50.0 39.9 B A F E 12.7 141 273.8 24340 E B F F 2020 Background Northbound Southbound Eastbound Westbound Left Left Approach Ar L roach 1242 0.0 57.9 74.0 B A F F 13.1 14.7 358.0 429,2 B B F F 2020 Total Northbound Left Southbound Left Eastbound Approach Westbound A.Dproach 12,2 17A 57,9 106.1 B C F F 13.2 14.7 38642 506.1 B B F F 2020 Total Improved Northbound Left Southbound Left Eastbound Approach Westbound ApproachApp,roach # 12.2 17.4 57.9 31,9 B C F D 1342 14.7 243.5 50.3 _ B B F F 3144 0 L R -2T) Access 1 2020 Total' Northbound Left Eastbound An prcach 14,8 9.2 A B 945 13.1 A B _ WCR•36 Access 2020 Total Eastbound Southbound Left 1 An proach 7.2 8.5 A A 81A 8S A Free Movement Mr. Rodriguez July 240. 2018 Page 5 # Refuge/Acceleration Lane along Southbound US -85 Due to the heavy traffic volume along US -86 in the peak hours, it was found that some movements from the minor street approaches operate with long delays with the existing two- way stop control. At the US -85 and H-60 (WCR-27) intersection, the southbound left turn from SH- +j operates with long delays and LOS F during the weekday afternoon peak hour today. This -Asp .M1 l :.I rt• KimIey'>) Horn Mr. Rodriguez July Nit 2018 Page 6 southbound left turn volume isn't high enough to warrant alternate control. This is expected to continue and likely get worse into 2020, with or without the addition of the Hunt Farms Dirt Pit project. Likewise, the eastbound and westbound approaches at the US -85 and W - 6 intersection have long delays and poor level of service today and in 2020, with or without the project, This intersection also does not have high enough minor street approach volumes to warrant alternate control. However, unlike the US435 and H-60 (WCR27) intersection, a refuge or acceleration lane is not provided along US -85 for left turning traffic from the minor street to turn into providing for a two -stage left turn movement, This is an improvement that could be considered if desired. If an acceleration lane for westbound left turns to turn into along southbound US -85 were constructed, acceptable level of service would result during the morning peak hour and delay just above the LOS F threshold (by 0.3 seconds) would result during the afternoon peak hour. Otherwise during peak periods of high delay, it is anticipated that traffic currently reroutes, and will continue to reroute, on the surrounding street network to avoid turning left from the stop controlled approaches at these two intersections. Movements at both proposed accesses, along SH-60 (WCR-27) and WCR-36, 6, are anticipated to operate acceptably (at LOS A or B) with the addition of the Hunt Farms Gravel Pit project traffic. It is recommended that the driveway approaches to these public roadways be stop controlled with the installation of a RI -1 "STOP" sign. IIIIII R1111111111 Il 11 H n l I I I I I No turn Row ,,,�,;_ ro! $ (+V I iLr _ i i _ Ththc r _ allowed Iti_pgarinp*in that Likewise, since the addition of Hunt Farms Dirt Pit project traffic increases traffic by more than 20 percent on the east leg of the U -85 R- 6 intersection (adding 3 vph to 11 vph), it is believed that CDOT will require an Access Permit for this intersection. Auxiliary turn lanes aren't warranted at the intersection based on the traffic volumes, although left and right turn deceleration lanes are provided along US -85 in both the northbound and southbound directions. Due to the railroad tracks located across the WCRt36 east leg of the intersection in close proximity oximit to US -85 and the addition of truck traffic, it should be considered to install a W10 -11b warning sign that reads "50 FEET BETWEEN HIGHWAY & TRAKCS BEHIND YOU" underneath the existing "STOP" sign 4682 South Ulster Street Suite 1500, Denver, CO Kimley >>) Horn Mr. Rodriguez July 24, 2018 Page 7 In summary, it is anticipated that traffic from the proposed Hunt Farms Dirt Pit project can be accommodated uccesefull or in the same manner as current traffic oDnditions. The following improvement recommendations are provided for consideration: • CDOT Access Permit Applications are anticipated to be needed at the H-60 Access and IBS-5CR intersections. • RAH "STOP" signs should be installed for the pit access approaches to the public roadways. • H-60 Passing Zone stri p i t should be modified to No Passing Zone striping at the access location. • Installation of a W10 -11b "50 FEET BETWEEN HIGHWAY TRAKCS BEHIND YOU" warning sign underneath the existing "STOP" sign on the westbound WCR-36 approach to US -85. If you have any questions or require anything further, please feel free to call me at (303) 22&2300. