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REPORT NO. WA15-017 DETAILED ENVIRONMENTAL NOISE STUDY EAST QUARRY ALDERSHOT QUARRIES CITY OF BURLINGTON SUBMITTED TO: MERIDAN BRICK CANADA Ltd. 5155 DUNDAS STREET, PO BOX 248 BURLINGTON ONTARIO, L7R 3Y2 PREPARED BY:

HAZEM GIDAMY, M.Eng., P.Eng. PRINCIPAL

BRENT MILLER, B.Eng., E.I.T. ACOUSTICS ANALYST

ASAD RIZWAN

PROJECT MANAGER December 22, 2017

SS WILSON ASSOCIATESConsulting Engineers

SS Wilson Associates Consulting Engineers WA15-017 1

REPORT NO. WA15-017

DETAILED ENVIRONMENTAL NOISE STUDY EAST QUARRY ALDERSHOT QUARRIES CITY OF BURLINGTON

INDEX PAGE

1.0 INTRODUCTION 2

2.0 SUMMARY AND RECOMMENDATIONS 5

3.0 SOUND LEVEL CRITERIA 7

4.0 ANALYSIS 11

TABLES

FIGURES

APPENDIX A: ANALYSIS DETAILS – STATIONARY SOURCES

APPENDIX B: SAMPLE CALCULATIONS


1.0 INTRODUCTION

1.1 The services of SS Wilson Associates (SSWA) were retained by Meridian Brick

Canada Ltd. previously Hanson Brick Ltd. To undertake an Environmental Noise Study to study the potential noise impact due to the proposed extraction of shale from the East Quarry, being part of the Aldershot Quarries. It is the objective of this proposed study to evaluate the potential environmental noise generated by the above described operations, their impact on the existing near-by noise-sensitive land uses, and to recommend appropriate noise control measures; if deemed necessary, in accordance with the applicable governmental sound level criteria.

While the primary noise source associated with this phase of the existing and approved quarry is the shale extraction process including all mobile equipment, our updated noise assessment also addresses construction noise in a comprehensive manner. For the purposes of this study, “Construction Noise” (which is assessed differently than the shale extraction and removal operations), is defined to include noise generated due to a variety of activities on the quarry site, including: Cutting, removal and processing of trees, removal of (includes grubbing of roots, etc.), and removal of the overburden to reach the most suitable aggregate strata. At this time the potential for noise emissions due to rehabilitation of the site was expected to be negligible and therefore were not addressed.

1.2 In 1996 and 1998, the services of SS Wilson Associates were retained by Jannock

Properties to prepare Feasibility and Detailed Noise Control Studies for the then, proposed residential development referred to as Tyandaga-West located on Part of Lots 4 and 12, R.P. 99 in the City of Burlington, Ontario. One of the important sources of noise that was considered in the referenced studies is the licensed Aldershot quarry in the area known as Area “C” (otherwise known as the East Quarry) that would be active in 10-25 years based on the 1990’s report(s) estimates. In the course of planning approvals of the existing residential subdivision along the west-side of Westhaven Drive, Burlington, the City of Burlington specifically requested that the developer of the then proposed residential subdivision, Jannock Properties, take into consideration all necessary design and implementation of any required noise control measures for the shale extraction purpose as specified by SSWA, subject to approval by the City. In the course of the planning and development process, SSWA previously prepared


two noise studies “Noise Control Feasibility Study Report No. W95-025 dated April 23, 1996”, (reviewed by the MOECC (then MOEE) in October 1996) which was then followed by the preparation of a “Detailed Noise Control Study Report No. W95-025 dated October 22, 1998”. The 1998 Detailed Noise Study concluded the following:

The unattenuated daytime sound levels at the residential units along the north-west side of the then proposed subdivision would exceed the recommended objective sound level due to the future quarry operations. For these units, outdoor noise control measures were required along with relevant warning clauses.

Although the projected sound levels were predicted to be above the then applicable sound level criteria, SSWA confirmed that it was feasible to control sound levels for outdoor and indoor areas of the proposed development to meet the applicable criteria. It was then recommend that final approval and registration be given with appropriate implementation conditions.

The significance of the future quarry sound levels diminishes as one progresses towards the west, and away from Westhaven Drive.

The 1998 study specifically recommended the following noise control measures as summarized herein:

Construction of an acoustical berm barrier within the East Quarry, to protect Lots 19 to 29 and Blocks 8 to 11, of heights, material, and extent as specified in the study1.

The application of government recommended warning clauses to be registered on title, and included in all Development Agreements and Offers of Sale and Purchase or Lease of all lots and blocks within the subject site: "The purchaser/tenants acknowledge the presence of a future extractive industrial land use to the west and that extraction may take place during the daytime only."

Other implementation procedures as specified in the study.

1.3 The subject site “East Quarry” is bounded by the following land uses:

- to the north by conservation lands - to the south by Ontario Hydro lands, the North Service Road and the

QEW/Highway 403 interchange - to the east by an existing residential neighbourhood - to the west by Ontario Hydro lands, and further by “Centre Quarry” - part of

Aldershot Quarries and owned by the proponent

Figure 1 illustrates a key plan of the subject site.

1 The acoustical berm was built on Quarry property, closer to the noise sources where it is more efficient in noise reduction


1.4 Major features of the development are defined by the Existing Features Plan - Drawing - 1 of 5, the Centre & East Site Operational Plan – Drawing 3 of 5, and the Centre & East Site Rehabilitation Plan – Drawing 5 of 5, all dated July 2010, prepared by LongEnvironmental Consultants Inc.

Figures 2 and 3 illustrate the existing and future rehabilitated state of the East Quarry, respectively.

1.5 All Sound level calculations were based on the use of the ISO 9613-2 sound level prediction model developed by SSWA which is recognized and accepted by the MOECC. The current sound level calculations are also based on the use of the ISO 9613-2 prediction procedures implemented within the 3D noise prediction software package used for this study which is capable of generating detailed sound level contours in addition to receptor specific sound level results. The recent 3D version of the noise prediction model is recognized and approved for use in noise reports by the MOECC.

1.6 The details of the assessment presented in this study are based on typical work

cases for construction and shale extraction operations. These cases are considered as typical worst case scenarios due to distance, operational times of the various operational equipment, directivity of the sound sources, exposure and barrier attenuation. Therefore, this study should be regarded as a conservative assessment for the benefit of public protection against the potential environmental noise due to the proposed quarry operations but also covering the unregulated construction related activities.


2.0 SUMMARY AND RECOMMENDATIONS

2.1 SUMMARY

1. The voluntary assessment of construction noise for the tree removal activities indicated that there are no predicted exceedances2 of the recommended best management practices criteria at any point during the life cycle of the East Quarry.

2. The voluntary assessment of construction noise for the earth excavation indicated that during Stage 2 there will be exceedance2. Accordingly, to ensure that the best management practice limit was met the east berm is required to be extended for the whole east property line at a constant height of at least 5m.

3. The shale operations are predicted to achieve the applicable sound level criteria.

Accordingly, no additional noise control measures need be considered. It is worth noting that the regulated shale extraction operations would be in compliance with the strictest sound level criteria of the MOECC (the exclusion limits) without the extension of the east berm.

4. With the application of the recommended noise control measures, it is our opinion that initiation of the quarry operations in the East Quarry, which have been previously approved by the Ministry of Natural Resources & Forestry for shale extraction will result in acceptable sound levels at the closest community that are at or below the recommended sound level criteria.

5. The previously approved and existing noise control measures within the

residential development along Westhaven Drive are complimentary and were envisaged in the early stages of the development of the residential neighbourhood to account for the East Quarry.

2.2 RECOMMENDATIONS

1. Tree Removal - Construction Noise Control Measures The following are our recommendations:

i) The operation of any equipment associated with tree removal and other associated activities shall comply with the applicable requirements in the City of Burlington noise control By-law, in regards to hourly timing of operation.

ii) Tree cutting operations should preferably be undertaken during the winter 2 The SSWA imposed best management practice level of 60 dBA


months3 when windows and doors within the existing houses are usually closed, and the use of the outdoor areas is practically limited or non-existent.

iii) All equipment engines shall be fitted with mufflers that are acoustically effective and in good working condition.

2. Earth Excavation – Construction Noise Control measures

Notwithstanding the fact that in general the MOECC exempts site preparation such as removal of topsoil and overburden from the stationary source noise guidelines, the following noise control recommendations are made as best management practices:

i) The eastern berm shall be extended to cover the full east property line of the East Quarry at a constant height of at least 5m. This will be undertaken during Stage 2’s tree clearing and earth excavation phase.

ii) The operation of any equipment shall comply with the applicable requirements in the City of Burlington noise control By-law, in regards to timing of operation.

iii) Such operations should preferably be undertaken during the winter months3

when windows and doors within the existing houses are usually closed, and the use of the outdoor areas is practically limited or non-existent.

iv) All equipment engines shall be fitted with mufflers that are acoustically effective and in good working condition.

3. Shale Extraction - Noise Control Measures

In view of the predicted sound levels, with the existing east perimeter berm and the substantial intervening foliage, there is no need for additional noise controls for the shale extraction operations. However, the extended eastern berm will remain once constructed to provide additional noise shielding in that area. The detailed noise assessments conducted in 1998 as well as the current updated study confirmed the fact that the existing berm is adequate for the existing and future control of the shale extraction operations. The additional protection provided from the east berm extension is not required for the Stage 2 shale extraction operations to be in compliance with the applicable noise regulations.

3 Winter months may include late fall and early spring as well. i.e. not strictly December 21st – March 20th but generally days less desirable for recreational outdoor activities


3.0 SOUND LEVEL CRITERIA

3.1 CRITERIA FOR STATIONARY NOISE SOURCES

The shale extraction operations of the quarry are classified as Stationary Sources of Noise as defined by the Ontario Ministry of the Environment and Climate Change (MOECC). The assessment procedures and criteria are therefore based on the applicable MOECC criteria. Note that the area surrounding the East quarry is considered to be a Class 2 (equivalent to a semi-rural area), with human (industrial/transportation) dominant sounds during the day, and nature-dominant sounds during the night. The following criteria apply to the impact of Stationary Sources of noise as defined by the MOECC to include industrial and commercial facilities. The criteria equally apply to, firstly the impact of Stationary Sources external to the quarry on the subdivision or, secondly to the impact of any proposed Stationary Sources internal to the quarry on the subdivision itself or on to other existing noise-sensitive land uses external to the development. The criteria used in this study are based on the objective sound levels recommended by the Ministry of the Environment and Climate Change (Ref.: MOECC Publication NPC-300 “Environmental Noise Guideline, Noise Assessment Criteria for Stationary Sources and for Land Use Planning, 2013) and other relevant publications. For sound from a stationary source, including Quasi-Steady Impulsive Sound but not including other impulsive sound, the predicted and/or measured “predictable worst case” 1-hour equivalent sound levels (LA eq1hr) of the stationary source(s) at a point of reception is the higher of the applicable exclusion limit value (given in the following tables) or the background sound level for that point of reception. The outdoor sound level limits for stationary sources apply only to daytime and evening (07:00 – 23:00 hours).

Exclusion4 Limit Values of One-Hour Equivalent

Sound Level (LAeq, dBA) Outdoor Points of Reception

4 or the minimum hourly background (ambient) sound level LAeq1hr, whichever is higher

Time of Day Class 1 Area Class 2 Area Class 3 Area Class 4 Area

07:00 – 19:00 50 50 45 55

19:00 – 23:00 50 45 40 55


Exclusion Limit Values of One-Hour Equivalent Sound Level (LAeq, dBA) Plane of Window of Noise Sensitive Spaces

3.2 CONSTRUCTION NOISE CRITERIA

3.2.1 Ontario Ministry of the Environment and Climate Change (MOECC)

For the purposes of this study, “Construction Noise” (which is assessed differently than the shale extraction and removal operations), is defined to include noise generated due to a variety of activities on the quarry site specifically related to: cutting, removal and processing of trees, removal of topsoil (includes grubbing of roots, etc.), and removal of the overburden to reach the most suitable aggregate strata, as defined under the authority of the Occupational Health and Safety Act, or the Environmental Protection Act.

Note that the shale extraction work is covered under a different Act: The Aggregate Resources Act.

