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Home My WebLink About20183973.tiffEXHIBIT INVENTORY CONTROL SHEET Case USR17-0072 - PIONEER LAND COMPANY, LLC, CIO NORTHERN COLORADO CONSTRUCTORS, INC. Tyler Exhibit Page # Submitted By Z. 1-44 J.C. York AA. 45-68 J.C. York Description Updated Traffic Study (received 12/27/18) PowerPoint Presentation (received 01/16/2019) Drawings from Community Meeting: Truck Haul Route, Access Improvements, Dust Control Plan, Lighting Plan, Monitoring Well Location, Reclamation Plan, Landscape Plan (Cantrell), Processing and Screening (received 01/16/2019) AB. 69-76 J.C. York Attendance List and Minutes from AC. 77-86 J.C. York Community Meeting (received 01/18/2019) Email Correspondence with Anadarko AD. 87-100 J.C. York regarding potholes (received 01/18/2019) Road Maintenance Agreement with Fort AE. 101-103 J.C. York Lupton (received 01/18/2019) AF. 104-105 J.C. York Email correspondence from Anadarko concerning Surface Use Agreement (received 01/22/2019) AG. 106 Steven S. McWilliams Email of opposition (received 01/22/2019) Standard operating procedures (received AH. 107-109 Applicant 01/22/2019) Bennett pit on -site truck safety protocol Al. 110-112 Applicant (received 01/22/2019) NCC- Bennett pit groundwater monitoring AJ. 113 Applicant (received 01/22/2019) AK. 114-115 Applicant Predicted sound levels -North (received AL. 116 Applicant 01/22/2019) Predicted sound levels -South (received AM. 117 Applicant 01/22/2019) Access Road Signage Plan (received AN. 118-119 Applicant 01/22/2019) Groundwater monitoring plan map AO. 120 Applicant (received 01/22/2019) Safety and hazard awareness for visitors, customers, and contractors (received 01/22/2019) AP. 121 Applicant Landscape site plan (received 01/22/2019) AQ. 122 Applicant Windell Bern Details (received 01/22/2019) 2018-3973 Bennett Pit EXHIBIT \SQfl-UOn7_ Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 Prepared By: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.com/ Joseph L. Henderson, PE, PTOE 303.589.6875 joe@sustainabtetrafficsoIutions.com Joseph L Henderson's electronic or digital seal and signature is effective only as to that version of this document as originally published by Joseph L. Henderson. Joseph L Henderson is not responsible for any subsequent modification. corruption. or unauthorized use of this document. To verify the validity or applicability of the seal and signature. contact Joseph L. Henderson. Table of Contents 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 Introduction Study Assumptions Page I ■ ....................... •;U • t • ....................i..........................,........... t ■ Existing Traffic Volumes 2 Crash Data. Site Generated Traffic Volumes 5.1 Trip Generation 2 5.2 Trip Distribution and Assignment Future Traffic Volumes 2 6.1 Auxiliary Lanes 3 Level of Service Analysis Traffic Signal Warrant Study 3 Multi -Way Stop Study 4 Conclusions and Recommendation........................................ ........................... List of Tables Table 1 - Summary of Daily Traffic Volumes Table 2 Summary of Peak Hour Volumes Table 3 - Trip Generation Estimate Table 4 - Intersection Operational Summary Table 5 - WCR 23 / WCR 24 Daily Traffic Volume Scenario Representing the Traffic Following the Opening of the Quarry Figure 1 Figure Vicinity Map Trip Distribution Appendix A Appendix B Appendix C List of Figures List of Appendices Traffic Count Data Crash Data VISTRO Analysis Results Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 Bennett Pit Traffic Impact Study 1.0 Introduction Northern Colorado Constructors (NCC) is proposing to develop the Bennett Pit east of Weld County Road 23 (WCR 23) adjacent to the intersection with Weld County► Road 24 (WCR 24). Figure 1 shows the location of the site. Construction aggregate will be mined in the quarry. The quarry is expected to be operational in Year 2019 and is expected to operate Monday through Saturday during daylight hours with the end of the business day at 4:00 p.m. The study has been prepared based on the Weld County traffic impact study requirements1. The intersection of WCR 24 f WCR 23 will provide access to the development. It is a T -intersection of two lane collector roads with side street stop control for the eastbound traffic on WCR 24. The east leg of the intersection will be constructed to provide access to the quarry. 2.0 Study Assumptions The following assumptions were utilized for this study. • Study Horizon. The Bennett Pit is assumed to be operational in Year 2019, therefore, the study horizon is Year 2019. • Growth in Background Traffic. Traffic on WCR 23 and WCR 24 is expected to grow based on projections that are contained in the 2035 Transportation Plan. The annual growth rates used in the study are: o North Leg - 7.9% o South leg - 5.6% o West Leg - 15.1% • Saturation Flow Rate. The saturation flow rate was assumed to be 1,600 passenger cars / hour I lane which is typical in rural areas. • Peak Hour Factor. The peak hour factor for the existing movements was based on the count data. For new movements, the peak hour factor was assumed to be 0.85. • Truck Percentage. Based on the data collected for the study, the percentage of trucks was assumed to be 6%. This assumes that trucks have three or more axles. 1 2 Weld County Engineering and Construction Criteria. Weld County. April 2012. 2035 Transportation Plan. Weld County. May 9, 2011. Sustainable Traffic Solutions, Inc. 1 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 3.0 Existing Traffic Volumes Traffic count data for the study were collected on Thursday December 1, 2016 by All Traffic Data. The existing daily volumes are summarized in Table 1, and the existing peak hour volumes are summarized in Table 2. The count data are contained in Appendix A. 4.0 Crash Data STS requested the most recent three years of crash data from Weld County for the intersection of WCR 24 WCR 23. The report provided by Weld County contains a list of several incidents at or near the intersection (see Appendix B). Six of the incidents highlighted in the report were crashes that occurred between December 25, 2014 and November 29, 2015. There wasn't enough information provided by Weld County to determine the cause of the crashes. 5.0 Site Generated Traffic Volumes 5.1 Trip Generation Quarries are not a land use that is addressed in the ITE Trip Generation manual} therefore, the trip generation was determined based on information that was provided by J&T Consulting. The truck and passenger vehicle traffic is summarized in Table 3. When the quarry is fully operational, the daily traffic volumes on an average weekday are expected to include 270 truck trips and 48 passenger vehicle and light duty truck trips. 5.2 Trip Distribution and Assignment The trip distribution for the truck traffic was provided by NCC and is shown in Figure 2. NCC assumes that all of the truck traffic will be on WCR 23 south of WCR 24. W R 18 will be used to access US 85 where the trucks will travel north and south on US 85. Passenger vehicle and light duty truck traffic will be associated with employees and vendors. That traffic is assumed to be divided equally between the three directions of travel to and from the site. The daily trip assignment is contained in Table 1 and the peak hour trip assignment is contained in Table 2. The distribution of the quarry traffic was based on count data collected at the Pikeview Quarry in Colorado Springs. 6.0 Future Traffic volumes Background traffic volumes (without the development traffic) were estimated by inflating the existing volumes for each leg of the intersection using the growth rates that are documented in Section 2.0. Tables 1 and 2 contain the Year 2019 background traffic volumes. The projected peak hour volumes at the completion of the project were estimated by adding the traffic that is expected to be generated by the Bennett Pit to the background traffic volumes (see Tables 1 and 2). 3 Trip Generation, 10th Edition. Institute of Transportation Engineers. September 2017. Sustainable Traffic Solutions, Inc. 2 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 6.1 Auxiliary Lanes STS reviewed the need for auxiliary lanes at WCR 24 / WCR 23 following the opening of the quarry in Year 2019. Weld County has criteria for auxiliary lanes that are contained in Section 6.6 of the Weld County Engineering and Construction Criteria. The following thresholds trigger the need for the construction of auxiliary lanes on arterial and collector roadways. • Left Turn Declaration Lane. A left turn deceleration lane is required when peak hour volumes exceed 10 vehicles per hour. • Right Turn Deceleration Lane. A right turn deceleration lane is required when peak hour volumes exceed 25 vehicles per hour. • Right Turn Acceleration Lane. A right turn acceleration lane is required when peak hour volumes exceed 50 vehicles per hour. A second criterion is that the right turning traffic would be turning into a single lane. Based on the thresholds, a northbound left turn lane and an eastbound right turn lane are currently warranted. Additionally, Weld County is requiring the quarry owner to construct a northbound right turn lane. 7.0 Level of Service Analysis To evaluate the performance of the intersections within the study area, the Level of Service (LOS) was calculated using VISTRO software. This software package utilizes criteria described in the Highway Capacity I!wllanual'. LOS is a measure used to describe operational conditions at an intersection. LOS categories ranging from A to F are assigned based on the predicted delay in seconds per vehicle for the intersection as a whole, as well as for individual turning movements. LOS A indicates very good operations, and LOS F indicates poor, congested operations. Acceptable intersection operation in rural areas is typically considered LOS C or better. The level of service analysis shows that the intersection of WCR 24 WCR 23 is currently operating at LOS A. The level of service is expected to remain at LOS A in the Year 2019 following the opening of the quarry. The level of service for stop controlled intersections is based on the lowest letter grade for the side street movements. Table 4 summarizes the operational analysis and the VISTRO output is contained in Appendix C. 8.0 Traffic Signal Warrant Study The eight hour and four hour traffic signal warrants were evaluated for WCR 231 WCR 24 to determine if a traffic signal will be warranted when the quarry opens. The signal warrant study was performed based on the criteria contained in the Manual on Uniform Traffic Control Devices5 (MUTCD). The warrants were evaluated using the criteria for a single lane on each approach. All of the right turning volumes were included in the analysis of the warrants. 4 5 Highway Capacity Manual, 6th Edition. Transportation Research Board. 2016. Manual on Uniform Traffic Control Devices. Federal Highway Administration. 2009. Sustainable Traffic Solutions, Inc. 3 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 To evaluate the eight hour and four hour traffic signal warrants, it was necessary to develop a 24 -hour scenario that would be representative of the traffic following the opening of the quarry. The existing traffic was inflated to Year 2019 levels and the traffic from the Bennett Pit was added to the Year 2019 background traffic. Traffic patterns at the Pikeview Quarry in Colorado Springs were used to estimate the traffic patterns for the Bennett Pit. The daily volume scenario following the opening of the quarry is contained in Table 5. Results of the analysis show that a traffic signal is not expected to be warranted in the Year 2019 when the quarry opens. The following bullets summarize warrants 1 and 2. • Warrant 1, Eight -Hour Vehicular Volume. The Minimum Vehicular Volume, Condition A, is intended for application at locations where a large volume of intersecting traffic is the principal reason to consider installing a traffic control signal. The Interruption of Continuous Traffic, Condition B, is intended for application at locations where Condition A is not satisfied and where the traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive delay or conflict in entering or crossing the major street. It is intended that Warrant 1 be treated as a single warrant. If Condition A is satisfied, then Warrant 1 is satisfied and analyses of Condition B and the combination of Conditions A and B are not needed. Similarly, if Condition B is satisfied, then Warrant 1 is satisfied and an analysis of the combination ofConditions A and B is not needed. The combination of Conditions A► and B is intended for application at locations where Condition A is not satisfied and Condition B is not satisfied and should be applied only after an adequate trial of other alternatives that could cause less delay and inconvenience to traffic has failed to solve the traffic problems. Result. This warrant is not expected to be satisfied for any hours of the day. • Warrant 2, Four -Hour Vehicular Volume. The Four -Hour Vehicular Volume signal warrant conditions are intended to be applied where the volume of intersecting traffic is the principal reason to consider installing a traffic control si g nal. Result. This warrant is not expected to be satisfied for any hours of the day. 9.0 Multi -Way Stop Study Multi -way stop control study was evaluated to determine if it would be appropriate for WCR 23 / WRC 24. The MUTCD contains the following support information related to multiway stop control. "Multi -way stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multi -way stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multi -way stop control is used where the volume of traffic on the intersecting roads is approximately equal." The MUTCD provides the following guidance related to the installation of multi -way stop control. Sustainable Traffic Solutions, Inc. 4 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 "The decision to install multi -way stop control should be based on an engineering study. The following criteria should be considered in the engineering study for a multi -way STOP sign installation: A. Where traffic control signals are justified, the multi -way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. B. Five or more reported crashes in a 12 -month period that are susceptible to correction by a multi -way stop installation. Such crashes include right -turn and left -turn collisions as well as right- angle collisions. C. Minimum volumes: 1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor -street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but 3. If the 85th -percentile approach speed of the major -street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2. D. Where no single criterion is satisfied, but where Criteria B, 0.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion O.3 is excluded from this condition." STS utilized the traffic volumes in Table 5 to evaluate the appropriateness of a multi - way stop for the intersection. The following bullets describe the analysis of each of the criteria that are contained in the MUTCD. A. Traffic Control Signals are Justified. A traffic signal is not expected to be warranted in the Year 2019 following the opening of thequarry. B.Crash Experience. The crash data that were supplied by Weld County showed that there were six crashes reported at the intersection within a 12 - month period. However, the County didn't have information regarding the types of crashes that occurred. C. Traffic Volumes. The third criterion involves the volumes approaching the intersection on the major and minor streets. Since the speed limit is 55 MPH on WCR 23, the volumes were reduced to 70% of the evaluation volumes. 1. Major Street Volumes. This criterion states, "The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day ...". The 70% volume is 210 VPH. WCR 23 Sustainable Traffic Solutions, Inc. 5 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 is the major street at the intersection and the highest hourly approach volume on WCR 23 is expected to be 95 vehicles. Therefore, the hourly volumes on WCR 23 are well below the 210 vehicle per hour threshold. 2. Minor Street Volumes. This criterion states, "The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor -street vehicular traffic of at least 30 seconds per vehicle during the highest hour ...". The 70% volume is 140 vehicles per hour. WCR 24 is the minor street at the intersection and the highest hourly volume that is expected on WOR 24 is 83 vehicles. Therefore, the hourly approach volumes on 'WCR 24 are well below the 140 vehicle per hour threshold. Regarding the delay on the minor street approach, the highest delay is expected to be less than 10 seconds per vehicle which is well below the 30 second per vehicle threshold. A basic assumption for all -way stop control is that the approach volumes on the intersecting roads are approximately equal. A review of the volumes in Table 5 shows that the northbound and eastbound volumes are expected to relatively equal following the opening of the quarry. However, the southbound and westbound volumes are expected to be substantially less than the volumes on the other two approaches. Therefore, the volumes on the intersecting roads are not approximately equal. Based on the analysis of the volumes that are expected following the opening of the quarry, multi -way stop control is not appropriate for WCR 23 /WCR 24. 