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. ovine Curtis D. Rowe, P.E., PTOE Vice President 1,9 • 36355 1 rAr it:44 \ 7/24/2018 O _aid ittilhaitin "CV' - S1OWA 4582 South Mier Street, Suite 1.500, Denver, CO 80237 303 28 2300 NS 0NTS 0048411002 8Th 174 0 0 COLORADO BLVD GO RD 30 HUNT FARMS DIRT PIT WELD COUNTY, COLORADO VICINITY MAP PROJECT LOCATION CORD 44 FIGURE 1 lKirnley>> Horn—' Sto HUNT FARMS DIRT PIT WELD COUNTY, COLORADO EXISTING LANE CONFIGURATIONS ` P4C="1=rrFall Pas 098548002 LEGEtsla Study Area Key intersection Stop Controlled Approach Roadway Speed Omit FIGURE 2 Kiml?' >>)Horn Wednesday, March 21, 2018 7:00 to 8:00 AM (4:30 to 5:30 P M ) A, • • . , t f: f_t IF 1 i i . i • . . . _ . . i.e 1 • 1 ■ • , • • . PROJECT SITE 1 , • . . , - . 4 . . a • 4 I • , • • • 4 . • 1 4 4 • of i • • I Is . • • 1• . l • • a a • • J • f 4 • / ; t e • { • - • co r 0 to cn LL 1 t .., • •. • • • 1 t , + , • . , • • . r 0I 0 trs CO RD 36 NJ4n-r lFas 096544002 Wednesdoy, March 21, 2018 7:0O to 8:00 AM (4: 30 to 5:30 PM) HUNT FARMS DIRT PIT WELD COUNTY, COLORADO `EXISTING TRAFFIC VOLUMES poi • LEGEND Study Area Key Intersection Weekday A (PM) XXX(XXX) Peak Hour Traffic Volumes Estimated Daily Trof•fic Volume FIGURE 3 Kimley*Horn lam" ntit 4)14 o- 04 `' \ a 43%, 1/7 are. etp, ,• • 1 I a 1 • • • F • • T • • • 1 • • NINO • I 4 • r a • T • • • • • • I ! a . • • . • • .. 4 • a • • Y 1 • • • •• • • . • • 1 1 ! • 4 SP • • a • • • 1 a 44444 • • • • • • • i a i 1 • T • r • • •• S a IF • • 1 • • • • • • i • Tit • / 1 • a • • • • �'• /F• •{ •� • • • t • • ts. r Ij t (jaj� •(�.�- I Is • SITE T • • • • Y 1 #.•••a•••• • •I I ! • Y • • • • • • 414 Y • • • • • • • • • • R •' • a Ids Re. • / • • T \ 1 ! 1 1 \ 1 i • w i • 1 f 1 t t • • • • • • T 1 • • 1 • • % a I • a • . • • a 4 • • • r 1 • SSS • f • • r \ • P a • • - T•. • • a - a a • • •i • a • . • • • a , 1L L 4 1 U. ' 0 Sicc"---1 (4) 411) Jst. HUNT FARMS DIRT PIT WELD COUNTY, COLORADO 2020 BACKGROUND TRAFFIC VOLUMESIKirnley*Horn •• _ 0 0 a) r • 444444, CORD 36 Nki WES 09048002 L oc a LEGEND • Study Area Key Intersection Weekday AM(PM) fxx,xoc" Peak Hour Trrff c Volumes Estimated Daily Traffic Volume FIGURE 4 " • [2W4- (55%3 Thi N • r I • 4 • • a • j, • , • aa.. PROJECT / I SITE • • + 4 I • • Y • SI • • M • • • • • • I d • • • • I I • i f 4 } HUNT FARMS DIRT PIT WELD COUNTY, COLORADO PROJECT TRIP DISTRIBUTION • y/ C 42‘4%—> ,d O42 CO RD 36 r Irsis 1074 4- 15% -4-#1 rrnsi itis CO548002 en u 10 -IS- LEER Study Arec Key Intersection )CX (XX%] Entering[Exiting] Trip Distribution Percentog FIGURE 5 I Kimleys Horn 'NNNN NNN, r a . • . • . . t . ♦ • + • • • . J f c 4 r 4 V . • • • • . • . • . • • • • •• r L II :PROJECT. SITE • • . • j • , - • ; ■ I I • • • • ♦f • I r Il I- 4.'- Y . • . • 4 , . a to l I U, t7 CO RD 36 raid 0 n—rr $15 098 F1/4---1(7) <-0(0) 2(1) iadl 0(0) HUNT FARMS DIRT PIT WELD COUNTY, COLORADO jROJECT TRAFFIC ASSIGNMENT 1s LEIND Study Area Key Intersection Weekday AM(F M) XXX(XXX) Peak Hour Traffic Voi urn es xx, xoo Estimated Daily Traffic Volume FIGURE 6 Kimley * Horn ▪ . . ■ ■ . • .. • • i a • r • • . • i r . ■ J I VP r • . - 1 , i a , • V • • ••• . • • L TI . •� PD 0 'J r• 8 , dr.. Woo 1(2 aJ T IAA I J 4 L • I J tci sc-fp 4.5 nib • • , J • ■ It • ■ r - , • ► 1 . 1 ■ :PROJECT .. SITE I 11, in ins QQ r HUNT FARMS DIRT PIT WELD COUNTY, COLORAD FIGURE 7 2O20 BACKGROUND PLUS PROJECT TRAFFIC: vrn HIVES F 4 J 1 0 I Co NJ f `Th NIS CS6548002 p Nt hit Ake - 4 gb err vett tom,., /.. 