At the present time, the MOECC does not have specific acceptable sound level criteria for construction noise at either the point-of-reception or at the property line of a construction site. The only quantitative guidelines available from the MOECC are contained in Publications NPC-115 "Construction Equipment" and NPC-118 "Motorized Conveyances" contained in the Model Municipal Noise Control By-Law (MOE, August 1978). While these publications set sound emission standards for various items of new construction equipment (according to the date of manufacture of the equipment), the use of these publications has been extended by the MOECC to also apply to construction equipment used in connection with new projects subject to the MOECC approval under the provisions of the Ontario Environmental Assessment Act or the Environmental Protection Act. Other MOECC qualitative guidelines for the control of construction noise could be found in the Model Municipal Noise Control By-Law under the General Prohibitions section and the Prohibitions by Time and Place section where general provisions deal with equipment that may be used on a construction site. These qualitative guidelines were previously offered by the MOECC to the municipalities for adoption as municipal by-laws under the authority of the Environmental Protection Act. Recently, the Act was altered such that these provisions can only be adopted by municipalities as local by-laws under the Municipal Act.

Time of Day Class 1 Area Class 2 Area Class 3 Area Class 4 Area

07:00 – 19:00 50 50 45 60

19:00 – 23:00 50 50 40 60

23:00 – 07:00 45 45 40 55


3.2.2 Federal Government The Federal Government has prepared safety test standards which apply to truck

noise. The governing criteria apply to new trucks as outlined in their publication titled "Section 1106-Noise Emission Test for Motor Vehicles" and the relevant "Consolidated Regulations of Canada, 1978 amended by SOP-179-115, September 1, 1979: Section 1106".

Typical trucks maximum sound emission level is 83 dBA at 15m for a vehicle gross

weight of over 4500 kg. It is generally expected that existing trucks continue to meet the Federal Government standards in order to meet the provincial guidelines requiring the use of effective exhaust or intake muffling devices in good working order and in constant operation.

3.2.3 General Acoustical Guidelines

The generally accepted MOECC objective in new residential areas is Leq 55 dBA

and the maximum acceptable limit is Leq 60 dBA (the Leq is based on the energy average of all sources sound levels over a period of 16 hours; i.e. during the daytime from 07:00 to 23:00). It must be pointed out, however, that the MOECC's acceptable range of Leq (16h) 55 to 60 dBA applies to continued exposure to sources of noise that operate daily for indefinite periods of times. On the other hand, construction noise is regarded as a necessary function that may create noise as a by-product for limited or specific periods of time, after which such noise will stop. Due to the temporary nature of construction noise the public, in general, can tolerate moderately higher sound levels compared to permanent sound sources having the same sound level. There is information in the literature to support this notion especially when one examines the construction noise standards set by other non-Canadian regulatory bodies.

For example, the U.S. Department of Housing and Urban Development (HUD) has

prepared directions regarding acceptable noise levels at construction site boundaries, as follows based on 8 hours in 24 hours:

Unacceptable: Exceeds Leq (8h) 75 dBA.

or Exceeds Leq (1h) 80 dBA.

Normally unacceptable: Exceeds Leq (8h) 65 dBA. or There are loud repetitive sounds.

Normally acceptable: Does not exceed Leq (8h) 65 dBA.

Acceptable: Does not exceed Leq (1h) 45 dBA.


Based on the above data it is our opinion that the voluntary objective for construction sound levels at the points-of-reception should attempt to achieve Leq (8h) of 60 dBA or lower and that the maximum levels should not exceed an Lmax of 65 dBA, or the existing ambient sound levels if higher.

3.2.4 City of Burlington Noise By-Law

Recommendations are also being made so that the construction operations comply with the city of Burlington Noise Control By-law No.19-2003 and in particular, Schedule 2 (Item # 8.), which prohibits the operation of any construction equipment in connection with construction from 9:00pm – 7:00 am (9:00pm Saturday – 12:00 noon Sundays).

3.2.5 Specific Recommendations Using SSWA Best Management Practices

Perhaps the most effective method for reducing the impact of the construction related noise is to recommend that all construction operations including: cutting, removal and processing of trees, removal of topsoil (includes grubbing of roots, etc.), and removal of the overburden to reach the most suitable aggregate strata, be undertaken during the cold weather season where windows are mostly closed with minimum or no outdoor activities within the dwellings located immediately east of the subject site.


4.0 ANALYSIS

4.1 PREDICTIONS OF THE SOUND LEVELS

This section provides detailed information on the procedures, facts related to the proposed operations, sound level predictions, assumptions, etc. in order to address both specific categories of operations; construction operations and shale extraction operations. For the purposes of this study, there are several common factors related to both types of operations; construction and extraction, including: the points of reception, ambient sound levels, and sound level prediction model.

1. Points of Reception

Figure 4 illustrates the outline of the existing East Quarry area and the residential dwellings to the east.

For the purposes of investigating the potential noise due to the quarry, we have selected 7 receptor locations (R1, R2, R3…) which are considered the worst case due to their proximity and exposure to the area and work faces to be extracted. For each receptor, the assessment was carried out at the second storey façade of the receptor dwellings (at a relative height of 5.0m above the ground), as this is the worst case location on the given properties due to decreased ground attenuation.

The selected receptors are marked on Figures 11 through 22.

2. Ambient Sound Levels

The immediate area surrounding the subject quarry is predominantly conservation land use with residences in the immediate area east of the subject site.

The primary source of ambient noise in the area is due to vehicular traffic on the QEW / Highway 403 and the North Service Road which are located approximately 650 m south of the closest lot. In 1998, ambient predictions were done for the residential site and showed the sound level due to the Highway at the southern residences to show hourly sound levels in excess of Leq 50 dBA, and the predicted levels at the northern lots, which are closest to the quarry, were anticipated to be below 50 dBA. For the current study, ambient noise has not been re-calculated and the


conservative approach of using the exclusion limits from section 3.1 has been utilized (primarily Leq 1(h) 50 dBA during the daytime).

3. Prediction Model

All stationary source noise analysis was done using the industry standard 3-D computer software package CadnaA V4.5. The modeling algorithms within CadnaA follows the ISO Standard 9613-2: Acoustics – Attenuation of Sound during Propagation Outdoors. Site generated sound levels from the relevant noise sources were calculated for selected receptors as described by the noise descriptor, Leq (1-hour). This modeling program takes into account: Reference sound levels and reference distances for the equipment working

in each area of the subject development, i.e. sound emission levels. The Cartesian co-ordinates (x, y & z) of all sources and receivers. The number of events or occurrences of the noise in a given time period

and the time period of each event. Spherical divergence factor. Sound reflection from building facades and sound barriers. Additional attenuation due to sound barriers; natural or man-made types. Additional attenuation due to ground (as modified by sources/receiver

elevations, the presence of intervening barriers and the type of ground). Atmospheric attenuation due to air molecular absorption. Additional details regarding the sound level prediction calculations, including source reference sound levels and operation assumptions, are included in Appendix A.

4. Staging Plans The recent information received from Meridian and the study team indicate that the proposed quarry operations will be staged over the 25 year operational life of the quarry into three (3) distinct stages and 6 sub-stages which include specific sequences of operations, locations, equipment operations, etc. The staging plans are discussed in detail for both construction operations and the shale extraction operations in the sections to follow.

4.2 CONSTRUCTION OPERATIONS

This section addresses the final construction operations plans following extensive consultations with the proponent and the consulting team respecting the planned sequence of operations, the proposed staging of the excavation and the details related to the construction operations. The MOECC exempts noise emissions due to site preparation prior to shale extraction operations. The following operations are therefore exempt from any noise criteria.


The following summarizes the operations that will be carried out as part of "construction" and will be subject to the applicable sound level criteria during construction:

Removal of the existing trees from the subject site. Stripping of the natural earth covering or overburden using a scraper and

bulldozer working in tandem. Construction of the visual/sound attenuating perimeter /berm. Site rehabilitation work.

Figures 10 illustrates the overall staging of the quarry site from the beginning of operation throughout the roughly 25 year lifecycle, the details of each stage labeled Stages 1, 2, and 3 (site rehabilitation is already included in the noise assessment since part of the construction operations will also involve the rehabilitation of earlier stages). The following paragraphs provide a brief overview of the referenced three stages. The information to follow for the three stages has been used for the noise modeling based on the existing topography, thus a high degree of precision has been employed in the noise predictions as sound propagation largely depends on the relative location of the equipment of concern to the noise mitigation barriers and ultimately the receptors. The sound levels used in the prediction model were obtained either by on site sound level measurements of the various equipment to be used, or, for more common sources such as loading truck movements and idling, reference was made to the SS Wilson sound level library. Throughout the following sections reference is made to “earth excavation”. This process is the removal of topsoil and overburden to expose the shale for excavation. The earth excavation is a construction activity, as it pertains to preparing the site for its future use and is separate from the ultimate shale extraction operations of the quarry. 1. Tree Removal (All Stages):

Prior to earth excavation from each sub-stage of the East Quarry, the trees of that sub-stage must be removed. Each Stage is comprised of largely forested area. The noise created from the removal of trees has also been assessed using similar worst case modeling scenarios as described for the earth removal. The following are the parameters used to create the tree removal model: Prior to any earth, or shale extraction within a given sub-stage all the trees within that sub-stage will be removed. The following tree removal equipment and operational steps have been used for the purposes of this study:


First, a Feller Buncher is used to remove each of the trees, and place them in an orderly pile.

Next, a skidder truck picks up a group of felled trees and brings them to the nearby location of the “Rotochopper” wood-Chipper.

The trees are fed into the wood-chipper by the skidder truck, and the resulting wood chips are piled nearby.

A front end loader then loads the woodchips into Loading/Dump Trucks, which ultimately remove the woodchips from the site or used in the rehabilitation of previous Stages including the Centre Quarry.

The following is summary of the technical information used in the proposed tree removal operations analysis:

The feller buncher, skidder truck, and wood chipper all operate for a period of 30 min/hr

The Front End Loader operates 45 min/hr around the wood chip piles A single loading truck per hour is expected, which idles on site for 4 min/hr,

and drives on site at 10 km/h The dominant noise source of all pieces of equipment was assumed to be

at a relative height of 3m Assumed length of work area: 20 m Assumed width of work area: 20 m

There was a 5 dB penalty added to the wood cutting sound power level due to the tonal aspect of the noise source. There was also a 3 dB penalty added to the Feller Buncher sound power level to take into account the cutting operations, as only pass-by and equipment arm movement operations were measured on site.

The assumed relative locations of the noise sources within a typical tree removal work area is shown in Figure 5.

For each stage the predicted construction noise from tree removal was lower than that of the predicted construction noise level from earth removal at the most vulnerable receptors for that particular stage. Furthermore, the removal of trees from Stage 2 is compliant with the best management limit of 60 dBA without the inclusion of the extended noise mitigation berm required for Stage 2’s earth removal. This berm would only be constructed after the removal of the trees, so it is important to note that the conformance in this case is based on the existing conditions of the Site. The results of the tree removal noise model are presented in Figures 11, 13, and 15 for stages 1, 2 and 3 respectively. Table 2 shows a summary of the predicted sound levels for both operational cases, at the worst-case receptors, and based on the worst case scenario; i.e., with all equipment operating simultaneously.


Tree Removal - Noise Control Measures The following are our recommendations:

i) The operation of any equipment associated with tree removal and other associated activities shall comply with the applicable requirements in the City of Burlington noise control By-law, in regards to timing of operation.

ii) Tree cutting operations should preferably be undertaken during the winter months when windows and doors within the existing houses are usually closed, and the use of the outdoor areas is practically limited or non-existent.

iii) All equipment engines shall be fitted with mufflers that are acoustically effective and in good working condition.

2. Earth Excavation Stage 1:

Stage 1 is located in the south-west section of the East Quarry, directly north of the connection to the Centre Quarry through the hydro corridor. This stage is clearly shown in Figures 10 (A through C) and 12. This stage of the East Quarry has the lowest elevations in the central section closer to the quarry entrance. Excavation of the earth will take place with the use of 4 scrapers working in the following cycle:

Earth Excavation from Stage 1 in tandem with a bulldozer Traveling from the East Quarry to the Centre Quarry Depositing the earth excavated into the Centre Quarry for rehabilitation Traveling from the Centre Quarry to the East Quarry to repeat the cycle

As the bulldozer can only assist one scraper at a time, Meridian will coordinate the movements of the scrapers such that the scrapers rotate through the four steps as equally distributed as possible. The excavation of the earth will be predominantly done from east to west as access to the entrance of the east Quarry is towards the east of Stage 1. The factors resulting in the predicted sound levels to follow are the substantial distance setback to the receptors (250m at the closest point), the presence of significant tree coverage within the setback (including those left in Stages 2 and 3), and to a lesser extent by the existing 5m berm to the north (with limited acoustic effectiveness due to the geometric relationship for this stage only). The predicted sound levels to follow are based on the worst case operations to take place in Stage 1, since the construction equipment will be located on the existing ground levels. As the earth excavation process progresses further, the lower equipment heights created by the lowered topography will result in progressively lower and lower sound levels as the operation progresses. It is to be noted that as seen in Figure 12 in ‘Navy Blue’ the modeled excavation area is the easterly most portion of Stage 1. This portion of the Stage is closest to the receptors and the highest sound levels for this Stage can be expected in


this area. The modeled results of this construction noise in the worst case expected location for this stage resulted in a maximum predicted Leq sound level of 49 dBA occurring at Receptor R2. Other receptors had maximum levels as low as 46 dBA. It is worth noting that not only does this meet the construction activity noise best management limit of 60 dBA but is also under the MOECC exclusion limit of 50 dBA which is applicable to only the shale extraction activities. Therefore during the earth excavation operations of Stage 1 the sound levels are predicted to be well under the imposed limit of 60 dBA. The results of the noise model for each Stage’s worst case earth excavation are shown in Table 3.

