proposed goulbourn pit and quarry noise impact study

NOISE IMPACT STUDY - Project: 10351

Proposed Goulbourn Pit and Quarry Noise Impact Study Geographic Township of Goulbourn City of Ottawa

Prepared for:

1394706 Ontario Inc. c/o McIntosh Perry Consulting Engineers Ltd. 115 Walgreen Road, R.R. #3 Carp, Ontario K0A 1L0 Prepared by:

Derek Flake, M.Sc., P.Eng.

Bob Rimrott, M.A.Sc., P.Eng.

December 22, 2015

McIntosh Perry Consulting Engineers Ltd. – Goulbourn Pit and Quarry

Table of Contents

1 Introduction 3

2 Site Description 3

3 Noise Criteria 4

Acoustical Classification .................................................................................. 4

MOECC Sound Level Limits .............................................................................. 4

4 Aggregate Pit and Quarry Operation 4

Hours of Operation ............................................................................................ 5

Site Preparation and Rehabilitation .................................................................. 5

Extraction and Processing & Transport ........................................................... 5

Equipment .......................................................................................................... 6

5 Noise Predictions & Controls 6

Noise Prediction Methodology ......................................................................... 6

Aggregate Pit and Quarry Noise Sources ........................................................ 7

Recommended Noise Controls ......................................................................... 7

Predicted Sound Levels with Controls ........................................................... 10

6 Truck Traffic Noise on Haul Route 11

7 Conclusions 11


1 Introduction McIntosh Perry Consulting Engineers Ltd. (McIntosh Perry) is applying for a Category 2 Class “A” licence to extract below the established groundwater table and a Category 3, Class “A” licence to extract above the water table for the proposed Goulbourn Pit and Quarry located at Part of Lot 11, Concession 10, Geographic Township of Goulbourn, City of Ottawa. The proposed extraction area consists of approximately 56 HA.

Aercoustics Engineering Limited (Aercoustics) has been retained to prepare a Noise Impact Study. The purpose of this study is to provide noise control recommendations in order that the operation within the aggregate pit and quarry will satisfy the Ontario Ministry of the Environment and Climate Change (MOECC) noise guidelines.

Sound level limits for the aggregate quarry and pit noise on the residential receptors were first established. These were based on the noise guidelines of the MOECC. Next, the noise predictions of the aggregate pit and quarry operations were performed at these residential receptors. Where the predicted levels were found to exceed the MOECC sound level limits, noise control measures were recommended to satisfy these limits.

Figure 1 provides a key plan showing the location of the aggregate pit and quarry. A site plan is provided as Figure 2, illustrating the aggregate pit and quarry area and the locations of local residences (receptors).

2 Site Description Figure 1 provides a key plan showing the location of the proposed pit and quarry and the surrounding area. The site is located north of the intersection of Fernbank Road and Munster Road. The site is in a rural area where aggregate extraction, agriculture and residential subdivisions are the dominant land uses.

The proposed aggregate pit and quarry addressed by this noise impact study consists of operations within the lands outlined in Figure 2. These operations include excavation, rock drilling, aggregate haulage/shipping, and processing with a portable processing plant (crushing, screening and washing). An annual tonnage limit of 1,000,000 tonnes is proposed.

There are several existing single family residential dwellings in the vicinity of the proposed quarry area. These are identified on Figure 2 as Receptors R01 to R16. Vacant Lots VL17 and VL18 have been used to identify potential noise receptors on noise sensitive zoned lots adjacent to the proposed site. The location of these receptors have been assigned on the basis of guidance provided in NPC-300 and the applicable municipal zoning by-law. Receptor locations R01 to R16 and VL17 to VL18 are shown in Figure 2.


3 Noise Criteria

Acoustical Classification

The appropriate noise criteria for the receptors in the vicinity of the proposed Goulbourn Pit and Quarry were based on the MOECC Noise Pollution Control publication NPC-300 “Environmental Noise Guideline – Stationary and Transportation Sources – Approval and Planning” (August 2013).

Points of reception R01 to R16 and VL17 are located in an acoustical environment consistent with the Class 2 (Urban) designation as defined by the MOECC Publication NPC-300. In a Class 2 area, the background sound levels during the daytime (07:00 to 19:00) are defined by man-made sources while in the evening and nighttime periods, natural sounds are typically dominant. In this case, the man-made noise sources include road traffic noise on Fernbank Road and typical residential subdivision noises.

Point of reception VL18, which is a potential receptor on a vacant lot, is located in an ambient acoustical environment consistent with the Class 3 (Rural) designation as defined by the MOECC Publication NPC-300. This is reserved for a rural area with a prevailing acoustical environment that is dominated by natural sounds with little or no road traffic.

MOECC Sound Level Limits

The applicable limits for noise from a stationary source at a noise sensitive point of reception (receptor) in a Class 2 (Urban) area and a Class 3 (Rural) area are outlined in Table 1.

Table 1 : Sound Level Limits for Stationary Sources – Hourly LEQ (dBA)

Time of Day Class 2 Area (Urban) Class 3 Area (Rural)

Daytime (07:00 to 19:00) 50* 45*

Evening and Nighttime (19:00 to 07:00) 45* 40*

*or background sound level if higher

The noise from a stationary source should not exceed these limits in any hour. At some points of reception in the vicinity of the proposed pit and quarry, the lowest background sound level may be higher than the exclusion limits listed above due to existing activities and road traffic. For conservatism, the exclusion limits were used.

4 Aggregate Pit and Quarry Operation The site plans outline the phases of extraction along with the sequence and direction of operations in each phase. In general terms, the types of work consist of site preparation and rehabilitation, extraction and processing, and shipment off-site.


Hours of Operation

The proposed hours of operation are from 7:00 a.m. to 7:00 p.m. Monday to Saturday excluding statutory holidays. At no time shall crushing, rock breaking or blasting take place on a Sunday or a statutory Holiday. No shipping or loading is permitted outside the normal hours of operation. Equipment maintenance may take place outside of the normal operating hours. The proposed hours of operation are summarized below in Table 2.

Table 2 : Operating Hours

Time of Day Day of Week Operations

07:00 to 19:00 Monday to Saturday Full Operation – Extraction, Processing, Rock Drilling, Loading & Shipping

Site Preparation and Rehabilitation

Site preparation includes the construction of acoustic barriers and any required visual screens specified on the site plan. Topsoil and overburden will be removed. This work will be done primarily with bulldozers, scrapers, trucks, loaders and excavators. Rehabilitation phases will involve similar equipment in establishing the final grading for the site.

The site preparation and rehabilitation work described above is not part of the daily operation of the quarry and is of short duration. These construction activities are not considered in the noise control analysis. The equipment used for these activities must satisfy the noise emission requirements of the MOECC document NPC-115 “Construction Equipment”. By defining a maximum permissible noise emission for construction equipment rather than directly limiting the noise impact at a sensitive point of reception, the MOECC is recognizing that construction is a temporary and largely unavoidable source of noise.