1 /{ /Nit ab.9 RD 36 115 LEGEND, udy Area Key Intersection aekdoy AM(PM) Kok Hour Traffic Volumes fir'r1rated Doily Traffic VOLMIC CIVIL RESIMJRCES 'AC LNSIMEERs 6c PLAt' NSRS MEMORANDUM TO: CDOT & Project File FROM: Civil Resources, LLC DATE: August 47, 2018 RE: Access Permits Related to the Hunt Water, LLC Gravel Mine (ORMS Permit 2018-027) This memo summarizes the information included with the CDOT Access Permits, Two Permits have been attached, one for US Highway 85 via Weld County 36 and one for State Highway 60. The traffic study done by Kimley-Hom and Associates is also attached along with the Use by Special Review plan set submital. The project is proposed to begin in late fall 2018 or early winter 2019. The property owner intends to slurry line the property and mine topsoil and overburden approximately 10 feet deep. The ultimate use of the property is water storage for use in irrigation. Access from the east phase of the mine will be via an existing access on Weld County Road 36 with some traffic going west to the intersection of WCR 36 and Highway 85 (3 peak hour trips), The west phase will have access via an existing access point on the property that enters State Highway 60 (13 peak hour trips), Both access points are temporary in nature with the Highway 85 access being used for approximately 12 to 18 months and the Highway 60 access being used for 2 years to 5 years. Please contact me at 303 909 0776 or andy@civiresourcas,com with any questions. Attachments: Access Penn! - State Highway 60 Access Permit — LIS Highway 85 via WCR 36 USR Plan Set Submittal TtS (K/inlay Horn) J; HatBirwin-105\DHF-Gravel MIn hCDOTmemo-hunt-. sspermitdoc 323 FIFTH STREET* FREDERICK, EDLOSADO BCi63O is PHONE: 303.833.1 41 6 • FAX; 3O3,R33,zssa Notice of Inquiry Development Within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 8/2/2018 Municipality With CPA or IGA Milliken CPA Name of Person Inquiring David Hunt Property Owner David Hunt Planner Diana Aungst daungst@weldgov.com Legal Description LOT A and B CORR RE -3994 and LOT A RE -1639 SE4 6-3466 Parcel Number 121106400054,121106400055 and 121106400056 Nearest Intersection B 36 and CR 25 1/2 Type of Inquiry PRE'1 B-0215 Gravel pit The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit rapter 19 of the Wel t county Code f©r specifics on your agreement. Weld County Comments Do you wish to annex? Vic /- al- 4:s f„, peva retriiik P/orinnef Corvr,wtS5/ors eel g.israwri4 Name, Title of Municipality Representative Municipality Comments kcjA1O1.1ttrst Signature of Weld County Planner y ti A ignatuu. - . f M ni pality Representative Piase return the signed form to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 "' (970)304-6498 fax ti Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or JGA) Boundary Date of Inquiry 8/2/2018 Municipality with CPA or IGA Platteville CPA Name of Person Inquiring David Hunt Property Owner David Hunt Diana Aungst daungstweldgov.com Planner Legal Description LOT A and B CORR RE -3994 and LOT A RE -1639 SE4 6-3-66 Parcel Number 1211064000541121106400055 and 121106400056 Nearest Intersection CR 36 and CR 25 1/2 Type of Inquiry PRE18-0215 Gravel pit The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weir] County Code for specifics on your agreement. Weld County Comments Do you wish to annex? Name/Title of Municipality Representative Municipality Comments See the attached letter dated August 21, 2018. cet( C kr PA Melissa Kendrick, Town Planner Signature of Weld County Planner Signature OT 'municipality representative Prase return the signed form to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 "' (970)304-6498 fax August 21, 2018 Hunter Water LLC 14460 WCR 40 Platteville, CO 80651 Attn: David Hunt Subject: Gravel Mine Proposal — DRMS 112 Permit D e ar David, We have reviewed the information submitted regarding the application for a gravel mining operation between WCR 25.5 and SH 60 and north of WCR 36. The site is located within the Town's Three Mile Area Plan and the Urban Growth Area of the Comprehensive Plan. Specifically, the site is designated as Developing Urban which means the Town has identified this area for future urban growth. The Town is not interested in annexation at this time, but supports the gravel mining plan that leaves the area adjacent to SH 60 available for future development. We appreciate the opportunity to respond to t a 's notice of inquiry and look forward to the land use application for this project Let me know if you have any questions. Sincerely, j4. 1 A d Melissa K a drick, Town Planner cc: Troy Renken, Town Manager Town of Platteville ' 400 Grand Ave. `'ia Platteville, CO 80651 ' 970-785-2245 —' kend rickplan ni ng@grnaii.com Hello