3. Earth Excavation Stage 2: Stage 2 is located in the south-east and central sections of the East Quarry, directly north of the connection to the Centre Quarry through the hydro corridor. This stage is clearly shown in Figures 10 (A through C) and 14. This portion of the East Quarry presently slopes down from the peak elevation towards the project. During excavation of the west half of Stage 2 the 5m berm extension will be built. Excavation of the earth will take place with the use of 4 scrapers working in the following cycle:

Earth excavation from Stage 2 in tandem with a bulldozer Traveling from the East Quarry to the Centre Quarry – Two routes will be

used for this process as progress is made in the Centre Quarry rehabilitation.

Depositing the earth excavated into the Centre Quarry for rehabilitation Traveling from the Centre Quarry to the East Quarry to repeat the cycle

As the bulldozer can only assist one scraper at a time, Meridian will coordinate the movements of the scrapers such that the scrapers rotate through the four steps as equally distributed as possible. The excavation of the earth will be done from east to west. The factors resulting in the predicted sound levels to follow are the distance setback to the receptors (110m at the closest point), the presence of tree coverage within the setback (including those left in Stage 3), and to a lesser extent by the existing 5m berm to the north. The predicted sound levels to follow are based on the worst case operations to take place in Stage 2, since the construction equipment will be located on the existing ground levels. As the earth excavation process progresses further, the lower equipment heights created by the lowered topography will result in progressively lower and lower sound levels as the operation progresses. It is to be noted that as seen in Figure 14 in ‘Navy Blue’ the modeled excavation


area is the easterly most portion of Stage 2. This portion of the Stage is closest to the receptors and the highest sound levels for this Stage can be expected in this area. The modeled results of this construction noise in the worst case expected location for this stage resulted in a maximum predicted Leq sound level of 60 dBA occurring at Receptors R4 and R5. Other receptors had maximum levels as low as 46 dBA. Therefore during the earth excavation operations of Stage 2 the sound levels are predicted to not exceed the imposed limit of 60 dBA with the inclusion of the east berm extension.

4. Earth Excavation Stage 3:

Stage 3 is located in the north-east section of the East Quarry. This stage is clearly shown in Figures 10 (A through C) and 16. This portion of the East Quarry slopes down from the peak elevation in the north. Excavation of the earth will take place with the use of 4 scrapers working in the following cycle:

Earth excavation from Stage 3 in tandem with a bulldozer Traveling from Stage 3 East Quarry to Stage I also in the East Quarry Depositing the earth excavated into Stage I for rehabilitation Traveling from Stage 1 to Stage 3 within the East Quarry to repeat the

cycle

As the bulldozer can only assist one scraper at a time, Meridian will coordinate the movements of the scrapers such that the scrapers rotate through the four steps as equally distributed as possible. The excavation of the earth will be predominantly done from west to east. The factors resulting in the predicted sound levels to follow are the distance setback to the receptors (50m at the closest point), the presence of tree coverage within the setback, and most significantly by the existing 5m berm along the majority of the north and east boundaries of this stage. The predicted sound levels to follow are based on the worst case operations to take place in Stage 3, since the construction equipment will be located on the existing ground levels. As the earth excavation process progresses further, the lower equipment heights created by the lowered topography will result in progressively lower and lower sound levels as the operation progresses. It is to be noted that as seen in Figure 16 in ‘Navy Blue’ the modeled excavated area is the easterly most portion of Stage 3. This portion of the Stage is closest to the receptors and the highest sound levels for this Stage can be expected in this area. The modeled results of this construction noise in the worst case expected location for this stage resulted in a maximum predicted Leq sound level of 60 dBA occurring at Receptor R2. Other receptors had maximum levels as low as 51


dBA. Therefore during the earth excavation operations of Stage 3 the sound levels are predicted to not exceed the imposed limit of 60 dBA.

5. Removal of Topsoil/Overburden – Noise Control measures Notwithstanding the fact that in general the MOECC exempts site preparation such as removal of topsoil and overburden from the stationary source noise guidelines, the following noise control recommendations are made as best management practices:

i) The eastern berm shall be extended to cover the full east property line of the East Quarry at a constant height of at least 5m.

ii) The operation of any equipment shall comply with the applicable requirements in the City of Burlington noise control By-law, in regards to timing of operation.

iii) Such operations should preferably be undertaken during the cold weather months when windows and doors within the existing houses are usually closed, and the use of the outdoor areas is practically limited or non-existent.

iv) All equipment engines shall be fitted with mufflers that are acoustically effective and in good working condition.

4.3 SHALE EXTRACTION OPERATIONS

1. Shale Material Extraction

With the removal of the top soil and overburden, the shale is now exposed and ready for the extraction operations approximately 4 meters below grade.5 Due to the topography of this site extraction may occur in 2 or 3 lifts depending on the grade elevations. The shale material will be stored in stock piles on-site generally in the vicinity of the toe of the work face. The proponent advises that material extracted from this site will be shipped off-site via trucks to the brick plants where all processing occurs.

There are 2 possible alternatives for the extraction of the shale material from the proposed pit with the use of either: A hydraulic excavation backhoe or, a bulldozer as the primary equipment for the extraction process itself

5 The detailed shale extraction calculations presented herein are based on an overburden depth of 2m, where shale extraction would begin. Should the extraction be lower than 2m; the recent estimate is that the overburden will be about 4m thick, this will result in lower sound levels during initial shale extraction.


The use of a hydraulic excavation backhoe for extraction will be very limited to certain faces close to the extraction limit perimeters while the use of the bulldozer is the favored approach by the proponent at this time. Note that when modeling the subject site, extraction using a bulldozer has been chosen for the purposes of this study. It should be noted that the use of a bulldozer for modeling the sound levels for the whole site is more conservative as the sound levels emitted by bulldozers are higher than backhoes.

The basic operation using the bulldozer method is to extract the shale material using a bulldozer, while a front end loader is used for management of the stock piles and loading the haulage trucks. The trucks then transport the shale off site for processing elsewhere.

The following are the assumed operational steps in the shale extraction process: Firstly, the bulldozer creates grooves in the ground using ripping teeth which

rip the ground at 1.8 m to 2.1 m spacing while moving up on the sloped work face until the workface is ripped.

After weathering of the turned ground takes place for a period of time, the bulldozer then pushes the ripped shale downward along the sloped face to create a linear stock pile along the base of the face as shown schematically in Figures 7 through 9.

The front end loader (which is located at the base of the slope) takes care of creating additional stock-piles elsewhere on site where required, overall management of the stock piles and for loading the haulage trucks.

It should be noted that the bulldozer and the front end loader were assumed to work simultaneously at different locations for the full 60 minutes in any 1 hour during peak operations of the quarry (It should also be noted that the brick plant noise is insignificant as it is located away from the extraction area).

Two stockpile areas will be located within the site; one close to the toe face and one close to the front end loader. Trucks will enter the site from the entrance on the south-west section of the property and proceed to the stockpile areas.

The projected number of trucks entering and leaving the site in any one hour is 2 each hauling 3 loads per hour. Roughly 4 minutes will be required to load trucks at the site. The maximum speed of the vehicles within the site will be up to 20 km/hr. The following is summary of the technical information of the proposed shale extraction operations:

Face slope is 4:1 Approximate lift height is 20 m (1 or 2 decks will be used depending on the

grade elevations) Bulldozer speed 3 km/hr


Rip spacing 2.1 m apart The dominant noise source of all pieces of equipment were assumed to be

at a relative height of 3m Calculated length of the work face 82 m ± Calculated width of the work face 39 m ± Work face ground elevations: varies based on a 4:1 slope Front end loader works approx. 36 min/hr around the stock piles Bulldozer operates 60 min/hr on the work face Front end loader works approximately 24 min/hr loading the haulage trucks.

The assumed relative locations of the noise sources within a typical shale extraction work area is shown in Figure 6. Figures 7 through 9 provide a visualization of the modeled shale extraction operations including conceptual work cells, and a cross section of the operations.

2. Potential Sources of Noise

The components of the stationary source defined by the MOECC for this project include mobile sources and operations, some of which continually change their location every few seconds, minutes, days, every few weeks/months depending on the phasing of the site operations. Therefore, this operation is somewhat complex in nature and modelling of the noise events include a thorough knowledge of the operations and the ability to model these noise events at various locations and stages of the site operation process. The site operations for the stationary sources assessment as per the MOECC include the following activities in sequence:

The ripping and excavation of the shale material. Transporting of the shale internally within the site from the pit face or active

face to the storage stock pile, or loading areas. Haulage truck movements within the site which include movements and

idling.

The sound levels used in the prediction model were obtained either by on site sound level measurements of the various equipment to be used, or, for more common sources such as loading truck movements and idling, reference was made to the SS Wilson sound level library. Figure 4 shows the Noise Prediction Model Context plan.

3. Predicted Sound Levels

Figures 17 through 22 show the six typical work cases for shale extraction operations that were used for assessment purposes. These cases are


considered as typical worst case scenarios due to distance, exposure and barrier attenuation.

Each case took into effect a 4:1 slope for shale extraction, starting 2m below the existing grade, to account for the earth excavation. The existing berm along the northern section of the eastern property line of the subject site as well as the intervening trees between the subject site boundary and the residential properties to the east have been taken into consideration. Furthermore, for Stages 2 and 3 the extension of the east property line noise reduction berm has been accounted for in the worst case instances of each Stage.

In all operational cases, and at all selected receptors, the sound level from the shale extraction operation is predicted to be at or below the applicable criterion of Leq (1hour) 50 dBA.

With the introduction of the grade differences between the plateaus of the extracted shale (lifts) and the surrounding land uses, a significant reduction can be expected i.e., with increasing quarry depth, the sound levels will be further attenuated.

Table 1 shows a summary of the predicted sound levels for each operational cases, at the worst-case receptors, and based on the worst case scenario; i.e., with all equipment operating simultaneously. A Sample Calculation is presented in Appendix B.

4. Impact Assessment

The criteria for indoor Leq sound levels are based on projected Leq levels at the outside 2nd storey level at the face of the dwellings with appropriate assumptions for the differences between the outdoor and indoor sound levels. If the outside Leq levels do not exceed the recommended objective sound levels, then the indoor Leq levels will not be exceeded, assuming standard building construction and openable windows.

Overall daytime sound levels at the dwelling facades are shown in Table 1.

In consideration of the predicted sound levels presented in Table 1 it is concluded that the shale operations will be at or below the applicable sound level criteria for all Stages and operational conditions found within the East Quarry over the full lifecycle. As far as the significance of the predicted sound levels due to the quarry extraction and the initial construction phase is concerned, the predicted sound levels due to the quarry extraction are in compliance with the applicable strictest sound level criteria of the MOECC.


5. Recommendations – Noise Control Measures In view of the predicted sound levels, with the existing east perimeter berm and the substantial intervening foliage, there is no need for additional noise controls for the shale extraction operations. However, the extended eastern berm will remain once constructed to provide additional noise shielding in that area. The detailed noise assessments conducted in 1998 as well as the current updated study confirmed the fact that the existing berm is adequate for the existing and future control of the shale extraction operations. The additional protection provided from the east berm extension is not required for the Stage 2 shale extraction operations to be in compliance with the applicable noise regulations.

TABLES

TABLE 1

SHALE EXTRACTION PREDICTED OVERALL HIGHEST HOUR Leq, dBA

Operation Case

Worst Case Receptor

Sound Level Limit

Predicted Sound Level

Compliance with MOECC

and MNR Sound Level

Limit?

Case 1

R1 50 dBA 48 dBA Yes

Case 2

R2 50 dBA 48 dBA

Yes

Case 3

R1 50 dBA 44 dBA

Yes

Case 4

R1 50 dBA 48 dBA

Yes

Case 5

R4 50 dBA 41 dBA

Yes

Case 6

R4 50dBA 40 dBA

Yes

TABLE 2

CONSTRUCTION / TREE REMOVAL FROM SUBJECT SITE BY STAGE PREDICTED OVERALL HIGHEST HOUR Leq, dBA

Operation Case

Worst Case Receptor

Recommended Best

Management Sound Level

Criteria


Compliance with Best

Management Criteria?