In order to minimize the noise impact associated with the construction activities, it is suggested that:

Operations should be restricted to the daytime hours. When possible, site preparation should be conducted during the fall, winter, or spring months when there is a reduced level of extraction and when residential windows are more likely to remain closed.

Perimeter berms or fences should be constructed as soon as practical during site preparation so as to provide the surrounding residences with some acoustical shielding for the remaining overburden stripping and extraction operations.

Extraction and Processing & Transport

The maximum annual tonnage to be removed is 1,000,000 tonnes. The proposed pit and quarry will operate with a portable processing plant which follows the working face.


Aggregate will be extracted using two (2) front end loaders at the working face. Material will be transported directly into the primary processing plant. Processed material will be stored in stockpiles in the vicinity of the processing area. Two shipping loaders will be used in the processing area to load highway trucks with finished aggregate product for transport to market.

Equipment

The extraction, processing and shipment equipment operating in the quarry is limited to:

1 Rock Drill

2 Extraction Loaders or 4 Quiet Extraction Loaders

2 Shipment Loaders

1 Processing Plant

40 Highway truck trips/hr (80 passes/hr) – assumed worst case 1 hr volume

5 Noise Predictions & Controls

Noise Prediction Methodology

The aggregate pit and quarry operations described in the previous section were modelled. Noise predictions were conducted based on the predictable worst case noise impact for each of the aggregate pit and quarry operation areas at each of the receptors. This represents a design case where the site is running at full capacity with all of the equipment operating simultaneously and at locations where noise impact is highest for each receptor. The majority of the time, work would be occurring in other areas of the site with lower associated noise impacts.

The noise prediction model was generated using Datakustik’s Noise Prediction Software, CadnaA (Version 4.5). This model is based on established noise prediction methods outlined in the ISO 9613-2 standard entitled “Acoustics – Attenuation of sound during propagation outdoors – Part 2: General method and calculation”.

Noise levels were predicted using existing and proposed topography under conditions of downwind propagation, generally with hard ground modelled in the pit and quarry area and soft ground conditions near the points of reception. Existing foliage surrounding the site was modelled. The pit floor topography was generated using the top of bedrock elevation from measured test pits. Appendix A contains sample stationary source calculations.


The noise impact of the operation was predicted. Where the MOECC sound level limits were calculated to be exceeded, noise control measures were modelled and the noise impact recalculated. This process was repeated until the sound level limits were satisfied.

Aggregate Pit and Quarry Noise Sources

The reference sound pressure levels used for the aggregate equipment are outlined in Table 3. These were based on similar equipment from the Aercoustics database.

Table 3: Reference Sound Pressure Levels of Aggregate Pit and Quarry Equipment

Equipment Reference Sound Pressure Level at 30m

(dBA)

Portable Processing Plant (crushing, screening & washing)

87

Rock Drill 79

Extraction Loader 74

Quiet Extraction Loader 70

Shipment Loader 671

Highway Truck – 25 km/hr 65

1 - The shipment loaders were assumed to operate at a 50 % duty cycle.

Recommended Noise Controls

The recommended noise controls presented in this section have been determined through noise impact predictions to be effective in controlling the noise generated by the aggregate pit and quarry activity, satisfying the MOECC sound level limits. It should be noted that there may be other effective noise controls that could replace or revise some of the recommended controls of this report. Prior to implementing any changes to the noise controls, appropriate studies should be undertaken to demonstrate that the MOECC sound level limits will be satisfied.

Items 12 to 16 in the noise control list below represent the noise controls required only if a dwelling is constructed on the vacant noise sensitive zoned lots to the northeast and the southwest of the proposed quarry property (Receptors VL17 and VL18). These additional noise controls should not be required to be implemented until a dwelling is constructed.

If a dwelling is constructed on a noise sensitive zoned lot, the noise control requirements should be reviewed and revised as required by a qualified acoustical consultant to confirm the assumed location, assumed equipment noise levels, and type of construction of the new dwelling.

As shown on the draft site plans, there is a proposed Farm Site within the extraction boundary modelled in this study. This would not affect the recommended noise controls.


An acoustic barrier is required to be solid, with no gaps or openings, and shall satisfy a minimum area density of 20 kg/m2. A staggered earth berm at the site access point is recommended to ensure an uninterrupted height for the entire length.

Refer to Figures 3 to 7 for requirements at Phases 1 to 3 during various critical lift heights and an illustration of the timing and implementation of noise controls such as acoustic barriers and extraction direction.

The following list presents a comprehensive summary of the recommended noise controls:

General:

1. The hours of operation shall be as described in Table A. There will be no operations on Sundays and Holidays. A response to emergencies is not limited by the hours of operations shown on the site plan.

Table A: Operating Hours

Time of Day Day of Week Operations

07:00 to 19:00 Monday to Saturday Full Operation – Extraction, Processing, Rock Drilling, Loading & Shipping

2. The extraction, processing and shipment equipment operating in the pit and quarry

is limited to:

a. 1 Rock Drill

b. 2 Extraction Loaders or 4 Quiet Extraction Loaders

c. 2 Shipment Loaders

d. 1 Processing Plant

e. 40 Highway truck trips/hr (80 passes/hr)

3. The aggregate pit and quarry equipment shall satisfy the noise emission levels listed in Table B.


Table B: Reference Sound Pressure Levels of Aggregate Pit and Quarry Equipment

Equipment Reference Sound Pressure Level at 30m

(dBA)

Portable Processing Plant (crushing, screening & washing)

87

Rock Drill 79

Extraction Loader 74

Quiet Extraction Loader 70

Shipment Loader 671

Highway Truck – 25 km/hr 65

1 - The shipment loaders were assumed to operate at a 50 % duty cycle.

4. The sound emissions of all construction equipment involved in site preparation and rehabilitation activities shall comply with the sound level limits specified in the MOECC publication NPC-115 “Construction Equipment”.

5. Any proposed changes to the aspects of the extraction and processing operations relating to noise control shall be reviewed by a qualified acoustical consultant for compliance with the relevant noise criteria.

6. During the first lift of quarry extraction operations, the quarry floor shall have an elevation of 130 m a.s.l. or lower and the working face shall have a minimum height of 7 m. During the second lift of quarry extraction operations, the quarry floor shall have an elevation of 121 m a.s.l. or lower and the working face shall have a minimum height of 10 m. During the third lift of quarry extraction operations, the quarry floor shall have an elevation of 112 m a.s.l. or lower and the working face shall have a minimum height of 10 m.

Phase 1:

(No specific restrictions)

Phase 2:

7. Prior to extraction in Phase 2, Berm A shall be installed along the south property line to a height of 6 m and Berm B shall be installed along the west property line of the Phase 3 area to a height of 5 m. Both shall remain for the project lifetime.

8. During the first lift of pit extraction operations, no processing shall occur in the south half of the Phase 2 area, defined by the area within 430 m of the south extraction limit. Also, operations in this area are limited to the use of a single extraction loader or two quiet extraction loaders.

9. Extraction operations in the Phase 2 area shall proceed in a southerly direction with extraction loaders and processing plant within 40 m of the working face.