10.0 Conclusions and Recommendation STS has drawn the following conclusions based on the analysis performed in the study. • Based on Weld County requirements, a northbound left turn lane and an eastbound right turn lane are currently warranted. Additionally, Weld County is requiring the developer to construct a northbound right turn lane. • The intersection of WCR 24 / WCR 23 is expected to operate at LOS A in the Year 2019 following the opening of the quarry. STS recommends that the intersection of WCR 23 / WCR 24 be controlled with stop signs on the eastbound and westbound approaches. Analysis of the traffic signal and multi -way stop warrants shows that neither of these forms of traffic control are expected to be warranted following the opening of the quarry. Sustainable Traffic Solutions, Inc. 6 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 Tables Table 1 - Summary of Daily Traffic Volumes Table 2 - Summary of Peak Hour Volumes Table 3 - Trip Generation Estimate Table 4 - Intersection Operational Summary Table 5 - WCR 23 / WCR 24 Daily Traffic Volume Scenario Representing the Traffic Following the Opening of the Quarry Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 Table 1. Summary of Daily Traffic Volumes Leg Quarry Scenario Traffic Existing 2019 Back 2019 Total North 270 16 340 360 South 1,045 286 1,230 1,380 East 0 318 0 318 West 917 16 1,400 1,420 Note. The existing volumes collected for the study are highlighted in yellow. The existing volume for the north leg was estimated based on the volumes that were collected on the other two legs. Table 2. Summary of Peak Hour Volume Scenarios Scenario Peak Hour + Northbound Southbound Eastbound Westbound T RT LT i t RT LT T ITT -I LT T RT Existing AM 35 10 --- --- 10 9 1 --- 30 --- PM 34 24 --- --- 6 U 41 -0 --- --- Quarry Traffic AM --- --- 12 0 --- --- --- 0 --- 13 0 0 PM --- -0 14 0 --- --- --- 0 --- 6 0 0 e a Background r 2019 AM 41 12 --- 13 4 --- 4 6 --- --- --- PM 40 28 --- --- 11 --- 63 --- --- --- Year Total 2019 d AM 41 12 12 0 13 4 2 0 46 13 0 0 PM 40 28 14 0 8 8 11 0 63 6 0 0 Bennett Pit 12-19-18 1&2 - Volumes 12119/2018 3:34 PM Table 3. Trip Generation Estimate Quarry 1 Daily Trips • Total In, Out Passenger Vehicles 44 22 22 40 20 20 Tandem Dump Truck 230 115 115 Semi Truck and Trailer 4 2 2 Light Duty Trucks 318 159 159 Total Notes: 1. The trip generation estimate was provided by J&T Consulting. C:\Users\JoeTr\Documents\Projects\Active\Bennett Pit\Project\Excel\Bennett Pit 12-19-18 3 - Trip Gen 12/19/2018 3:34 PM Table 4. Intersection Operational Summary Stop Controlled Intersections Existing Year 2019 Background Year 2019 Total `oi Morning; Evening Morning Evening Morn Evening Delay LOS Delay LOS Delay =_ : LOS Delay • LOS Delay LOS Northbound Left Turn 737 A 7.33 A 7.40 A 7.34 A 7.40 A 7.34 A Southbound Left Turn + Thru + Right Turn --- --- --- --- --- --- --- --- 0.00 A 0.00 A --- --- --- --- Eastbound Left Turn + Right Turn 8.59 A 8.67 A 8.71 A 8.81 A Eastbound Left Turn + Thru --- --- --- --- --- --- --- --- 9.59 A 9.44 A Eastbound Right Turn --- --- --- --- --- --- --- --- 8.66 A 8.62 A 10.00 A 9.82 A Westbound Left Turn + Thru + Right Turn --- --- --- --- --- --- --- --- Bennett Pit 12-19-18 4 - LOS 12119/2018 3:33 PM Table 5. WCR 23 / WCR 24 Daily Traffic Volume Scenario Representing the Traffic Following the Opening of the Quarry Time of Day Year 2016 Volumes Year 2019 Background Traffic Bennet Pit Traffic Year 2019 Total Approach Traffic WCR 23 sio WCR 24 WCR 23 nip WCR 24 WCR 24 wio WCR 23 WCR 23 nip WCR WCR 23 sic)W CR 24 24 WCR 24 wio WCR 23 NB I SB NB SB EB WB NB SB NB SB EB WB NBRT SBLT EBT IWBLTI WBT WBRT NB SB EB WB 0:00 1 0 0 0 2 1 1 0 0 0 3 2 0 0 0 0 0 0 1 0 3 0 1:00 1 2 0 1 1 1 1 2 0 1 2 2 0 0 0 0 0 0 1 1 2 0 2:00 0 4 0 1 3 1 0 5 0 1 5 2 0 0 0 0 0 0 0 1 5 0 3:00 1 1 0 0 1 1 1 1 0 0 2 2 0 0 0 0 0 0 1 0 2 0 4:00 2 7 1 2 7 2 2 8 1 2 11 3 0 0 0 0 0 0 2 2 11 0 5:00 10 14 3 4 9 12 12 16 3 4 14 18 0 0 0 0 0 0 12 4 14 0 6:00 25 35 6 9 29 28 29 41 8 11 44 43 12 7 7 5 0 0 41 18 51 5 7:00 45 40 11 13 29 36 53 47 14 16 44 55 10 0 0 11 0 0 63 16 44 11 8:00 24 31 6 8 29 33 28 36 8 10 44 50 9 0 0 11 0 0 38 10 44 11 9:00 27 34 7 9 23 22 32 40 9 11 35 34 15 0 0 19 0 0 47 11 35 19 10:00 29 30 7 8 26 25 34 35 9 10 40 38 15 0 0 19 0 0 49 10 40 19 11:00 26 41 7 10 31 26 31 48 8 13 47 40 14 0 0 13 0 0 44 13 47 13 12:00 30 31 8 8 30 22 35 36 10 10 46 34 21 1 1 21 1 1 56 11 47 24 13:00 39 34 10 9 34 34 46 40 12 11 52 52 12 0 0 12 0 0 58 11 52 12 14:00 34 42 9 11 46 24 40 49 11 13 70 37 13 0 0 12 0 0 53 13 70 12 15:00 41 53 10 14 46 32 48 62 13 17 70 49 9 0 0 8 0 0 57 17 70 8 16:00 61 35 16 9 38 43 72 41 20 11 58 66 12 0 0 12 7 7 84 11 58 25 17:00 43 50 11 13 43 30 51 59 14 16 66 46 1 0 0 0 0 0 51 16 66 0 18:00 23 12 6 3 16 18 27 14 7 4 24 27 0 0 0 0 0 0 27 4 24 0 19:00 14 16 4 4 18 9 16 19 4 5 27 14 0 0 0 0 0 0 16 5 27 0 20:00 10 11 3 3 11 6 12 13 3 4 17 9 0 0 0 0 0 0 12 4 17 0 21:00 3 10 1 3 16 3 4 12 1 3 24 5 0 0 0 0 0 0 4 3 24 0 22:00 6 9 2 2 7 7 7 11 2 3 11 11 0 0 0 0 0 0 7 3 11 0 23:00 4 4 1 1 4 2 5 5 1 1 6 3 0 0 0 0 0 0 5 1 6 0 Total 499 546 127 142 499 418 587 642 160 178 761 638 143 8 8 143 8 8 730 186 769 159 Bennett Pit 12-19-18 5- Daily Traffic Scenario 12/21/2018 2:19 PM Figures Figure 1 -Vicinity Map Figure 2 - Trip Distribution Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 i1 WCR 28 --\ L _ ___ _____ , , _Th_____ (---- LEGEND - Expressway — — - Principal Arterial — PROJECT - lino Arterial --\ At' r--_ SITE CO - ollectr 01 — - Local —,---7,...N. ____ WCR 22 M O Xl Cco xi iso — -.7\Nto ke ___...r i i . i ____ _ WCR I i , I 1 a - Bennett Pit Traffic Impact Study STS . V VICINITY MAP Scale 1 " - 6,000' Date December 26, 2018 Drawn by JBH Job # J&T Consulting Figure 1 / 1 WCR 28i _ _ 1 r 33 % I _ , LEGEND --/ --- - Expressway - - Principal Arterial - Minor Arterial WCR 24 C PROJECT - Collector --\ , - - SITE CO - - Local 33 % XX% - Truck Trip Distribution XX% - Passenger Vehicle \N‘---\\--. Trip Distribution A \NCR 22 5..„' „, C_T 100 `x ' c33 % to X) CO CO V _____,___ ke _ . \NCR1 la - a I I I i Bennett Pit Traffic Impact Study S 749 TRIP DISTRIBUTION Scale 1 " - 6,000' Date December 26, 2018 Drawn by JBH Job # J&T Consulting Figure 2 Appendix A Traffic Count Data Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 All Traffic Data l ® ME MX10140110 Services Inc. (303) 216-2439 www.alltrafficdata.net Peak Hour - All Vehicles 1NCR 24 (30) 13 0.53 11 (18) 1 W O 0 d (69) o ,�"1 1 LLIL WCR 23 38 1 ij W 0.82 E 31 ,.y 0 S r (58) 30 n C 0.89 WCR 23 nitr o w c3 1 I Location: 1 WCR 23 & WCR 24 AM Date and Start Time: Thursday, December 1, 2016 Peak Hour: 07:00 AM - 08:00 AM Peak 15 -Minutes: 07:30 AM - 07:45 AM I (71) 40 0.80 45 (70) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk 0 0 t i WCR 24 WCR 23 WCR 23 Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 7:00 AM 7:15 AM 0 0 0 0 0 6 0 8 0 5 3 0 0 0 5 2 21 89 0 0 8 4 0 0 0 1 1 22 82 0 0 0 0 7:45 AM 0 1 0 7 0 9 2 0 0 0 0 0 19 74 0 0 0 8:00 AM 8:15AM 8:30 AM 8:45 AM 0 0 0 2 0 2 0 1 0 7 0 4 0 6 0 5 0 5 0 0 0 0 7 0 0 0 0 5 1 0 0 0 6 1 0 0 0 2 0 14 69 0 0 5 3 21 0 2 4 20 0 0 0 1 14 0 0 0 0 0 0 0 0 0 0 Count Total 0 6 0 52 0 58 12 0 0 0 19 11 158 0 0 0 Peak Hour 0 1 0 30 0 35 10 0 0 0 10 3 89 0 0 0 All Traffic Data l ® ME MX1O14011O Services Inc. (303) 216-2439 www.alltrafficdata.net Peak Hour - All Vehicles (20) 12 0.60 31 (46) WCR 23 WCR 24 ¢' a' Q `Co (76) dILLPL 0 40 7 .. N W 0.84 E 0 48 (85) 41 n C niir o c r, c3 0.91 Location: 1 WCR 23 & WCR 24 PM Date and Start Time: Thursday, December 1, 2016 Peak Hour: 04:45 PM - 05:45 PM Peak 15 -Minutes: 04:45 PM - 05:00 PM WCR 23 (86) 47 0.64 58 (103) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk 0 0 0 N .7nC\ ekDE S 0 I0 0 p 1 t i WCR 24 WCR 23 WCR 23 Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total Hour West East South North 4:00 PM 4:15 PM 4:30 PM 0 0 0 6 0 2 0 6 0 1 0 10 0 11 3 0 0 0 1 1 22 105 0 0 7 4 0 0 0 3 0 22 107 0 2 0 0 0 26 115 0 10 3 0 0 0 0 0 0 0 0 5:00 PM 5:15 PM 5:30 PM 0 0 0 12 0 2 0 12 0 3 0 10 0 4 0 10 0 6 5 0 0 0 1 2 24 4 0 0 0 1 1 30 5 0 0 0 3 2 29 103 0 0 0 0 0 0 0 0 0 5:45 PM 0 2 0 10 0 7 1 0 0 0 0 0 20 0 0 0 Count Total 0 12 0 73 0 69 34 0 0 0 13 7 208 0 0 0 Peak Hour 0 7 0 41 0 34 24 0 0 0 6 6 118 0 0 0 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 1 Site Code: 2 Station ID: 2 W C R 23 SAD WCR 24 Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 12/01/16 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 49 49 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 49 49 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 49 49 04:00 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 48 49 05:00 0 0 0 0 2 2 3 3 0 0 0 0 0 0 10 47 49 06:00 0 0 0 0 2 7 7 8 0 0 1 0 0 0 25 48 49 07:00 1 0 0 0 5 12 8 13 5 1 0 0 0 0 45 49 53 08:00 0 0 0 1 1 6 8 7 1 0 0 0 0 0 24 48 49 09:00 0 0 0 0 0 3 9 10 3 1 1 0 0 0 27 51 58 10:00 0 0 0 2 6 5 11 3 2 0 0 0 0 0 29 46 51 11:00 0 0 0 0 4 9 11 2 0 0 0 0 0 0 26 44 46 12 PM 0 0 0 1 2 16 10 1 0 0 0 0 0 0 30 43 44 13:00 0 0 0 1 7 17 7 3 4 0 0 0 0 0 39 46 52 14:00 0 0 0 2 5 11 10 6 0 0 0 0 0 0 34 45 48 15:00 0 0 0 1 10 11 9 8 0 2 0 0 0 0 41 47 49 16:00 1 0 0 0 8 8 28 11 4 0 1 0 0 0 61 48 52 17:00 0 0 1 3 7 10 13 7 2 0 0 0 0 0 43 46 49 18:00 0 0 0 1 6 5 2 6 1 2 0 0 0 0 23 49 57 19:00 0 0 0 0 0 3 5 4 2 0 0 0 0 0 14 49 53 20:00 0 0 0 0 1 4 2 3 0 0 0 0 0 0 10 47 49 21:00 0 0 0 0 2 0 1 0 0 0 0 0 0 0 3 42 44 22:00 0 0 0 0 0 0 4 2 0 0 0 0 0 0 6 47 49 23:00 0 0 0 0 0 1 0 3 0 0 0 0 0 0 4 49 49 Total 2 0 1 12 68 130 149 104 24 6 3 0 0 0 499 Percent 0.4% 0.0% 0.2% 2.4% 13.6% 26.1% 29.9% 20.8% 4.8% 1.2% 0.6% 0.0% 0.0% 0.0% AM Peak 07:00 Vol. 1 10:00 10:00 07:00 10:00 07:00 07:00 07:00 06:00 2 6 12 11 13 5 1 1 07:00 45 PM Peak 16:00 Vol. 1 17:00 17:00 15:00 13:00 16:00 16:00 13:00 15:00 16:00 1 3 10 17 28 11 4 2 1 16:00 61 Grand Total Percent Statistics 2 0 1 12 68 130 149 104 24 6 3 0 0 0 499 0.4% 0.0% 0.2% 2.4% 13.6% 26.1% 29.9% 20.8% 4.8% 1.2% 0.6% 0.0% 0.0% 0.0% 15th Percentile : 34 MPH 50th Percentile : 41 MPH 85th Percentile : 47 MPH 95th Percentile : 51 MPH 10 MPH Pace Speed : 36-45 MPH Number in Pace : 279 Percent in Pace : 55.9% Number of Vehicles > 55 MPH : 9 Percent of Vehicles > 55 MPH : 1.8% Mean Speed(Average) : 42 MPH All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net SB Page 2 Site Code: 2 Station ID: 2 W C R 23 SAD WCR 24 Start Time 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 12/01/16 0 0 0 01:00 0 02:00 03:00 04:00 0 0 0 05:00 0 06:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3 0 4 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 3 4 1 0 0 0 0 0 1 0 0 07:00 1 08:00 0 9 14 6 5 0 0 0 0 0 0 1 5 12 10 8 3 0 0 0 0 0 0 0 0 6 13 7 4 1 0 0 0 0 0 0 0 0 2 38 39 0 0 0 4 1 7 37 39 37 38 39 39 0 14 43 46 0 35 44 48 0 40 43 46 0 31 40 44 09:00 1 0 0 3 10 15 5 0 0 0 0 0 0 0 34 39 43 10:00 0 2 0 11:00 1 12 PM 5 10 10 2 1 0 0 4 12 12 0 0 0 13:00 0 14:00 5 19 0 3 4 16 0 0 0 15:00 0 16:00 17:00 18:00 19:00 20:00 5 0 0 0 0 9 3 0 0 0 0 0 0 5 2 0 0 7 4 0 0 19 14 4 0 0 0 3 9 22 0 0 0 0 0 0 0 0 0 0 0 0 0 2 14 3 2 0 17 10 5 1 0 0 0 10 29 21:00 0 22:00 0 1 2 5 5 8 0 0 4 2 0 0 0 2 4 10 1 0 0 7 8 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 30 39 43 0 41 38 41 0 31 37 41 0 0 0 0 0 34 39 42 0 0 0 0 0 42 39 42 0 0 0 0 0 53 38 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 t 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 35 50 12 40 36 38 44 39 39 0 16 39 42 0 11 34 37 0 10 38 39 0 9 39 42 23:00 0 0 0 0 3 1 0 0 0 0 0 0 0 0 4 37 38 Total 4 2 11 77 228 156 54 14 0 0 0 0 0 0 546 Percent 0.7% 0.4% 2.0% 14.1% 41.8% 28.6% 9.9% 2.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak Vol. 06:00 1 10:00 11:00 2 4 11:00 12 08:00 13 09:00 15 07:00 8 06:00 5 11:00 41 PM Peak Vol. 13:00 3 17:00 10 17:00 29 14:00 14 16:00 5 15:00 2 15:00 53 Grand Total Percent 4 2 11 77 228 156 0.7% OA% 2.0% 14.1% 41.8% Statistics 15th Percentile : 50th Percentile : 85th Percentile : 95th Percentile : 10 MPH Pace Speed : Number in Pace : Percent in Pace : Number of Vehicles > 55 MPH : Percent of Vehicles > 55 MPH : Mean Speed(Average) : 29 MPH 33 MPH 39 MPH 43 MPH 31-40 MPH 384 70.3% 0 0.0% 35 MPH 28.6% 54 14 0 9.9% O 0 0 0 0 546 2.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net NB Page 1 Site Code: 2 Station ID: 2 WCR 23 SfO WCR 24 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12/01/16 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 9 0 0 0 0 06:00 1 17 26 08:00 0 18 07:00 0 09:00 2 0 0 1 0 0 0 0 10 5 0 0 2 0 0 0 0 0 0 0 25 14 0 1 1 0 2 1 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 24 45 14 0 1 1 0 0 1 0 0 0 0 27 10:00 0 19 8 0 0 2 0 0 0 0 0 0 0 29 11:00 0 17 6 0 0 2 12 PM 0 18 13:00 0 0 1 0 0 0 o 0 26 10 0 0 2 0 0 0 0 0 0 0 30 28 7 1 2 0 14:00 0 19 14 15:00 0 0 0 1 0 0 0 0 39 0 0 1 0 0 0 0 0 0 0 34 28 9 0 0 3 0 1 0 0 16:00 0 45 13 0 1 1 0 0 1 0 17:00 0 33 10 0 0 0 0 0 0 0 18:00 1 17 4 0 1 0 0 0 0 0 19:00 0 12 2 0 0 0 o 0 0 0 0 0 0 41 0 0 61 0 0 0 43 0 0 23 0 0 14 20:00 0 7 3 0 0 0 0 0 0 0 0 0 0 10 21:00 0 2 1 0 0 0 22:00 0 5 1 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 6 23:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 Total 4 342 122 1 6 15 0 4 5 0 0 0 0 499 Percent 0.8% 68.5% 24.4% 0.2% 1.2% 3.0% 0.0% 0.8% 1.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 07:00 07:00 07:00 06:00 07:00 05:00 07:00 Vol. 2 26 14 1 2 2 1 45 PM Peak 18:00 16:00 14:00 13:00 13:00 15:00 15:00 13:00 16:00 Vol. 1 45 14 1 2 3 1 1 61 Grand Total Percent 4 342 122 1 6 15 0 4 5 0 0 0 0 499 0.8% 68.5% 24.4% 0.2% 1.2% 3.0% 0.0% 0.8% 1.0% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net SB Page 2 Site Code: 2 Station ID: 2 WCR 23 SfO WCR 24 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12/01/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 '1 04:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7 05:00 0 14 0 0 0 0 06:00 1 25 7 0 2 07:00 0 30 4 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 35 1 1 08:00 1 21 3 0 0 6 09:00 0 21 8 0 0 0 0 0 4 0 0 0 0 40 0 0 0 0 0 0 0 31 0 0 5 0 10:00 1 21 4 0 0 2 0 0 11:00 1 33 3 0 1 0 2 0 0 0 34 0 0 0 0 30 0 2 1 0 0 0 0 41 12 PM 2 24 4 0 0 0 0 0 1 0 0 0 0 31 13:00 2 25 4 0 0 2 0 0 1 0 0 0 0 34 14:00 1 36 2 0 2 1 0 0 0 0 0 0 0 42 15:00 0 45 4 0 0 2 1 1 0 0 0 0 0 53 16:00 0 30 4 0 0 0 0 0 1 0 0 0 0 35 17:00 0 47 2 0 0 1 0 0 0 0 0 0 0 50 18:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12 19:00 0 16 0 0 0 0 0 0 0 0 0 0 16 20:00 0 10 1 0 0 0 0 0 0 0 0 0 0 11 21:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10 22:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9 23:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 Total 9 446 51 0 6 15 1 3 15 0 0 0 0 546 Percent 1.6% 81.7% 9.3% 0.0% 1.1% 2.7% 0.2% 0.5% 2.7% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 11:00 09:00 06:00 08:00 11:00 09:00 11:00 Vol. 1 33 8 2 6 2 5 41 PM Peak 12:00 17:00 12:00 14:00 13:00 15:00 15:00 12:00 15:00 Vol. 2 47 4 2 2 1 1 1 53 Grand Total Percent 9 446 51 0 6 15 1 3 15 0 0 0 0 546 1.6% 81.7% 9.3% 0.0% 1.1% 2.7% 0.2% 0.5% 2.7% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata. net EB Page 1 Site Code: 3 Station ID: 3 WCR 24 W/C WCR 23 Start Time 12/01/16 1 16 15 20 0 0 01:00 0 02:00 03:00 04:00 0 0 0 05:00 1 06:00 21 26 25 30 0 0 31 36 41 46 51 35 40 45 50 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 56 61 66 71 76 85th 95th 60 65 70 75 999 Total Percent Percent 0 0 0 0 0 2 53 54 1 0 0 0 0 0 0 0 2 0 2 0 0 4 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 3 0 0 0 0 0 0 0 07:00 2 08:00 0 1 1 7 13 5 0 1 1 0 0 0 0 1 4 5 10 4 3 0 0 0 0 0 0 1 0 2 7 11 7 1 0 0 0 0 0 1 39 39 0 0 0 3 1 7 47 54 44 49 54 53 0 9 47 49 0 29 47 57 0 29 48 52 0 29 47 49 09:00 0 0 0 0 5 8 7 2 1 0 0 0 0 0 23 44 49 10:00 1 0 11:00 0 12 PM 0 1 3 1 0 4 3 1 0 13:00 0 14:00 0 1 0 10 8 3 0 0 0 0 0 10 8 4 1 0 0 0 0 16 10 2 0 0 0 0 0 0 1 2 4 9 14 4 0 0 0 0 0 1 0 0 1 3 12 14 11 2 2 0 0 0 0 26 44 47 0 31 45 49 0 30 43 46 0 34 44 47 0 46 48 54 15:00 0 0 0 3 8 12 11 6 5 1 0 0 0 0 46 49 53 16:00 17:00 18:00 19:00 20:00 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 0 0 1 0 0 1 0 0 0 1 15 11 8 0 19 12 8 1 5 5 3 7 4 4 2 4 1 1 2 1 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 38 43 16 18 11 47 46 46 53 51 49 49 51 65 62 21:00 0 0 0 1 0 3 6 4 2 0 0 0 0 0 16 49 52 22:00 0 0 0 0 0 3 3 1 0 0 0 0 0 0 7 44 48 23:00 0 0 0 0 0 2 2 0 0 0 0 0 0 0 4 43 44 Total 6 1 2 16 43 157 162 80 23 6 2 1 0 0 499 Percent 1.2% 0.2% 0.4% 3.2% 8.6% 31.5% 32.5% 16.0% 4.6% 1.2% 0.4% 0.2% 0.0% 0.0% AM Peak Vol. 07:00 2 11:00 1 08:00 1 11:00 4 09:00 5 10:00 10 06:00 13 08:00 7 07:00 3 06:00 1 06:00 1 11:00 31 PM Peak Vol. 12:00 1 13:00 15:00 1 3 15:00 17:00 8 19 13:00 14:00 14 11 15:00 5 14:00 2 20:00 19:00 1 1 14:00 46 Grand Total Percent Statistics 6 1 2 16 1.2% 0.2% OA%© 3.2% 15th Percentile : 50th Percentile : 85th Percentile : 95th Percentile : 10 MPH Pace Speed : Number in Pace : Percent in Pace : Number of Vehicles > 55 MPH : Percent of Vehicles > 55 MPH : Mean Speed(Average) : 43 157 162 80 23 6 2 1 0 0 499 8.6% 31.5% 32.5% 16.0% 4.6% 1.2% 0.4% 0.2% 0.0% 0.0% 35 MPH 40 MPH 47 MPH 51 MPH 36-45 MPH 319 63.9% 9 1.8% 41 MPH All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net WB Page 2 Site Code: 3 Station ID: 3 WCR 24 W/O WCR 23 Start Time 1 16 21 15 20 25 26 31 36 41 46 51 30 35 40 45 50 55 56 61 66 71 76 85th 95th 60 65 70 75 999 Total Percent Percent 12/01/16 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 59 59 01:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 54 54 02:00 03:00 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 06:00 0 0 0 0 0 0 0 0 1 07:00 0 08:00 0 0 1 0 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 3 2 1 0 0 0 10 8 5 3 0 0 0 2 10 10 12 2 0 0 1 2 3 5 14 6 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 39 49 48 39 49 49 0 12 52 56 0 28 49 54 0 36 48 50 0 33 47 50 09:00 0 0 0 0 2 8 8 3 1 0 0 0 0 0 22 46 49 10:00 1 0 0 0 0 6 9 7 2 0 0 0 0 0 25 48 51 11:00 0 0 0 1 0 6 13 5 1 0 0 0 0 0 26 47 49 12 PM 0 0 0 13:00 0 14:00 15:00 16:00 0 0 1 2 1 0 0 1 3 0 0 0 0 I 0 0 1 0 0 2 1 7 6 2 3 4 13 10 3 6 7 11 6 8 20 9 9 8 3 3 1 1 0 0 0 0 22 51 54 0 0 0 0 0 34 48 52 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 24 32 43 49 49 47 53 54 49 17:00 0 0 0 0 0 1 16 9 4 0 0 0 0 0 30 49 53 18:00 0 0 0 19:00 0 20:00 1 0 1 7 7 2 0 0 0 1 1 4 2 1 0 0 1 21:00 0 22:00 23:00 Total 0 1 0 1 3 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 2 0 4 0 0 0 0 2 0 2 1 2 0 2 0 8 16 90 149 106 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 1 0 0 1 0 0 0 0 18 49 52 0 9 49 52 0 6 48 49 0 3 52 54 0 0 7 2 0 418 52 49 54 49 Percent 0.5% 0.0% 1.0% 1.9% 3.8% 21.5% 35.6% 25.4% 8.9% 1.0% 0.2%© 0.2% 0.0% 0.0% AM Peak Vol. 10:00 1 06:00 1 08:00 2 08:00 3 06:00 10 08:00 07:00 14 12 06:00 3 00:00 1 06:00 1 07:00 36 PM Peak Vol. 16:00 1 15:00 1 12:00 2 13:00 3 16:00 16:00 11 20 13:00 10 17:00 4 12:00 15:00 1 1 16:00 43 Grand Total Percent 2 0 4 8 16 90 149 106 37 0.5% 0.0% 1.0% 1.9% 4 1 1 0 0 418 3.8% 21.5% 35.6% 25.4% 8.9% 1.0% 0.2% 0.2% 0.0% 0.0% Statistics 15th Percentile : 50th Percentile : 85th Percentile : 95th Percentile : 10 MPH Pace Speed : Number in Pace : Percent in Pace : Number of Vehicles > 55 MPH : Percent of Vehicles > 55 MPH : Mean Speed(Average) : 36 MPH 42 MPH 49 MPH 52 MPH 41-50 MPH 255 61.0% 6 1.4% 43 MPH All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net EB Page 1 Site Code: 3 Station ID: 3 WCR 24 W/O WCR 23 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 AxI <6 AxI 6 Axle >6 AxI Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12/01/16 0 1 1 0 0 0 0 0 0 0 0 0 0 2 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 05:00 0 7 2 0 0 0 0 0 0 0 0 0 0 9 06:00 0 17 10 0 1 0 0 0 1 0 0 0 0 29 07:00 0 21 3 0 0 2 0 0 3 0 0 0 0 29 08:00 0 21 5 0 0 3 0 0 0 0 0 0 0 29 09:00 0 10 7 0 0 2 0 0 4 0 0 0 0 23 10:00 0 17 8 0 0 1 0 0 0 0 0 0 0 26 11:00 1 22 6 0 0 0 0 1 1 0 0 0 0 31 12 PM 0 19 9 0 0 0 0 0 2 0 0 0 0 30 13:00 0 21 7 0 2 2 0 0 2 0 0 0 0 34 14:00 1 27 14 0 2 2 0 0 0 0 0 0 0 46 15:00 0 25 20 0 0 1 0 0 0 0 0 0 0 46 16:00 0 28 7 0 1 0 0 0 2 0 0 0 0 38 17:00 0 33 9 0 0 0 0 1 0 0 0 0 0 43 18:00 0 12 4 0 0 0 0 0 0 0 0 0 0 16 19:00 0 15 2 0 0 1 0 0 0 0 0 18 20:00 0 8 3 0 0 0 0 0 0 0 0 0 0 11 21:00 0 14 1 0 0 1 0 0 0 0 0 0 0 16 22:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 23:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 Total 2 338 121 0 6 15 0 2 15 0 0 0 0 499 Percent 0.4% 67.7% 24.2% 0.0% 1.2% 3.0% 0.0% 0.4% 3.