Case 1


Case 2

R4 60 dBA 58 dBA

Yes

Case 3

R2 60 dBA 59 dBA

Yes

TABLE 3 CONSTRUCTION / EARTH EXCAVATION FROM SUBJECT SITE BY STAGE

PREDICTED OVERALL HIGHEST HOUR Leq, dBA

Operation Case

Worst Case Receptor

Recommended Best

Management Sound Level

Criteria


Compliance with Best

Management Criteria?

Case 1


Case 2

R4/R5 60 dBA 60 dBA

Yes

Case 3

R2 60 dBA 60 dBA

Yes

FIGURES

FIGURE 1 Key Plan

Project North

TRUE NORTH

Subject Site

FIGURE 2 Existing Features Plan

FIGURE 3 Future Rehabilitation Plan – Centre and East Quarry

FIGURE 4 Noise Prediction Model Context Plan

FIGURE 5

Sources - Construction / Tree Removal Operations

FIGURE 6 Sources- Shale Extraction Operations

STOCK PILE

NOISE BERM

BULLDOZER RIPPING THEN PUSHING

FRONT END LOADER AT STOCK PILE

HAULAGE TRUCK AT STOCK PILE

NOISE PROTECTION

PROPERTY LINE BERM

TO RECEPTORS

STOCK PILE

NOISE BERM

RIPPING

FIGURE 7 Conceptual Plan View of a Work Cell

Aggregate Extraction

FIGURE 8 Conceptual Section of a Work Cell

Shale Extraction

STOCK PILE

EAST PERIMETER NOISE BERM

EXISTING QUARRY PLATEAU

LOWER LIMIT OF EXTRACTION

EAST-WEST WORK FACE IS SHOWN

FIGURE 9 Typical & Conceptual Section through an East–West Work Face

FIGURE 10 A EAST QUARRY STAGING PLAN

PART 1

FIGURE 10 B EAST QUARRY STAGING PLAN

PART 2

FIGURE 10 C EAST QUARRY STAGING PLAN

PART 3

FIGURE 11 STAGE 1 – TREE REMOVAL NOISE CONTOURS

FIGURE 12 STAGE 1 – EARTH EXCAVATION NOISE CONTOURS

FIGURE 13

STAGE 2 – TREE REMOVAL NOISE CONTOURS

FIGURE 15

STAGE 3 – TREE REMOVAL NOISE CONTOURS

FIGURE 17

Case 1 - Shale Extraction Operations

FIGURE 18 Case 2 - Shale Extraction Operations

FIGURE 21

Case 5 – Shale Extraction Operations

Extended East Berm Included

FIGURE 22

Case 6 - Shale Extraction Operations

Extended East Berm Included

APPENDIX A ANALYSIS DETAILS

STATIONARY SOURCES

Name M. ID Result. PWL Lw / Li Correction Sound Reduction Attenuation Operating Time K0 Freq. Direct. Height Coordinates

Day Evening Night Type Value norm. Day Evening Night R Area Day Special Night X Y Z

(dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (m²) (min) (min) (min) (dB) (Hz) (m) (m) (m) (m)

Truck Idling ~ !0C0009!Truck_Idle 94.3 94.3 94.3 Lw Tr_Idle 0.0 0.0 0.0 48.00 0.00 0.00 0.0 (none) 4.00 r 17593037.99 4799222.95 182.04

Truck Idling ~ !0C0009!Truck_Idle 94.3 94.3 94.3 Lw Tr_Idle 0.0 0.0 0.0 48.00 0.00 0.00 0.0 (none) 4.00 r 17593171.32 4799106.33 173.74

Feller Buncher !0C0101!_FB 120.7 120.7 120.7 Lw L11_FB_Op30 3.0 3.0 3.0 30.00 0.00 0.00 0.0 (none) 3.00 r 17592959.20 4799133.52 181.16

Skidder !0C0101!_Sk 105.4 105.4 105.4 Lw L14_Sk_Op 0.0 0.0 0.0 30.00 0.00 0.00 0.0 (none) 3.00 r 17592963.78 4799129.67 181.14

Wood Chipper !0C0101!_WChip 115.4 115.4 115.4 Lw L15_WCh_op 0.0 0.0 0.0 30.00 0.00 0.00 0.0 (none) 3.00 r 17592956.56 4799125.04 182.00

Truck Idle !0C0101!_TruckIdle 94.3 94.3 94.3 Lw Tr_Idle 0.0 0.0 0.0 4.00 0.00 0.00 0.0 (none) 3.00 r 17592954.05 4799122.29 182.00

Front End Loader !0C0101!_FEL 110.3 110.3 110.3 Lw L7_BDZR 0.0 0.0 0.0 45.00 0.00 0.00 0.0 (none) 3.00 r 17592955.33 4799123.83 182.00

Feller Buncher ~ !0C0100!_FB 120.7 120.7 120.7 Lw L11_FB_Op30 3.0 3.0 3.0 30.00 0.00 0.00 0.0 (none) 3.00 r 17593086.46 4799293.83 183.67

Skidder ~ !0C0100!_Sk 105.4 105.4 105.4 Lw L14_Sk_Op 0.0 0.0 0.0 30.00 0.00 0.00 0.0 (none) 3.00 r 17593091.04 4799289.98 183.43

Wood Chipper ~ !0C0100!_WChip 120.4 120.4 120.4 Lw L15_WCh_op 5.0 5.0 5.0 30.00 0.00 0.00 0.0 (none) 3.00 r 17593083.83 4799285.35 183.29

Truck Idle ~ !0C0100!_TruckIdle 94.3 94.3 94.3 Lw Tr_Idle 0.0 0.0 0.0 4.00 0.00 0.00 0.0 (none) 3.00 r 17593081.31 4799282.60 183.17

Front End Loader ~ !0C0100!_FEL 110.3 110.3 110.3 Lw L7_BDZR 0.0 0.0 0.0 45.00 0.00 0.00 0.0 (none) 3.00 r 17593082.59 4799284.14 183.24

Name M. ID Result. PWL Result. PWL' Lw / Li Correction Sound Reduction Attenuation Operating Time K0 Freq. Direct. Moving Pt. Src

Day Evening Night Day Evening Night Type Value norm. Day Evening Night R Area Day Special Night Number Speed

(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (m²) (min) (min) (min) (dB) (Hz) Day Evening Night (km/h)

Downhill Plowing ~ !0C0000!LS_DHPlow 96.0 -4.0 -4.0 76.7 -23.3 -23.3 PWL-Pt L3_BDZR 0.0 0.0 0.0 0.0 (none) 1.0 0.0 0.0 3.0

Bulldozer Ripping Uphill ~ !0C0000!LS_BLZRRU 96.0 -4.0 -4.0 76.7 -23.3 -23.3 PWL-Pt L3_BDZR 0.0 0.0 0.0 0.0 (none) 1.0 0.0 0.0 3.0



































~ !0C0009!Truck Movement 100.0 -10.8 -10.8 71.1 -39.7 -39.7 PWL-Pt Tr_Moving 0.0 0.0 0.0 0.0 (none) 12.0 0.0 0.0 20.0

~ !0C0009!Truck Movement 92.5 -18.3 -18.3 71.1 -39.7 -39.7 PWL-Pt Tr_Moving 0.0 0.0 0.0 0.0 (none) 12.0 0.0 0.0 20.0

~ !0C0006!Front End Loade 110.4 -8.4 -8.4 94.3 -24.4 -24.4 PWL-Pt L7_BDZR 0.0 0.0 0.0 0.0 (none) 75.0 0.0 0.0 3.0








Truck Movement !0C0101!TrMvmt 74.4 -28.6 -28.6 66.3 -36.7 -36.7 PWL-Pt Tr_Moving 0.0 0.0 0.0 0.0 (none) 2.0 0.0 0.0 10.0

Truck Movement ~ !0C0100!TrMvmt 74.2 -28.8 -28.8 66.3 -36.7 -36.7 PWL-Pt Tr_Moving 0.0 0.0 0.0 0.0 (none) 2.0 0.0 0.0 10.0

Name ID Type Oktave Spectrum (dB) Source

Weight. 31.5 63 125 250 500 1000 2000 4000 8000 A lin

Truck Movement - Movement Tr_Moving Lw (c) 31.5 31.5 31.5 31.5 106.5 31.5 31.5 31.5 31.5 103.3 106.5 SSWA Library

Truck Movement - Ideling Tr_Idle Lw (c) 25.5 25.5 25.5 25.5 97.5 25.5 25.5 25.5 25.5 94.3 97.5 SSWA Library

Bulldozer Idling L1_BDZR Lw (c) 100.5 100.5 97.5 89.5 92.5 93.5 90.5 84.5 76.5 97.2 105.4 Site Measurements

Bulldozer Downhill Ripping L2_BDZR Lw (c) 109.5 107.5 112.5 109.5 111.5 110.5 107.5 101.5 93.5 114.6 118.7 Site Measurements

Bulldozer Uphill Ripping L3_BDZR Lw (c) 106.5 106.5 112.5 105.5 107.5 106.5 105.5 99.5 93.5 111.5 116.5 Site Measurements

Bulldozer Plowing Downhill L4_BDZR Lw (c) 103.5 106.5 113.5 108.5 110.5 108.5 105.5 100.5 93.5 113.1 117.7 Site Measurements

Bulldozer Plowing Uphill L5_BDZR Lw (c) 105.5 107.5 114.5 110.5 111.5 112.5 108.5 103.5 99.5 116.0 119.6 Site Measurements

Front End Loader Idling L6_BDZR Lw (c) 106.5 103.5 99.5 93.5 94.5 93.5 90.5 83.5 74.5 97.8 109.3 Site Measurements

Front End Loader Passby L7_BDZR Lw (c) 98.0 105.0 108.0 105.0 105.0 107.0 104.0 95.0 86.0 110.3 113.8 Site Measurements

Feller Buncher Passby L8_FB_Pass Lw (c) 110.0 112.0 101.0 95.0 93.0 93.0 89.0 82.0 74.0 97.3 114.4 Site Measurements

Feller Buncher Idling L9_FB_Idle Lw (c) 103.0 106.0 109.0 112.0 107.0 105.0 101.0 96.0 90.0 110.1 116.0 Site Measurements

Feller Buncher Operating @ 10m L10_FB_Op10 Lw (c) 109.0 109.0 111.0 113.0 109.0 107.0 102.0 97.0 93.0 111.7 118.0 Site Measurements

Feller Buncher Operating @ 30m L11_FB_Op30 Lw (c) 114.5 113.5 114.5 120.5 112.5 112.5 109.5 105.5 97.5 117.7 123.8 Site Measurements

Skidder Truck Passby L12_Sk_Passs Lw (c) 112.0 106.0 118.0 108.0 103.0 102.0 97.0 92.0 87.0 107.7 119.7 Site Measurements

Skidder Truck Idle L13_Sk_Idle Lw (c) 104.0 102.0 108.0 93.0 95.0 93.0 90.0 86.0 81.0 98.6 110.5 Site Measurements

Skidder Truck Operating L14_Sk_Op Lw (c) 102.0 112.0 115.0 101.0 101.0 101.0 96.0 90.0 84.0 105.4 117.3 Site Measurements

Wood Chipper Operating L15_WCh_op Lw (c) 25.6 25.6 25.6 25.6 118.6 25.6 25.6 25.6 25.6 115.4 118.6 Site Measurements 1992 SSWA

Point Source Table Line Source Table

Sound Level Library

ConfigurationParameter Value

GeneralCountry (user defined)Max. Error (dB) 0.00Max. Search Radius (m) 2000.00Min. Dist Src to Rcvr 0.00PartitionRaster Factor 0.50Max. Length of Section (m) 1000.00Min. Length of Section (m) 1.00Min. Length of Section (%) 0.00Proj. Line Sources OnProj. Area Sources OnRef. TimeReference Time Day (min) 960.00Reference Time Night (min) 480.00Daytime Penalty (dB) 0.00Recr. Time Penalty (dB) 6.00Night-time Penalty (dB) 10.00DTMStandard Height (m) 0.00Model of Terrain TriangulationReflectionmax. Order of Reflection 2Search Radius Src 100.00Search Radius Rcvr 100.00Max. Distance Source - Rcvr 1000.00 1000.00Min. Distance Rvcr - Reflector 1.00 1.00Min. Distance Source - Reflector 0.10Industrial (ISO 9613)Lateral Diffraction some ObjObst. within Area Src do not shield OnScreening Excl. Ground Att. over Barrier Dz with limit (20/25)Barrier Coefficients C1,2,3 3.0 20.0 0.0Temperature (°C) 10rel. Humidity (%) 70Ground Absorption G 1.00Wind Speed for Dir. (m/s) 3.0Roads (TNM)Railways (Schall 03 (1990))Strictly acc. to Schall 03 / Schall-TransrapidAircraft (???)Strictly acc. to AzB

APPENDIX B SAMPLE CALCULATIONS

Pages 1-10 of the calculation printout for Case 1 of the shale extraction model are included. The full calculation is 231 pages.