Phase 3:

10. No processing shall occur in the Phase 3 area, defined by the area within 280 m of the south extraction limit. Also, operations in this area are limited to the use of a single extraction loader or two quiet extraction loaders.

11. During extraction operations in Phase 3, an acoustic barrier with a minimum height of 8 m shall be located between the processing plant equipment and receptors R06 to R16 and be within 40 m of the plant equipment. It could take the form of un-extracted native material, a working face, a stockpile, an acoustic fence, shipping containers, a combination of these, or any other construction satisfying the requirements of an acoustic barrier.

If a dwelling is constructed on the noise sensitive zoned lot immediately west of the site:

12. Prior to extraction, a berm shall be installed along the west property line of the Phase 2 and Phase 3 areas to a height of 9 m and shall remain for the project lifetime.

If a dwelling is constructed on the noise sensitive zoned lot immediately east of the site:

13. Prior to extraction, a berm shall be installed along the east property line of the Phase 1 and Phase 2 areas to a height of 6 m and shall remain for the project lifetime.

14. Extraction operations in the Phase 1 area shall proceed in an easterly direction with extraction loaders within 30 m of the working face. The working face shall have a minimum height of 5 m.

15. During extraction operations in the Phase 1 and Phase 2 areas, no processing shall occur within 300 m of the east extraction limit.

16. During all lifts, an acoustic barrier with a minimum height of 12 m shall be located between the processing plant equipment and receptor VL18 and be within 30 m of the plant equipment. It could take the form of a working face, a stockpile, shipping containers, a combination of these, or any other construction satisfying the requirements of an acoustic barrier.

Predicted Sound Levels with Controls

The predicted worst case noise levels produced by operations within the proposed Goulbourn Pit and Quarry area are summarized in Table 4 below.


Table 4 : Worst Case Predicted Sound Levels and Criteria – Hourly LEQ (dBA)

Point of Reception

Receptor Height (m)

Predicted Sound Levels Extraction, Processing & Shipping (07:00 to 19:00)

Sound Level Limit Predicted Sound Level

R01 1.5 50 46

R02 4.5 50 50

R03 4.5 50 49

R04 1.5 50 49

R05 1.5 50 49

R06 4.5 50 50

R07 4.5 50 50

R08 1.5 50 46

R09 4.5 50 49

R10 4.5 50 48

R11 4.5 50 48

R12 4.5 50 47

R13 4.5 50 46

R14 4.5 50 45

R15 4.5 50 45

R16 4.5 50 48

VL17 4.5 50 50

VL18 4.5 45 45

With the incorporation of the recommended noise controls, the predicted noise impact will satisfy the MOECC sound level limits.

6 Truck Traffic Noise on Haul Route The noise impact of truck traffic on public roadways is not addressed by the MOECC in their noise guidelines. However, the MOECC requires consideration of noise impact in choosing the preferred off-property haul route.

The proposed haul route for this site is to exit at the southwest corner of the property and turn west onto Fernbank Road towards Dwyer Hill Road and then north towards the highway. Existing truck traffic from nearby aggregate or construction sites was observed. It is understood that this is the only feasible option for off-property haul route, therefore it is the preferred haul route in terms of noise.

7 Conclusions Aercoustics has conducted a noise impact study for the proposed Goulbourn Pit and Quarry. The purpose of this noise impact study was to provide noise control recommendations in order that the operation within the pit and quarry will satisfy the Ontario Ministry of the Environment and Climate Change (MOECC) noise guidelines.


Figure 2 provides a site plan outlining the aggregate pit and quarry areas and the locations of local residences (receptors).

To this end, sound level limits, based on the MOECC noise guidelines, were developed. Calculations were then carried out to determine the worst case noise for each of the aggregate pit and quarry operation areas at each of the receptors. Where noise was predicted to exceed the MOECC sound level limits, noise control recommendations and required equivalent source reference sound levels were provided.

Refer to Appendix B for a summary of the qualifications of the authors.

With the implementation of the recommended noise controls, the proposed aggregate pit and quarry operation is predicted to satisfy the MOECC noise guidelines.

The scope of the work outlined in this document is limited to the acoustic, noise and/or vibration

control aspects of the design. Contractor to verify all dimensions

Scale: N.T.S. Drawn: DF Eng: DF Date: 2015.08.11 50 Ronson Drive, Suite 165, Toronto, ON P: 416.249.3361 F: 416.249.3613

Project Name:

Proposed Goulbourn Pit and Quarry

AEL File: 10351

Drawing Title: Key Plan Showing Site Location

Figure 1

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Site Plan Showing Receptor Locations Figure 2

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Noise Impact Predictions

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Quarry Phase 2Figure 6

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McIntosh Perry Consulting Engineers Ltd. – Gouldbourn Pit & Quarry Appendices

Appendix A

Sample Stationary Source Noise Calculations

ISO 9613-2 Sample CalculationPage 1 of 18

Receiver: R01Project: Crain's Construction Ltd. Quarry

Project Number: 10351

Time Period Total (dBA)

Day 41

Receiver Name Receiver ID X Y Z

R01 R01 892457.2 5018236.6 137.3

Source Name Source ID X Y Z Refl. Lw L/A Freq Adiv K0 Agr Abar Aatm Afol Ahous Cmet Dc RL Lr

Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 74.2 0.0 0.4 4.4 5.8 0.0 0.0 0.0 0.0 0.0 40

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 74.8 0.0 0.3 4.5 4.8 0.0 0.0 0.0 0.0 0.0 27

Shipment Loaders D12_Loaders 893880.6 5018039.9 132.5 0 107 0.0 A 74.1 0.0 0.2 4.6 4.3 0.7 0.0 0.0 0.0 0.0 23

Trucks D12_Trucks 893795.7 5017975.4 132.4 0 79 22.7 A 73.7 0.0 0.3 4.5 5.0 0.9 0.0 0.0 0.0 0.0 17





Day 39


R02 R02 892337.0 5018543.0 140.7


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 75.2 0.0 -1.7 6.5 6.3 0.0 0.0 0.0 0.0 0.0 39

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 75.9 0.0 -1.6 6.4 5.3 0.0 0.0 0.0 0.0 0.0 26

Shipment Loaders D12_Loaders 893880.6 5018039.9 132.5 0 107 0.0 A 75.2 0.0 -1.7 6.5 4.6 0.0 0.0 0.0 0.0 0.0 22

Trucks D12_Trucks 893795.7 5017975.4 132.4 0 79 22.7 A 74.9 0.0 -1.8 6.6 5.6 0.0 0.0 0.0 0.0 0.0 16





Day 40


R03 R03 892349.3 5018018.0 140.0


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 74.7 0.0 -1.4 6.2 6.0 0.0 0.0 0.0 0.0 0.0 40

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 75.2 0.0 -1.4 6.2 5.0 0.0 0.0 0.0 0.0 0.0 27