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 06:00 06:00 08:00 11:00 09:00 11:00 Vol. 1 22 10 1 3 1 4 31 PM Peak 14:00 17:00 15:00 13:00 13:00 17:00 12:00 14:00 Vol. 1 33 20 2 2 1 2 46 Grand Total Percent 2 338 121 0 6 15 0 2 15 0 0 0 0 499 0.4% 67.7% 24.2% 0.0% 1.2% 3.0% 0.0% 0.4% 3.0% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net WB Page 2 Site Code: 3 Station ID: 3 WCR 24 W/O WCR 23 Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 AxI <6 AxI 6 Axle >6 AxI Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12/01/16 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 a 0 0 0 0 1 0 0 0 0 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 0 9 1 0 1 0 0 1 0 0 0 0 0 12 06:00 1 20 5 0 1 1 0 0 0 0 0 0 0 28 07:00 0 19 13 0 1 0 0 3 0 0 0 0 0 36 08:00 0 22 7 0 2 0 0 1 1 0 0 0 0 33 09:00 0 11 8 0 2 0 0 1 0 0 0 0 0 22 10:00 0 15 9 0 0 1 0 0 0 0 0 0 0 25 11:00 0 19 7 0 0 0 12 PM 0 12 8 0 13:00 0 0 0 0 0 0 0 0 0 26 2 0 0 0 0 0 0 0 22 20 9 1 4 0 14:00 0 15 6 0 1 0 0 0 0 0 0 0 34 0 0 1 1 0 0 0 0 24 15:00 0 25 4 0 0 2 16:00 0 26 15 0 2 0 1 0 0 0 0 0 32 0 0 0 0 0 0 0 0 43 17:00 0 20 9 0 1 0 18:00 0 14 19:00 0 0 0 0 0 0 0 0 30 3 0 1 0 0 0 0 0 0 0 0 18 7 1 0 0 1 0 0 0 0 0 0 0 9 20:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6 21:00 0 3 0 0 0 0 a 0 0 0 0 0 0 3 22:00 0 5 1 0 0 1 0 0 0 0 0 0 0 7 23:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Total 1 272 109 1 16 8 0 8 3 0 0 0 0 418 Percent 0.2% 65.1% 26.1% 0.2% 3.8% 1.9% 0.0% 1.9% 0.7% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 08:00 07:00 08:00 06:00 07:00 03:00 07:00 Vol. 1 22 13 2 1 3 1 36 PM Peak 16:00 16:00 13:00 13:00 12:00 14:00 14:00 16:00 Vol. 26 15 1 4 2 1 1 43 Grand 1 272 109 1 16 8 0 8 3 0 0 0 0 418 Total Percent 0.2% 65.1% 26.1% 0.2% 3.8% 1.9% 0.0% 1.9% 0.7% 0.0% 0.0% 0.0% 0.0% Appendix B Crash Data Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado December 26, 2018 GREELEYNVELD CRIMINAL JUSTICE RECORDS COPY RELEASED TO:JOSEPH HENDERSON DATE:123016 BY:KD 12/30/16 09:19 LOCATION SEARCH Incident 13FI2836 13W16737 13W18607 13W20754 13W22311 13W33 73 9 13W39395 13W42924 14W002868 1414009605 14W019142 14W020350 14W021868 14W021949 14W022648 1414022926 1414026148 1414029331 14W029369 14W029655 14W040971 14W040990 14W045664 14PP04443 14W045786 14W046114 15W000935 15W010489 15W011547 15W026798 15W034743 15W042160 15W044251 15W044918 1614003398 1614004323 16W005159 1614007293 1614008877 1614010506 1614010513 16FP02610 16W011080 1614011776 16F102619 16W013217 16W013547 16W014508 16W015333 1614015557 1614019224 1614020033 1614021490 When GREELEY POLICE DEPARTMENT LAW Incident Table SORT BY DATE: reported 02:03.59 06:30:24 00:09:54 13:29:49 14:53:41 20:28:23 14:27:09 22:39:11 11:31:43 03:54:01 19:04:02 14:29:33 18:40:36 13:22:33 12:27:28 08:26:43 18:24:57 02:53:40 12:47:23 14:34:04 11:28:44 13:25.49 18:54:56 18:54:56 19:14:17 22:45:13 23:36:08 05:38.16 20:03:35 06:27:08 07:08:24 08:12:24 22:03:28 02:31:01 19:50:58 10:43:43 12:06:32 14:46:45 03:01:48 12:56:25 13:36:55 13:29:32 13:29:32 16:32:57 13:07:54 13:07:54 11:09:43 23:33:50 -/ 10: 5.21 15:08:38 02:28:46 12:26:04 05:35:38 05/14/2013 05/17/2013 / 06/01/2013 06/19/2013 07/01/2013 10/05/2013 11/21/2013 12/21/2013 01/26/2014 03/23/2014 06/07/2014 06/17/2014 06/29/2014 06/30/2014 07/05/2014 07/07/2014 07/31/2014 08/24/2014 08/24/2014 08/26/2014 11/19/2014 11/19/2014 12/25/2014 12/25/2014 12/26/2014 12/29/2014 01/08/2015 03/20/2015 03/27/2015 07/23/2015 09/18/2015 11/12/2015 11/29/2015 12/05/2015 01/27/2016 02/04/2016 02/11/2016 02/27/2016 03/11/2016 03/23/2016 03/23/2016 03/28/2016 03/28/2016 04/02/2016 04/13/2016 04/13/2016 04/16/2016 04/23/2016 04/30/2016 05/02/2016 05/31/2016 06/06/2016 06/17/2016 Incident nature T[� CC T TRAFC T SUSA TAUP T T ZZ - DAL ZZ ZZ FUP SUSP FUP ASSIST TRAFH TRAFH DAL ZZ FUP TAI TAI TAUP TA TA T T TA ZZ T TA ZZ - TOWED ASSIST ASSIST T T FUP TRAFH TRAFH DISTI ZZ - MISC SHOT INJDOG ZZ - ANMLM TRAFH LDPRTY T RAF H TRAFH ASSIST T RAF O T ARAN TA TA MISC ANMLL 14CR WCR WCR WCR NCR WCR WCR WCR WCR WCR WCR 14CR WCR WCR WCR WCR WCR WCR 14CR WCR 14CR 14CR 14CR WCR WCR NCR NCR WCR WCR WCR WCR WCR 14CR WCR 14CR WCR 14CR WCR WCR WCR WCR WCR WCR WCR WCR 14CR NCR NCR NCR N C R WCR 14CR WCR 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 COPY USE OF THIS INFORMATION IS REGULATED BY LAW DO NOT DISSEMINATE WCR CRS WCR WCR NCR WCR WCR WCR. WCR WCR WCR 14CR WCR 14CR WCR NCR WCR WCR WCR WCR NCR NCR WCR 14CR WCR WCR WCR WCR WCR WCR. WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR WCR NCR WCR WCR WCR WCR WCR WCR 14CR WCR WCR 14CR WCR WCR 1475 Page: 1 I 24 24 24 24 24 24 24; WEST OF 24 24 24 24 24 24 24 24 24 24 24 24 24 24; JUST WEST 24 24 ;NE 24 ;NB 24 24 24;WEST OF 24; 1/2 M WEST 24 24 24; JUST BEFORE 23 24 24; JW; 14CR 24 @ 24 24 24 24 24 24 24 ; W OF WCR 23 24 24 24 24; ON 24 1 MILE W 24; GPS PER 201 ME 24; GPS PER 201 ME 24 24; BTWN WCR 19/23 24; J WEST OF WCR 2 4 ; JW 24; A MILE SOUTH 24; EB 24 12/30/16 09:19 GREELEY POLICE DEPARTMENT LAW Incident Table LOCATION SEARCH - SORT BY DATE: Incident When reported 16W022331 09:35:34 06/23/2016 16W022883 06:13:53 06/27/2016 16W025582 22:39:11 07/16/2016 16W026490 20:47:20 07/23/2016 16W030621 10:39:57 08/23/2016 16W031748 20:16:57 08/31/2016 16W032243 14:44:20 09/04/2016 16W042857 13:51:32 11/29/2016 16W043633 11:35:06 12/05/2016 Incident nature T T T SUS TRAFH T TRAFH CONAN FEET Page: 1475 2 I WOR 23 @ WCR 24 WOR 23 @ WCR 24 WOR 23 @ WCR 24; NORTH WCR 23 @ WCR 24 WCR 23 @ WCR 24 WCR 23 @ WCR 24 WCR 23 WCR 24; BTW 23 AND 19 WCR 23 @ WCR 24; S 1/4 M AND EA WCR 23 @ WCR 24 COPY USE OF THIS INFORMATION IS REGULATED BY LAW DO NOT DISSEMINATE Appendix C VISTRO Analysis Results Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study Sustainable Traffic Solutions Weld County, Colorado December 26, 2018 Generated with Version 6.00-02 PTV VISTRO Scenario 1: 1 Existing AM Bennett Pit TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 1: WCR 23 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9A A 0.001 Name WCR 23 WCR 23 WCR 24 Approach Northbound Southbound Eastbound Lane Configuration1 17 ir Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 1 0 0 1 0 Pocket Length [ft] 100.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 23 WCR 23 I WCR 24 Base Volume Input [veh/h] 35 10 10 I 3 1 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1 6.00 1 6.00 6.00 6.00 I 6.00 6.00 Growth Rate 1.00 I 1.00 1.00 I 1.00 1.00 I 1.00 In -Process Volume [veh/h] 0 0 I 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] 1 0 1 0 I 0 0 1 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] l 0 0 I 0 0 0 1 0 Total Hourly Volume [vehlh] 35 I 10 10 I 3 1 I 30 Peak Hour Factor 1 0.8000 0.8000 I 0.5300 0.5300 1 0.8900 ( 0.8900 Other Adjustment Factor 1.0000 I 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 11 3 5 1 0 8 Total Analysis Volume [vehlh] I 44 13 1 19 6 1 1 l 34 Pedestrian Volume [pedlh] 0 0 0 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 1: 1 Existing AM Bennett Pit TIS Weld County, CO Intersection Settings Priority Scheme f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.03 0.00 0.00 I 0.03 d_M, Delay for Movement [slush] j 7.37 1 , 0.00 l 9.42 8.57 Movement LOS A 95th -Percentile Queue Length [vehlln] 0.07 i A A A A A 0.07 0.00 0.00 0.10 0.10 95th -Percentile Queue Length [ftlln] 1 1.72 1.72 , 0.00 0.00 [ 2.62 2.62 d_A, Approach Delay NA/eh] 5.69 0.00 8.59 Approach LOS A A A d_I, Intersection Delay [slveh] 5.34 Intersection LOS A 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 1: 1 1 Existing PM Bennett Pit TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 23 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9.3 A 0.008 Name WCR 23 WCR 23 WCR 24 Approach Northbound Southbound Eastbound Lane Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 1 0 0 1 0 Pocket Length [ft] 100.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 23 WCR 23 l WCR 24 Base Volume Input [veh/h] 34 24 6 6 7 41 Base Volume Adjustment Factor l 1.0000 I 1.0000 , 1.0000 1.0000 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 6.00 6.00 6.00 6.00 6.00 6.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 In -Process Volume [veh/h] 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] ( 0 i 0 , 0 0 1 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] l 0 0 , 0 0 l 0 i 0 Total Hourly Volume [vehlh] 34 I 24 6 6 7 I 41 Peak Hour Factor 1 0.6400 0.6400 , 0.6000 0.6000 1 0.9100 ( 0.9100 Other Adjustment Factor 1.0000 I 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 9 3 3 2 11 Total Analysis Volume [vehlh] I 53 38 1 10 10 8 l 45 Pedestrian Volume [pedlh] 0 0 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 1: 1 1 Existing PM Bennett Pit TIS Weld County, CO Intersection Settings Priority Scheme f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results WC, Movement WC Ratio 0.02 0.00 0.00 1 0.01 0.04 d_M, Delay for Movement [slveh] I 7.33 0.00 I 0.00 9.32 8.56 Movement LOS A A A I A l A A 95th -Percentile Queue Length [vehlln] I 0.07 0.07 0.00 I 0.00 0.15 0.15 95th -Percentile Queue Length [ftlln] l 1.65 1 1.65 , 0.00 0.00 3.67 1 3.67 d_A, Approach Delay NA/eh] 4.30 0.00 8.67 Approach LOS A A A d_I, Intersection Delay [slveh] 5.64 Intersection LOS A 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 2: 2 2019 Back AM Bennett Pit TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 1: WCR 23 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9.6 A 0.002 Name WCR 23 WCR 23 WCR 24 Approach Northbound Southbound Eastbound Lane Configuration1 17 it Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 1 0 0 1 0 Pocket Length [ft] 100.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 23 WCR 23 I WCR 24 Base Volume Input [veh/h] 35 10 10 I 3 1 30 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 1 6.00 1 6.00 6.00 6.00 I 6.00 6.00 Growth Rate 1.18 I 1.18 1.25 I 1.25 1.53 I 1.53 In -Process Volume [veh/h] 0 0 I 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] I 0 1 0 I 0 0 1 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] l 0 0 I 0 0 0 1 0 Total Hourly Volume [vehlh] 41 I 12 13 I 4 2 I 46 Peak Hour Factor 1 0.8000 0.8000 I 0.5300 0.5300 1 0.8900 ( 0.8900 Other Adjustment Factor 1.0000 I 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 13 4 6 2 1 13 Total Analysis Volume [vehlh] I 51 15 1 25 8 1_. 2 l 52 Pedestrian Volume [pedlh] 0 0 0 12/19/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 2: 2 2019 Back AM Bennett Pit TIS Weld County, CO Intersection Settings Priority Scheme f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 Movement, Approach, & Intersection Results VIC, Movement WC Ratio 0.03 0.00 0.00 I 0.05 d_M, Delay for Movement [slush] j 7.40 1 , 0.00 l 9.64 8.68 Movement LOS A 95th -Percentile Queue Length [vehlln] 0.08 i A A A A A 0.08 0.00 0.00 0.17 0.17 95th -Percentile Queue Length [ftlln] 1 2.03 1 2.03 , 0.00 0.00 [ 4.17 1 4.17 d_A, Approach Delay NA/eh] 5.72 0.00 8.71 Approach LOS A A A d_I, Intersection Delay [slveh] 5.54 Intersection LOS A 12/19/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 2: 2 2019 Back PM Bennett Pit TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 23 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9.5 A 0.013 Name WCR 23 WCR 23 WCR 24 Approach Northbound Southbound Eastbound Lane Configuration1 17 iti Turning Movement Left I Thru Thru Right Left I Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 1 0 0 1 0 Pocket Length [ft] 100.00 Speed [mph] 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes Name WCR 23 WCR 23 l WCR 24 Base Volume Input [veh/h] 34 24 6 6 7 41 Base Volume Adjustment Factor l 1.0000 I 1.0000 , 1.0000 1.0000 1.0000 1 1.0000 Heavy Vehicles Percentage [%] 6.00 6.00 6.00 6.00 6.00 6.00 Growth Rate 1.18 1.18 1.25 1.25 1.53 1.53 In -Process Volume [veh/h] 0 0 , 0 0 0 0 Site -Generated Trips [vehlh] 0 0 0 0 0 0 Diverted Trips [vehlh] ( 0 i 0 , 0 0 1 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] l 0 0 , 0 0 l 0 i 0 Total Hourly Volume [vehlh] 40 I 28 8 8 Peak Hour Factor 1 0.6400 0.6400 , 0.6000 0.6000 1 0.9100 ( 0.9100 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15 -Minute Volume [veh/h] 16 11 3 3 3 17 Total Analysis Volume [vehlh] I 63 I 44 , 13 13 12 l 69 Pedestrian Volume [pedlh] 0 0 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 2: 2 2019 Back PM Bennett Pit TIS Weld County, CO Intersection Settings Priority Scheme f Free Free Stop Flared Lane No Storage Area [veh] 0 l Two -Stage Gap Acceptance No Number of Storage Spaces in Median Q Movement, Approach, & Intersection Results WC, Movement WC Ratio 0.03 0.00 0.00 0.01 I 0.06 d_M, Delay for Movement [slveh] j 7.34 1 0.00 I 0.00 0.00 9.54 1 8.68 Movement LOS A 95th -Percentile Queue Length [vehlln] 0.08 i A A A A A 0.08 0.00 0.00 0.23 0.23 95th -Percentile Queue Length [ftlln] 1 1.95 1 1.95 , 0.00 0.00 [ 5.87 5.87 d_A, Approach Delay NA/eh] 4.32 0.00 8.81 Approach LOS A A A d_I, Intersection Delay [slveh] 5.99 Intersection LOS A 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 3: 3 2019 Total AM Bennett Pit TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 15 minutes Intersection Level Of Service Report Intersection 1: WCR 231 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 10.0 B 0.018 Name WCR 23 WCR 23 WCR 24 Site Access Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 Ir + ir + Turning Movement Left Thru I Right Left Thru I Right Left I Thru Right Left I Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 I 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 1 1 0 0 0 I 1 0 0 Pocket Length [ft] 380.00 380.00 400.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name WCR 23 WCR 23 WCR 24 Site Access Base Volume Input [veh/h] 35 10 0 0 10 3 1 0 30 0 0 0 Base Volume Adjustment Factor 11.0000 11.0000 11.00)0 11.0000 11.0001 11.0)00 11.0000 11.0001 11.0100 11.0000 11.0001 11.0000 Heavy Vehicles Percentage [%] 6.00 6.00 I 2.00 2.00 1 6.00 I 6.00 6.00 2.00 1 6.00 I 2.00 I 2.00 2.00 Growth Rate 1.18 I 1.18 I 1.00 1.00 I 1.25 I 1.25 1.53 I 1.00 I 1.53 I 1.00 I 1.00 I 1.00 In -Process Volume [veh/h] 0 0 0 0 0 I 0 0 0 0 0 0 0 Site -Generated Trips [vehlh] 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 Diverted Trips [vehlh] 0 I 0 I 0 l 0 0 I 0 I 0 I 0 I 0 I 0 I 0 0 Pass -by Trips [vehlh] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 i 0 0 0 0 0 0 i 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 0 Other Volume [veh/h] l 0 0 12 l 0 0 to l 0 to 0 13 0 0 Total Hourly Volume [vehlh] 41 I 12 I 12 I 0 I 13 I 4 2 I 0 I 46 13 I o I 0 Peak Hour Factor 0.8000 0.8000 11.0000 1 1.0000 0.5300 0.5300 ` 0.8900 1.0000 0.8900 1 1.0000 1.0000 1.0000 Other Adjustment Factor 1.0000 11.0000 11.0000 11.0000 11.0000 11.0)00 Total 15 -Minute Volume [veh/h] 13 4 i 1.0000 1 1.0001 1 1.0000 3 0 6 2 1 i 1.0000 1 1.0001 1 1.0000 0 13 3 l 0 0 Total Analysis Volume [vehlh] 1 51 15 I 12 0 25 8 [ 2 I 0 52 13 I 0 0 Pedestrian Volume [pedlh] 0 0 0 0 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 3: 3 2019 Total AM Bennett Pit TIS Weld County, CO Intersection Settings Priority Scheme I Free I Free Stop Stop Flared Lane No Storage Area [veh] l 0 1 0 Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results WC, Movement WC Ratio 0.03 0.00 0.00 I 0.00 0.00 0.00 0.00 0.00 0.05 0.02 I 0.00 I 0.00 d_M, Delay for Movement [slveh] [ 7.40 I 0.00 0. [ 9.59 10.08 8.66 l 10.00 1` Movement LOS 95th -Percentile Queue Length [veh/ln] A I A I A 0.10 0.00 0.00 A 0.00 A 0.00 A B 0.01 1 0. r A 0.16 B 0.05 1 95th -Percentile Queue Length [ftlln] 2.54 0.00 0.00 _ 0.00 0.00 l 0.19 0.19 3.96 1.35 1 d_A, Approach Delay NA/eh] 4.84 0.00 8.70 10.00 Approach LOS A A A B d_I, Intersection Delay [slveh] 5.49 Intersection LOS B 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 3: 3 2019 Total PM Bennett Pit TIS Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 231 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 9.8 A 0.008 Name WCR 23 WCR 23 WCR 24 Site Access Approach Northbound Southbound Eastbound Westbound Lane Configuration I Ir + ir + Turning Movement Left Thru I Right Left Thru I Right Left I Thru Right Left I Thru Right Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 I 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 1 1 0 0 0 I 1 0 0 Pocket Length [ft] 380.00 380.00 400.00 100.( Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes Name WCR 23 WCR 23 WCR 24 Site Access Base Volume Input [veh/h] 34 24 0 0 6 6 7 0 41 0 0 0 Base Volume Adjustment Factor 11.0000 11.0000 11.00)0 11.0000 11.0001 11.0)00 11.0000 11.0001 11.0000 11.0000 11.0001 11.0000 Heavy Vehicles Percentage [%] 6.00 6.00 I 2.00 2.00 1 6.00 I 6.00 6.00 2.00 I 6.00 I 2.00 I 2.00 2.00 Growth Rate 1.18 I 1.18 I 1.00 1.00 I 1.25 I 1.25 1.53 I 1.00 I 1.53 I 1.00 I 1.00 I 1.00 In -Process Volume [veh/h] 0 0 0 0 0 I 0 0 0 0 0 0 0 Site -Generated Trips [vehlh] 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 Diverted Trips [vehlh] 0 I 0 I 0 l 0 0 I 0 I 0 I 0 I 0 I 0 I 0 0 Pass -by Trips [vehlh] 0 0 Existing Site Adjustment Volume [veh/h] 0 0 i 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Other Volume [veh/h] l 0 0 14 0 0 0 1 0 0 0 6 0 0 Total Hourly Volume [vehlh] I 40 I 28 I 14 I 0 8 11 I 0 I 63 6 0 0 Peak Hour Factor 1 0.6400 0.6400 1 1.0000 1 1.0000 0.6000 0.6000 1 0.9100 1.0000 0.9100 1 1.0000 1.0000 1.0000 Other Adjustment Factor Total 15 -Minute Volume [veh/h] 1.0000 1 1.0000 1 1.0000 1 1.0000 1 1.0000 1 1.0)00 16 11 1 4 0 3 3 1.0000 1 1.0001 1 1.0000 3 0 17 1.0000 1 1.0001 1 1.0000 2 l 0 0 Total Analysis Volume [vehlh] [ 63 44 I 14 _ 0 13 13 [ 12 0 69 6 0 0 Pedestrian Volume [pedlh] 0 0 0 0 12/19/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-02 PTV VISTRO Scenario 3: 3 2019 Total PM Bennett Pit TIS Weld County, CO Intersection Settings Priority Scheme I Free Free I Stop Stop Flared Lane No Storage Area [veh] I 0 0 I Two -Stage Gap Acceptance No Number of Storage Spaces in Median 0 0 Movement, Approach, & Intersection Results WC, Movement WC Ratio 0.03 0.00 0.00 I 0.00 0.00 0.00 0.01 0.00 0.06 I 0.01 0.00 I 0.00 d_M, Delay for Movement [slveh] I 7.34 e I 0.00 0. I 9.44 9.94 8.62 9.82 1 1 Movement LOS A I A I A A A A I A I A A 95th -Percentile Queue Length [vehlln] 0.08 0.00 0.00 0.00 0.00 0.04 0.04 0.19 0.02 95th -Percentile Queue Length [ftlln] 1.95 0.00 0.00 _ 0.00 0.00 1.02 1 1.02 4.75 0.60 d_A, Approach Delay NA/eh] 3.58 0.00 8.74 9.82 Approach LOS A A A A d_I, Intersection Delay [slveh] 5.62 Intersection LOS A 1211912018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS DRMS Permit M-2016-085 — Received Approval on October 19, 2017 Mining Plan — Area to be mined and reclaimed (includes areas disturbed that will be re- seeded) is 114.8 acres. The total USR permit area is 190.6 acres. Mining will begin in Phase 1/North Cell and move from north to south. Pit run will be extracted using dozers, excavators, loaders, haul trucks, scrapers and be placed on conveyor to be transferred to the processing facility. Dust control will include watering with a water truck on haul roads and stockpiles and/or chemical stabilizer (magnesium chloride) on haul rnaHc WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONST'.UCTORS E r: 1 T,_ - 1 7, (rp 4 elti 74; CC r� Z• 3 U 0 P SCULL iei =Lug .Y Dt& r! a:AV r, .+m aJI mCC tri).-c ani a ti 1i, o�+ rvacs I TYPICALMilithraiECMOIL r ' ,-A •qtt Syn. rwf-4,1•r IccAt C - rite • • • I • I • • Y 14 i . • • • , I • • O O L Sci No far COUNTY ROAD#3/4042 4412_ 'MIGHT- ar a&v J ML's a IOW, sK 4a, J f i PUfl Q j, '•CEO I D— a • • t S R I 14•.114. �.. ► t . p• . . r;`a �i-ti"�+--- a f.. F --•1. T• • • \ • • - I . I • 9 _••..•••••• • "• "f • .. " "'7 W •: ," • I �.+-+ ••••r -• laird •u.4 !•' •• •• , I. • T a ' — r• •• S...miu I• •_ I •.a.. .T• yi • • RaCC'. 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R Umr 5 Ws1EF nit PTO k" 5EL11I©+T POND Vf 4 4- . e tiA flOCESS • On "re DI_ZH►ibE 10 431NER 0EMIETESIIC e -rea=r S a 11"11D1 0FTIET et se aft - 11 I es • TO EASEL, .4144 Ipt \ I' itit fiSt WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Mining will continue to Phase 2 / South Cell when the north cell is completed and again move from north to south until mining is completed. Weed control will be provided by mowing, disking, and spraying during the mining and reclamation of the property. Reclamation Plan - Reclamation will occur as mining progresses leaving 3:1 slopes for the finished reservoir (same as the mining slopes). The north reservoir is 32.8 surface acres and 1,070 acre -ft of storage. The south reservoir is 62.9 surface acres and 1,630 acre -ft of storage. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONST'.UCTORS L hiu 24 2 • 0 prier I 'tram wows E.1 Th: 0 1 4 Y F La a' Y!L••V91d.V• •T4' MN• IX Al.IP real It , adopt:E •Ir r H 1 TYPICAL RECLAIMED SECTION r•T- • . . . . . . . . •1. 1. 1. • • • . • • . . . . . . • • 1•..1. • •••I •••••.•• • II 1 1. !1 I I!11� f '4; f a COUNTY ROAD MD. 22 1 2 Hf- F L II iet ••: a le •Ilid11•12e- et S• • . • n 1 4 4 4 I. . - . . . 11. •it • • • . • ► • 4• • • • 1 • • • I. '•1 -.• - r lipial •Lit" •,•• • ••••• • ! I ' 1 • • • 1. a • • . • t • • ► ♦ • s _.••.•4 {1 •!• 1 1 1.1.1 • . I •[llama • 4 1 t i1. �•• a • 1 • • J� r I... .•. a� • I •• a • • • • • • • • • e t t I. aria • w • ir I_• 11• 1.1•.i a•ir I.e."... • . T• Y + 1 4 4 4 + I •.• .' -_ I... • • ll I • • it saw.; . • • +tt1.1 ♦ I I I. I I• �•_i — - ! '•1 '• • • .� . . . • • . • • 4 I , • - • • • • I ' ' . ' • . • • . • • ••• • • • . • • I • .. •..•••••,•y'. .414..••••••• Y • • ♦ • n • I.•• • ••_ I . 4•. • r 1 ,. I . . • ..... • •'• • • • . . • • • • • • .. I • •„ • I I ! • • . . . , .. • . . . . . . I . I • S T II 4 ' . a a I I.• .+ I I I• ( •I. I•1•1•1•4 1i I .1 ••• Y •1 I•-4 1 1 1 1 1 1 1 re • L 1 , 1 r • • • `•`•'•'••'••,_ I •••• 11 • . 4 I * 4 • - ...Sr:" "S. -• . • • • }- .,- - # • ••. I • r •�.• • i R i1.1•I•I•+r•• I• I'I' I • I• I• I4 I' I•I iS • . • • • • • I 11 • • I • I ! • 4 I I• •• 1•• 1 1 1+ 1• •1 I ■ 4 • 4 1 h'L •`♦-la II. • •11•••1.1• •••••• .' rr I I• -. 'II I I I II II I'I'I'1• s_ 1 1 .........•.•. •I. • •. 1 .1.1.1.1.4.1.1 • I •I• • • n •• a 4• I. I• 1• I I I ♦ 4 • Y'I'I1I I1I'I'IxI 1'{ I'I I era a Pk 3 I •411 4 i1 sift - ; • I , ncirty S-v.c'. k'r .t-t-7ha maw aye 1•I' I I1.1 ITY1. 1.1•••._1_1 1 1 / ••1_I•• Y• •1_1.3 1 3 I r. I "le &Y' I 6 Talk T I • •_ L . • •• . 1.1.1.1.