ConfigurationParameter Value

GeneralCountry (user defined)Max. Error (dB) 0.00Max. Search Radius (m) 2000.00Min. Dist Src to Rcvr 0.00PartitionRaster Factor 0.50Max. Length of Section (m) 1000.00Min. Length of Section (m) 1.00Min. Length of Section (%) 0.00Proj. Line Sources OnProj. Area Sources OnRef. TimeReference Time Day (min) 960.00Reference Time Night (min) 480.00Daytime Penalty (dB) 0.00Recr. Time Penalty (dB) 6.00Night-time Penalty (dB) 10.00DTMStandard Height (m) 0.00Model of Terrain TriangulationReflectionmax. Order of Reflection 2Search Radius Src 100.00Search Radius Rcvr 100.00Max. Distance Source - Rcvr 1000.00 1000.00Min. Distance Rvcr - Reflector 1.00 1.00Min. Distance Source - Reflector 0.10Industrial (ISO 9613)Lateral Diffraction some ObjObst. within Area Src do not shield OnScreening Excl. Ground Att. over Barrier Dz with limit (20/25)Barrier Coefficients C1,2,3 3.0 20.0 0.0Temperature (°C) 10rel. Humidity (%) 70Ground Absorption G 1.00Wind Speed for Dir. (m/s) 3.0Roads (TNM)Railways (Schall 03 (1990))Strictly acc. to Schall 03 / Schall-TransrapidAircraft (???)Strictly acc. to AzB

Receiver Name: R1 ID: !0A00!R1 X: 17593058.88 Y: 4799399.52 Z: 190.42

Line Source, ISO 9613, Name: ''Bulldozer Ripping Uphill'', ID: ''!0C0000!LS_BLZRRU''Nr. X Y Z Refl. DEN Freq. Lw l/a K0 Dc Adiv Aatm Agr Afol Ahous Abar Cmet RL Lr

(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)14 17593042.94 4799256.05 166.65 0 D 32 32.3 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -11.814 17593042.94 4799256.05 166.65 0 D 63 45.5 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 0.714 17593042.94 4799256.05 166.65 0 D 125 61.6 16.3 0.0 0.0 54.3 0.1 4.8 0.7 0.0 2.8 0.0 0.0 15.314 17593042.94 4799256.05 166.65 0 D 250 62.1 16.3 0.0 0.0 54.3 0.2 4.5 0.9 0.0 4.7 0.0 0.0 13.814 17593042.94 4799256.05 166.65 0 D 500 69.5 16.3 0.0 0.0 54.3 0.3 0.2 1.2 0.0 11.1 0.0 0.0 18.714 17593042.94 4799256.05 166.65 0 D 1000 71.7 16.3 0.0 0.0 54.3 0.5 0.0 1.4 0.0 13.9 0.0 0.0 17.914 17593042.94 4799256.05 166.65 0 D 2000 71.9 16.3 0.0 0.0 54.3 1.4 0.0 1.9 0.0 16.6 0.0 0.0 14.014 17593042.94 4799256.05 166.65 0 D 4000 65.7 16.3 0.0 0.0 54.3 4.8 0.0 2.1 0.0 19.5 0.0 0.0 1.314 17593042.94 4799256.05 166.65 0 D 8000 57.6 16.3 0.0 0.0 54.3 17.1 0.0 2.8 0.0 20.0 0.0 0.0 -20.314 17593042.94 4799256.05 166.65 0 N 32 -67.7 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.814 17593042.94 4799256.05 166.65 0 N 63 -54.5 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.314 17593042.94 4799256.05 166.65 0 N 125 -38.4 16.3 0.0 0.0 54.3 0.1 4.8 0.7 0.0 2.8 0.0 0.0 -84.714 17593042.94 4799256.05 166.65 0 N 250 -37.9 16.3 0.0 0.0 54.3 0.2 4.5 0.9 0.0 4.7 0.0 0.0 -86.214 17593042.94 4799256.05 166.65 0 N 500 -30.5 16.3 0.0 0.0 54.3 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.314 17593042.94 4799256.05 166.65 0 N 1000 -28.3 16.3 0.0 0.0 54.3 0.5 0.0 1.4 0.0 13.9 0.0 0.0 -82.114 17593042.94 4799256.05 166.65 0 N 2000 -28.1 16.3 0.0 0.0 54.3 1.4 0.0 1.9 0.0 16.6 0.0 0.0 -86.014 17593042.94 4799256.05 166.65 0 N 4000 -34.3 16.3 0.0 0.0 54.3 4.8 0.0 2.1 0.0 19.5 0.0 0.0 -98.714 17593042.94 4799256.05 166.65 0 N 8000 -42.4 16.3 0.0 0.0 54.3 17.1 0.0 2.8 0.0 20.0 0.0 0.0 -120.314 17593042.94 4799256.05 166.65 0 E 32 -67.7 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.814 17593042.94 4799256.05 166.65 0 E 63 -54.5 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.314 17593042.94 4799256.05 166.65 0 E 125 -38.4 16.3 0.0 0.0 54.3 0.1 4.8 0.7 0.0 2.8 0.0 0.0 -84.714 17593042.94 4799256.05 166.65 0 E 250 -37.9 16.3 0.0 0.0 54.3 0.2 4.5 0.9 0.0 4.7 0.0 0.0 -86.214 17593042.94 4799256.05 166.65 0 E 500 -30.5 16.3 0.0 0.0 54.3 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.314 17593042.94 4799256.05 166.65 0 E 1000 -28.3 16.3 0.0 0.0 54.3 0.5 0.0 1.4 0.0 13.9 0.0 0.0 -82.114 17593042.94 4799256.05 166.65 0 E 2000 -28.1 16.3 0.0 0.0 54.3 1.4 0.0 1.9 0.0 16.6 0.0 0.0 -86.014 17593042.94 4799256.05 166.65 0 E 4000 -34.3 16.3 0.0 0.0 54.3 4.8 0.0 2.1 0.0 19.5 0.0 0.0 -98.714 17593042.94 4799256.05 166.65 0 E 8000 -42.4 16.3 0.0 0.0 54.3 17.1 0.0 2.8 0.0 20.0 0.0 0.0 -120.319 17593071.14 4799286.09 177.56 0 D 32 32.3 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.119 17593071.14 4799286.09 177.56 0 D 63 45.5 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 3.919 17593071.14 4799286.09 177.56 0 D 125 61.6 16.3 0.0 0.0 52.2 0.0 4.5 0.9 0.0 0.9 0.0 0.0 19.419 17593071.14 4799286.09 177.56 0 D 250 62.1 16.3 0.0 0.0 52.2 0.1 4.2 1.2 0.0 1.7 0.0 0.0 18.919 17593071.14 4799286.09 177.56 0 D 500 69.5 16.3 0.0 0.0 52.2 0.2 0.2 1.5 0.0 6.7 0.0 0.0 25.019 17593071.14 4799286.09 177.56 0 D 1000 71.7 16.3 0.0 0.0 52.2 0.4 0.0 1.8 0.0 8.3 0.0 0.0 25.319 17593071.14 4799286.09 177.56 0 D 2000 71.9 16.3 0.0 0.0 52.2 1.1 0.0 2.4 0.0 10.2 0.0 0.0 22.219 17593071.14 4799286.09 177.56 0 D 4000 65.7 16.3 0.0 0.0 52.2 3.8 0.0 2.7 0.0 12.6 0.0 0.0 10.719 17593071.14 4799286.09 177.56 0 D 8000 57.6 16.3 0.0 0.0 52.2 13.4 0.0 3.7 0.0 15.2 0.0 0.0 -10.619 17593071.14 4799286.09 177.56 0 N 32 -67.7 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.119 17593071.14 4799286.09 177.56 0 N 63 -54.5 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.119 17593071.14 4799286.09 177.56 0 N 125 -38.4 16.3 0.0 0.0 52.2 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.619 17593071.14 4799286.09 177.56 0 N 250 -37.9 16.3 0.0 0.0 52.2 0.1 4.2 1.2 0.0 1.7 0.0 0.0 -81.119 17593071.14 4799286.09 177.56 0 N 500 -30.5 16.3 0.0 0.0 52.2 0.2 0.2 1.5 0.0 6.7 0.0 0.0 -75.019 17593071.14 4799286.09 177.56 0 N 1000 -28.3 16.3 0.0 0.0 52.2 0.4 0.0 1.8 0.0 8.3 0.0 0.0 -74.719 17593071.14 4799286.09 177.56 0 N 2000 -28.1 16.3 0.0 0.0 52.2 1.1 0.0 2.4 0.0 10.2 0.0 0.0 -77.819 17593071.14 4799286.09 177.56 0 N 4000 -34.3 16.3 0.0 0.0 52.2 3.8 0.0 2.7 0.0 12.6 0.0 0.0 -89.319 17593071.14 4799286.09 177.56 0 N 8000 -42.4 16.3 0.0 0.0 52.2 13.4 0.0 3.7 0.0 15.2 0.0 0.0 -110.619 17593071.14 4799286.09 177.56 0 E 32 -67.7 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.119 17593071.14 4799286.09 177.56 0 E 63 -54.5 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.119 17593071.14 4799286.09 177.56 0 E 125 -38.4 16.3 0.0 0.0 52.2 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.619 17593071.14 4799286.09 177.56 0 E 250 -37.9 16.3 0.0 0.0 52.2 0.1 4.2 1.2 0.0 1.7 0.0 0.0 -81.119 17593071.14 4799286.09 177.56 0 E 500 -30.5 16.3 0.0 0.0 52.2 0.2 0.2 1.5 0.0 6.7 0.0 0.0 -75.019 17593071.14 4799286.09 177.56 0 E 1000 -28.3 16.3 0.0 0.0 52.2 0.4 0.0 1.8 0.0 8.3 0.0 0.0 -74.719 17593071.14 4799286.09 177.56 0 E 2000 -28.1 16.3 0.0 0.0 52.2 1.1 0.0 2.4 0.0 10.2 0.0 0.0 -77.819 17593071.14 4799286.09 177.56 0 E 4000 -34.3 16.3 0.0 0.0 52.2 3.8 0.0 2.7 0.0 12.6 0.0 0.0 -89.3


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)19 17593071.14 4799286.09 177.56 0 E 8000 -42.4 16.3 0.0 0.0 52.2 13.4 0.0 3.7 0.0 15.2 0.0 0.0 -110.6

Line Source, ISO 9613, Name: ''Downhill Plowing'', ID: ''!0C0000!LS_DHPlow''Nr. X Y Z Refl. DEN Freq. Lw l/a K0 Dc Adiv Aatm Agr Afol Ahous Abar Cmet RL Lr