Trucks D12_Trucks 893795.7 5017975.4 132.4 0 79 22.7 A 74.2 0.0 -1.7 6.4 5.2 0.0 0.0 0.0 0.0 0.0 17





Day 47


R04 R04 893783.3 5017350.2 139.2


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 67.9 0.0 -0.6 8.1 3.6 0.0 0.0 0.0 0.0 0.0 46

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 65.6 0.0 -0.4 6.1 2.1 0.0 0.0 0.0 0.0 0.0 38


Trucks D12_Trucks 893792.7 5017973.4 132.4 0 79 22.5 A 66.9 0.0 -0.4 5.3 2.7 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 59.6 0.0 1.6 0.0 1.3 0.0 0.0 0.0 0.0 0.0 30

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 60.0 0.0 1.6 0.0 1.4 0.0 0.0 0.0 0.0 0.0 29

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 60.3 0.0 1.6 0.0 1.4 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 61.9 0.0 1.7 5.1 1.6 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 61.5 0.0 1.7 6.1 1.6 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 61.0 0.0 1.6 7.2 1.5 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 59.4 0.0 1.6 0.0 1.3 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 65.4 0.0 0.2 8.2 2.3 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893876.6 5017638.1 143.0 0 79 7.6 A 60.6 0.0 1.6 6.9 1.4 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893878.3 5017635.0 143.1 0 79 0.9 A 60.5 0.0 1.6 0.0 1.4 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 62.1 0.0 1.7 4.6 1.7 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 66.1 0.0 0.1 6.2 2.5 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 60.5 0.0 1.6 0.0 1.4 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 59.8 0.0 1.6 0.0 1.3 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 59.8 0.0 1.6 0.0 1.3 0.0 0.0 0.0 0.0 0.0 17





Day 47


R05 R05 893859.0 5017411.8 140.7


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 67.1 0.0 -1.0 9.8 3.4 0.0 0.0 0.0 0.0 0.0 46

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 64.2 0.0 -0.4 7.3 1.8 0.0 0.0 0.0 0.0 0.0 39


Trucks D12_Trucks 893789.4 5017971.1 132.4 0 79 22.3 A 66.0 0.0 -0.7 5.6 2.5 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 56.2 0.0 1.5 0.0 0.9 0.0 0.0 0.0 0.0 0.0 34

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 57.0 0.0 1.5 0.0 1.0 0.0 0.0 0.0 0.0 0.0 32

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 57.6 0.0 1.5 0.0 1.1 0.0 0.0 0.0 0.0 0.0 31

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 55.8 0.0 1.5 0.0 0.9 0.0 0.0 0.0 0.0 0.0 30

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 60.0 0.0 1.6 5.1 1.4 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 58.8 0.0 1.6 7.1 1.2 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 59.4 0.0 1.6 6.0 1.3 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893875.5 5017640.0 143.0 0 79 1.2 A 58.2 0.0 1.6 3.6 1.1 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893877.2 5017637.0 143.1 0 79 7.6 A 58.1 0.0 1.6 0.0 1.1 0.0 0.0 0.0 0.0 0.0 25

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 58.3 0.0 1.6 6.6 1.1 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 64.6 0.0 0.0 7.1 2.1 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893870.7 5017648.7 142.9 0 79 7.1 A 58.5 0.0 1.6 7.2 1.2 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 60.4 0.0 1.6 4.6 1.4 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 65.3 0.0 -0.1 5.7 2.3 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 56.6 0.0 1.5 0.0 1.0 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 57.9 0.0 1.5 0.0 1.1 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 56.7 0.0 1.5 0.0 1.0 0.0 0.0 0.0 0.0 0.0 21





Day 48


R06 R06 894088.9 5017572.0 143.9


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 65.2 0.0 -2.3 13.1 2.9 0.0 0.0 0.0 0.0 0.0 46

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 61.0 0.0 -1.5 11.7 1.4 0.0 0.0 0.0 0.0 0.0 39


Trucks D12_Trucks 893779.1 5017964.0 132.4 0 79 21.6 A 65.0 0.0 -2.7 7.8 2.2 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 55.9 0.0 0.4 0.0 0.9 0.0 0.0 0.0 0.0 0.0 35

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 56.8 0.0 0.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 34

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 57.4 0.0 0.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 32

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 55.4 0.0 0.4 0.0 0.8 0.0 0.0 0.0 0.0 0.0 31

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 59.7 0.0 -0.4 6.9 1.3 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 61.0 0.0 -1.7 12.6 1.5 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 59.2 0.0 0.4 7.4 1.2 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 58.5 0.0 0.4 9.2 1.2 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 62.5 0.0 -2.1 9.8 1.7 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893833.0 5017716.9 133.5 0 79 11.8 A 60.4 0.0 -1.4 13.3 1.4 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 61.5 0.0 -1.9 11.5 1.6 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 57.9 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 58.1 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 64.2 0.0 -2.6 8.1 2.1 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 63.2 0.0 -2.3 8.9 1.9 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 63.6 0.0 -2.4 8.5 1.9 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893870.7 5017648.7 142.9 0 79 7.1 A 58.3 0.0 0.4 7.1 1.1 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893836.9 5017709.9 138.5 0 79 9.0 A 60.2 0.0 -1.3 10.2 1.4 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 60.1 0.0 -1.0 7.0 1.4 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 62.9 0.0 -2.2 9.2 1.8 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893804.6 5017768.1 132.4 0 79 9.1 A 61.8 0.0 -1.9 11.0 1.6 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 65.0 0.0 -2.7 7.8 2.2 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 63.9 0.0 -2.5 8.3 2.0 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 56.4 0.0 0.4 0.0 0.9 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 57.8 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893736.3 5017891.6 132.4 0 79 9.8 A 64.6 0.0 -2.6 7.9 2.1 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 56.4 0.0 0.4 0.0 0.9 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893731.7 5017899.9 132.4 0 79 9.8 A 64.7 0.0 -2.6 7.8 2.2 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893875.1 5017640.8 143.0 0 79 -3.0 A 58.0 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 16





Day 48


R07 R07 894148.6 5017600.6 144.4


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 65.3 0.0 -2.2 12.9 2.9 0.0 0.0 0.0 0.0 0.0 46

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 61.2 0.0 -1.4 11.6 1.4 0.0 0.0 0.0 0.0 0.0 39


Trucks D12_Trucks 893776.7 5017962.3 132.4 0 79 21.5 A 65.3 0.0 -2.7 7.7 2.3 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 58.5 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 32

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 59.0 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 31

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 59.4 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 30

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 61.0 0.0 -0.7 6.4 1.5 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 62.0 0.0 -1.7 11.6 1.7 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 63.3 0.0 -2.1 9.0 1.9 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 60.6 0.0 0.4 6.4 1.4 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 60.2 0.0 0.4 8.5 1.4 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 58.1 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893833.0 5017716.9 133.5 0 79 11.8 A 61.5 0.0 -1.5 12.4 1.6 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 62.4 0.0 -1.9 10.6 1.7 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 64.7 0.0 -2.5 7.7 2.2 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 63.9 0.0 -2.3 8.2 2.0 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 59.8 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 25