• L L•.. ♦'L. •I • • { ••II ;f. • • •( •• r' y,•r—. hair - ♦ar .4 .3• (S• • VA. • • a •I �IIIII 1.6.I Iill yrl''1', I�•4• •II,••••••••411 • 1 MINIM Ap rk•, 1 L 1 1• 1/ ••1 • I *L1 I •- IL •1..1.1.1•• •.•.I I•YIIL .�•• • a 11J • I • ••••••••••11...... I1. •!• 311.11.••1' •�..•1 •• '•'1' •.1111.a..41.4 . 1 1•• 1` 1 I I . • I • 111. .N. • ,I .1111 1,1 • 1 1• • I• ha• 1 I.514.11.:. 11..0.. • Ja. • • s 1 r< • .'.�7,• I 4 .,•o••% • •- i '. • . .•S ' • 1 • [ • •' • Arita •l �••" •`-• 1 • I • • • • • •`• I • . n II.�t 1 L s `n'• t•t•, •1•',1 I I t• I• I •I� I 41 ..644 •••, .•l•••1.••I'V .i.I i ' Yis1•••i•S Ps•L f-.-i .: • wilt. ••' . •111 •I• `! • • 1', • • 1•'�J` •)•. • I' I L 1 • ♦•1• ,.. •• 114 •13,1• 3•T•; x 1..8•.1.1. •,.• it • •I•• •• • «1.i•• .Z".0 . I1' • , i • •.1..',i '•}•4•..l. J_• _ .y. -- 1 •. gala...km • � • i 1Y�• 1 � —tee 131 . 1 1.••i• •; 1•ii �1.I.Y.�.1. 11. 1 f`l 9 a t`I••'••L• a.• 1 • • •1 •�.• • •4 _ al 4�s II . �1 11I•Iy •' .•r T NORTH RESERVOIR I • i. FT nir i.u:10Te sw• • L• _.2 • ♦ • i • r • • • 1 • I I . f '• • . . . . • . • . . I I'IR , •• . . . . .. • 1 1 iiil6l.4T • • .11- •••••-• rC1 \SOUTH RESERVOIR: wrtr+s7 ici•IY[=C$f+'C N ,` I'I y`•n` . •• .•••• 11 1' L. • I ••••••"16••••••"16I II •I 1 • •lA •'I •Iik •• I`.x•4 1 11Farp is.. 41Jca. ••.4.1. Ir 1• u • •W Pf LEY , !TIT Fsl rice t I L E_ 1M'' "-a1, WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Roadway and Traffic Improvements - Intersection of CR 23 and CR 24 Re -alignment of the intersection to match the pit access, widening of the roadway on CR 23 to include a north bound left turn lane and right turn lane, widening of CR 24 to include an eastbound right turn lane. Traffic into and out of the pit for the maximum rate of 750,000 tons per year can be accommodated by the improvements. The traffic will include 115 semi trucks (22 ton), 20 tandem dump trucks (15 ton), 22 passenger vehicles, and 2 mechanic/fuel truck vehicles per day. Haul route will be CR 23 to CR 18 and onto Hwy 85. Scale House is going be located to the interior of the mine on the south leg of the access road. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NO'THERN COLORADO CONST'UCTORS u 411 41. 4 I' —a- - — - r. _ r - r#— —r F . .fl -4,. E s::E•. .11 - raD A IrwE UNE 1 170 IT MDR= Mal TO it IIfl Etter ”-1 . fI" immio =z_ sat—; i staw L,1 n- C E 4. Ls!t LF+C ern FT TetievirEEL LE++:lEI fT •;;t:eniL+++L i;t:w S It Fr !Tq RA A Eat; � DFttti t i , E + -cFasEiiMJat:i:E IME u FT TeEIVCCEL 1Flt:ui MATCHUNE L' J y I '- t; E, L *8 IVA % 14 F7 'a,*tTH Imiman EA (11 11 r 12 Fi ;A tr} 4,00 E'.£ F r Hitt ,E Li',E 7 1- E E EL LE TH FT 2 7 4' FT t -E: E EL LE 114 FT ▪ f 1 �L w�w � t i s •r rarr �TahAr E MATCHLIH c 0 :-a • FT r114RE 1 Twrt 7 T1r I%Tr rrtICWiti • r. FT ailni) CAL .E H.41 It llhe ! d • k 1 t F.4-111!" r -r n,i-f'-:!0-9:.,F`7911' 4 4 i .adt MSC war 6SaS1rIG EOM ?r. •"F. T * LASE LICE £5.EIL LT k LANE Uutr CR 23 p DESIGN CRITERIA` STATE HIGHWAY ACCESS CODE ACCESS CATEGORY: RURAL HIGHWAY (R -O) CR 23: 55 MPH POSTED SPEED LIMIT LEFT TURN 0CCEL LANE LENGTH = ' DECEL LEl$GTti + STORAGC = 600 FT + 25 FT t'a6 rT EaT'OP*GE LENGT:i E1011.1111D COP r a0 TtU≥RNING Vw} )I CLER PER PEAK MD P GHT TURN DECEL LINE LENGTH = ' DECEL LENGTH - 8EW PT (INCLUDES STORAGE) CR 24: 45 MPH POSTED SPEED LIMIT RIGHT TURN DECEL LANE LENGTH = • uECEL. LENGTH = 436 FT (INCLUDES STORAGE) a TAPER LENGTHS ARE IF CLLJDED MRTFFIM STATED DECEL LENGTNEI Oil al 9 110 1O0 190 rota IAN Kin WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS PIT ENTRANCE COUNTY ROAD 24 T. ir COUNTY FtOAD 20 • (ire .s, 9 sum :t LEGEND: G WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O NORTHERN COLORADO CONSTRUCTORS a. I. Lai it II' .21 IS: I ELT E$ roam; E a•�, .r• '7' 22 112 i}` L .' i. It Th!L O< T&&DI. r, ,zMO TA HAI IC P.FFaa, SCALE Iit1 L It teat aH?N_ i7E 17 DATED . a Kt •::"<k'tEL *CC Eli FeL'tsC d • S# - es NOW" CELL LSIM _4- lc .�1�� NiW!rIER TRJCK d 7RE+ tO Mir - 's,fripRessti,„ reel L a • a • a • J"�Y`. I •. •� cER�rE�Ir� • I or Pa fit+1m I'�' wit; 7a I, R � '� • • Pore frt J TRERTE) ;UST �. VAIN M PROCIEsSIr PLANT ARE I 1 Car 1 I I V f L I RrP.T42LE C0''Vt F t ears ti ti T'E• '.f -4; I R NEP I MEMC"R I4AJL ROC $'M 1 C ItdaEYDF •I SOUTH CELL P.' Penal !.3=!. Y■ i 2. # # R&'TEJ'. TRUCK "1‘..--''!I IRFATED D'JSf 7 Ns) AMO4 I I 1r ci 1I II • `Vall t t f L a . A . . . .J. L A L, ..` .. -a- . . Ca • Ca T • r. J L a •. I.•1* •. L a L I•.• 1. 1 ]ISCH FEE ID I MAN Ilk DEWOC E41. Y J _se 4 4= ' Y I f y: a At Y I SECE Ill $i i• �11 la -r- dror .:r P $3CL a P0IC it I f Oif saur } tom • --rte i - �, _ Mla rrc i-"Ia- _' a L, 1 1-+Ir 4 •n F i ,I I. i •L I '.I It I 1 Y'4 eh}' t r lent not. r•r .11 eu flit_ LEGEND" icim •a �Y IN r r M r Ellyn hi'7. !!EMMA DII 1W;I•0PE a misRe DI ST CL a KERR MccEE { M'tWt$C On DIES-1PC UNITED KM El ELECTRIC CO OHO 0E'4T1J IWU MC TEL.E3'I-ICI4 E ExN1ke LAID MEP NEW EAD ELECTAC: EISTWG Lois L Deli SNt tier !U RMY %OLL PEWIT DOL lWRY PC0 109 KIC 4,004111 WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Screening for access and processing areas Screening will be provided for the main entrance access road from CR 23 east along the north property line to help screen the operation. Additional screening is being provided for the other surrounding property owners which are located west of the processing area and along the south property line. Prior to trees reaching maturity, straw bales will be stacked 12' tall for temporary screening. See slide after next slide for tree planting locations. Screening on the South is also being provided on the Windell Property. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS i i I I WEST END LAYOUT ICt s. BERM DETAIL SECTION .9 VISUAL SCREEN DETAIL SECTION A H.T.S. TYPICAL WEST END PLAN LEGEND] D1SEPC C0NMILIRS PEA DISTNG PT?i7P lY —s — — —6— )4CEL • kF ura / a ua sno CAS EyIti11*PC LWI1EC !° 1AO ELL:NC 7- - - —7— — — E■IR1h4 CD(R.F'iL 4e TE _Er1-c•-E - Ex. NAM UNWED 544E : :P -f E rii%S EA'•E-+E'• tTr LIME FDKE LPE }tL'tiEL IJWIIC LIun SLURRY MALL STOCK FILE ARSE KEY MAP M.r S, NOTES WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS PLANTING SCHEDULE Oa ire inert a Mal sat tPre Cc4kafcaa CgJccrari Stark Fame Pt Ili, Hirt, FYdKYir S Writ; 121 MLL LrI&TU aEG P.IE , TO BE SEEDED ME) HE::Laki.EL PVC OPPI hEL TEOLORICO a IM* 1)F REELAI GITh$ YI'rl .. AND SAFETY IR ECIAMISTION °LW ERN5 PERMIT M-.0310- 2. Ml 3LRFACE AGE TO SE MEMO INTO THE OAIEDI F'1T h' CCANTf)L [Keith: AND 5t]sWeir TP9'H5 ofrr iLLEC1E0r WHAM T4 BE ROUTED 11-IRC•dli 0EIVATERIMF; SEC14vir P"ctc PRp T� F c ZIIE CEPERROit ozLL FIE 5iiLY IratiELT ::LWEa !ill was MO NERvtk fe'fii MOWN 11-IAT MUM. 3. C,PEE.ACIOR TO SEED ANY BIOME AREAS IF ' + Al A. METH CtC 7O HELP O:4FI I L E S c#t i - ALL LAMDSPILIDE T EE I WEND() twill_ ET'J U'H EI r I _ , COTTONWOOD T -EE _• ac 41 7rJ I r BALE AMTRAK PIPE T19EE PROCESSING AREA ELE iATU' GN HAY BALES l TREES SCREENING DETAIL S74E FEHTLIM1 WE luso pm a EVialle _Art SIAIGISEE 1 !TAI ttterEirAIS PEES IS !i PPM. WITALL Ir Mitt OUdTT C 6F RAMMT Nr 1.i[:E'iT.A 6sHAIMEOI CPS SSW" 1114- ATHfi TA I' % TIFJ!O Or WTR it =JAL 11-ICIi!H "CIL IROdwEIS TatWU 1f T3¢ or R*OTWU. 3 na't .eGMC E+rr CM= siRM ma* (1- Lorm t ;amieruil 1-1 WEB W Ltfr oeiJ1 a riIL& Imo. Fib- TIE WM Or TIE TUE 71111 ji KRIAr PIRG PI WIZ *EWES 4bEa t MOTI U r PertSt* ra]samc MICTIKILH �ayy��NCLimy Nr \UNWED '2-MUMr TRFit. PLAN - INC; 2r AMMAN RIDE PROCESSING AREA TYPICAL PLANT PLAN. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS PLANTING SCHEDULE kta•i rr� r n 11c• al • Ira its warn Fat a MIRES EMMA rLynyro 9) SECTION L. BERM SECTION Pia TICE Thu= PIM'WO FINE 1 -'EE DLA N I I'•f1 SWIG on0160015. 111133 113 WcL WPM V &WE# WIVE Bf PLIAMS11G vu er ton guru SOt I66 3 _*lo TI ! 1s 4Z CaL'Mtd A , lit dtMiLT TAi1T. ATTACH TO .1° WOW MOM Ca aPflerEb Kuhl m m x.A]"1 MEM GRn11 lrRH ."rii.E tl TOP fir I![X.rlliY_L 2' .arc A tm LAY ca a WOO IL LEH (.11 DEM'N • .I• •1'.`Sli1�� WOW ULL H MOWS TO BE LETl 0°D1 Oa PV Ur 11431 n s 7Fi met or TIC PtEL MN PC Innt.fr Ws: I1 TREE R•DLIPAG Y rLr iY S RX4 t! PLIOr1M Pr HIM T.. EITO+1 IIIL W;.TED 51l4A0h1>E I I B im="T• \t %. N. Nit sk, w L '�I \ ae I �: � ._ '„ ii %.,..."'‘ `ti \ 1 tit y S 4 I.� ,I,S ti. S i NMPlalF it "dit 4r Is au ill mi IN Nu mi MI al Mita is in a 'i 1. TH - +rL _ ` - — ---_t •—r - — �, % a, irrs• • J i r ry. Me NI i�}s-�. -, ti ti ti .t • • ti %t. •-..�� ' ti.r—.tom '...� La-`'"^e.�� '•-" 'Th1 1. tt.— •• —a 1 '7 ktier• x .T.'"-:::•-,----":71:‘,._ li 4.a 1t ti e s e'ti` 3 AD" 7411 +'+k+P A'T'E BEAM TYPICAL PLANT PLAN ra-T.1_ KEY MAP c.T-s LEGEND1 Mie -----�-- -T— --T--- GC� 0 INS E lMuria CLnIT'JLex F 911F CI ED Q4 k1C1. VEIEF Ell '.T 1a %CTLF+C E■I$TK; PROPERTY acktha'Rt Eels; UM_ & KM PI WEE aPdarkdato EalrllP•fG WIFF MUER ELEGTo4G E'lEMI CENItfer { lEL PHONE SMIRK 4MITED rQ!*Ex HEMI E7II511 G E; EsENT PRCI5EIITY L14E FENCE LINE [�P1ht: WAIT _L'1y4T rPa Ir. ALE *EA A I1'• rrrr WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Noise Analysis North Cell Mining and Processing Plant • Noise Levels - See Next Slides of Noise Level Contour Map South Cell Mining and Processing Plant • Noise Levels - See Next Slides of Noise Level Contour Map WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS •T.r resArr: Ls31=, SCALe IN =eel. e "1. � �ti. % • Ik r '. Alt's' r.r tom %'.. f � � . ! _ . �"rrv'^` �"_� --'ice s'.- .f� 1' d.�Z. r _ a..�c� ........_........,..... 1 1- -ar ��-.-+.-. ,� • K.• •• s wr i al Y I { 1 Ill Ca a 71..1— t LEGEND I I 4(T) dBA 45 cIBA 50 dBA 55 dBA 60 dBA 65 dBA 70 dBA 75 CIBA WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS LEGEND I I i _ L MEI 0 dBA 45 dBA 50 dBA 55 dBA 60 dBA G5 dBA 70 dBA 75 dBA WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Lighting Plan - Two Locations with a 60 watt light. ♦ Scale House Access Door - 8' Height • Processing Plant Control Trailer Access Door 12' Height WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS r i m t A51 -1/L1 Eh -MAKE '`'x IL SC MADE CR*'IEL ACCESS MAD riChnOk4ST L I Hr isti ED ,+,r 12 FT HEL3I1 I Ole — — — r ' s I Y +I r j / yr i .440 "44 i ir ti SEA do `tor c►D&*Tr IJti W R.l'aT' " AT Ii R III tI— — 11/44 e-11 "I 1' — SMCDTILE3 leo a ti 4 ti — • • 5� MISisse Ij N O RIM CELL I I I I I I I %J... 4 -°� .rfltH fr"f'N S., DL-WIFJlI+w,M \ P0ND 1. ''it It il ' frI I yeti '‘.,I5CEE it ;II i IJ'=kTIrEF 1 II -4 144. 1/2r .12 IriiEliGIi WeilROC �hCl CO hEY'ClR I I II 1 II T F NAME LE tiC4!s''Ei'CR I S RY WfS 7-- !' SOUTH CELL FHhI! C 0 -Rua a a7"'5 eier N"St ! � I. ES IC r >t' i"s�f ^..E Ta I€wfio4E \ , ". �J Drip �rl� I e I 1ail I I v k�s eel ttis" ter r f,� LEGENDu EssISTAill P BR E1T( Matti" - �- E7d.511tt i(ta _ * MIA iracGEE / AWARE° WS E31I?f1114ic uhrIED I'1wE4 ELE:flIC — —T— — — Ef15l1IM; CEMT.IPYLI TU EF1-IDNE — —a — — EflITIND UNITED PG'A'EIR C'DI`IE4.L ELECTRIC - - - - E.xliil'G Eda4€'fl kiikiKc; LWir 4* NM Im i A PFR'M R E+C LR4 C,yFr J a a a a -+ J alai ICC *o"A'fIWImo: r Cl WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Dust Control • 6,000 Gallon Water Truck - Water truck will water haul roads that are interior to the mine and stock piles. An employee will be operating the water truck at all times during business hours. See Particulate Emmissions Plan. • Mag Chloride will be used on access road after asphalt paved section on the east/west access and the north/south leg of the access at the scale house south to the processing facility. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O NORTHERN COLORADO CONSTRUCTORS a. I. Lai it II' .21 IS: I ELT E$ roam; E a•�, .r• '7' 22 112 i}` L .' i. It Th!L O< T&&DI. r, ,zMO TA HAI IC P.FFaa, SCALE Iit1 L It teat aH?N_ i7E 17 DATED . a Kt •::"<k'tEL *CC Eli FeL'tsC d • S# - es NOW" CELL LSIM _4- lc .�1�� NiW!rIER TRJCK d 7RE+ tO Mir - 's,fripRessti,„ reel L a • a • a • J"�Y`. I •. •� cER�rE�Ir� • I or Pa fit+1m I'�' wit; 7a I, R � '� • • Pore frt J TRERTE) ;UST �. VAIN M PROCIEsSIr PLANT ARE I 1 Car 1 I I V f L I RrP.T42LE C0''Vt F t ears ti ti T'E• '.f -4; I R NEP MEMC"R I4AJL ROC $'M 1 C ItdaEYDF •I SOUTH CELL P.' Penal !.3=!. Y■ i 2. # # R&'TEJ'. TRUCK "1‘..--''!I IRFATED D'JSf 7 Ns) AMO4 I I 1r ci 1I II • `Vall t t f L a . A . . . .J. L A L, ..` .. -a- . . Ca • Ca T • r. J L a •. I.•1* •. L a L I•.• 1. 1 ]ISCH FEE ID I MAN Ilk DEWOC E41. Y J _se 4 4= ' Y I f y: a At Y I SECE Ill $i i• �11 la -r- dror .:r P $3CL a P0IC it I f Oif saur } tom • --rte i - �, _ Mla rrc i-"Ia- _' a L, 1 1-+Ir 4 •n F i ,I I. i •L I '.I It I 1 Y'4 eh}' t r lent not. r•r .11 eu flit_ LEGEND" icim •a �Y IN r r M r Ellyn hi'7. !!EMMA DII 1W;I•0PE a misRe DI ST CL a KERR MccEE { M'tWt$C On DIES-1PC UNITED KM El ELECTRIC CO OHO 0E'4T1J IWU MC TEL.E3'I-ICI4 E ExN1ke LAID MEP NEW EAD ELECTAC: EISTWG Lois L Deli SNt tier !U RMY %OLL PEWIT DOL lWRY PC0 109 KIC 4,004111 WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC CIO NORTHERN COLORADO CONSTRUCTORS Groundwater Impacts - Monitor Wells have been installed along the perimeter of the property and have been measured to define a baseline for the existing water table depth surrounding the property. Groundwater modeling has also been completed. The model shows that impacts will not be greater than an increase of 18 inches near the slurry wall down to 6 inches on the south and southwest side of the property and a decrease of 18 inches near the slurry wall down to 6 inches on the north side of the property. If required a drain is proposed to be installed if the increase or decrease is 2 feet or greater to balance the groundwater table on the east, south, and southwest. 1 feet or greater on the northwest and north. WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NO'THERN COLORADO CONST'UCTORS VINE. VMS" line MEV7 IS Kant log 832a � "'Goldenf�5T1•A Dome Quenon 0fl/ Aggregates 73 3 C B 62•14•R ter &ma/Cline 53424-F AMulionax iB501$ DervAir 274244 Wackier 6624E Carlson 51071-A ICurls 15861a Karats' 21297 Cantrell Down gradient :shadow" 205344- •5 Cantrell -11 612ttie Le 296458 A Kid/30M 132679 Mulirausan 43` *R 256143 Mild: Env Com A + 1. 111140 8H411•19 sti4a r 6051ar -rsei Up -gradient mound ram&La Ifs; sit.23 IBH•22 11012 j'Ha21 H.13 eTtil•14 M•16 •tt 15 68631 `Ku 0'R 132.4 Virg cm w 6 I :' 2 eft ors B nt 41121•F 'ndWIMRJnk 1 101980 � A�fagHess La�nal'3/4-- Holdings Hell i 96690--A Magness Land � Holdings BE NETT PIT 2685 SW cna,� rlc 9 boys WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O NORTHERN COLORADO CONSTRUCTORS (a 2: COUNTY iRCAD NOV22 1.t2 (mt=IrHT-IiF-w v' • 1 ?t, 'I-9 P7 8Y. 414, P: !S: Aft % �� titi f r 1 rat JT—BH-19 -- - - 5 - 4,`YIt �( — I , �443�II ti 1;F e soot Well a :y a J 411 r 1 L. d ..-• -1.1 -4 iLlle __Li cy IIt mss_ wt � T"• - r r • ..ite + ----- irk""' — —maim - �- - - �•, L 1"l I• I Il NORTH CELL =',ta r rs JT—E11-17 •.,a a ! Itl y�3 1 .Z-gJ r -'1 i . r ,IT —BI -4-11 1 1, s' 'As:r 44r- '2' 4r -is fi �I�" � r J9 a rgr t ... +. • t s, tra qa w Ar ;1 -41 -� .4et �F or, • y(gj�` •.; r~ r- , 7 .'0 DE--� 4 tr �a. ,F!Iha * IAi . C I _-11 .1f - LEGEND: =Ea- -E --- --T— —-- t• — — I DENIM COTrOURS EPI ET N C *ET L NO LXIST1N I9QQPEIgn DOL IIWP' Edit}FPII1 Gi65 EXBTFIG ELQCT9l: EXISTING TELEPHtohE UMW CI! E$I€ktr ELE TMt R IOre: Es%EWUar WNIMU IJWIr SLURP" WALL P IERI T HOU HOMY NOTE: SE&S0NAL DEPTHS TO GROUND -WK FR FOR THE PERlO INCLUDING JANUARY 12 nil TO PRESENT. JT-BH-14 itik 'I C J ;:NFT ,r4ra : np1, LiK:. f - 4 *11!) :i.?tr I i r rr WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC do NORTHERN COLORADO CONSTRUCTORS Permits In Place for Wetlands Mitigation for Access Road - Department of the Army Nationwide Permit approved by the Army Corps of Engineers — Corps File No. NWO-2017-00361-DEN T&E Screening completed by ERC found no impact to T&E species. All federal and state laws will be abided by during mining regarding the MTBA. Air Pollution Emmission Notice - Approval from CDPHE for the proposed gravel mining utilizing water truck for dust suppression on stock piles and haul roads or chemical stabilizer, and seeding of topsoil or overburden piles that are not active for a period of one year until seeding shall be completed. Permit No. I 7WE0695F WELD COUNTY USR 17-0072 PIONEER LAND COMPANY, LLC C/O No 'THERN COLORADO CONSTRUCTORS Questions / Discussion Or I v r . 4' t y4 .k; tea_ • PIT ENTRANCE COUNTY ROAD 24 • COUNTY ROAD 22 • COUNTY ROAD 20 • y • ♦ .4 • * •`w A • a • t t r' , COUNTY1ROAD 23 COUNTY ROAD 22 1.`2 ,-!: H A • U, N ,O O cc 0 r- at) #PUNTY ROAD (r I. • k 18 H :: r 1 t' • F 1 t LEGEND: •41.10, HAUL ROUTE DIRECTION EXHIBIT e\PD 1000 b00 U 1000 3000 SCALE IN FEET n .r A imm r� Bennett Gravel Pit Truck Haul Route Map Northern Colorado Constructors, Inc. 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' `+� _ . _ _ _ _ _ ^ _ _ . r � a � .. � �srv�I+r - b-i y° (� > . _ _ _ L_ ._ . , ` � -- . . _ _ _ _ _ ♦_ �. — �ra _ _ _i _ . _ .—� — ._ , _ f _ ! _ T_ __ _ . _ . __ . . ♦ _ �__ ,. . ,,_ _ � „—� ci �i ��,`, . Ia", � -. - �. ` __ � _ _ _ _ , _ , . � . , � , , . . • . � RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 LUDES STORA z � N � : ._ . . _ - - - - � • - � � � .�. - w�� . y �{ _ . � � . � . � . - � ... Yr� . . f I� � I � -. • � . � t s .� e - wa.+. . • . ' .. �t � ' . �,. . . . `�- � � � � � � � �y �� :1 i� ��• ' I ' -=J . � - � �� , � _ � .�� a� � � -�� '� i r-� . _. . - _. . . . . s _ ..� . 1�^�:�. -'�L-� �-� ` ' L_ ^� � r . s - ' � �\ \ . � . � -/ _ . �y `�Tl� - .� - � - _ _ � s " �. . t • _ _ ♦ /� � � F� . �. ��— � �E �_ � .. _ � . , J � _ �_. _ - _-' - _ - f : . � .. � .. _ - - �.l-. � , . ._ . t , '\ P � � . L� V' [ . .. 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' T � E'V' E � � � T . - -- � - � � � -; - ' - � _ � � . �_ CR 24 : 45 MPH PQSTED SPEED LIMIT L CR 24 - . �. -. - � �, _ _ � , _ � . _ ,_ _ . ^ : �= ❑ - �; _ --�- - -� t - - C;� � _- .. - ��. - J � - �. . --�'F�,� r ; '�� i,- - � ,� ; . � : � � _ _ , � ' ' � T . ` - CUF� � _ �� p • .�v- : � �— �l � �� - - -- � -� \` . . - . . . . _ ,� _ . . . -- . ...:" . . . _ .�, �� , _ . � ,YA .-n . . . '• .. , _ � :�.. T • � � � , . , :� � � - - i ar � d� I � � i - � - � • - Y � I . � � � . � � � • � � � . . . _ li1!RL.`� . • � . . . ��~ �� s� .� � • .♦ t ��.' . . . I , - . � _ � � , l �� 'V� .. r% � • �/ i � ,� �, �F'r �� ti, ' + � . � : . � .. .-. q�. A . }.. r. .��;� - , . .. . . • .- . . , - �' -.,-. . . :�:- . ... . \� - 7�..:• ' _ �� :_.. - ' . ._ . n - �':- .- ,. . 4. ,.�-._-�_ _ . . � . _ . �:- ;� � �. _. _ _ � _ - - � -..�... � . . . . . , . . �- .,� ,_ - _ � ,-:,.. _ � ,� RIGHT TURN DECEL LANE LENGTH = � ECEL LENGTH = 435 FT NCLUDES STORAG c � = _ _ � _ - � . .. �: , �. .6�h � � y . � I � ) — ..�y �� - � ♦ � . u ' � - •'� . a -� � T • i ♦ .f i . . � ��I � �r �1y � e a. • Y � ` . , r ' � . � • � . ` � ' s . �. I �' • ' . • LLe ♦ . L . �. . � -� � � ' " ', • •i a � � I . N F^� Y _ �j .' �/�,_ �1 �� - � .�i _ • • � s ♦ i • _ • • \ r • . � � � � ��- . . � . � - . . . � �1 y[ : � � . . - ' - +rr, •Y • � ) + ' n � r � ' � fF�y + ` l �� IM I ~��+t ' � a � J� , � + ,f ` . ` • 'I} . . �,y� ' • � f ! � �/� �... ._� _. _ �� . 1 � . � •� � . M _ - � � � � l�' �� . r + . . `. � ' � • , . 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Jo IJJ 1 1 I \4s::‘ N %lit% PORTABLE CONVEYOR NORTH CELL BATTER MINING AREA 34.95 AC at WATER TRUCK TREATED DUST SUPPRESSION am as DEWATERING DITCH (TYP) \\,/ INTERIOR HAUL ROAD AND CONVEYOR a. DEWATERING POND —\ 14% i3/42:111%* EL aN't s3/4:84%,„, DISCHARGE Td4lit RIVER DISCHARGE TO RIVER DEWATERING POND SS 1 1 I IX E - I CO IX SOUTH CELL I MINING AREA 67.65 AC WATER TRUCK TREATED DUST SUPPRESSION PROCESS WATER POND O a I dm .00 SEEDED ••01 j STOCKPILES 10#14500# 173, a a a a a a a a 11/2 a a a a a a a a a a a T .