(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)24 17593071.25 4799286.01 177.60 0 D 32 32.3 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.124 17593071.25 4799286.01 177.60 0 D 63 45.5 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 3.924 17593071.25 4799286.01 177.60 0 D 125 61.6 16.3 0.0 0.0 52.2 0.0 4.5 0.9 0.0 0.9 0.0 0.0 19.424 17593071.25 4799286.01 177.60 0 D 250 62.1 16.3 0.0 0.0 52.2 0.1 4.3 1.2 0.0 1.7 0.0 0.0 19.024 17593071.25 4799286.01 177.60 0 D 500 69.5 16.3 0.0 0.0 52.2 0.2 0.2 1.5 0.0 6.6 0.0 0.0 25.024 17593071.25 4799286.01 177.60 0 D 1000 71.7 16.3 0.0 0.0 52.2 0.4 0.0 1.8 0.0 8.2 0.0 0.0 25.324 17593071.25 4799286.01 177.60 0 D 2000 71.9 16.3 0.0 0.0 52.2 1.1 0.0 2.4 0.0 10.1 0.0 0.0 22.324 17593071.25 4799286.01 177.60 0 D 4000 65.7 16.3 0.0 0.0 52.2 3.8 0.0 2.7 0.0 12.5 0.0 0.0 10.824 17593071.25 4799286.01 177.60 0 D 8000 57.6 16.3 0.0 0.0 52.2 13.4 0.0 3.7 0.0 15.1 0.0 0.0 -10.524 17593071.25 4799286.01 177.60 0 N 32 -67.7 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.124 17593071.25 4799286.01 177.60 0 N 63 -54.5 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.124 17593071.25 4799286.01 177.60 0 N 125 -38.4 16.3 0.0 0.0 52.2 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.624 17593071.25 4799286.01 177.60 0 N 250 -37.9 16.3 0.0 0.0 52.2 0.1 4.3 1.2 0.0 1.7 0.0 0.0 -81.024 17593071.25 4799286.01 177.60 0 N 500 -30.5 16.3 0.0 0.0 52.2 0.2 0.2 1.5 0.0 6.6 0.0 0.0 -75.024 17593071.25 4799286.01 177.60 0 N 1000 -28.3 16.3 0.0 0.0 52.2 0.4 0.0 1.8 0.0 8.2 0.0 0.0 -74.724 17593071.25 4799286.01 177.60 0 N 2000 -28.1 16.3 0.0 0.0 52.2 1.1 0.0 2.4 0.0 10.1 0.0 0.0 -77.724 17593071.25 4799286.01 177.60 0 N 4000 -34.3 16.3 0.0 0.0 52.2 3.8 0.0 2.7 0.0 12.5 0.0 0.0 -89.224 17593071.25 4799286.01 177.60 0 N 8000 -42.4 16.3 0.0 0.0 52.2 13.4 0.0 3.7 0.0 15.1 0.0 0.0 -110.524 17593071.25 4799286.01 177.60 0 E 32 -67.7 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.124 17593071.25 4799286.01 177.60 0 E 63 -54.5 16.3 0.0 0.0 52.2 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.124 17593071.25 4799286.01 177.60 0 E 125 -38.4 16.3 0.0 0.0 52.2 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.624 17593071.25 4799286.01 177.60 0 E 250 -37.9 16.3 0.0 0.0 52.2 0.1 4.3 1.2 0.0 1.7 0.0 0.0 -81.024 17593071.25 4799286.01 177.60 0 E 500 -30.5 16.3 0.0 0.0 52.2 0.2 0.2 1.5 0.0 6.6 0.0 0.0 -75.024 17593071.25 4799286.01 177.60 0 E 1000 -28.3 16.3 0.0 0.0 52.2 0.4 0.0 1.8 0.0 8.2 0.0 0.0 -74.724 17593071.25 4799286.01 177.60 0 E 2000 -28.1 16.3 0.0 0.0 52.2 1.1 0.0 2.4 0.0 10.1 0.0 0.0 -77.724 17593071.25 4799286.01 177.60 0 E 4000 -34.3 16.3 0.0 0.0 52.2 3.8 0.0 2.7 0.0 12.5 0.0 0.0 -89.224 17593071.25 4799286.01 177.60 0 E 8000 -42.4 16.3 0.0 0.0 52.2 13.4 0.0 3.7 0.0 15.1 0.0 0.0 -110.527 17593043.01 4799255.98 166.66 0 D 32 32.3 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -11.827 17593043.01 4799255.98 166.66 0 D 63 45.5 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 0.727 17593043.01 4799255.98 166.66 0 D 125 61.6 16.3 0.0 0.0 54.3 0.1 4.8 0.7 0.0 2.8 0.0 0.0 15.327 17593043.01 4799255.98 166.66 0 D 250 62.1 16.3 0.0 0.0 54.3 0.2 4.5 0.9 0.0 4.7 0.0 0.0 13.827 17593043.01 4799255.98 166.66 0 D 500 69.5 16.3 0.0 0.0 54.3 0.3 0.2 1.2 0.0 11.1 0.0 0.0 18.727 17593043.01 4799255.98 166.66 0 D 1000 71.7 16.3 0.0 0.0 54.3 0.5 0.0 1.4 0.0 13.9 0.0 0.0 17.927 17593043.01 4799255.98 166.66 0 D 2000 71.9 16.3 0.0 0.0 54.3 1.4 0.0 1.9 0.0 16.6 0.0 0.0 14.027 17593043.01 4799255.98 166.66 0 D 4000 65.7 16.3 0.0 0.0 54.3 4.8 0.0 2.1 0.0 19.5 0.0 0.0 1.327 17593043.01 4799255.98 166.66 0 D 8000 57.6 16.3 0.0 0.0 54.3 17.1 0.0 2.8 0.0 20.0 0.0 0.0 -20.327 17593043.01 4799255.98 166.66 0 N 32 -67.7 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.827 17593043.01 4799255.98 166.66 0 N 63 -54.5 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.327 17593043.01 4799255.98 166.66 0 N 125 -38.4 16.3 0.0 0.0 54.3 0.1 4.8 0.7 0.0 2.8 0.0 0.0 -84.727 17593043.01 4799255.98 166.66 0 N 250 -37.9 16.3 0.0 0.0 54.3 0.2 4.5 0.9 0.0 4.7 0.0 0.0 -86.227 17593043.01 4799255.98 166.66 0 N 500 -30.5 16.3 0.0 0.0 54.3 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.327 17593043.01 4799255.98 166.66 0 N 1000 -28.3 16.3 0.0 0.0 54.3 0.5 0.0 1.4 0.0 13.9 0.0 0.0 -82.127 17593043.01 4799255.98 166.66 0 N 2000 -28.1 16.3 0.0 0.0 54.3 1.4 0.0 1.9 0.0 16.6 0.0 0.0 -86.027 17593043.01 4799255.98 166.66 0 N 4000 -34.3 16.3 0.0 0.0 54.3 4.8 0.0 2.1 0.0 19.5 0.0 0.0 -98.727 17593043.01 4799255.98 166.66 0 N 8000 -42.4 16.3 0.0 0.0 54.3 17.1 0.0 2.8 0.0 20.0 0.0 0.0 -120.327 17593043.01 4799255.98 166.66 0 E 32 -67.7 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.827 17593043.01 4799255.98 166.66 0 E 63 -54.5 16.3 0.0 0.0 54.3 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.327 17593043.01 4799255.98 166.66 0 E 125 -38.4 16.3 0.0 0.0 54.3 0.1 4.8 0.7 0.0 2.8 0.0 0.0 -84.727 17593043.01 4799255.98 166.66 0 E 250 -37.9 16.3 0.0 0.0 54.3 0.2 4.5 0.9 0.0 4.7 0.0 0.0 -86.227 17593043.01 4799255.98 166.66 0 E 500 -30.5 16.3 0.0 0.0 54.3 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.327 17593043.01 4799255.98 166.66 0 E 1000 -28.3 16.3 0.0 0.0 54.3 0.5 0.0 1.4 0.0 13.9 0.0 0.0 -82.127 17593043.01 4799255.98 166.66 0 E 2000 -28.1 16.3 0.0 0.0 54.3 1.4 0.0 1.9 0.0 16.6 0.0 0.0 -86.027 17593043.01 4799255.98 166.66 0 E 4000 -34.3 16.3 0.0 0.0 54.3 4.8 0.0 2.1 0.0 19.5 0.0 0.0 -98.727 17593043.01 4799255.98 166.66 0 E 8000 -42.4 16.3 0.0 0.0 54.3 17.1 0.0 2.8 0.0 20.0 0.0 0.0 -120.3


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)31 17593044.60 4799254.49 166.60 0 D 32 32.3 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -11.931 17593044.60 4799254.49 166.60 0 D 63 45.5 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 0.631 17593044.60 4799254.49 166.60 0 D 125 61.6 16.3 0.0 0.0 54.4 0.1 4.8 0.7 0.0 2.7 0.0 0.0 15.331 17593044.60 4799254.49 166.60 0 D 250 62.1 16.3 0.0 0.0 54.4 0.2 4.5 1.0 0.0 4.7 0.0 0.0 13.831 17593044.60 4799254.49 166.60 0 D 500 69.5 16.3 0.0 0.0 54.4 0.3 0.2 1.2 0.0 11.1 0.0 0.0 18.631 17593044.60 4799254.49 166.60 0 D 1000 71.7 16.3 0.0 0.0 54.4 0.5 0.0 1.4 0.0 13.8 0.0 0.0 17.931 17593044.60 4799254.49 166.60 0 D 2000 71.9 16.3 0.0 0.0 54.4 1.4 0.0 1.9 0.0 16.5 0.0 0.0 14.031 17593044.60 4799254.49 166.60 0 D 4000 65.7 16.3 0.0 0.0 54.4 4.8 0.0 2.2 0.0 19.4 0.0 0.0 1.231 17593044.60 4799254.49 166.60 0 D 8000 57.6 16.3 0.0 0.0 54.4 17.3 0.0 2.9 0.0 20.0 0.0 0.0 -20.631 17593044.60 4799254.49 166.60 0 N 32 -67.7 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.931 17593044.60 4799254.49 166.60 0 N 63 -54.5 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.431 17593044.60 4799254.49 166.60 0 N 125 -38.4 16.3 0.0 0.0 54.4 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.731 17593044.60 4799254.49 166.60 0 N 250 -37.9 16.3 0.0 0.0 54.4 0.2 4.5 1.0 0.0 4.7 0.0 0.0 -86.231 17593044.60 4799254.49 166.60 0 N 500 -30.5 16.3 0.0 0.0 54.4 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.431 17593044.60 4799254.49 166.60 0 N 1000 -28.3 16.3 0.0 0.0 54.4 0.5 0.0 1.4 0.0 13.8 0.0 0.0 -82.131 17593044.60 4799254.49 166.60 0 N 2000 -28.1 16.3 0.0 0.0 54.4 1.4 0.0 1.9 0.0 16.5 0.0 0.0 -86.031 17593044.60 4799254.49 166.60 0 N 4000 -34.3 16.3 0.0 0.0 54.4 4.8 0.0 2.2 0.0 19.4 0.0 0.0 -98.831 17593044.60 4799254.49 166.60 0 N 8000 -42.4 16.3 0.0 0.0 54.4 17.3 0.0 2.9 0.0 20.0 0.0 0.0 -120.631 17593044.60 4799254.49 166.60 0 E 32 -67.7 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.931 17593044.60 4799254.49 166.60 0 E 63 -54.5 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.431 17593044.60 4799254.49 166.60 0 E 125 -38.4 16.3 0.0 0.0 54.4 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.731 17593044.60 4799254.49 166.60 0 E 250 -37.9 16.3 0.0 0.0 54.4 0.2 4.5 1.0 0.0 4.7 0.0 0.0 -86.231 17593044.60 4799254.49 166.60 0 E 500 -30.5 16.3 0.0 0.0 54.4 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.431 17593044.60 4799254.49 166.60 0 E 1000 -28.3 16.3 0.0 0.0 54.4 0.5 0.0 1.4 0.0 13.8 0.0 0.0 -82.131 17593044.60 4799254.49 166.60 0 E 2000 -28.1 16.3 0.0 0.0 54.4 1.4 0.0 1.9 0.0 16.5 0.0 0.0 -86.031 17593044.60 4799254.49 166.60 0 E 4000 -34.3 16.3 0.0 0.0 54.4 4.8 0.0 2.2 0.0 19.4 0.0 0.0 -98.831 17593044.60 4799254.49 166.60 0 E 8000 -42.4 16.3 0.0 0.0 54.4 17.3 0.0 2.9 0.0 20.0 0.0 0.0 -120.638 17593072.80 4799284.54 177.42 0 D 32 32.3 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.338 17593072.80 4799284.54 177.42 0 D 63 45.5 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 3.838 17593072.80 4799284.54 177.42 0 D 125 61.6 16.3 0.0 0.0 52.3 0.0 4.5 0.9 0.0 0.9 0.0 0.0 19.238 17593072.80 4799284.54 177.42 0 D 250 62.1 16.3 0.0 0.0 52.3 0.1 4.3 1.2 0.0 1.6 0.0 0.0 18.838 17593072.80 4799284.54 177.42 0 D 500 69.5 16.3 0.0 0.0 52.3 0.2 0.2 1.6 0.0 6.6 0.0 0.0 24.938 17593072.80 4799284.54 177.42 0 D 1000 71.7 16.3 0.0 0.0 52.3 0.4 0.0 1.9 0.0 8.2 0.0 0.0 25.238 17593072.80 4799284.54 177.42 0 D 2000 71.9 16.3 0.0 0.0 52.3 1.1 0.0 2.5 0.0 10.1 0.0 0.0 22.238 17593072.80 4799284.54 177.42 0 D 4000 65.7 16.3 0.0 0.0 52.3 3.8 0.0 2.8 0.0 12.4 0.0 0.0 10.738 17593072.80 4799284.54 177.42 0 D 8000 57.6 16.3 0.0 0.0 52.3 13.6 0.0 3.7 0.0 15.0 0.0 0.0 -10.738 17593072.80 4799284.54 177.42 0 N 32 -67.7 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.338 17593072.80 4799284.54 177.42 0 N 63 -54.5 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.238 17593072.80 4799284.54 177.42 0 N 125 -38.4 16.3 0.0 0.0 52.3 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.838 17593072.80 4799284.54 177.42 0 N 250 -37.9 16.3 0.0 0.0 52.3 0.1 4.3 1.2 0.0 1.6 0.0 0.0 -81.238 17593072.80 4799284.54 177.42 0 N 500 -30.5 16.3 0.0 0.0 52.3 0.2 0.2 1.6 0.0 6.6 0.0 0.0 -75.138 17593072.80 4799284.54 177.42 0 N 1000 -28.3 16.3 0.0 0.0 52.3 0.4 0.0 1.9 0.0 8.2 0.0 0.0 -74.838 17593072.80 4799284.54 177.42 0 N 2000 -28.1 16.3 0.0 0.0 52.3 1.1 0.0 2.5 0.0 10.1 0.0 0.0 -77.838 17593072.80 4799284.54 177.42 0 N 4000 -34.3 16.3 0.0 0.0 52.3 3.8 0.0 2.8 0.0 12.4 0.0 0.0 -89.338 17593072.80 4799284.54 177.42 0 N 8000 -42.4 16.3 0.0 0.0 52.3 13.6 0.0 3.7 0.0 15.0 0.0 0.0 -110.738 17593072.80 4799284.54 177.42 0 E 32 -67.7 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.338 17593072.80 4799284.54 177.42 0 E 63 -54.5 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.238 17593072.80 4799284.54 177.42 0 E 125 -38.4 16.3 0.0 0.0 52.3 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.838 17593072.80 4799284.54 177.42 0 E 250 -37.9 16.3 0.0 0.0 52.3 0.1 4.3 1.2 0.0 1.6 0.0 0.0 -81.238 17593072.80 4799284.54 177.42 0 E 500 -30.5 16.3 0.0 0.0 52.3 0.2 0.2 1.6 0.0 6.6 0.0 0.0 -75.138 17593072.80 4799284.54 177.42 0 E 1000 -28.3 16.3 0.0 0.0 52.3 0.4 0.0 1.9 0.0 8.2 0.0 0.0 -74.838 17593072.80 4799284.54 177.42 0 E 2000 -28.1 16.3 0.0 0.0 52.3 1.1 0.0 2.5 0.0 10.1 0.0 0.0 -77.838 17593072.80 4799284.54 177.42 0 E 4000 -34.3 16.3 0.0 0.0 52.3 3.8 0.0 2.8 0.0 12.4 0.0 0.0 -89.338 17593072.80 4799284.54 177.42 0 E 8000 -42.4 16.3 0.0 0.0 52.3 13.6 0.0 3.7 0.0 15.0 0.0 0.0 -110.7