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 64.2 0.0 -2.4 8.0 2.1 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893872.8 5017645.1 142.9 0 79 5.2 A 59.9 0.0 0.4 6.6 1.3 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893874.3 5017642.3 143.0 0 79 4.6 A 59.9 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893836.9 5017709.9 138.5 0 79 9.0 A 61.4 0.0 -1.4 9.2 1.6 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 61.3 0.0 -1.2 6.6 1.5 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 63.6 0.0 -2.2 8.5 2.0 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 65.5 0.0 -2.7 7.6 2.3 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 64.5 0.0 -2.5 7.9 2.1 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893804.6 5017768.1 132.4 0 79 9.1 A 62.7 0.0 -1.9 10.1 1.8 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 59.7 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 58.7 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893736.3 5017891.6 132.4 0 79 9.8 A 65.1 0.0 -2.6 7.7 2.2 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893731.7 5017899.9 132.4 0 79 9.8 A 65.2 0.0 -2.6 7.6 2.3 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 58.8 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 20





Day 42


R08 R08 894221.9 5017658.3 141.2


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 65.2 0.0 -0.9 13.4 2.9 4.0 0.0 0.0 0.0 0.0 41

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 61.5 0.0 -0.1 11.1 1.4 3.7 0.0 0.0 0.0 0.0 34


Trucks D12_Trucks 893795.0 5017975.0 132.4 0 79 17.4 A 65.5 0.0 -1.0 6.4 2.3 4.2 0.0 0.0 0.0 0.0 18

Trucks D12_Trucks 893761.4 5017951.7 132.4 0 79 14.3 A 65.7 0.0 -1.1 6.3 2.4 2.1 0.0 0.0 0.0 0.0 17

Trucks D12_Trucks 893734.7 5017933.3 132.4 0 79 15.8 A 66.0 0.0 -1.1 6.2 2.4 1.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 61.0 0.0 1.6 0.0 1.5 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 61.3 0.0 1.7 0.0 1.6 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 61.6 0.0 1.7 0.0 1.6 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893786.5 5017801.0 132.4 0 79 13.6 A 64.2 0.0 -0.6 7.6 2.1 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 63.2 0.0 -0.3 9.7 1.9 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893844.1 5017696.9 142.4 0 79 11.8 A 62.6 0.0 0.4 5.2 1.8 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893848.9 5017688.1 142.5 0 79 7.0 A 62.5 0.0 0.7 5.2 1.7 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893854.7 5017677.8 142.5 0 79 10.9 A 62.3 0.0 1.6 4.9 1.7 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 62.0 0.0 1.7 6.7 1.7 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893833.0 5017716.9 133.5 0 79 11.8 A 62.9 0.0 -0.1 10.3 1.8 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 63.5 0.0 -0.4 8.9 1.9 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 60.9 0.0 1.6 0.0 1.5 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 65.4 0.0 -1.0 6.5 2.3 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 64.7 0.0 -0.8 7.0 2.2 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893760.3 5017848.1 132.4 0 79 10.5 A 65.0 0.0 -0.8 6.7 2.2 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 61.8 0.0 1.7 0.0 1.6 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893723.9 5017914.0 132.4 0 79 11.3 A 66.0 0.0 -1.1 6.2 2.4 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893836.9 5017709.9 138.5 0 79 9.0 A 62.8 0.0 0.0 7.4 1.8 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 64.5 0.0 -0.7 7.3 2.1 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 65.1 0.0 -0.9 6.6 2.3 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 62.7 0.0 0.0 5.3 1.8 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 61.7 0.0 1.7 0.0 1.6 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 61.2 0.0 1.6 0.0 1.5 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 61.2 0.0 1.6 0.0 1.5 0.0 0.0 0.0 0.0 0.0 16





Day 47


R09 R09 894076.7 5017483.7 143.5


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 66.5 0.0 -2.2 12.2 3.2 0.0 0.0 0.0 0.0 0.0 45

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 62.9 0.0 -1.5 10.8 1.6 0.0 0.0 0.0 0.0 0.0 38


Trucks D12_Trucks 893780.9 5017965.2 132.4 0 79 21.8 A 66.0 0.0 -2.6 7.5 2.5 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 56.7 0.0 0.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 34

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 57.8 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 33

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 58.5 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 31

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 56.0 0.0 0.4 0.0 0.9 0.0 0.0 0.0 0.0 0.0 30

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 60.9 0.0 0.4 5.8 1.5 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 62.2 0.0 -1.6 12.1 1.7 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893864.0 5017660.9 142.7 0 79 6.9 A 59.8 0.0 0.4 4.2 1.3 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893867.3 5017654.9 142.8 0 79 9.5 A 59.6 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 60.3 0.0 0.4 6.7 1.4 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 63.6 0.0 -2.0 9.2 1.9 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893833.0 5017716.9 133.5 0 79 11.8 A 61.6 0.0 -1.1 13.2 1.6 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 62.6 0.0 -1.7 10.9 1.8 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 59.0 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 59.3 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 65.2 0.0 -2.4 7.6 2.3 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 64.3 0.0 -2.2 8.3 2.1 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 64.6 0.0 -2.3 8.0 2.1 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893870.7 5017648.7 142.9 0 79 7.1 A 59.4 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893836.9 5017709.9 138.5 0 79 9.0 A 61.4 0.0 -0.8 9.3 1.6 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 61.3 0.0 -0.5 6.1 1.5 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 64.0 0.0 -2.1 8.6 2.0 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 65.9 0.0 -2.6 7.5 2.4 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 57.3 0.0 0.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 64.9 0.0 -2.3 7.8 2.2 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 58.9 0.0 0.4 0.0 1.2 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 57.3 0.0 0.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893736.3 5017891.6 132.4 0 79 9.8 A 65.5 0.0 -2.5 7.5 2.3 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893731.7 5017899.9 132.4 0 79 9.8 A 65.7 0.0 -2.5 7.5 2.4 0.0 0.0 0.0 0.0 0.0 15





Day 46


R10 R10 894196.9 5017517.1 143.9


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 66.7 0.0 -2.1 11.9 3.3 0.0 0.0 0.0 0.0 0.0 45

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 63.4 0.0 -1.4 10.7 1.7 0.0 0.0 0.0 0.0 0.0 37


Trucks D12_Trucks 893777.1 5017962.6 132.4 0 79 21.5 A 66.7 0.0 -2.5 7.3 2.6 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 60.3 0.0 0.4 0.0 1.4 0.0 0.0 0.0 0.0 0.0 30

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 60.9 0.0 0.4 0.0 1.5 0.0 0.0 0.0 0.0 0.0 29