- I/e DE - LEGEND: a OE EXISTING WETLAND EXISTING PROPERTY BOUNDARY EXISTING XCEL KERR McCEE / ANADARKO GAS EXISTING UNITED POWER ELECTRIC EXISTING CENTURYLINK TELEPHONE EXISTING UNITED POWER OVERHEAD ELECTRIC EXISTING EASEMENT MINING LIMIT SLURRY WALL PERMIT BOUNDARY 200 100 0 200 400 600 SCALE IN FEET Checked B 45 01) Cm a Ern Imb 305 N Denver Avenue - Suite D CN CN CD or) oo a. C5 401 cL Dust contra wes 415 csi Constructors, M-2016085 cr 0 Lri 00 co Job lit 16116 Date 1.3.19 Drawn B WSS TPY JCY File JT-Dust control Scale 1" = 200' Sheet: Of: EXISTING PROPERTY BOUNDARY EXISTING XCEL 84 KERR McGEE / ANADARKO GAS EXISTING UNITED POWER ELECTRIC EXISTING CENTURYLINK TELEPHONE EXISTING UNITED POWER OVERHEAD ELECTRIC EXISTING EASEMENT MINING LIMIT SLURRY WALL PERMIT BOUNDARY 1/8/201g 8:36:45 AM P:116116 Bennett Mine Permitting\Drawings\Plan SheetsUT-Lighting Plany.dwg, LIGHT, P:116116 Bennett Mine Permitting\Drawings\Plan SheetsiSlurry WaII\JT-MW Map.dwg, MW, 1/15/2019 4:43:19 PM EXISTING CONTOURS EXISTING WETLAND EXISTING PROPERTY BOUNDARY EXISTING GAS EXISTING ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC EXISTING EASEMENT MINING LIMIT SLURRY WALL PERMIT BOUNDARY SEASONAL DEFTEL, TO GROUNDWATER NORTH CELL 42' .rJ:' r r, 3O' INGRESS/ caRESS/- ot UTILITY LEPSEMENT ALONG ExIStING RO (REC. NO. 31 162) P:\16116 Bennett Mine Permitting\Drawings\Plan BheetsUT-Recta matien Plan.dwg, dwg, Fl, 5/15/2017 1:10:43 PM OVERBURDEN AND TOPSOIL BACKFILL ALL DISTURBED AREAS DOWN TO WATER SURFACE r VARIES gir 1>r _ate COUNTY ROAD NO. 22 1/2 (60' RIGHT-OF-WAY / JULY 26, 1887, BK 48, PG 55) ear alrik aralltit r R a_ a 4 a 4 4 4 a 4 - av -4 -4 {. a a _ a._ ar w w +� w « w w w w w w w • w a k lit ia a at a e a co cc C co -, aile 44 r i p w w w w are w a 4825 4850 • 4815 -4805 4795 4810 4800 - _ 4790 NORTH RESERVOIR 0 WATER SURFACE AREA = 32.83 AC- INLET/OUTLET FACILITY 25' PIPELINE EASEMENT (REC. NO. 1571317) -urt:55 C N gsf- ill r ., a 41 I VI woo t LEGEND: 4535 r r r r r r r r r C _ E _ T _ �E III 4835 III * * EXISTING CONTOURS EXISTING WETLAND EXISTING PROPERTY BOUNDARY EXISTING GAS EXISTING ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC EXISTING EASEMENT SLURRY WALL PERMIT BOUNDARY 100 YR FLOODPLAIN PROPOSED CONTOURS SEEDED AREAS 200 100 0 200 400 600 SCALE IN FEET 305 N Denver Avenue - Suite D CN Lo CD« 0 to' co Q 0 O 2 a.. CN co"acs 03 ' o_ WWW. frtcofsult!fg. corn ols a. t4 rI C C W U- ii X LU a cis 0 C 0 cts E O cp cr 0 ma 0 0 v •C d Z v Constructors, M-2016.085 z 0 W Et a 0_ M I CU C CO z 16116 Job# Date 5.15.17 Drawn B w SS Desi . ned B TPY Checked B JICY File JT-Reclamation Scale 1"=200' Sheet: 1 Of: 2 andseape Map.dwg, 1/7/2019 9:52:26 AM, Adobe PDF 24x36 - color -overwrite.pc3 P:\16116 Bennett Mine Permitting\ Drawings\ Exhibits\JT-USR Bennett Process USR 17-0072 NORTHERN COLORADO CONSTRUCTORS, BENNETT PIT LOCATED N THE SW 1/4 OF THE SE 1/4 SECTION 1, AND NORTH 1/2 OF SECT WELD COUNTY, COLORADO PLANTING SCHEDULE 1 1 a a 1 N 4 rti STOCKPILE r � � *44\ tat Witt or saw sew oar 1, I I 1 1 1 1 STOCKPILE sem 4a. Imo 4'X'PX8' HAY BALES STACKED 12' HIGH s, STOCKPILE )WATER SURFAC OF POND EL= 48314.8 PROCESSING PLANT t =SS sat 4.0:00 I I I _ S Sb e. taw moot twirl STOCKPILE C. :I i q 1;. wear I I or I\ 5 it ti dr I it 1 +¢n 1 I 4444, II ti I i III I, ity ••••• STOCKPILE Saar 1 1 1 fas len 00 as wan s es rl 'STOCKPILE i 4, ti NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND RECLAIMED PER APPROVED COLORADO DIVISION OF RECLAMATION, MINING, AND SAFETY RECLAMATION PLAN. DRMS PERMIT M-2016-085. 2. ALL SURFACE DRAINAGE TO BE DIRECTED INTO THE OPEN PIT TO CONTROL EROSION AND SEDIMENT TRANSPORT. COLLECTED DRAINAGE TO BE ROUTED THROUGH DEWATERING SEDIMENT POND PRIOR TO DISCHARGE FROM SITE. OPERATOR WILL REGULARLY INSPECT OPEN PIT WALLS AND REPAIR ANY EROSION THAT OCCURS. 3. OPERATOR TO SEED ANY EROSIVE AREAS IF NECESSARY AS A METHOD TO HELP CONTROL EROSION. 4. ALL LANDSCAPE TO BE HAND WATERED UNTIL ESTABLISHED. Count Common Name 20 Austrian Pine 38 Cottonless Cottonwood Botanic Name Pinus Nigra Populus deltoids Container Remarks B&B B&B 6' 3" caliper $' (TYP) 4' (TYP) 12' COTTONWOOD TREE PROCESSING AREA ELEVATION HAY BALES & TREES SCREENING DETAIL N STAKE FERTILIZER PELLETS PLANTING SUBGRADE N.T.S. TREE STAKING PLAN VIEW 2X ROOTBALL DIAM ETER STAKE CONIFEROUS TREES IN 3 PLACES, INSTALL 8' STAKES OUTSIDE OF PLANTING PIT IN UNDISTURBED SOIL. USE 3 #10 TO 12 GAUGE GALVANIZED GUY WIRE, SLIGHTLY TAUT. ATTACH TO 2" CANVAS STRAPS OR APPROVED EQUAL THROUGH METAL GROMMETS. TURN BUCKLE SET TOP OF ROOTBALL 2" ABOVE ADJACENT GRADE PIC ON 12, T2N, R67W OF THE 6TH P.M. HAY BALE AUSTRIAN PINE TREE WOOD MULCH <3" DEPTH x 4' DIAMETER) WOOD MULCH NEEDS TO BE LEFT OPEN OR PULLED BACK FROM THE BASE OF THE TREE TRUNK BURLAP BAG IN TREE ROUGHEN SIDES BOTTOM OF PLANTING PIT PRIOR TO SETTING UNPACTED SUBGRADE PINE TREE PLANTING COTTONLESS COTTONWOOD -\\ 20' {TYP} 20' (TYP) /4/// //74I\\\Ne /1/41114 I\ W\ AUSTRIAN PINE I II MI LIE/ I I I PROCESSING AREA TYPICAL PLANT PLAN N.T.S. III -H I III III III n I III III BALL DIA. + 24" KEY MAP DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES. 14 GAUGE GALV. WIRE WITH 1/2" 0 X 18" WHITE PVC PIPE ON EACH WIRE. TREE STRAP COLLAR, DO NOT TWIST, POSTS, 2 EA 6/8' HT. ALIGN AS APPROVED. KEEP PLUMB WITH TOPS EVEN. DRIVE 12" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. TREE STAKES LOCATED INSIDE WATERING SAUCER ON TREES GREATER THAN 3" CAL. USE GUYS AS PER EVERGREEN TREES. WRAP ENTIRE SURFACE OF TRUNK UP TO BRANCHES 0" AT TRUNK 4" DEPTH MULCH AT EDGE OF RING, INSIDE 4" WATERING SAUCER. PLANT TREE 2-4" ABOVE SURROUNDING GRADE LEVEL ON UNDISTURBED SOIL. SET TRUNK PLUMB. - BACKFILL MIXTURE IN TOP 12" DEPTH. REMOVE ALL TWINE & WIRE FROM BALL. REMOVE WIRE BASKETS. INITIAL STABILIZING BACKFILL 1/3 DEPTH, COMPACTED. UNDISTURBED PIT BOTTOM FOR ROOT BALL BASE. DECIDUOUS TREE PLANTING GUYING DETAIL LEGEND: 4835 4835 A. A. A. Al. 0 100 50 100 EXISTING CONTOURS PROPOSED CONTOURS/BERM EXISTING WETLAND EXISTING PROPERTY BOUNDARY ANADARKO GAS EXISTING UNITED POWER ELECTRIC EXISTING CENTURYLINK TELEPHONE EXISTING UNITED POWER OVERHEAD EXISTING EASEMENT PROPERTY LINE FENCE LINE GRAVEL ROAD MINING LIMIT SLURRY WALL STOCK PILE AREA 200 300 SCALE IN FEET Date JET Consulting, Inc. 305 Denver Avenue - Suite D 0O 0 CNI CO Fax: 303-857-6224 www.j -4con scion . corn mon .16 cz$ !LE) CO co co mcfal:) 0, miCal C ori 0 t sis 4) its (1) C C) CO 0 cu 0 cp 16116 11.19.18 Drawn B WSS Designed B JCY Checked B TPY File USR Landscape Map Scale Sheet: P:\16116 Bennett Mine Permitting\Drawings\Plan Sheets\JT-Bennett Cantrell property.dwg, 1/7/2019 10:02:53 AM, Adobe PDF 24x36 - color - overwrite.pc3 IJSR. 17-0072 NORTHERN COLORADO.O .0, BENNETT PIT LOCATED N THE SW 1/4 OF THE SE 1/4 SECTION 1, AND NORTH 1/2 OF SECT 1 1 WELD COUNTY, COLORADO PIC ON 12, T2N, R67W OF THE 6TH P.M. • at L[! 1 t p r V a tit • r N 344S LF -P 4 r N '1 4 It t ..1 ty 1? ',• ' 11 II'11I , 'yi II 1 I I I�'i II II II f FILL AREAS ON EITHER SIDE OF DITCH FOR POWERLINE RLI NE ACCESS irrI 1— C 4846 -- ?— r •� STRALIAN \PINE (TYP N N - N N i r • lr l i 0 • s r +- - din - — it rrr 77/ • T grat 44gmhib tet I r FILL POND AREA — 7, i / r LfJ/ 7 r a 4835 sigst F75..77. 8 LILAC 2' //INK//\ BLUE SPRUCE 2 ' 8' 12 ' 8 VISUAL SCREEN DETAIL WEST END LAYOUT SECTION A 6 N.T.S. BERM DETAIL SECTION B N.T.S. 7'-10' 1 N.T.S. LILAC 2.5' 1 _ 12' 8 KEY MAP N.T.S. BLUE SPRUCE O\ 2.5' _J. ///// i\\\\O TYPICAL WEST END PLAN N.T.S. LEGEND: 4835 4835 C 0 EXISTING CONTOURS PROPOSED CONTOURS/BERM EXISTING PROPERTY BOUNDARY ANADARKO GAS EXISTING UNITED POWER ELECTRIC EXISTING CENTURYLINK TELEPHONE EXISTING UNITED POWER OVERHEAD EXISTING EASEMENT PROPERTY LINE FENCE LINE GRAVEL ROAD MINING LIMIT SLURRY WALL STOCK PILE AREA 50 25 0 50 100 150 SCALE IN FEET Date pm' tra mai Eml Pima 305 Denver Avenue - Suite D OD O CL C1/2s1 LL Fax: 303-857-6224 .,-taconsultiro . corn mr) ta as a_ CO CD a +di cc; cs 12 c o 41-) &II a. si It Els C CO 16116 1.3.19 Drawn B WSS Designed B JOY Checked B TPY File Bennett Cantrell Scale 50' Sheet: Selena Baltierra From: Sent: To : Cc: Subject: Attachments: Please add to USR17-0072 file Thank you Kim Kim Ogle Friday, January 18, 20019 7:05 AM Selena Baltierra Esther Gesick; Chloe Rempel; Evan Pinkham; Dawn Anderson; Mike McRoberts; Hayley Balzano FW: Bennett Pit Community Meeting Minutes & Sign In Sheet - Pioneer Land Company, LLC / Northern Colorado Constructors Inc USR 17-0072 Community Meeting Minutes 1-8-19.docx; Sign In Sheet for Community Meeting.xlsx ., ua r r • . J":4...v^ YT "^ N •A +'^.0 • ^ a % • ntu•:l 0. [. n<a<Q N•«YR W.`XO.Nku•a i. y,,. morn y.O4n 0:>`#Oi00.:0 hT>Y.O:NO.^:KMO'7<"!v .aW^4.00%0: From: Chris Zadel <chrisz@ncconstructors.com> Sent: Monday, January 14, 2019 7:18 AM To: Chris Zadel <chrisz@ncconstructors.com> Subject: Bennett Pit Community Meeting Minutes & Sign In Sheet - Pioneer Land Company, LLC / Northern Colorado Constructors Inc USR 17-0072 h Nx co y 0.64 40z 9 This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize sender and know the content is safe. Good Morning, Thank You for everyone who attended the Bennett Pit Community Meeting. Please see attached for your records the Bennett Pit Community Meeting Minutes and the Sign In Sheet. Best Regards, Chris Zadel Chris Zadel 9075 WCR 10, Fort Lupton, CO 80621 Main: 303,857.1754 Fax: 303.857.2933 Cell: 970.539.8328 www.ncconstructors.com 1 N AiPm= AllPENN" 9075 WCR 10 * Fort Lupton, CO 80621 PHONE: 303-857-1754 FAX: 303-857-2933 www.ncconstructors.com COMMUNITY MELTING FO P InSED GRAVEL PIT — PIONEER LAND CIVIPANY, LL C 0 NORTHERN C RA:to CONSTRUCTORS USR 17-0072 JANUARY 8, 2019 — 6 00P1VI TO 9:00PM 1VIEETIN ` ' MINUTES 1. PERMITS DRMS Permit II M-2016-085 ® Mining operations will proceed from North to South — Property total surface area 190 acres / Mining operations area 114 acres 2. Mine Layout Phase I & II ® Mining procedures discussed Method of material transport discussed — Mobilization via conveyor & haul trucks • Stock piles discussed • Stackers discussed ® Weed control / reclamation discussed • Slurry wall & vertical slopes discussed ® Traffic improvements, traffic routes, & estimated max rate of traffic out per year discussed Q. Will there be some type cf traffic control at intersection? A. Yes, a 2 -way stop sign will be utilized at intersection for control measures. * 4 -way stop sign was proposed by community members — vote taken / majority in favor of 4 -way stop sign Q. Is there a possibility to limit the weight of trucks leaving the property to 22 tons? A. Truck weight limits are normally determined by destination of hauler Q. Can NCC set a weight limit to reduce stress on roads (concern about sink holes, existing & potential new at CR 23 & 24)? Would NCC consider setting weight limits to 85,000 lbs? AB Intended haul route for truckers wouldn't require a limit of 85,000 lbs max, but NCC will consider the request. NCC has a designated area for haulers to trim overweight loads. NCC is not responsible for haulers outside of our mining operations (e.g. oil & gas operations or other aggregate haulers entering/leaving other mine operations in the area) . • Continued discussing new realignment of CR 24 & 23 Q. Who will pay for the cost of the realignment of CR 24 & 23? A. Costs are shared between NCC & Weld County. Q. Can we be provided with the standards for 4 -way stop sign requirements? A. 4 -way stop sign requirements are documented in the "Manual on Uniform Traffic Control Devices". Document sets the standards for traffic signs to be designed, installed, & used. Currently the intersection threshold is below standard limits. JT & NCC support 4 -way stop sign at intersection and/or speed reduction to control traffic. JC indicated Weld County said does not warrant a four way stop. Q. Will there be some type of enforcement for signs & speed at intersection? Proposed a roundabout as possible solution. A. NCC has not looked at the possibility of a roundabout. Weld County determines what can be done at intersections. Roundabouts have various impacts & 4 -way stop sign would be preferred. NCC isn't responsible for enforcing traffic signs on county roads. 1--4nforcement of traffic signs is through the local law enforcement agencies such as Weld County. What is the general time frame for traffic detours in the area during construction of improvements? A. Traffic will be kept open — estimated total time of 2 months. Q. How do we get trucks to follow traffic rules? A. Involvement of local & county law enforcement agencies to enforce traffic rules. NCC will have a camera installed at entrance to mine property. Q. What does the company do to ensure truck drivers are following traffic rules? A. Trucks that are unable to follow traffic control rules will be no longer allowed to haul from mining operation. "0" Tolerance Q. Will Standard Operating Procedures (SOP) include a 3 -strike rule? A. Yes, NCC will address a 3 -strike rule for drivers unable to follow SOP. 3. Haul Route Access roads discussed Dust treatment discussed Scale house location discussed Tarp & trim area discussed Cattle guard & gates discussed • Hours of operation for hauling discussed • Site specific hazard training for drivers discussed • Speed limits for haulers discussed Q. Is the haul route a recommendation or a requirement? A. Not a requirement by Mining Safety & Health Administration (MSHA) but NCC will enforce. Q. Will NCC stop trucks from tarping loads on the side of county road(s)? A. To enforce more control NCC can ask Weld County to install barricade to prevent tarping loads on side of county road if necessary. NCC has a designated area for tarping & trimming loads on the mine property for drivers to utilize. Q. What is the interval of tracks exiting the mining operations during mining hours? A. Estimated 13 trucks per hour. Hours of truck operations are Monday -Friday 7:00am to 4:30pm / Saturday (x2 per month) will run normal truck operations from 7:00am to 4:30pm & Saturday (x2 per month) will run maintenance operations from 7:00am to 4:30pm. Closed on Sundays. Q. Will NCC be responsible for keeping down mud & dust off CR 23? A. Yes, NCC will install a cattle guard at the entrance, a sweeper will be onsite for clean-up of debris, & mag chloride/water spraying for control of dust. 4. Screening for Access & Processing Areas • Proposed retaining walls discussed • Ditch crossing discussed • Slopes discussed • Trees & straw bales for sound mitigation discussed — Large straw bales will be stacked and remain in place behind trees that are planted for screening. • Berms discussed Q. Will there be proper drainage to prevent flooding of properties? A. Yes a Flood Model has been completed to show the direction and location of stockpiles to reduce flooding. * The proposed Windell Screening Berm is not a solution for home owners to the south of the mine. Property owners to the south object to Windell's berm and is concerned the berm will cause more damage to neighbors to the south during flooding. South neighbors suggest culverts through berm to allow water to flow. JC explained the location of the berm is above the flood plain and will not affect flooding. NCC/JC it is preferred to seek out other possible potential options for solution. Need to discuss with Brad about putting breaks in the berm or pipes for surface drainage to go through. Look at previous screening and trees on the mine property. 5. 'Noise Analysis North cell mining & processing plant discussed • South cell mining & processing plant discussed • Levels of dBA (decibel level) in mining area discussed • North cell and South cell source noise levels 40 dBA — 75dBA ® Effects of distance & weather on noise levels (wind makes a big impact) — modeled as wind in all directions to make it worst case scenario ® Weld County regulates noise levels during day hours at: industrial — 80dBA & residential — 55dBA NCC's intent is to get the decibel levels to 55dBA around residential areas Mining levels start on surface levels, as mining processes downward dBA levels will decrease Q. How do you measure noise levels during normal mining operations? A. Annual monitoring of dBA will be performed & is required by MSHA regulations. Q. Will CC have a policy in place for Jake brakes? A. Yes, N CC will notify customers in writing and install signs on mining property notifying drivers that Jake Brakes are prohibited while on mine site or along CR 21 NCC is not responsible for haulers outside of our mining operations (e.g. oil & gas operations or other aggregate haulers entering/leaving other mine operations in the area). Q. Why on the noise plan do the contours bump out in areas? A. There are structures or some barrier in those areas that detour the sound. Q. What is the overall time frame for mining operations, from start to finish? A. NCC estimates 10 — 15 years or sooner depending on economy. Estimated start date of April 2019. Q. When can we expect road construction to commence? A. Estimated between March & May 2019. Q. Is NCC willing to enforce truck routes on certain County Roads, will you consider adding policy to site specific hazard training? A. Yes, \ CC will do that. Q. How long has pit on County Road 18 & County Road 25 been in operation & how long until it is finished? A. Pit on County Road 18 & 25 started in 2004 & has an estimated 1 year until completion. Equipment Utilized Onsite • Tier 4 emissions discussed • Diesel exhaust / EPA levels discussed • Reduction strategies, benefits, & increased costs discussed Q. Will NCC utilize equipment that is environmentally friendly & what tier levels will be used? A. Yes, tier levels 3 & 4 will be utilized. 7. Lighting Plan • Location of lights discussed • Scale house light discussed • Control trailer light discussed • Light bulbs utilized will be 6+0 watt downcast Q. Will these lights be on 24/7? A. Yes. Q. Does NCC plan on working shift work? A. No. 8. Dust Control • Water truck 6,000 gallons discussed • Utilization of mag chloride discussed Q. Is NCC capable of keeping dust from stock piles under control? A. Yes, water truck is equipped with a super canon (a sprayer) for wetting down stock piles to control dust. Q. Who do we contact for issues with dust control? A. Please contact NCC directly for any issues with dust control. Q. Who is responsible for cleaning up debris on County Roads. A. NCC is responsible. A sweeper will be onsite at all times for debris control purposes. 9. Ground Water Impacts • South slurry wall discussed • North corner slurry wall discussed • Location of monitoring wells onsite discussed • Use of monitoring wells to assess water levels discussed • Drain install if necessary discussed Q. Community members are all concerned about wells drying up, what does NCC plan to do to alleviate this concern? A. NCC will monitor water levels to ensure water is within standard limits. NCC can also monitor homeowners water levels , upon request. NCC encourages homeowners to measure current property well depths & provide the data to NCC for record. This will allow NCC to accurately measure water levels for interested homeowners. Can homeowners set their own standards for water limits? Concern with current standard levels being too low. A. NCC is not opposed to homeowners setting own standards. Monitoring of water levels is essential to determine potential impacts. Again, NCC, encourages homeowners to provide data asap. Q. What happens with the well monitoring procedures after mining has started operating? A. Well Monitoring will continue during the life of the mine according to procedure to ensure that water levels are within the standard limits. Q. What does a homeowner do if the water levels increase too much? A. Notify the operator and the operator may need to install a drain. The drain will prevent increased water levels. Monitoring wells are utilized to determine if drain is necessary. Q. Can standard limits be changed from 1-2 foot on south end to 1 -foot standard? A. Yes, that request can be considered. NCC can change standard levels as requested. Q. Can standard limits be provided as public record? A. Yes. Q. Who does the public contact if they have a problem with their well? A. The preferred is to contact the operator and work with the operator to resolve the issue, if the operator fails to respond contact the Division of Reclamation Mining and Safety (DRMS) division. 