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)42 17593072.90 4799284.45 177.43 0 D 32 32.3 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.342 17593072.90 4799284.45 177.43 0 D 63 45.5 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 3.842 17593072.90 4799284.45 177.43 0 D 125 61.6 16.3 0.0 0.0 52.3 0.0 4.5 0.9 0.0 0.9 0.0 0.0 19.242 17593072.90 4799284.45 177.43 0 D 250 62.1 16.3 0.0 0.0 52.3 0.1 4.3 1.2 0.0 1.6 0.0 0.0 18.842 17593072.90 4799284.45 177.43 0 D 500 69.5 16.3 0.0 0.0 52.3 0.2 0.2 1.6 0.0 6.6 0.0 0.0 24.9


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)42 17593072.90 4799284.45 177.43 0 D 1000 71.7 16.3 0.0 0.0 52.3 0.4 0.0 1.9 0.0 8.1 0.0 0.0 25.342 17593072.90 4799284.45 177.43 0 D 2000 71.9 16.3 0.0 0.0 52.3 1.1 0.0 2.5 0.0 10.0 0.0 0.0 22.342 17593072.90 4799284.45 177.43 0 D 4000 65.7 16.3 0.0 0.0 52.3 3.8 0.0 2.8 0.0 12.3 0.0 0.0 10.742 17593072.90 4799284.45 177.43 0 D 8000 57.6 16.3 0.0 0.0 52.3 13.6 0.0 3.7 0.0 14.9 0.0 0.0 -10.742 17593072.90 4799284.45 177.43 0 N 32 -67.7 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.342 17593072.90 4799284.45 177.43 0 N 63 -54.5 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.242 17593072.90 4799284.45 177.43 0 N 125 -38.4 16.3 0.0 0.0 52.3 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.842 17593072.90 4799284.45 177.43 0 N 250 -37.9 16.3 0.0 0.0 52.3 0.1 4.3 1.2 0.0 1.6 0.0 0.0 -81.242 17593072.90 4799284.45 177.43 0 N 500 -30.5 16.3 0.0 0.0 52.3 0.2 0.2 1.6 0.0 6.6 0.0 0.0 -75.142 17593072.90 4799284.45 177.43 0 N 1000 -28.3 16.3 0.0 0.0 52.3 0.4 0.0 1.9 0.0 8.1 0.0 0.0 -74.742 17593072.90 4799284.45 177.43 0 N 2000 -28.1 16.3 0.0 0.0 52.3 1.1 0.0 2.5 0.0 10.0 0.0 0.0 -77.742 17593072.90 4799284.45 177.43 0 N 4000 -34.3 16.3 0.0 0.0 52.3 3.8 0.0 2.8 0.0 12.3 0.0 0.0 -89.342 17593072.90 4799284.45 177.43 0 N 8000 -42.4 16.3 0.0 0.0 52.3 13.6 0.0 3.7 0.0 14.9 0.0 0.0 -110.742 17593072.90 4799284.45 177.43 0 E 32 -67.7 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.342 17593072.90 4799284.45 177.43 0 E 63 -54.5 16.3 0.0 0.0 52.3 0.0 -3.0 0.6 0.0 8.1 0.0 0.0 -96.242 17593072.90 4799284.45 177.43 0 E 125 -38.4 16.3 0.0 0.0 52.3 0.0 4.5 0.9 0.0 0.9 0.0 0.0 -80.842 17593072.90 4799284.45 177.43 0 E 250 -37.9 16.3 0.0 0.0 52.3 0.1 4.3 1.2 0.0 1.6 0.0 0.0 -81.242 17593072.90 4799284.45 177.43 0 E 500 -30.5 16.3 0.0 0.0 52.3 0.2 0.2 1.6 0.0 6.6 0.0 0.0 -75.142 17593072.90 4799284.45 177.43 0 E 1000 -28.3 16.3 0.0 0.0 52.3 0.4 0.0 1.9 0.0 8.1 0.0 0.0 -74.742 17593072.90 4799284.45 177.43 0 E 2000 -28.1 16.3 0.0 0.0 52.3 1.1 0.0 2.5 0.0 10.0 0.0 0.0 -77.742 17593072.90 4799284.45 177.43 0 E 4000 -34.3 16.3 0.0 0.0 52.3 3.8 0.0 2.8 0.0 12.3 0.0 0.0 -89.342 17593072.90 4799284.45 177.43 0 E 8000 -42.4 16.3 0.0 0.0 52.3 13.6 0.0 3.7 0.0 14.9 0.0 0.0 -110.747 17593044.67 4799254.43 166.60 0 D 32 32.3 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -11.947 17593044.67 4799254.43 166.60 0 D 63 45.5 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 0.647 17593044.67 4799254.43 166.60 0 D 125 61.6 16.3 0.0 0.0 54.4 0.1 4.8 0.7 0.0 2.7 0.0 0.0 15.347 17593044.67 4799254.43 166.60 0 D 250 62.1 16.3 0.0 0.0 54.4 0.2 4.5 1.0 0.0 4.7 0.0 0.0 13.847 17593044.67 4799254.43 166.60 0 D 500 69.5 16.3 0.0 0.0 54.4 0.3 0.2 1.2 0.0 11.1 0.0 0.0 18.647 17593044.67 4799254.43 166.60 0 D 1000 71.7 16.3 0.0 0.0 54.4 0.5 0.0 1.4 0.0 13.8 0.0 0.0 17.947 17593044.67 4799254.43 166.60 0 D 2000 71.9 16.3 0.0 0.0 54.4 1.4 0.0 1.9 0.0 16.5 0.0 0.0 14.047 17593044.67 4799254.43 166.60 0 D 4000 65.7 16.3 0.0 0.0 54.4 4.8 0.0 2.2 0.0 19.4 0.0 0.0 1.247 17593044.67 4799254.43 166.60 0 D 8000 57.6 16.3 0.0 0.0 54.4 17.3 0.0 2.9 0.0 20.0 0.0 0.0 -20.647 17593044.67 4799254.43 166.60 0 N 32 -67.7 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.947 17593044.67 4799254.43 166.60 0 N 63 -54.5 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.447 17593044.67 4799254.43 166.60 0 N 125 -38.4 16.3 0.0 0.0 54.4 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.747 17593044.67 4799254.43 166.60 0 N 250 -37.9 16.3 0.0 0.0 54.4 0.2 4.5 1.0 0.0 4.7 0.0 0.0 -86.247 17593044.67 4799254.43 166.60 0 N 500 -30.5 16.3 0.0 0.0 54.4 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.447 17593044.67 4799254.43 166.60 0 N 1000 -28.3 16.3 0.0 0.0 54.4 0.5 0.0 1.4 0.0 13.8 0.0 0.0 -82.147 17593044.67 4799254.43 166.60 0 N 2000 -28.1 16.3 0.0 0.0 54.4 1.4 0.0 1.9 0.0 16.5 0.0 0.0 -86.047 17593044.67 4799254.43 166.60 0 N 4000 -34.3 16.3 0.0 0.0 54.4 4.8 0.0 2.2 0.0 19.4 0.0 0.0 -98.847 17593044.67 4799254.43 166.60 0 N 8000 -42.4 16.3 0.0 0.0 54.4 17.3 0.0 2.9 0.0 20.0 0.0 0.0 -120.647 17593044.67 4799254.43 166.60 0 E 32 -67.7 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.947 17593044.67 4799254.43 166.60 0 E 63 -54.5 16.3 0.0 0.0 54.4 0.0 -3.0 0.5 0.0 9.4 0.0 0.0 -99.447 17593044.67 4799254.43 166.60 0 E 125 -38.4 16.3 0.0 0.0 54.4 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.747 17593044.67 4799254.43 166.60 0 E 250 -37.9 16.3 0.0 0.0 54.4 0.2 4.5 1.0 0.0 4.7 0.0 0.0 -86.247 17593044.67 4799254.43 166.60 0 E 500 -30.5 16.3 0.0 0.0 54.4 0.3 0.2 1.2 0.0 11.1 0.0 0.0 -81.447 17593044.67 4799254.43 166.60 0 E 1000 -28.3 16.3 0.0 0.0 54.4 0.5 0.0 1.4 0.0 13.8 0.0 0.0 -82.147 17593044.67 4799254.43 166.60 0 E 2000 -28.1 16.3 0.0 0.0 54.4 1.4 0.0 1.9 0.0 16.5 0.0 0.0 -86.047 17593044.67 4799254.43 166.60 0 E 4000 -34.3 16.3 0.0 0.0 54.4 4.8 0.0 2.2 0.0 19.4 0.0 0.0 -98.847 17593044.67 4799254.43 166.60 0 E 8000 -42.4 16.3 0.0 0.0 54.4 17.3 0.0 2.9 0.0 20.0 0.0 0.0 -120.6


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)52 17593046.25 4799252.94 166.59 0 D 32 32.3 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -11.952 17593046.25 4799252.94 166.59 0 D 63 45.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 0.552 17593046.25 4799252.94 166.59 0 D 125 61.6 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.7 0.0 0.0 15.252 17593046.25 4799252.94 166.59 0 D 250 62.1 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.6 0.0 0.0 13.752 17593046.25 4799252.94 166.59 0 D 500 69.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 11.0 0.0 0.0 18.652 17593046.25 4799252.94 166.59 0 D 1000 71.7 16.3 0.0 0.0 54.5 0.5 0.0 1.5 0.0 13.7 0.0 0.0 17.952 17593046.25 4799252.94 166.59 0 D 2000 71.9 16.3 0.0 0.0 54.5 1.4 0.0 1.9 0.0 16.4 0.0 0.0 13.952 17593046.25 4799252.94 166.59 0 D 4000 65.7 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.3 0.0 0.0 1.252 17593046.25 4799252.94 166.59 0 D 8000 57.6 16.3 0.0 0.0 54.5 17.4 0.0 2.9 0.0 20.0 0.0 0.0 -20.952 17593046.25 4799252.94 166.59 0 N 32 -67.7 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.9