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 61.3 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 63.8 0.0 -1.6 11.1 2.0 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 64.9 0.0 -2.0 8.3 2.2 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 62.9 0.0 -0.4 5.9 1.8 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 62.5 0.0 0.5 6.1 1.7 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 62.1 0.0 0.5 8.0 1.7 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 59.9 0.0 0.4 0.0 1.3 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 64.2 0.0 -1.7 9.9 2.1 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 66.2 0.0 -2.3 7.3 2.5 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 65.4 0.0 -2.1 7.7 2.3 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 65.7 0.0 -2.2 7.5 2.4 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 61.7 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 61.8 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 66.8 0.0 -2.4 7.3 2.7 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 65.2 0.0 -2.1 7.9 2.3 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 63.2 0.0 -1.0 6.2 1.9 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 65.9 0.0 -2.3 7.4 2.4 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 61.6 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 60.6 0.0 0.4 0.0 1.4 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 60.7 0.0 0.4 0.0 1.5 0.0 0.0 0.0 0.0 0.0 18





Day 43


R11 R11 894263.4 5017582.1 144.2


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 66.5 0.0 -2.1 12.1 3.2 4.2 0.0 0.0 0.0 0.0 41

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 63.3 0.0 -1.4 10.7 1.7 0.0 0.0 0.0 0.0 0.0 37


Trucks D12_Trucks 893774.3 5017960.6 132.4 0 79 21.3 A 66.8 0.0 -2.5 7.3 2.7 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 61.9 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 29

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 62.3 0.0 0.5 0.0 1.7 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 62.6 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 65.3 0.0 -2.0 7.9 2.3 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 64.4 0.0 -1.6 10.1 2.1 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 63.7 0.0 -0.7 5.8 2.0 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 63.4 0.0 0.5 5.4 1.9 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 63.1 0.0 0.5 7.5 1.9 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 61.6 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 64.7 0.0 -1.8 9.1 2.2 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 66.5 0.0 -2.3 7.3 2.6 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 65.8 0.0 -2.2 7.4 2.4 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 66.1 0.0 -2.2 7.3 2.5 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 62.8 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 67.1 0.0 -2.5 7.3 2.7 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893874.3 5017642.3 143.0 0 79 4.7 A 62.9 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 65.6 0.0 -2.1 7.6 2.4 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 66.3 0.0 -2.3 7.3 2.5 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 63.9 0.0 -1.3 6.2 2.0 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 62.8 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 62.1 0.0 0.5 0.0 1.7 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 62.1 0.0 0.5 0.0 1.7 0.0 0.0 0.0 0.0 0.0 16





Day 45


R12 R12 894234.5 5017437.1 143.1


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 67.9 0.0 -1.9 11.1 3.6 0.0 0.0 0.0 0.0 0.0 44

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 65.1 0.0 -1.3 10.0 2.0 0.0 0.0 0.0 0.0 0.0 36


Trucks D12_Trucks 893777.6 5017962.9 132.4 0 79 21.5 A 67.9 0.0 -2.3 7.2 2.9 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 62.0 0.0 0.5 0.0 1.7 0.0 0.0 0.0 0.0 0.0 28

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 62.5 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0 0.0 27

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 63.0 0.0 0.5 0.0 1.8 0.0 0.0 0.0 0.0 0.0 26

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 66.2 0.0 -1.9 7.9 2.5 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 65.2 0.0 -1.6 10.5 2.3 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 64.4 0.0 -0.1 5.3 2.1 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 64.0 0.0 0.5 5.8 2.0 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893866.0 5017657.2 142.8 0 79 11.2 A 63.7 0.0 0.5 6.7 2.0 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 61.6 0.0 0.5 0.0 1.6 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 65.5 0.0 -1.7 9.4 2.3 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 67.3 0.0 -2.2 7.1 2.8 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 66.7 0.0 -2.0 7.3 2.6 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 66.9 0.0 -2.1 7.2 2.7 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 63.3 0.0 0.5 0.0 1.9 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 63.4 0.0 0.5 0.0 1.9 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 67.9 0.0 -2.3 7.1 2.9 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 64.6 0.0 -0.8 5.8 2.1 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893870.7 5017648.7 142.9 0 79 7.1 A 63.5 0.0 0.5 0.0 1.9 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 63.2 0.0 0.5 0.0 1.9 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 62.3 0.0 0.5 0.0 1.7 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 62.3 0.0 0.5 0.0 1.7 0.0 0.0 0.0 0.0 0.0 16





Day 45


R13 R13 894314.4 5017341.2 143.9


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 69.3 0.0 -1.8 9.7 4.0 0.0 0.0 0.0 0.0 0.0 44

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 67.0 0.0 -1.3 8.8 2.4 0.0 0.0 0.0 0.0 0.0 35


Trucks D12_Trucks 893777.3 5017962.8 132.4 0 79 21.5 A 69.3 0.0 -2.2 7.0 3.4 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 64.4 0.0 0.5 0.0 2.1 0.0 0.0 0.0 0.0 0.0 25

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 64.9 0.0 0.5 0.0 2.2 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 65.2 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 67.9 0.0 -1.8 7.1 2.9 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 66.4 0.0 0.3 4.7 2.5 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 66.1 0.0 0.5 5.0 2.5 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893868.5 5017652.7 142.9 0 79 6.1 A 65.7 0.0 0.5 0.0 2.4 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 64.2 0.0 0.5 0.0 2.1 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 68.8 0.0 -2.1 6.8 3.2 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 65.5 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 65.6 0.0 0.5 0.0 2.4 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893870.7 5017648.7 142.9 0 79 7.1 A 65.6 0.0 0.5 0.0 2.4 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893879.5 5017633.3 143.1 0 79 4.7 A 65.4 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 15





Day 44


R14 R14 894397.6 5017253.7 144.5


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 70.5 0.0 -1.7 8.7 4.4 0.0 0.0 0.0 0.0 0.0 43

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 68.5 0.0 -1.3 7.8 2.7 0.0 0.0 0.0 0.0 0.0 34


Trucks D12_Trucks 893777.0 5017962.6 132.4 0 79 21.5 A 70.5 0.0 -2.1 6.9 3.7 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 66.4 0.0 0.5 0.0 2.5 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 66.7 0.0 0.5 0.0 2.6 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 69.2 0.0 -1.7 6.7 3.3 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 67.0 0.0 0.5 0.0 2.7 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 68.0 0.0 0.5 4.3 3.0 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893868.0 5017653.6 142.8 0 79 7.8 A 67.4 0.0 0.5 0.0 2.8 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 66.1 0.0 0.5 0.0 2.5 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 67.2 0.0 0.5 0.0 2.8 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 67.3 0.0 0.5 0.0 2.8 0.0 0.0 0.0 0.0 0.0 16





Day 43


R15 R15 894387.0 5017801.5 144.5


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 65.9 0.0 -2.3 12.1 3.1 4.5 0.0 0.0 0.0 0.0 42

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 63.8 0.0 -1.6 9.0 1.8 5.9 0.0 0.0 0.0 0.0 33


Trucks D12_Trucks 893764.7 5017954.0 132.4 0 79 20.4 A 67.1 0.0 -2.7 7.5 2.7 6.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 65.3 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 65.4 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 65.5 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 65.3 0.0 0.5 0.0 2.3 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893877.5 5017636.6 143.1 0 79 6.8 A 65.6 0.0 0.5 0.0 2.4 1.2 0.0 0.0 0.0 0.0 16