10. Permits (Various) Wetland mitigation for access road - 0.48 -acre impact discussed T&F, screening —discussed — no impacts found per ERC 9 s T& _ Ft screening report and field investigation • Air pollutions emission notice — dust control mitigation discussed • Seeding piles — not active for 1 year discussed Q. Is there a height limit on not active stock piles? A. Not currently. Height range currently considered capping at 40 feet. Q. Will equipment be driving on top of the piles? A. Yes. Q. Is N CC willing to attempt to limit the height of the piles? 25 feet height is considered too much by surrounding homeowners. A. NCC will work with homeowners to determine an acceptable height limitation of stock piles. NCC proposed 40 feet high. Q. What is the impact to surrounding homeowners if NCC goes bankrupt? A. NCC has posted a substantial size bond in case such a situation arises. Q. Has bond been agreed to? A. Yes, Division of Mining ,Reclamation, and Safety (DRMS) will not release permits without proper bond in place. Q. Who regulates mines & who enforces mining activities? A. Mines requires multiple permits to operate. The agency that issues each permit is the enforcer of those regulations. Q. Who oversees regulatory compliance within NCC? A. NCC supervisors regulate compliance & the state perfoirns regulatory compliance inspections. 1/8/2019 IS YOUR CURRENT RESIDENCE WITH IN 2 MILES FROM THIS GRAVEL PIT PRINT NAME E-MAIL PHONE NUMBER ADDRESS YES (V) NO (V) 24 Samuel & Laura Gavito lauragavito@gmail.com 303-591=5486 11192 CR 23, Fort Lupton, CO 80621 X 25 Cody Stevens & June Frances Anderson junefrances anderson@dpsk12.org 303-947-6951 10978 CR 22, Fort Lupton, CO 80621 X 26 Shari Woodcock sugarfoot7@hotmail.com 970-690-8985 or 303-803-8790 10691 CR 23, Fort Lupton, CO 80621 X 27 Kevin Duffy unreadable 303-931-8586 10625 CR 23, Fort Lupton, CO 80621 X 28 Doug & Regina Schmotzer drschmotzer@gmail.com 303-857-4143 5962 CR 23, Fort Lupton, CO 80621 X 29 Jill Colby • jillscolby@gmail.com 303-642-3222 10963 WCR 24.5, Fort Lupton, CO 80621 X 30 Rick Charbonncau wormthe@aol.com 303-810-9636 10963 WCR 24.5, Fort Lupton, CO 80621 X 31 Rob (Unreadable) f) 10808 CR 23, Fort Lupton, CO 80621 X 32 Tony Waldron hywal94@gmail.com 303-263-6902 X 33 Simon Cantrell 303-717-0927 11016 CR 23, Fort Lupton, CO 80621 X 34 Brian Heritage brian@carvedcanvas.com 720-201-1126 11609 Hardenden Lane X 35 Don & Ruth Martin drmartin785@yahoo.com 970-785-2839 8592 CR 24, Fort Lupton, CO 80621 X 36 Rosie & Steve McWilliams unreadable 303-995-4554 11256 CR 23, Fort Lupton, CO 80621 X 37 Derick Brugger charlesbrugger@live.com 720-999-3933 11223 CR 22.5, Fort Lupton, CO 80621 X 38 Bob & Lavenia Temmer reltemmer@att.net 303-857-4384 10691 CR 25, Fort Lupton, CO 80621 X 39 George & Pat Sagner gpsagner@aol.com 303-229-2386 11097 CR 22.5, Fort Lupton, CO 80621 X 40 Shirley Wagner 303-857-2839 9990 WCR 23, Fort Lupton, CO 80621 X 41 Freddy Dodge huunnter@msn.com 303-912-9604 11992 CR 18, Fort Lupton, CO 80621 & 11586 CR 18, Fort Lupton, CO 80621 X 42 Tom Bennett tbennett@diamondspas.com 303-550-5457 11675 WCR 22.5, Fort Lupton, CO 80621 X 43 Robin Sewing workmytruck@gmail.com 303-210-1939 10756 WCR 20, Fort Lupton, CO 80621 X 44 Rick Sewing workmvtruck@gmail.com 303-995-8726 10756 WCR 20, Fort Lupton, CO 80621 X 45 46 _ COMMUNITY MEETING - NORTHERN COLORADO CONSTRUCTORS / BENNETT GRAVEL PIT 1/8/2019 IS YOUR CURRENT RESIDENCE WITH IN 2 MILES FROM THIS GRAVEL PIT PRINT NAME E-MAIL PHONE NUMBER ADDRESS YES (V) NO (V) 1 J.C. York jcyork@i-tconsulting.com Office 303-857-6222 Mobile 970-222-9530 305 Denver Avenue Suite D, Fort Lupton, CO 80621 X 2 Todd Yee toddyee@i-tconsulting.com Office 303-857-6222 Mobile 303-947-8742 305 Denver Avenue Suite D, Fort Lupton, CO 80621 X 3 Chris Zadel chrisz@ncconstructors.com Office 303-857-1754 Mobile 970-539-8328 9075 CR 10, Fort Lupton, CO 80621 X 4 Stacey Churchill sac@ncconstructors.com Office 303-857-1754 Mobile 970-534-0496 9075 CR 10, Fort Lupton, CO 80621 X 5 Melisa Hansford mah@ncconstructors.com 303-857-1754 9075 CR 10, Fort Lupton, CO 80621" X 6 Jade MurrayRoss jcm@ncconstructors.com 303-857-1754 9075 CR 10, Fort Lupton, CO 80621 X 7 Nathan Drake nathan.drake@ncconstructors.com 303-857-1754 9075 CR 10, Fort Lupton, CO 80621 X 8 Jeremy Griebel jgriebel@powermotivecorp.com 970-401-1322 5000 Vasquez Blvd, Denver, CO 80216 X 9 Jason Brady jbrady@powermotivecorp.com 970-623-4938 5000 Vasquez Blvd, Denver, CO 80216 X 10 Deanna Pitcher County cybrchkns@msn.com 303-550-6939 10835 CR 24.5, Fort Lupton, CO 80621 X 11 Garrett County 303-550-2680 10835 CR 24.5, Fort Lupton, CO 80621 X 12 Toma Evie Fuxa chomasfuxa@msn.com 970-285-2504 11383 CR 23, Fort Lupton, CO 80621 X 13 Lori Guttenstein / Steve Klen bugsyandroo@aol.com _ 303-619-0018 11605 Harpenden Lane, Fort Lupton, CO 80621 X 14 Sandy Schara / Richard (Butch) sschara@ft.newyorklife.com 303-947-5874 10298 CR 25, Fort Lupton, CO 80621 X 15 Mike Rethke totalx@live.com 303-775-0788 10321 CR 23, Fort Lupton, CO 80621 X 16 Candi Rethke candi.sekich@gmail.com 303-775-0085 10321 CR 23, Fort Lupton, CO 80621 X 17 Alissa Rabas rabas38@msn.com 303-746-7080 10959 CR 24.5, Fort Lupton, CO 80621 X 18 Jeff Rabas rabas38@msn.com 303-710-9426 10959 CR 24.5, Fort Lupton, CO 80621 X 19 Howard Cantrell corkfires@aol.com 970-396-6155 11016 CR 23, Fort Lupton, CO 80621 X 20 Veronica Cantrell hide0away@aol.com 303-717-2237 11016 CR 23, Fort Lupton, CO 80621 X 21 Nicole Cantrell nicolecantrell11@gmail.com 303-720-1162 11176 CR 23, Fort Lupton, CO 80621 X 22 Dan Betty Brewster buffaloroseoutfitters@gmail.com 303-718-0089 8359 CR 23, Fort Lupton, CO 80621 X 23 Teri Doehring & 1 Doehring doehring2@msn.com 303-242-9820 10303 CR 25, Fort Lupton, CO 80621 X Selena Baltierra From: Sent: To: Cc: Subject: Attachments: Kim Ogle Friday, January 18, 2019 11:06 AM Selena Baltierra Esther Gesick; Chloe Rempel FW: Encroachment Concerns_USR17-OO72 (Pioneer Land Co - Bennett Open Pit) JT-Anadarko Potholes 1.4.19.pdf Hello again, Please add email and attachment to the case file for USR17-0072 Bennett Mine Thank you Kim Ogle Planner Weld County Planning Services 1555 North 17th Avenue Greeley, Colorado 80631 970.400.3549 Direct 970.353.6100 x 3540 Office kogle@weldgov.com From: JC York <jcyork@j-tconsulting.com> Sent: Friday, January 18, 2019 8:25 AM To: Kim Ogle <kogle@weldgov.com> Subject: FW: Encroachment Concerns_USR17-OO72 (Pioneer Land Co - Bennett Open Pit) Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Kim — This is what we sent to Anadarko regarding their line east of the access entrance that crosses the access road before it turns to the south. Regards. J.C. J C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: JC York [mailto:jcvork@aj-tconsulting.com] Sent: Saturday, January 05, 2019 9:16 AM To: 'Orticelle, Nick [Wood Group Mustang]'; 'Cavanagh, Brett' Cc: 'Chris Zadel' Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) Nick / Brett — The final construction will not take any depth away. It will likely add one or two feet. I have also attached the pothole information for the east gathering line that are on page 2 of the attached pdf (I included the previous information for the potholes on the lines near the intersection of CR 23 and CR 24). Looks like the depths are as follows: East Pipeline North Pothole: Depth is 3.74 feet and this pothole is north of the proposed roadway East Pipeline Middle Pothole: Depth is 4.11 feet, also north of the proposed roadway East Pipeline South Pothole: Depth is 4.24 feet in the proposed roadway. Let me know if you have any questions. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Orticelle, Nick [Wood Group Mustang][mailto:Nick.Orticelle(aanadarko.com] Sent: Friday, January 04, 2019 2:53 PM To: Cavanagh, Brett; JC York Cc: Chris Zadel Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) I am OK to proceed with these depths with general construction equipment less than 100,000 lbs evenly distributed. I am assuming no depth will be removed at final grade, am I correct with that? Once we receive information on the far east line, I will assess that. Thank you! Nick Orticelle Mechanical Engineer - Midstream Anadarko Petroleum Corporation 1099 18th Street, Suite 1800 Denver, CO 80202 Desk — 720-929-3311 Cell — 713-724-1382 Nick.Orticelle@anadarko.com 2 From: Cavanagh, Brett <Brett.Cavanagh@anadarko.com> Sent: Friday, January 4, 2019 1:14 PM To: JC York <icvork@i-tconsulting.com> Cc: Chris Zadel <chrisz@ncconstructors.com>; Orticelle, Nick [Wood Group Mustang] <Nick.Orticelle@anadarko.com> Subject: Re: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) Nick, Have you had time to review ? Thanks On Jan 4, 2019, at 12:51 PM, JC York <icyork@i-tconsulting.com> wrote: Brett — Just wanted to touch base with you to see if you had talked with your engineering department on the cover depths on the pipelines located near CR 23 and CR 24 intersection. We are waiting for the survey information on the gathering line that is further east but should be getting that later today from them, Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Cavanagh, Brett[mailto:Brett.Cavanagh@anadarko.com] Sent: Wednesday, December 19, 2018 11:47 AM To: JC York; Kemock, Joseph Cc: Cabral, Tony; Keiser, Nathan; Price, Tom; Ishida, Thomas; Baulch, Gary; Orticelle, Nick [Wood Group Mustang]; Martin, Chris (Land); Olsen, Ron; 'Chris Zadel'; 'Kim Ogle'; Marshall, Donald Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) Thank you JC. Please note that if you dig within 10 feet of our line you will need to coordinate with us for a standby on site to watch. ( please reach out to Don Marshall) Nick, Can you look at the email below and see what you think on the pothole data? Thanks, Brett A. Cavanagh, MBA— DJ Basin — Staff Landman <image001.jpg>• Phone: 720.929.3296 *Cell: 970.219.9343<image002.png> 1099 18th Street, Suite 1800, Denver CO 80202 a P.O. box 173779, Denver CO 3 This message, including any attachments,is intended only for the use of the individual(s) to which it is addressed and may contain information that is privileged/confidential. Any other distribution, copying or disclosure is strictly prohibited. If you ore not the intended recipient or have received this message in error, please notify us immediately by reply e-mail and permanently delete this message including any attachments, without reading it or making a copy. Thank you. "DISCUSSIONS AND COMMUNICATIONS REGARDING THIS MATTER CONSTITUTE MERELY PRELIMINARY NEGOTIATIONS BETWEEN THE PARTIES, DO NOT CONSTITUTE AN OFFER BY ONE PARTY TO THE OTHER PARTY, AND DO NOT CREATE IN ANY PARTY A POWER (1F ACCEPTANCE" From: JC York <icyork@i-tconsulting.com> Sent: Tuesday, December 18, 2018 4:50 PM To: Cavanagh, Brett <Brett.Cavanagh@anadarko.com>; Kemock, Joseph <Joseph.Kemock@anadarko.com> Cc: Cabral, Tony <Tony.Cabral@anadarko.com>; Keiser, Nathan <Nathan.Keiser@anadarko.com>; Price, Tom <Tom.Price@anadarko.com>; Ishida, Thomas <Thomas.lshida@anadarko.com>; Baulch, Gary <Gary.Baulch@anadarko.com>; Orticelle, Nick [Wood Group Mustang] <Nick.Orticelle@anadarko.com>; Martin, Chris (Land) <Chris.Martin@anadarko.com>; Olsen, Ron <Ron.Olsen@anadarko.com>;'Chris Zadel'<chrisz@ncconstructors.com>;'Kim Ogle' <kogle@weldgov.com>; Marshall, Donald <Donald.Marshall@anadarko.com> Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) Brett /Joseph — See our attached map with potholes that were completed near the intersection of the proposed access and CR 23. We potholed where we could based on the locates in the field and all depths to the gas/oil and water lines are greater than 4.5 feet with some being as deep as 7.7 feet. We had our surveyor shoot the locations and provide a ground elevation at each hole and also shoot the top of the pipe at each hole. The gas line to the east of the access could not be accessed by the potholing company so it will have to be done at a later date prior to crossing it with the proposed access road construction. Please give me a call to discuss. The potholes on the water line are as follows: South Location — Top of Pipe Elevation = 4848.47 Ground Elevation = 4853.72 Cover over pipe = 5.25 feet North Location —Top of Pipe Elevation = 4848.06 Ground Elevation = 4853.51 Cover over pipe = 5.45 feet The potholes on the west gas line are as follows: South Location — Top of Pipe Elevation = 4847.15 Ground Elevation = 4853.67 Cover over pipe = 6.52 feet Middle Location — Top of Pipe Elevation = 4845.44 Ground Elevation = 4853.14 Cover over pipe = 7.70 feet North Location — Top of Pipe Elevation = 4846.98 Ground Elevation = 4853.37 Cover over pipe = 6.39 feet The potholes on the east gas line are as follows: South Location — Top of Pipe Elevation = 4848.88 Ground Elevation = 4853.43 Cover over pipe = 4.55 feet North Location — Top of Pipe Elevation = 4848.64 Ground Elevation = 4853.18 Cover over pipe = 4.54 feet 4 Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Cavanagh, Brett [mailto:Brett.Cavanayh@anadarko.com] Sent: Tuesday, December 04, 2018 12:46 PM To: JC York Cc: Kemock, Joseph; Cabral, Tony; Keiser, Nathan; Price, Tom; Ishida, Thomas; Baulch, Gary; Orticelle, Nick [Wood Group Mustang]; Martin, Chris (Land); Olsen, Ron; 'Chris Zadel'; 'Kim Ogle'; Marshall, Donald Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) JC, Please pothole on either side of the road and the middle ( 3 locations), and do a 2x2 hole. Please follow our guidelines below: <image003.png> Thanks, Brett A. Cavanagh, MBA— DJ Basin — Staff Landman <image001.jpg>• Phone: 720.929.3296 *Cell: 970.219.9343<image002.png> 1099 18th Street, Suite 1800, Denver CO 80202 • P.O. box 173779, Denver CO This message, including any attachments,is intended only for the use of the individuals) to which it is addressed and may contain information that is privileged/confidential. Any other distribution, copying or disclosure is strictly prohibited. If you are not the intended recipient or have received this message in error, please notify us immediately by reply e-mail and permanently delete this message including any attachments, without reading it or making a copy. Thank you. "DISCUSSIONS AND COMMUNICATIONS REGARDING THIS MATTER CONSTITUTE MERELY PRELIMINARY NEGOTIATIONS BETWEEN THE PARTIES, DO NOT CONSTITUTE AN OFFER BY ONE PARTY TO THE OTHER PARTY, AND DO NOT CREATE IN ANY PARTY A POWER OF ACCEPTANCE" From: JC York <Icvork@i-tconsulting.com> Sent: Tuesday, December 4, 2018 12:40 PM To: Cavanagh, Brett <Brett.Cavanagh@anadarko.com> Cc: Kemock, Joseph <Joseph.Kemock@anadarko.com>; Cabral, Tony <Tonv.Cabral@anadarko.com>; Keiser, Nathan <Nathan.Keiser@anadarko.com>; Price, Tom <Tom.Price@anadarko.com>; Ishida, Thomas <Thomas.Ishida@anadarko.com>; Baulch, Gary <Garv.Baulch@anadarko.com>; Orticelle, Nick [Wood Group Mustang] <Nick.Orticelle@anadarko.com>; Martin, Chris (Land) <Chris.Martin@anadarko.com>; Olsen, Ron <Ron.Olsen@anadarko.com>; 'Chris Zadel' <chrisz@ncconstructors.com>; 'Kim Ogle' <kogle@weldgov.com> Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) Brett — 5 Chris Zadel with Northern Colorado Constructors is going to schedule potholing for next week. They will be calling in locates this week. Once they have the pothole data we will forward on to you. They plan to pothole the pipelines on the north and south side of the proposed access road. Please let me know if you have any issues and who Northern Colorado Constructors may need to coordinate with from Anadarko for a standby during potholing. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Cavanagh, Brett [mailto:Brett.Cavanagh@anadarko.com] Sent: Tuesday, December 04, 2018 10:45 AM To: 'JC York' Cc: Kemock, Joseph; Cabral, Tony; Keiser, Nathan; Price, Tom; Ishida, Thomas; Baulch, Gary; Orticelle, Nick [Wood Group Mustang]; Martin, Chris (Land); Olsen, Ron; 'Chris Zadel'; 'Kim Ogle' Subject: RE: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) JC, I confirmed with my engineer that we did not review the data on a pipeline side for load and depths, and I have reached out to Katherine to verify to whom she spoke with before. We do not object to the access over the lines, but need to verify depth and final grade before any heavy equipment crosses our lines. Safety is our top priority here. Thanks, Brett A. Cavanagh, MBA— Di Basin — Staff Landman <image001.jpg>* Phone: 720.929.3296 *Cell: 970.219.9343<image002.png> 1099 18th Street, Suite 1800, Denver CO 80202 * P.O. box 173779, Denver CO This message, including any attachments,is intended only for the use of the individual(s) to which it is addressed and may contain information that is privileged/confidential. Any other distribution, copying or disclosure is strictly prohibited. If you are not the intended recipient or have received this message in error, please notify us immediately by reply e-mail and permanently delete this message including any attachments, without reading it or making a copy. Thank you. "DISCUSSIONS AND COMMUNICATIONS REGARDING THIS MATTER CONSTITUTE MERELY PRELIMINARY NEGOTIATIONS BETWEEN THE PARTIES, DO NOT CONSTITUTE AN OFFER BY ONE PARTY TO THE OTHER PARTY, AND DO NOT CREATE IN ANY PARTS A POWER OF ACCEPTANCE" From: Cavanagh, Brett Sent: Tuesday, December 4, 2018 9:52 AM To: JC York <jcvork@i-tconsulting.com> Cc: Kemock, Joseph <Joseph.Kemock@anadarko.com>; Cabral, Tony <Tonv.Cabral@anadarko.com>; Keiser, Nathan <Nathan.Keiser@anadarko.com>; Price, Tom <Tom.Price@anadarko.com>; Ishida, Thomas <Thomas.lshida@anadarko.com>; Baulch, Gary <Garv.Baulch@anadarko.com>; Orticelle, Nick 6 [Wood Group Mustang] <Nick.Orticelle@anadarko.com>; Martin, Chris (Land) <Chris.Martin@anadarko.com>; Olsen, Ron <Ron.Olsen@anadarko.com>; Chris Zadel <chrisz@ncconstructors.com>; 'Kim Ogle' <kogle@weldgov.com> Subject: RE: Encroachment Concerns_USR17-OO72 (Pioneer Land Co - Bennett Open Pit) JC, I am concerned that we only did a locate on these lines, and with the weight and potential traffic, we need to verify via a pothole ( performed by you). You do have the right to cross, but we need to evaluate it based upon the depth of the line, and the final grade. Please note that if we need to access our line, we are not liable for any damage to the road, or loss of access. It is better to take the time now and make sure it is safe, then assume the depths are fine. <image004.png> Nick, Did you review this Brett A. Cavanagh, MBA— Dl Basin — Staff Landman <image001.jpg>• Phone: 720.929.3296 •Cell: 970.219.9343<image002.png> 1099 18th Street, Suite 1800, Denver CO 80202 • P.O. box 173779, Denver CO This message, including any attachments,is intended only for the use of the individual(s) to which it is addressed and may contain information that is privileged/confidential. Any other distribution, copying or disclosure is strictly prohibited. If you are not the intended recipient or have received this message in error, please notify us immediately by reply e-mail and permanently delete this message including any attachments, without reading it or making a copy. Thank you. "DISCUSSIONS AND COMMUNICATIONS REGARDING THIS MATTER CONSTITUTE MERELY PRELIMINARY NEGOTIATIONS BETWEEN THE PARTIES, DO NOT CONSTITUTE AN OFFER BY ONE PARTY TO THE OTHER PARTY, AND DO NOT CREATE IN ANY PARTY A POWER OF ACCEPTANCE" From: JC York <icvork@i-tconsulting.com> Sent: Monday, December 3, 2018 3:24 PM To: Cavanagh, Brett <Brett.Cavanagh@anadarko.com> Cc: Kemock, Joseph <Joseph.Kemock@anadarko.com>; Cabral, Tony <Tonv.Cabral@anadarko.com>; Keiser, Nathan <Nathan.Keiser@anadarko.com>; Price, Tom <Tom.Price@anadarko.com>; Ishida, Thomas <Thomas.Ishida@anadarko.com>; Baulch, Gary <Garv.Baulch@anadarko.com>; Orticelle, Nick [Wood Group Mustang] <Nick.Orticelle@anadarko.com>; Martin, Chris (Land) • <Chris.Martin@anadarko.com>; Olsen, Ron <Ron.Olsen@anadarko.com>; Chris Zadel <chrisz@ncconstructors.com>; 'Kim Ogle' <kogle@weldgov.com> Subject: FW: Encroachment Concerns_USR17-0072 (Pioneer Land Co - Bennett Open Pit) WARNING! This email originated from a source external to Anadarko. If you do not recognize the sender of are suspicious of its content, forward this email to ITSecurity@ianadarko.com. DO NOT reply, open attachments or click on any links in a suspicious email. Brett — Per our phone conversation today I am responding to your e-mail that you sent to Kim Ogle at Weld County regarding the USR17-0072 Permit for mining. Below is an e-mail from Katherine Ross letting us know that Anadarko's engineering group had no concerns with the crossings. Below that are the e -mails that had gone back and forth from July 2017 through November 2017. Please let me know that you received this e-mail. Regards, 7 J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Ross, Katherine <Katherine.Ross@anadarko.com> Sent: Monday, November 27, 2017 7:12 AM To: icyork@i-tconsulting.com; Chris Zadel <chrisz@ncconstructors.com> Cc: 'Tom Bennett' <tbennett@diamondsoas.com> Subject: RE: SUA and Letter Agreement for review All, Our engineering team confirmed that they do not have concerns with the crossing of the pipelines off of CR 23. It will be helpful that the apron should also extend over the pipelines. Let me know if you all have additional questions or comments regarding the crossing. I look forward to your comments on the SUA. Hope everyone had a nice Thanksgiving! Katherine Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: JC York [mailto:icyork@i-tconsulting.com] Sent: Tuesday, November 21, 2017 7:24 AM To: Ross, Katherine <Katherine.Ross@anadarko.com>; 'Chris Zadel' <chrisz@ncconstructors.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com>; icvork@i-tconsulting.com Subject: RE: SUA and Letter Agreement for review Katherine — There will likely be concrete or asphalt extended into the property about 100' as that is usually what the County requires. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D 8 Fort Lupton, CO 80621 From: Ross, Katherine [mailto:Katherine.Ross@anadarko.com] Sent: Monday, November 20, 2017 4:02 PM To: 'Chris Zadel'<chrisz@ncconstructors.com>;licyorkPi-tconsulting.com' <icvork@i-tconsulting.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com> Subject: RE: SUA and Letter Agreement for review All, Our pipeline engineer is working on the load study. Do you currently have any plans for a concrete apron or other covering that would extend over the pipelines? I know the county often requires something at the access point, but wondering if you had discussed extending it. Thanks, Katherine Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: Ross, Katherine Sent: Tuesday, November 14, 2017 10:10 AM To: Chris Zadel <chriszPncconstructors.com>; icvorkPi-tconsulting.com Cc: 'Tom Bennett' <tbennett@diamondspas.com> Subject: RE: SUA and Letter Agreement for review Chris, Thanks for the notice. I have passed that along to our locator team so hopefully we will get all of the data we need. I also finished reviewing the SUA with our counsel. It looks different than what Clint originally proposed. I wanted to clarify the use of the OGOA and processing plant area, along with some more details related to the expectations to P&A the existing wells and handle mining through all of the current and future P&A wells. I tried to keep it as simple as possible considering our two uses of the property. I've attached a messy redlined copy, and a clean copy. Let me know what you all think of the changes. Thanks, Katherine Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: Chris Zadel[mailto:chriszPncconstructors.com] Sent: Tuesday, November 14, 2017 9:17 AM To: Ross, Katherine <Katherine.Ross@anadarko.com>; icyork@i-tconsulting.com 9 Cc: 'Tom Bennett' <tbennett@diamondspas.com> Subject: RE: SUA and Letter Agreement for review Katherine, The locates should all be done being located today. Chris <image005.png> Chris Zadel 9075 WCR 10, Fort Lupton, CO 80621 Main: 303.857.1754 Fax: 303.857.2933 Cell: 970.539.8328 www.ncconstructors.com From: Ross, Katherine [mailto:Katherine.Ross@anadarko.com] Sent: Wednesday, November 8, 2017 1:06 PM To: Chris Zadel <chrisz@ncconstructors.com>; icvork(i-tconsulting.com Cc: 'Tom Bennett' <tbennett@diamondspas.com> Subject: RE: SUA and Letter Agreement for review Chris, This is helpful. If you or Tom could call in 811 locates for the crossing area, I could get our locator to check the depth. Unfortunately, they won't locate lines unless they get a call through 811. If you make the call, let me know and I'll try to get some additional detail on the back end. Thanks, Katherine Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: Chris Zadel [mailto:chrisz@ncconstructors.com] Sent: Wednesday, November 08, 2017 6:27 AM To: Ross, Katherine <Katherine.Ross@anadarko.com>; icyork@ i-tconsulting.com Cc: 'Tom Bennett' <tbennett@diamondspas.com> Subject: RE: SUA and Letter Agreement for review Good Morning Katherine, The majority of the heavier vehicles will be 85,0001bs. — 95,0001bs. with 5-6 axles. There will be on occasions 100,0001bs— 110,0001bs. equipment loads entering and existing the site. As for the traffic volumes, March to December and from 6:00am — 9:30am and from 2:00pm - 4:30pm seem to be the busy times of the day / year. Chris 10 <image005.png> Chris Zadel 9075 WCR 10, Fort Lupton, CO 80621 Main: 303.857.1754 Fax: 303.857.2933 Cell: 970.539.8328 www.ncconstructors.com From: Ross, Katherine [mailto:Katherine.Ross@anadarko.com] Sent: Tuesday, November 7, 2017 9:24 AM To: jcvork@i-tconsulting.com Cc: 'Tom Bennett' <tbennett@diamondspas.com>; Chris Zadel <chrisz@ncconstructors.com> Subject: RE: SUA and Letter Agreement for review JC, Thanks for the additional information. I'll try to get some redlines back to you next week. Can you provide some additional detail for us to complete our load study? Looking for heaviest and most common vehicle weights and number of axles. Also, if you are aware of any period that would have extremely higher traffic volumes that would be good to know as well. Thanks, Katherine Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: JC York [mailto:icvork@i-tconsulting.com] Sent: Friday, November 03, 2017 9:28 AM To: Ross, Katherine <Katherine.Ross@anadarko.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com>;'Chris Zadel' <chrisz@ncconstructors.com>; icvork@i- tconsulting.com Subject: RE: SUA and Letter Agreement for review Katherine — Thank you for getting back to us. Below are some answers to your questions. The mined area will have a slurry wall constructed around each cell or phase to seal it off from groundwater so it will be dewatered as it is mined down to bedrock. Once it is mined down to bedrock NCC would be ready for you to inspect the P&A wells to cut off the stem that would be projecting above the mined surface. Then Anadarko could do what is necessary to continue to keep them safe and cutoff below the bottom of the bedrock surface so the top of the casing is not exposed to the future water that will be stored in the mined out cell/phase. On the shared use of the processing plant area that overlaps OGOA 2 NCC would continue to use that area until the mining is complete. If ample notice is given NCC will move stockpiles in this area if needed. The plant schematic will be pushed as far south as possible and the plant configuration can be laid out to minimize the use of this area. 11 The redlines that address the P&A wells include the existing P&A wells and the Glover and Kuipers wells that would be P&A in the future. Also we are referring to the Glover and Kuipers wells in the redlines and exhibit regarding the access from CR 23. The access would be terminated once the Glover and Kuipers wells are P&A. We are not planning to mine through the access to CR 23 at this time. Regards, J.C. From: Ross, Katherine [mailto:Katherine.Ross@anadarko.com] Sent: Wednesday, November 01, 2017 4:04 PM To: 'JC York' <jcvork@i-tconsulting.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com>;'Chris Zadel' <chrisz@ncconstructors.com> Subject: RE: SUA and Letter Agreement for review One additional question, the paragraph addressing abandonment of the existing wells states, "The access from CR 23 shall be terminated once the Existing Wells are P&A." How long do you plan to use the access from 23? If it is abandoned, do you plan to mine through it? Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: Ross, Katherine Sent: Wednesday, November 01, 2017 2:44 PM To: 'JC York' <jcvork@i-tconsulting.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com>; 'Chris Zadel' <chrisz@ncconstructors.com> Subject: RE: SUA and Letter Agreement for review Gentlemen, Thanks for meeting at the property last week. It was helpful to get a good understanding of the full development plan. After talking with our attorney, I think the redlines that I send back will be significantly more detailed and specific than the form previously discussed. I have a few questions and updates for you to finalize the revisions: • The Glover and Kuipers wells are not on our current schedule to P&A • If the end use of the mined area is water storage/lake, do you anticipate any regular interval where it might be drained/dry where we could inspect the P&A wells? • How do you envision shared use of the processing plant area that overlaps with the OGOA 2? • In the redlines that address the P&A wells and mining through them, is that section meant to address only the wells that are currently P&A or also cover the Glover and Kuipers wells that will eventually be P&A? I am still waiting for more information about the pipeline crossing at road 23. I look forward to working with you all on this project. Thanks, 12 Katherine Katherine Ross Landman Kerr-McGee Oil & Gas Onshore LP, A subsidiary of Anadarko Petroleum Corporation Office: 720-929-6671 Cell: 970-443-2905 From: Hebert, Clint Sent: Monday, September 25, 2017 9:25 AM To: 'JC York' <icvork@i-tconsulting.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com>; 'Chris Zadel' <chrisz@ncconstructors.com>; Ross, Katherine <Katherine.Ross@anadarko.com> Subject: RE: SUA and Letter Agreement for review JC, Katherine Ross will be taking over the negotiations for this SUA. I will be scheduling a meeting around the middle part of October with this group so we can see where we are at with the SUA and mining process. Thanks, Clint From: Hebert, Clint Sent: Friday, September 08, 2017 11:44 AM To: JC York <icvork@i-tconsulting.com> Cc: 'Tom Bennett' <tbennett@diamondspas.com>; Chris Zadel <chrisz@ncconstructors.com> Subject: RE: SUA and Letter Agreement for review JC, Thanks for sending over the redlined SUA. I will take a look at this and get back you in the near future with my comments. Clint T. Hebert Senior Landman Anadarko Petroleum Corporation 501 North Division Blvd. Platteville, Colorado 80651 970-515-1515 (office) 979-219-0941 (mobile) clint.hebertc anadarko.com <image006.jpg> From: JC York Emailto:icvork@i-tconsulting.comJ Sent: Friday, September 08, 2017 10:14 AM To: Hebert, Clint <Clint.Hebert@anadarko.com> 13 Cc: 'Tom Bennett' <tbennettc. diamondspas.com>; Chris Zadel <chrisz@ncconstructors.com> Subject: RE: SUA and Letter Agreement for review Clint — Attached is the redlined agreement with tracked changes and the exhibit to go with the agreement. Let me know if you have any questions or concerns. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 From: Hebert, Clint[mailto:Clint.Hebert©anadarko.com] Sent: Friday, July 14, 2017 11:24 AM To: JC York Subject: SUA and Letter Agreement for review J.C. I have attached the Surface Use Agreement and Letter Agreement for your review. We will still need to add a paragraph to address abandoned wells and pipelines that are encountered in the mining process. Please feel free to take a stab at drafting this language and adding it to the document. I am still working to verify that Kerr-McGee is predecessor -in -interest to the ROW Grant that runs East- West across the property. I originally thought this was a Panhandle Eastern Pipeline but after looking more closely at the ROW Grant it was actually granted to Panhandle Western Pipeline so I need to do some more research about this company. Sorry about the delay in getting you these documents for review. Thanks, Clint T. Hebert Senior Landman Anadarko Petroleum Corporation 501 North Division Blvd. Platteville, Colorado 80651 970-515-1515 (office) 979-219-0941 (mobile) clint.hebert(a)anadarko.com <image006.jpg> 14 Selena Baltierra From: Sent: To: Cc: Subject: Kim Ogle Friday, January 18, 2019 11:03 AM Selena Baltierra Esther Gesick; Chloe Rempel FW: Northern Colorado Constructors Bennett Mine Road Maintenance Agreement Please add this email to the case file for USR17-0072 Thank you. Kim Ogle Planner Weld County Planning Services 1555 North 17th Avenue Greeley, Colorado 80631 970.400.3549 Direct 970.353.6100 x 3540 Office kogle@weldgov.com From: JC York <jcyork@j-tconsulting.com> Sent: Friday, January 18, 2019 7:55 AM To: Kim Ogle <kogle@weldgov.com> Cc: Chris Zadel <chrisz@ncconstructors.com> Subject: FW: Northern Colorado Constructors Bennett Mine Road Maintenance Agreement Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Kim — See below the e-mail from Roy Vestal regarding the road maintenance agreement with the City of Fort Lupton. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton. CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 1 From: Roy Vestal [mailto: RVestalOFortluotonco.gov] Sent: Thursday, January 17, 2019 2:55 PM To: JC York Cc: Chris Zadel Subject: RE: Northern Colorado Constructors Bennett Mine Road Maintenance Agreement JC / Chris, I have received the sign Roadway Maintenance Agreement just now. I have placed this on the agenda for City Council Meeting scheduled for Tuesday, January 22. Thank you for the cooperation with this agreement. ASW Roy L. Vestal, P.E. Public Works Director / City Engineer I I I 'Y (. f t. , COMC PAINT YOUR FUTURE WITH US 130 S. McKinley, Fort Lupton, CO 80621 Office: 720.466.6109 Mobile: 720.966.3613 From: JC York (mailto:icyork@i-tconsulting.com] Sent: Wednesday, January 16, 2019 2:06 PM To: Roy Vestal <RVestal@Fortluptonco.gov> Cc: Chris Zadel <chrisz@ncconstructors.com> Subject: Northern Colorado Constructors Bennett Mine Road Maintenance Agreement Roy — Attached is the agreement. I left a voicemail for you earlier today regarding the payment plan. We modified the agreement so that NCC would pay on a quarterly basis based on the tonnage that is hauled from the pit. This works better for them as they can pay out easier as the product is sold. Let me know if you have any questions. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 2 From: JC York [mailto:jcyork@j-tconsulting.com] Sent: Monday, January 14, 2019 3:53 PM To: Roy Vestal (RVestal@Fortluptonco.gov) Cc: Chris Zadel Subject: Northern Colorado Constructors Bennett Mine Road Maintenance Spreadsheet Roy — Attached is the spreadsheet that we modified for the CR 18 length from Hwy 85 to the Fort Lupton City Limits and we also modified the asphalt cost to $90 per ton based on average pricing we received in 2018 for grading S 64-22 75 gyration and grading SX 64-22 75 gyration HMA. Let me know if you have any questions or concerns with the spreadsheet. We are reviewing the written agreement with NCC and should have a copy of that to send over to you later this week. Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com This email has been scanned by the Symantec Email Security.cloud service. For more information please visit http://www.symanteccloud.com 3 Selena Baltierra From: Sent: To: Cc: Subject: Kim Ogle Tuesday, January 22, 2019 10:58 AM Selena Baltierra Esther Gesick; Chloe Rempel FW: ** Possible Spam ** SUA for Bennett Pit Pioneer Land Company, LLC and Northern Colorado Constructors USR 17-0072 Please add to the USR17-0072 File for the Bennett Mine. This is correspondence from Anadarko concerning the SUA Thank you kim From: J. C. York <jcyork@j-tconsulting.com> Sent: Tuesday, January 22, 2019 10:25 AM To: Kim Ogle <kogle@weldgov.com> Subject: Fwd: ** Possible Spam ** SUA for Bennett Pit - Pioneer Land Company, LLC and Northern Colorado Constructors USR 17-0072 Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. FYI Regards, J.C. J.C. York, P.E. J&T Consulting, Inc. 305 Denver Avenue, Suite D Fort Lupton, CO 80621 Office: (303) 857-6222 Mobile: (970) 222-9530 FAX: (303) 857-6224 Begin forwarded message: From: "Kemock, Joseph" <Joseph.Kemock@anadarko.com> Date: January 22, 2019 at 8:45:32 AM MST To: JC York <*cyork@'-tconsulting.com> Cc: "Jobe, Don" <Don.Jobe@anadarko.com>, "McGraw, Brandon" <Brandon.McGraw@anadarko.com>, "Bursey, Sherry" <Sherry.Bursey@anadarko.com>, "Martin, Chris (Land)" <Chris.Martin@anadarko.com> Subject: ** Possible Spam ** SUA for Bennett Pit - Pioneer Land Company, LLC and Northern Colorado Constructors USR 17-0072 JC, 1 It does not appear that our review of the SUA, the plugging and abandoning plan for existing wells, and/or our future access routes into existing wells (whether plugged and abandoned or active) are going to be completed by the time of your upcoming hearing. However, we do not object to the USR permit and will continue in good faith to negotiate and cooperate with you to come to a mutually beneficial agreement with regards to the plugging and abandonment of existing wells, access to and set -back boundaries around existing and/or plugged wells, and any liability associated with the aforementioned. Thank you very much for your time and consideration in this matter, I look forward to continuing to work with you toward a mutually satisfactory agreement in these matters. Joe Joseph Kemock Anadarko Petroleum Corporation 1099 18`h Street, Suite 1800 Denver, CO 80202-1918 720-929-4371 (Direct) 814-421-5347 (Mobile) joseph.kemock(anadarko.com 2 Selena Baltierra To: Subject: Karla Ford RE: Proposed Action on gravel mining operations at County Road 23 and County Road 24 From: Steven McWilliams<smcwilliams@newdesignconstruction.com> Sent: Tuesday, January 22, 2019 1:19 PM To: Karla Ford <kford@weldgov.com> Subject: Proposed Action on gravel mining operations at County Road 23 and County Road 24 This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Ms. Ford - Could you forward these comments to the Board of Commissions? I am a property owner that abuts the egress and ingress of the proposed gravel operations and being a long term county resident of approximately 25 years I understand and agree with the County's position of land development and uses. It is important for the residents of the County and State to responsibly develop and extract minerals for the overall good of its residents. This proposed gravel development has a few things that should be addressed in my view, one is the traffic at the intersection of 23 and 24 ( I actually live on the east side of 23 approximately 1/4 north of 23 and 24) that should be controlled by a 4 way stop. In the last 10 years I have seen an exponential increase in traffic on road 23 primarily due to o il field work and of course the increase of single family homes being built. The traffic speeds of the oil and gravel trucks far exceeds the limits on the road and with a 90 degree turn at 21.5 we have someone go off the road what seems like o nce a month. The ability to slow the trucks and cars at a 4 way stop would help to that end. At our public meeting with the gravel operator (Chris Zadel) and approximately 24 or so interested and/or impacted attendees a show of hands supported a 4 way stop. Another comment that I have is a few years ago the County held several meetings to discuss the alignment of 24 to the e ast as a parkway for access to Highway 85. I do not believe that the operators proposal takes that into consideration. It is obvious that the collector route from 125 to the east is 119 to Firestone Boulevard to 24 to Highway 85 as proposed by the County some years ago. We still need to take that into consideration. Although this does not directly impact me, the access road goes right next to my neighbor's house (Howard Cantrell) and if I lived there, the noise from the trucks would not be acceptable. I understand there are hours of operation restrictions that will help that and I request that the BOCC make sure by resolution that the hours are spelled out and what type of fines or enforcement will be made. We need to remember that this is a rural neighborhood with many single family homes and with a less than direct route to the major highways