Day 45


R16 R16 894387.6 5017968.2 144.1


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 65.1 0.0 -2.7 12.3 2.9 3.2 0.0 0.0 0.0 0.0 44

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 64.0 0.0 -2.1 7.5 1.8 6.8 0.0 0.0 0.0 0.0 34


Trucks D12_Trucks 893830.0 5017999.2 132.4 0 79 20.1 A 65.9 0.0 -3.2 13.3 2.4 4.0 0.0 0.0 0.0 0.0 16

Trucks D12_Trucks 893753.5 5017946.3 132.4 0 79 19.2 A 67.1 0.0 -3.3 8.0 2.7 4.9 0.0 0.0 0.0 0.0 18


Receiver: VL17Project: Crain's Construction Ltd. Quarry



Day 50


VL17 VL17 893738.0 5017458.6 143.2


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 66.7 0.0 -2.2 8.2 3.3 0.0 0.0 0.0 0.0 0.0 49

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 64.2 0.0 -2.0 7.1 1.8 0.0 0.0 0.0 0.0 0.0 41


Trucks D12_Trucks 893795.7 5017975.4 132.4 0 79 22.7 A 65.3 0.0 -2.1 7.0 2.3 0.0 0.0 0.0 0.0 0.0 29

Trucks A04_Trucks 893913.2 5017586.2 143.1 0 79 14.0 A 57.7 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 33

Trucks A04_Trucks 893897.4 5017608.2 143.4 0 79 13.4 A 57.8 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 33

Trucks A04_Trucks 893885.7 5017624.5 143.2 0 79 12.7 A 57.9 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 32

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 59.3 0.0 0.4 6.5 1.3 0.0 0.0 0.0 0.0 0.0 24

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 58.9 0.0 0.4 7.7 1.2 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 58.5 0.0 0.4 8.9 1.2 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893922.8 5017572.7 142.7 0 79 9.2 A 57.7 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 29

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 63.4 0.0 -1.1 9.4 1.9 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893876.9 5017637.5 143.0 0 79 8.5 A 58.1 0.0 0.4 9.8 1.1 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893873.5 5017643.8 143.0 0 79 8.0 A 58.2 0.0 0.4 9.6 1.1 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 59.5 0.0 0.4 5.9 1.3 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893870.7 5017648.7 142.9 0 79 7.1 A 58.3 0.0 0.4 9.3 1.1 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 64.2 0.0 -1.5 8.0 2.1 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893879.4 5017633.4 143.1 0 79 4.1 A 58.0 0.0 0.4 6.7 1.1 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893736.3 5017891.6 132.4 0 79 9.8 A 63.7 0.0 -1.3 8.8 2.0 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893731.7 5017899.9 132.4 0 79 9.8 A 63.9 0.0 -1.4 8.6 2.0 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893905.3 5017597.2 143.4 0 79 3.5 A 57.7 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893904.2 5017598.7 143.4 0 79 1.6 A 57.7 0.0 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 21


Receiver: VL18Project: Crain's Construction Ltd. Quarry



Day 57


VL18 VL18 893817.8 5018733.4 149.3


Plant D12_Plant 893888.1 5018045.9 133.5 0 125 0.0 A 67.8 0.0 -2.8 0.0 3.6 0.0 0.0 0.0 0.0 0.0 57

Loader D12_Loader 893955.4 5017858.0 132.5 0 112 0.0 A 70.0 0.0 -3.1 7.9 3.1 0.0 0.0 0.0 0.0 0.0 34


Trucks D12_Trucks 893795.7 5017975.4 132.4 0 79 22.7 A 68.6 0.0 -3.4 0.0 3.1 0.0 0.0 0.0 0.0 0.0 33

Trucks A04_Trucks 893788.6 5017797.1 132.4 0 79 15.0 A 70.4 0.0 -3.6 0.0 3.7 0.0 0.0 0.0 0.0 0.0 23

Trucks A04_Trucks 893745.9 5017874.1 132.4 0 79 13.6 A 69.7 0.0 -3.5 0.0 3.5 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893820.9 5017738.8 132.4 0 79 14.0 A 71.0 0.0 -3.6 0.0 3.9 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893723.2 5017915.3 132.4 0 79 12.2 A 69.3 0.0 -3.5 0.0 3.4 0.0 0.0 0.0 0.0 0.0 22

Trucks A04_Trucks 893762.0 5017845.1 132.4 0 79 12.6 A 70.0 0.0 -3.5 0.0 3.6 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893771.1 5017828.6 132.4 0 79 12.6 A 70.1 0.0 -3.6 0.0 3.6 0.0 0.0 0.0 0.0 0.0 21

Trucks A04_Trucks 893845.3 5017694.7 142.4 0 79 13.0 A 71.3 0.0 -3.5 0.0 4.0 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893810.6 5017757.4 132.4 0 79 12.1 A 70.8 0.0 -3.6 0.0 3.8 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893754.6 5017858.6 132.4 0 79 11.1 A 69.9 0.0 -3.5 0.0 3.5 0.0 0.0 0.0 0.0 0.0 20

Trucks A04_Trucks 893883.7 5017627.4 143.2 0 79 10.6 A 71.9 0.0 -2.2 0.0 4.3 0.0 0.0 0.0 0.0 0.0 15

Trucks A04_Trucks 893833.0 5017716.9 133.5 0 79 11.8 A 71.1 0.0 -3.6 0.0 4.0 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893855.5 5017676.2 142.5 0 79 12.0 A 71.5 0.0 -3.2 0.0 4.1 0.0 0.0 0.0 0.0 0.0 18

Trucks A04_Trucks 893731.7 5017899.9 132.4 0 79 9.8 A 69.5 0.0 -3.5 0.0 3.4 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893778.2 5017815.9 132.4 0 79 10.5 A 70.3 0.0 -3.6 0.0 3.7 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893736.3 5017891.6 132.4 0 79 9.8 A 69.5 0.0 -3.5 0.0 3.4 0.0 0.0 0.0 0.0 0.0 19

Trucks A04_Trucks 893866.2 5017657.0 142.8 0 79 11.4 A 71.6 0.0 -2.9 0.0 4.2 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893804.6 5017768.1 132.4 0 79 9.1 A 70.7 0.0 -3.6 0.0 3.8 0.0 0.0 0.0 0.0 0.0 17

Trucks A04_Trucks 893797.9 5017780.2 132.4 0 79 8.4 A 70.6 0.0 -3.6 0.0 3.8 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893836.9 5017709.9 138.5 0 79 9.0 A 71.2 0.0 -3.6 0.0 4.0 0.0 0.0 0.0 0.0 0.0 16

Trucks A04_Trucks 893838.7 5017706.5 142.4 0 79 8.3 A 71.2 0.0 -3.5 0.0 4.0 0.0 0.0 0.0 0.0 0.0 15


Sound Power Data

Source ID 63 125 250 500 1000 2000 4000 8000 A Lin

Portable Processing Plant

128 127 122 119 120 119 115 108 125 133

Rock Drill 116 119 107 110 112 111 107 101 117 122

Extraction Loader 116 114 110 106 109 100 97 97 111 120

Quiet Extraction Loader

118 113 106 102 101 100 91 93 107 120

Shipment Loader 118 113 106 102 101 100 91 93 107 120

Highway Truck 106 100 98 100 100 96 88 78 103 111


Appendix B

Qualifications of the Authors

derek flake M.Sc., P.Eng.