thought needs to made as to the impact to this community. Steven S. McWilliams 11256 County Road 23 Fort Lupton, Colorado 80621 1 Mk Mimi' Irms 9075 WCR 10 * Fort Lupton, CO 80621 303-857-1754 Phone www.ncconstructors.com Standard Operating Procedure Location: NCC Pit 4 — Bennett Mine Hours: 7:00 AM — 4:30 PM Mining Method • Topsoil and Overburden will be stripped from the active mining area. The Topsoil and Overburden will be placed in stockpiles to be sold or to be seeded. • Excavators will do the active mining. • Haul Trucks and/or Overland conveyers will be used to move the mined material to the wash plant, dry plant, or the screens. • Aggregate will then be stockpiled to be loaded out as a finished product. • The property will be mined from North to South. • Slurry wall will be installed as mining commences or shortly after. Export of Aggregates • Trucks will enter the site adhering to all site rules and regulations. • Trucks and visitors will all be required to stop at the scale house on their first arrival, so they can sign the Site -Specific Rules and Truck Safety Protocol if applicable. • Trucks will then proceed to the specific stock pile they are needing to pick up their aggregates. • Once loaded, drivers will return to the scale to get weighed. If the load is over the limits, they will be required to trim the load on site at the designated trimming and tarping area just to the North of the Scale. • Trucks will then exit the site still adhering to all site rules and regulations. They will also be adhering to the approved Transportation Plan. Dust Abatement • All roads inside the property will be monitored during working hours for dust abatement needs There will be a designated employee that stays in a water truck for this purpose e Dust control and road sweeping on Weld County Road 23 going South will occur on an as needed basis Stockpiles o Stockpiles will be no taller than 40 feet o Overburden piles that are staying in place for longer duration will be seeded and maintained Monitoring Wells • Monitoring Wells -will be recorded on a monthly basis erm Maintenance ® Drip systems will be installed to ensure proper vegetation growth • All weeds will be dealt with in a manor adhering to the Weed Control Management Plan Fleet Services Commissioner briefing 1/22/19 Completed tasks, • Review vehicle bids and complete award memos • Decommission surplus vehicles and send to Roller auction © Meet with I T and the S 0 about upfitting vehicles • Update job posting • Meetings with Fort Lupton Fire Department for Fuel usage • Ongoing meeting with Public Works New and ongoing tasks, • Work with Toby on risk management plan for CNG vehicles ® Manage CNG fuel site completion and problems found • Finish and review CNG vehicle spec • Resolve warranty concerns with PECO • Price changes for S 0 upfit and issue P 0 • Meet with HR about employee reviews • Fuel needs at the Johnstown and Mead Fuel Sites, Tank usage A EXHIBIT NW IL- IL - 9075 WCR 10 * Fort Lupton, CO 80621 303-857-1754 Phone www.ncconstructors.com BENNETT PIT ON -SITE TRUCK SAFETY PROTOCOLS Location: NCC Pit 4 — Bennett Mine Hours: 7:00 AM — 4:30 PM • Trucks are not allowed to show up outside of operating hours. O This includes no lining up at entrance gate prior to 7:00 AM on any surrounding County Roads. O Mine site will close at 4:30 PM. Truck Safety On -Site • All truck drivers new to site will need to stop at scale house before being able to go to the load out area. • At the scale house, drivers will need to sign the following: o Site Specific ■ This form outlines all rules and regulations of the mine site itself o Truck Safety Protocol ■ Signing this form will ensure all drivers are aware of site rules and expectations. • Communication through CB radios will be on Channel 4. • All interior roads, including entrance road, will be limited to 9 MPH. • No driver will be allowed to exit his/her truck once beyond the scale house. This will eliminate any driver related incidents while they are on the site. *Spanish version available by request o If a driver MUST exit his/her truck for any reason, driver will do so only after notifying the loader operators and scale house operator This will be allowed only in rare circumstances ® After a truck has been loaded, truck will return directly to the scale house NCC will provide restrooms for drivers at the scale house so drivers will be allowed to exit their trucks there but will still be required to wear all PPE including a hardhat, safety vest, and safety glasses © Trucks are to be trimmed and tarped all before leaving the trim and tarping area and getting onto the East/West entrance road that joins with Weld County Road 24 and 23 ® No Jake Brakes will be allowed on the mine site or when approaching the mine site o No reversing will be allowed on the East/West Entrance road except for rare circumstances Truck Safety Leaving Site O All truck drivers and trucking companies will be made aware of the safety expectations that NCC requires o This includes safe exiting of the site, knowing the approved haul routes(below), and obeying all posted speed limits on the surrounding county roads among others o All trucks are expected to adhere to weight restrictions defined by Weld County Standards o Once a truck is off the NCC site, NCC can no longer be directly responsible for that driver's behavior However, NCC has a Zero Tolerance Policy on this matter If anyone witnesses laws being violated, please report the violation to NCC Personnel The following are applicable ways to report violations o NCC Office (during business hours) (303) 857-1754 o Stacey Churchill (970) 534-0496 o Chris Zadel (970) 539-8328 *Spanish version available by request Defined Haul Route • Exiting the mine site o All trucks exiting the mine site must turn South on CR 23. No trucks will be allowed to leave the site going West on CR 24 or North on CR 23. o Signage stating the above will be posted. WIFEWEINIFir Mrs, PIT ENTRANCE 1141.nal COUNTY ROAD 24 4 0 0 COUNTY ROAD 22 COUNTY ROAD 20 •e .4. LOW • a Trucking Company: Truck Number: Acknowledged and Accepted By: Date: *Spanish version available by request EXHIBIT I Al US '10'"12 NS I ri Irma NW IL. IL - 9075 WCR 10 * Fort Lupton, CO 80621 303-857-1754 Phone www.ncconstruct@rs.com NORTHERN COLORADO CONSTRUCTORS - BENNETT PIT GROUNDWATER MONITORING PLAN N orthern Colorado Constructors (NCC) is the permitted operator for the Bennett Pit in Weld County, Colorado. To ensure that the mining operation does not adversely affect surrounding groundwater levels. NCC has installed groundwater monitoring wells around the perimeter of the mine to measure groundwater levels throughout the mining process. The monitoring wells are placed as shown on the Groundwater Monitoring Plan Map. N CC has been taking groundwater level measurements to determine the historic seasonal groundwater levels around the site. The measurements started on January 12, 2018. Readings have been taken monthly from that date to the present day. NCC will continue to take monthly measurements of the groundwater levels throughout the life of the mine to determine if any adverse impacts may have occurred to groundwater levels adjacent to the mine. N CC will analyze the measurements as they are taken to determine if changes in the groundwater levels adjacent to the mine vary significantly from the historic seasonal levels. They have established trigger values based on seasonal groundwater differences for the areas surrounding the mine. If a trigger value is reached. NCC will notify all potentially affected parties, and investigate the conditions adjacent to the site to determine if an adverse impact has occurred. The trigger values are as follows: • For areas to the northwest of the site as shown on the Groundwater Monitoring Plan Map, a trigger value of plus or minus 1 foot maximum deviation from the historic seasonal groundwater levels will initiate the notification of potentially affected parties, and an investigation of the conditions adjacent to the site. • For areas to the southwest, south, east, and north of the site as shown on the Groundwater Monitoring Plan Map, a trigger value of plus or minus 2 feet maximum deviation from the historic seasonal groundwater levels will initiate the notification of potentially affected parties, and an investigation of the conditions adjacent to the site. If a trigger level is reached NCC will discuss with the parties if they have seen an adverse impact to their groundwater levels as a result of the mining activities and if necessary. will investigate conditions adjacent to the site to verify the adverse impact has occurred. The investigation may include monitoring adjacent property owner wells, installing additional monitoring wells, or other means to verify groundwater level impacts. If during those discussions and investigations it is found that the mining activities have caused an adverse impact to the surrounding groundwater levels, NCC will immediately initiate the design and implementation of measures to mitigate the adverse impacts. Mitigation measures could include installing a perimeter drain around the pit to lower and/or raise groundwater levels, installing recharge ditches/ponds to raise groundwater levels. INS NPim' Snow 11111 IlLs. Northern Colorado Constructors, Inc. 8249 CR 25 Fort Lupton, CO 80621 / Pit #1 SAFETY AND HAZARD AWARENESS FOR VISITORS, CUSTOMERS, AND CONTRACTORS ALL EMPLOYEES, INDEPENDENT CONTRACTORS, SALES REPRESENTATIVES AND VISITORS ARE REQUIRED TO HAVE INITIAL HAZARD TRAINING FOR OUR FACILITIES. THIS TRAINING CONSISTS OF REVIEWING THE REQUIREMENTS AND HAZARD INFORMATION ON THIS SHEET AND ENDORSING IT WITH YOUR ACKNOWLEDGEMENT OF OUR GUIDELINES AND RULES. ANYONE OR ANY COMPANY REPRESENTATIVE WHO WILL ENTER THE MINE PROPERTY ON A REGULAR BASIS WILL ALSO NEED NEW MINER TRAINING AND SUBSEQUENT ANNUAL REFRESHERTRAINING AND BE ABLE TO SHOW THEIR CERTIFICATIONS TO FEDERAL OFFICALS IF NECESSARY. THIS IS A ZERO TOLERANCE POLICY 1. Unauthorized vehicles are not permitted at our mine. You must sign in at the Scale Office each time you enter this site. No one will be able to enter the mine area without being accompanied by an experienced miner. 2. You must obey our posted speed limit signs. The site speed limit is 9 MPH. We are very serious about these speed limits because we don't want to see anyone seriously injured. Be especially aware of pedestrians. 3. While driving keep a minimum of 100' distance between you and other vehicles. Also, be aware that large motorized equipment has "blind spots" and they cannot always see you. Stay clear by at least 75' of trucks, dozers, loaders, and graders. Make eye contact with the operators, signal your intentions and wait for a return signal to proceed instead of assuming anything. Heavy equipment and large trucks have the right of way. 4. Stay in your vehicle as much as possible, but if you have to leave it set your parking brake, put on your hard hat, steel toe boots and safety vest and glasses. These items are referred to as personal protective equipment (PPE). Never leave your vehicle running un-attended. Again, please wear PPE when outside of your vehicle. 5. If on tour, stay with your guide at all times. 6. You must wear your seat belt while driving on the mine site. BUCKLE UP IT IS THE LAW! m 7. Trucks, contractor vehicles, etc... need to have back up alarms on their vehicles. 8. Trucks, contractor vehicles, etc... need to make sure all lights and turn signals are in good working condition. When on the mine site. 9. No riders are allowed in your truck unless there is a secure seat provided for them with seat belts. 10. When you tarp your load do so in the tarping and trimming area North of the scale deck, but out of the way of other trucks. 11. Any injuries or first aid issues are to be reported to the office immediately. Only first aid and CPR trained individuals may perform first aid and CPR. 12. In case of an emergency follow your NCC guide. 13 There is no smoking or open flames within our combustible storage areas, fueling areas, or where combustible materials may be present 14 Stay clear of high walls and live stock piles a minimum of 50' and don't get near the edge of the cliffs or benches Stay off stock piles and other high obstacles 15 Do not hesitate to ask questions of any NCC employee when uncertain of any safety rule or condition 16 Stay on designated walkways and never lean over operating equipment 17 First Aid station is found in the control trailer and scale house MSDS's are located in the control trailer 18 All authorized personnel or contractors must abide by our lock out — tag out procedures Never remove another person's lock 19 Follow the confined space procedure for work in tanks, grizzlies, etc 20 Don't pour hazardous materials onto the ground, water way or streams Read labels and MSDS's of all chemicals 21 Be alert around conveyors Be aware of when they start up Replace or report missing guards and damaged equipment Do not wear loose fitting clothes around moving machinery or equipment 22 Never get near moving machinery, especially crushers, screens, log washers and processing equipment 23 Practice good housekeeping — Clean up your area after you have finished your work 24 Horseplay is not allowed 25 You must abide by all Local, State and Federal regulations 26 Restrooms are located near scale house RELEASE AGREEMENT The undersigned agrees that he/she enters properties owned and/or operated by NCC and it's subsidiaries at his/her own risk and agrees that NCC shall not be held responsible or liable for accidents or injury to himself/herself arising from activity on the properties and to indemnify NCC from and against any and all liability from claim or suit arising from the unsigned activities on the property(s) For Contractors/Vendors The undersigned further acknowledges and accepts NCC safety policies and procedures required performing work at this site or others ANNUAL REFRESHER You must re -read and re-sign this document once a year I have received HAZARD RECOGNITION AND GENERAL SAFETY INSTRUCTIONS TODAY Printed Name Signature Company Name Date Signed Exp Date & Renewal Date Trainer Northern Colorado Constructors, Inc LEGEND 40 dBA 45 dBA 50 dBA 55 dBA 60 dBA 65 dBA 70 dBA 75 dBA • I MEI LEGEND • ell T z� 40 dBA 45 dBA 50 dBA 55 dBA 60 dBA 65 dBA 70 dBA '5 dBA ASPHALT _ ENTRANCE \ 30' WIDE GRAVEL ACCESS ROAD SCALE _, HOUSF NORTH CELL /"seN I DESAFERINI:, , l / c / / /UIiCH (t(P) f % /�/ ,` // !� . �, `� DEWATERINGii / OJQ� / -Ili, • N.N. ` POND h ♦ Y _� - ,/ 1 \ \` DISCHARGE TO▪ .- - SCALi RIVER 1 x. �.II 1 t't .I x:• I INTERIOR HAUL ROAD X,t • 1 i ! AND' CONVEYOR �i `__ \ ! Y: I Q ':' I 1 1',• 1 I \,• . •. ' .-I 1 M t O d , , DISCHARGE TU !,I 1 ;. 4 a tA 1 I RIVER 1 1 1 DEWATERING $ ill 1 1 I POND I It �` I ii lel is -�-- / � _�, __ ____ t - POPTABLE'CONvt "QR SOUTH CELL EXHIBIT LEGEND: EXISTING WEIUWD EXISTING PROPERTY BOUNDARY EXISTING XCEL & KERR McGEE / ANADARKO GAS EXISTING UNITED POWER ELECTRIC EXISTING CENTURYLINK TELEPHONE EXISTING UNITED POWER OVERHEAD ELECTRIC EXISTING EASEMENT MINING LIMIT SLURRY WALL PERMIT BOUNDARY NOTE ALL STOCKPILES WILL HAVE A MAXIMUM HEIGHT OF 40 FEET. SCALE IN FEE Luc a Date Drawn If) tya..yn.a B, cnatkeo ay I' LcaV Sheet SIGN LEGEND: A NO PARKING SIGN ADDRESS* TBD PIT HOURS: 7:0QAM - 4:30PM DRMS PERMIT U: M-2016-085 MSHA MINE ID: TBD WELL PERMIT #: TBD CONTACT: SCALE PHONE /: 303-8574070 NORTHERN COLORADO CONSTRUCTORS WC eamnitzrwitraimtriiz PRONE: AM -07.1754 FAX 103.857.2913 OPEN PIT MINE HEAVY EQUIPMENT IN USE an Mali jai CMta. w Win .lalucna.i W In IF..Itl CMl KS IRS MMi WATCH FOR TRUCKS ADANGER Mine site Authorized access only NO TRESPASSING STOP PERSONAL PROTECTIVE EQUIPMENT REQUIRED BEYOND TNIS POINT et TWS aMOyi.ii if P*OTICILD Si HMO SIgWUMlCc TRESPASSERS WILL BE PROSECUTED HAVE A SAFE DAY!! D ENTRANCE TO PIT SIGN **REMINDER** PIT HOURS: 7:00AM - 4:30PM GATE OPENS 7:00AM ALL TRUCK TRAFFIC EXITING PIT IS REQUIRED TO TURN SOUTH ON CR 23 **NO EXCEPTIONS** OBEY COUNTY ROAD SPEED LIMITS AND REGULATIONS HAVE A SAFE DAY!! B ExITING Pit SIGN **NQ JAKE BRAKES ALLOWED ON -SITE** STOP NAL PROTECTIVE � EQUIPMENT REQUIRED BEYOND THIS POINT SPEED LIMIT ON ALL ROADS = 9MPH SPEED LIMIT 9 BE SAFE!! E NG JAKE. EIRAKt SIGN **CONTINUE FORWARD NO BACKING UP** STOP PERSONAL PROTECTIVE EQUIPMENT REQUIRED BEYOND THIS POINT SPEED LIMIT ON ALL ROADS = 9MPH SPEED LIMIT 9 BE SAFE!! C NO BACK-UP POINT SIGN EVERYONE IS REQUIRED TO CHECK IN AT SCALE HOUSE **NO EXCEPTIONS' STOP PERSONAL PROTECTIVE EQUIPMENREQUIRED T BE FOND THIS POINT SPEED LIMIT ON ALL ROADS = 9MPH SPEED LIMIT 9 BE SAFE!! F SCALE CHECK -IN SIGN Sheet oga w Zcyr y c0 X t; E O g d L) LL a c ' E t ObEari L Z j 8 cn a Bennett Gravel Pit Access Road Signage Plan REVISIONS Northern Colorado Constructors, Inc. M-2016.085 s U Et 12119 WSS TPY JL-Y 11-Sgnagu 2 2 Sheet: 01: eft o fr z O fr JT-BH-23 SEASONAL DEPTH TO GROUNDWATER 22'-4' U -61-I-19 SEASONAL DEPTH TO GROUNDWATER 4'-6' �► rya. . " COUNTY ROADS 2 1/2 y b 2 in (60' RUM! OF WAY / JULY 26. 1887, 81(48, PG 55) xt *- TRIGGER FOR MITIGATION OF IMPACTS TO I ) GROUNDWATER LEVELS TO BE A 1 FT± DEVIATION FROM SEASONAL LEVELS 14'- SOUTH CELL - -0- -- E- -1 - LEGEND: EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING o[— — EXISTING EXISTING MP CONTOURS WETLAND PROPERTY BOUNDARY CAS ELECTRIC TELEPHONE OVERHEAD ELECTRIC EASEMENT MINING UNIT SLURRY WALL PERMIT BOUNDARY 1 Fit TRIGGER AREA 2 FTt TRIGGER AREA NOTE: SEASONAL DEPTHS TO GROUNDWATER FOR THE PERIOD INCLUDING JANUARY 12, 2018 TO PRESENT. JT-BH-14 e 100 'vu MONITORING WELL LOCATION AND DATA 2U;, 500 ,EMI E IN EXHIBIT USR 17-0072 NORTHERN COLORADO CONSTRUCTORS, INC. BENNETT PIT \Pi\a? LOCATED IN THE SW 1/4 OF THE SE 1/4 SECTION 1, AND NORTH 1/2 OF SECTION 12, T2N, R67W OF THE 6TH P.M. WELD COUNTY, COLORADO LEGEND: 485.. —T— —' -- -1-- dEED L XrShNC CONIOURS PROPOSED CONTOURS/BERv EXISTING WETLAND EXISTING PROPERTY BOUNDARY EXISTING XCEL dl KERR MCGEE / ANADARKO GAS EXISTING uNITED POWER ELECTRIC EXISTING CENTURYIINK TELEPHONE EXISTING UNITED POWER OVERHEAD EXISTING EASEMENI PROPERTY LINE FENCE LINE GRAvEL ROAD MINING LIMIT SLURRY WALL STOCK PILE AREA <V0 300 C M C Ma. 4 a, o� 1ps to V a LL M i Q 8 R ai 1 1 J * •_ C — m O off L�- n O e7 Landscape She Plan RE v ISIUNS r U q♦ .8k MIS MI Sired Of Mlcildn ti d.St.? lb'L II 19 1$ WSS ICY WY .,,,.r,. -.rrTe Map. - IL• 1 4 PLANTING SCHEDULE C.oum Common Name Agatha Pine USR 17-0072 NORTHERN COLORADO CONSTRUCTORS, INC. BENNETT PIT u11.4",,aa LOCATED IN THE SW 1/4 OF THE SE 1/4 SECTION 1, AND NORTH 1/2 OF SECTION 12, T2N, R67W OF THE 6TH P.M. WELD COUNTY, COLORADO Botanic NAmo Pants Nga Container Ron,j, kft STAKE SECTION A -A TREE STAKING PLAN VIEW F CRT I+IER PELLETS - PLANTING SuOGRADE ser TYPICAL BERM SECTION S1AKE CONFEROUS TREES IN 3 PLACES. INSTALL eSTAKES OUTSIDE or PLANTING PR W UNOKIURBEO SOIL USE 3 910 TO / 12 CAUGE OALVANZtD GUY WIRE. SLCHTLI TAUT ATTACH 10 r CANVAS STRAPS OR APPROVED EQUAL T HRDUGH METAL CROMMETS TURN BUCKLE SE1 1OP 01 ROOTMA,y 2 ABOVE AO.MC ENT GRADE WOOD MULCH (3- - DEPTH ° 4 DIANE IER) WOOD MULCH NEEDS TO BE LEFT OPEN OR PULLED BACK FROM IHE BASE Of THE TREE TRUNK Uur4 AY BRIG IN TREE ROUGHEN SIDES Ss BOTTOM Of PLANTING PIT PRIOR 10 SETTING 22 R00TBAll _ OAR( TER 1 uNPACTED SUB6NADE PINE TREE PLANTING NOT TO Sf.AI I E • • • r • • v ♦ • w wif laa v •lt 46 MI S III W , AUSTRIAN PINE TREE 4TYPy V IIIII INSTAL. FOR i41 18° DIP DF$INABE CULVERTS . - 80 FT SPACING SE CULVERTS - - 1 AUSTRIAN ANL BERM TYPICAL PLANT PLAN KEY MAP LEGEND; 4835- -_ 483-5 -G— — — —0— - — t — — — —t — — — tx;STING CONTOURS PROPOSED CONTOURS/BERM EXISTING WETLAND EXISTING PROPERTY BOUNDARY EXISTING XCEL & KERR WOES ANADARKO GAS ExIS1ING UNITED POWER ELECTRIC EXISTING CENTURVLINK TELEPHONE OE EXISTING UNITED POWER OVERHEAD EXISTING EASEMENT PROPERTY LINE FENCE LINE GRAVEL ROAD MINING LIMIT SLURRY WALL STOCK PILE AREA 30 W 150 FT it U ad i Wendell Berm DetaHs T -mot, 16116 121.19 nn tN WSS ..lup al by XV •°caal w 'MY I. ti': .lricts Apo Map T -w Shet t CM: 3 4 Hello