Profile

Derek is an employee of Aercoustics Engineering Limited, an engineering consulting company specializing in acoustics, noise and vibration. Prior to that, he worked for several years at another acoustics, noise and vibration firm and he completed a Master of Science in the field of ultrasound transducer design. Derek is a Professional Engineer with the Professional Engineers Ontario.

Employment History

2012 – Present Project Engineer, Aercoustics Engineering Ltd.

2009 – 2012 Engineering Intern, Jade Acoustics Incorporated

Additional Activities / Committees

2014 – Present Member of Training and Development Committee at the Ontario Sand, Stone and Gravel Association (OSSGA)

Professional Registration / Affiliations

Licensed Professional Engineer with the Professional Engineers of Ontario (PEO)

Education

Master of Science (M.Sc.) Medical Biophysics (Ultrasound Physics) University of Toronto

Bachelor of Applied Science (B.A.Sc.) Engineering Physics (Mechanical) Queen’s University

Courses and Speaking Events

Instructor, Municipal Law Enforcement Officers’ Association (MLEOA) Environmental Noise training courses. This is an annual four-day training program which provides the officers with an understanding of sound measurement and its relationship with

Derek Flake M.Sc., P.Eng. Page 2

environmental noise impact. The officer is trained in the utilization of technical equipment required in the application of sound measurement theories. This course also covers the unique elements of qualitative noise regulations and is authorized by the Ministry of the Environment and Climate Change.

1-day course on “Aggregates 101 Training,” OSSGA Health and Safety Seminar, Toronto, 2015. Mr. Flake both attended and aided in the development for parts of the course.

Speaker, “The New NPC-300 Noise Guideline: What does it mean for your noise by-law?” MLEOA Annual General Meeting, Kingston, 2014.

Professional Activities

Land Use Planning

In the field of environmental acoustics, Mr. Flake has completed numerous projects involving noise impact from planned stationary sources as well as noise impact studies for proposed residential developments. These projects included conducting studies for proposed operations and developments and addressing noise concerns for existing operations. Peer reviews of noise studies prepared by other acoustic consultants were also completed by Mr. Flake. In the land use planning process, Mr. Flake has completed studies which provide assessments of the noise impact on proposed residential, commercial and industrial developments from the local environment which includes noise from road, rail, and aircraft traffic and stationary noise sources such as industrial and commercial uses. Also, vibration measurements and studies were conducted to assess vibration from rail traffic such as trains, streetcars and subways. The studies include recommendations for noise control of the sources, dwelling building components, wall, window, and door constructions to satisfy the Ministry of Environment and Climate Change noise guidelines.

In addition, Mr. Flake has conducted architectural drawing reviews for residential and commercial developments to ensure the construction plans will meet the requirements set out in environmental noise studies and specifications documents.

Aggregates

Mr. Flake has done work in the aggregates industry which involved the preparation and support of over a dozen noise impact studies to determine technical feasibility of aggregate license applications to the Ministry of Natural Resources. This work included preparing the noise impact studies, supporting the findings at public meetings, and performing acoustic audits to confirm compliance with the noise requirements.

Renewable Energy

Mr. Flake has performed IEC 61400 testing of Wind Turbines and Transformer Station noise audits.

Derek Flake M.Sc., P.Eng. Page 3

Environmental Compliance Approvals

Mr. Flake was involved with in several noise and vibration impact studies for industrial uses. He has prepared several Acoustic Assessment Reports for use in applications for Environmental Compliance Approvals. These studies provided conceptual as well as detailed designs of noise mitigation to reduce in-plant noise or noise emission into the environment. In-plant projects generally involved noise surveys, detailed noise/vibration measurements of equipment, data analysis and computer modelling of noise controls to evaluate effectiveness. In some cases, detailed designs and specifications have been provided.

Noise Source Investigations and Room Acoustics

Mr. Flake has completed several projects involving design of spaces where sound privacy and room acoustics were critical. These projects have included noise complaint investigation, room acoustics, mechanical noise, noise measurements to quantify sound isolation, and environmental noise impact. Examples of spaces include cinemas, hospitals and residential condominiums.

PROFESSIONAL PROFILE

H. ROBERT RIMROTT, M.A.Sc., P.Eng.

EDUCATION

B.A.Sc., University of Toronto

M.A.Sc., University of Toronto

PROFESSIONAL MEMBERSHIPS

Professional Engineer, Ontario (PEO)

Consulting Engineer, Ontario (PEO)

Acoustical Society of America (ASA)

American Society of Mechanical Engineers (ASME)

PROFESSIONAL BACKGROUND

In 1987, Mr. Rimrott began his work as an acoustics and vibration consultant. In his many years in this field, he has completed many successful projects. In 1992, he joined Aercoustics Engineering Limited. He is a partner and principal engineer with the firm. Mr. Rimrott is recognized as an expert by the Ministry of Environment and Energy and has provided expert testimony in the forum of the Ontario Municipal Board Hearings.

In the field of environmental acoustics, Mr. Rimrott has completed numerous projects involving noise from planned stationary sources as well as noise studies for residential developments. These projects included conducting studies for both proposed operations and developments, studies addressing noise concerns for existing operations, and peer review of noise studies conducted by other acoustic consultants. Projects have included Industrial plants, Aggregate Pits and Quarries, and many other operations.

In the land use planning process Mr. Rimrott has completed studies provide assessments of the noise on the proposed residential development from the local environment which includes noise from road, rail, and aircraft traffic and stationary noise sources such as industries, and gun clubs. The studies include recommendations on noise control of the sources, dwelling building components, wall, window, and door constructions to satisfy the Ministry of Environment and Energy noise guidelines.

Bob Rimrott M.A.Sc., P.Eng. Page 2

Partial Listing of Representative Projects

PITS AND QUARRIES INDUSTRIAL

Dufferin Aggregates, many Pits Coutrice Steel

Wimpey, Nolan Quarry Co Steel Lasco

Truax Pit Georga Pacific Flakeboard

United Aggregates, Acton quarry Boise Cascade Oriented Strand Board Plant

Cox Construction, Puslinch Pit Boise Cascade Co-Generation Station

Beamish Construction, Moore Business Forms

Coboconk Quarry Metal Coating

Alcan Foil Products

INCO

Alcan Rolled Products

Townsend Lumber

BLAST / IMPULSE NOISES

Quarry Blasting Noise

Meaford Artillery Range

Walker Dog Kennel

Pioneer Sportsmen Club

proposed goulbourn pit and quarry noise impact study

Documents