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)52 17593046.25 4799252.94 166.59 0 N 63 -54.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.552 17593046.25 4799252.94 166.59 0 N 125 -38.4 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.852 17593046.25 4799252.94 166.59 0 N 250 -37.9 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.6 0.0 0.0 -86.352 17593046.25 4799252.94 166.59 0 N 500 -30.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 11.0 0.0 0.0 -81.452 17593046.25 4799252.94 166.59 0 N 1000 -28.3 16.3 0.0 0.0 54.5 0.5 0.0 1.5 0.0 13.7 0.0 0.0 -82.152 17593046.25 4799252.94 166.59 0 N 2000 -28.1 16.3 0.0 0.0 54.5 1.4 0.0 1.9 0.0 16.4 0.0 0.0 -86.152 17593046.25 4799252.94 166.59 0 N 4000 -34.3 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.3 0.0 0.0 -98.852 17593046.25 4799252.94 166.59 0 N 8000 -42.4 16.3 0.0 0.0 54.5 17.4 0.0 2.9 0.0 20.0 0.0 0.0 -120.952 17593046.25 4799252.94 166.59 0 E 32 -67.7 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.952 17593046.25 4799252.94 166.59 0 E 63 -54.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.552 17593046.25 4799252.94 166.59 0 E 125 -38.4 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.852 17593046.25 4799252.94 166.59 0 E 250 -37.9 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.6 0.0 0.0 -86.352 17593046.25 4799252.94 166.59 0 E 500 -30.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 11.0 0.0 0.0 -81.452 17593046.25 4799252.94 166.59 0 E 1000 -28.3 16.3 0.0 0.0 54.5 0.5 0.0 1.5 0.0 13.7 0.0 0.0 -82.152 17593046.25 4799252.94 166.59 0 E 2000 -28.1 16.3 0.0 0.0 54.5 1.4 0.0 1.9 0.0 16.4 0.0 0.0 -86.152 17593046.25 4799252.94 166.59 0 E 4000 -34.3 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.3 0.0 0.0 -98.852 17593046.25 4799252.94 166.59 0 E 8000 -42.4 16.3 0.0 0.0 54.5 17.4 0.0 2.9 0.0 20.0 0.0 0.0 -120.956 17593074.45 4799282.98 177.41 0 D 32 32.3 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.456 17593074.45 4799282.98 177.41 0 D 63 45.5 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 3.756 17593074.45 4799282.98 177.41 0 D 125 61.6 16.3 0.0 0.0 52.5 0.0 4.5 0.9 0.0 0.7 0.0 0.0 19.256 17593074.45 4799282.98 177.41 0 D 250 62.1 16.3 0.0 0.0 52.5 0.1 4.3 1.3 0.0 1.4 0.0 0.0 18.956 17593074.45 4799282.98 177.41 0 D 500 69.5 16.3 0.0 0.0 52.5 0.2 0.2 1.6 0.0 6.2 0.0 0.0 25.256 17593074.45 4799282.98 177.41 0 D 1000 71.7 16.3 0.0 0.0 52.5 0.4 0.0 1.9 0.0 7.5 0.0 0.0 25.756 17593074.45 4799282.98 177.41 0 D 2000 71.9 16.3 0.0 0.0 52.5 1.1 0.0 2.5 0.0 9.2 0.0 0.0 22.956 17593074.45 4799282.98 177.41 0 D 4000 65.7 16.3 0.0 0.0 52.5 3.9 0.0 2.8 0.0 11.4 0.0 0.0 11.556 17593074.45 4799282.98 177.41 0 D 8000 57.6 16.3 0.0 0.0 52.5 13.8 0.0 3.8 0.0 13.9 0.0 0.0 -10.056 17593074.45 4799282.98 177.41 0 N 32 -67.7 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.456 17593074.45 4799282.98 177.41 0 N 63 -54.5 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.356 17593074.45 4799282.98 177.41 0 N 125 -38.4 16.3 0.0 0.0 52.5 0.0 4.5 0.9 0.0 0.7 0.0 0.0 -80.856 17593074.45 4799282.98 177.41 0 N 250 -37.9 16.3 0.0 0.0 52.5 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.156 17593074.45 4799282.98 177.41 0 N 500 -30.5 16.3 0.0 0.0 52.5 0.2 0.2 1.6 0.0 6.2 0.0 0.0 -74.856 17593074.45 4799282.98 177.41 0 N 1000 -28.3 16.3 0.0 0.0 52.5 0.4 0.0 1.9 0.0 7.5 0.0 0.0 -74.356 17593074.45 4799282.98 177.41 0 N 2000 -28.1 16.3 0.0 0.0 52.5 1.1 0.0 2.5 0.0 9.2 0.0 0.0 -77.156 17593074.45 4799282.98 177.41 0 N 4000 -34.3 16.3 0.0 0.0 52.5 3.9 0.0 2.8 0.0 11.4 0.0 0.0 -88.556 17593074.45 4799282.98 177.41 0 N 8000 -42.4 16.3 0.0 0.0 52.5 13.8 0.0 3.8 0.0 13.9 0.0 0.0 -110.056 17593074.45 4799282.98 177.41 0 E 32 -67.7 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.456 17593074.45 4799282.98 177.41 0 E 63 -54.5 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.356 17593074.45 4799282.98 177.41 0 E 125 -38.4 16.3 0.0 0.0 52.5 0.0 4.5 0.9 0.0 0.7 0.0 0.0 -80.856 17593074.45 4799282.98 177.41 0 E 250 -37.9 16.3 0.0 0.0 52.5 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.156 17593074.45 4799282.98 177.41 0 E 500 -30.5 16.3 0.0 0.0 52.5 0.2 0.2 1.6 0.0 6.2 0.0 0.0 -74.856 17593074.45 4799282.98 177.41 0 E 1000 -28.3 16.3 0.0 0.0 52.5 0.4 0.0 1.9 0.0 7.5 0.0 0.0 -74.356 17593074.45 4799282.98 177.41 0 E 2000 -28.1 16.3 0.0 0.0 52.5 1.1 0.0 2.5 0.0 9.2 0.0 0.0 -77.156 17593074.45 4799282.98 177.41 0 E 4000 -34.3 16.3 0.0 0.0 52.5 3.9 0.0 2.8 0.0 11.4 0.0 0.0 -88.556 17593074.45 4799282.98 177.41 0 E 8000 -42.4 16.3 0.0 0.0 52.5 13.8 0.0 3.8 0.0 13.9 0.0 0.0 -110.0


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)63 17593074.56 4799282.90 177.39 0 D 32 32.3 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.463 17593074.56 4799282.90 177.39 0 D 63 45.5 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 3.763 17593074.56 4799282.90 177.39 0 D 125 61.6 16.3 0.0 0.0 52.5 0.0 4.5 0.9 0.0 0.7 0.0 0.0 19.263 17593074.56 4799282.90 177.39 0 D 250 62.1 16.3 0.0 0.0 52.5 0.1 4.3 1.3 0.0 1.4 0.0 0.0 18.963 17593074.56 4799282.90 177.39 0 D 500 69.5 16.3 0.0 0.0 52.5 0.2 0.2 1.6 0.0 6.2 0.0 0.0 25.263 17593074.56 4799282.90 177.39 0 D 1000 71.7 16.3 0.0 0.0 52.5 0.4 0.0 1.9 0.0 7.5 0.0 0.0 25.763 17593074.56 4799282.90 177.39 0 D 2000 71.9 16.3 0.0 0.0 52.5 1.1 0.0 2.5 0.0 9.2 0.0 0.0 22.963 17593074.56 4799282.90 177.39 0 D 4000 65.7 16.3 0.0 0.0 52.5 3.9 0.0 2.8 0.0 11.3 0.0 0.0 11.563 17593074.56 4799282.90 177.39 0 D 8000 57.6 16.3 0.0 0.0 52.5 13.8 0.0 3.8 0.0 13.8 0.0 0.0 -10.063 17593074.56 4799282.90 177.39 0 N 32 -67.7 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.463 17593074.56 4799282.90 177.39 0 N 63 -54.5 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.363 17593074.56 4799282.90 177.39 0 N 125 -38.4 16.3 0.0 0.0 52.5 0.0 4.5 0.9 0.0 0.7 0.0 0.0 -80.863 17593074.56 4799282.90 177.39 0 N 250 -37.9 16.3 0.0 0.0 52.5 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.163 17593074.56 4799282.90 177.39 0 N 500 -30.5 16.3 0.0 0.0 52.5 0.2 0.2 1.6 0.0 6.2 0.0 0.0 -74.863 17593074.56 4799282.90 177.39 0 N 1000 -28.3 16.3 0.0 0.0 52.5 0.4 0.0 1.9 0.0 7.5 0.0 0.0 -74.3


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)63 17593074.56 4799282.90 177.39 0 N 2000 -28.1 16.3 0.0 0.0 52.5 1.1 0.0 2.5 0.0 9.2 0.0 0.0 -77.163 17593074.56 4799282.90 177.39 0 N 4000 -34.3 16.3 0.0 0.0 52.5 3.9 0.0 2.8 0.0 11.3 0.0 0.0 -88.563 17593074.56 4799282.90 177.39 0 N 8000 -42.4 16.3 0.0 0.0 52.5 13.8 0.0 3.8 0.0 13.8 0.0 0.0 -110.063 17593074.56 4799282.90 177.39 0 E 32 -67.7 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.463 17593074.56 4799282.90 177.39 0 E 63 -54.5 16.3 0.0 0.0 52.5 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.363 17593074.56 4799282.90 177.39 0 E 125 -38.4 16.3 0.0 0.0 52.5 0.0 4.5 0.9 0.0 0.7 0.0 0.0 -80.863 17593074.56 4799282.90 177.39 0 E 250 -37.9 16.3 0.0 0.0 52.5 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.163 17593074.56 4799282.90 177.39 0 E 500 -30.5 16.3 0.0 0.0 52.5 0.2 0.2 1.6 0.0 6.2 0.0 0.0 -74.863 17593074.56 4799282.90 177.39 0 E 1000 -28.3 16.3 0.0 0.0 52.5 0.4 0.0 1.9 0.0 7.5 0.0 0.0 -74.363 17593074.56 4799282.90 177.39 0 E 2000 -28.1 16.3 0.0 0.0 52.5 1.1 0.0 2.5 0.0 9.2 0.0 0.0 -77.163 17593074.56 4799282.90 177.39 0 E 4000 -34.3 16.3 0.0 0.0 52.5 3.9 0.0 2.8 0.0 11.3 0.0 0.0 -88.563 17593074.56 4799282.90 177.39 0 E 8000 -42.4 16.3 0.0 0.0 52.5 13.8 0.0 3.8 0.0 13.8 0.0 0.0 -110.066 17593046.33 4799252.87 166.59 0 D 32 32.3 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -11.966 17593046.33 4799252.87 166.59 0 D 63 45.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 0.566 17593046.33 4799252.87 166.59 0 D 125 61.6 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.7 0.0 0.0 15.266 17593046.33 4799252.87 166.59 0 D 250 62.1 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.6 0.0 0.0 13.766 17593046.33 4799252.87 166.59 0 D 500 69.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 11.0 0.0 0.0 18.666 17593046.33 4799252.87 166.59 0 D 1000 71.7 16.3 0.0 0.0 54.5 0.5 0.0 1.5 0.0 13.7 0.0 0.0 17.966 17593046.33 4799252.87 166.59 0 D 2000 71.9 16.3 0.0 0.0 54.5 1.4 0.0 1.9 0.0 16.4 0.0 0.0 13.966 17593046.33 4799252.87 166.59 0 D 4000 65.7 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.3 0.0 0.0 1.266 17593046.33 4799252.87 166.59 0 D 8000 57.6 16.3 0.0 0.0 54.5 17.4 0.0 2.9 0.0 20.0 0.0 0.0 -20.966 17593046.33 4799252.87 166.59 0 N 32 -67.7 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.966 17593046.33 4799252.87 166.59 0 N 63 -54.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.566 17593046.33 4799252.87 166.59 0 N 125 -38.4 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.866 17593046.33 4799252.87 166.59 0 N 250 -37.9 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.6 0.0 0.0 -86.366 17593046.33 4799252.87 166.59 0 N 500 -30.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 11.0 0.0 0.0 -81.466 17593046.33 4799252.87 166.59 0 N 1000 -28.3 16.3 0.0 0.0 54.5 0.5 0.0 1.5 0.0 13.7 0.0 0.0 -82.166 17593046.33 4799252.87 166.59 0 N 2000 -28.1 16.3 0.0 0.0 54.5 1.4 0.0 1.9 0.0 16.4 0.0 0.0 -86.166 17593046.33 4799252.87 166.59 0 N 4000 -34.3 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.3 0.0 0.0 -98.866 17593046.33 4799252.87 166.59 0 N 8000 -42.4 16.3 0.0 0.0 54.5 17.4 0.0 2.9 0.0 20.0 0.0 0.0 -120.966 17593046.33 4799252.87 166.59 0 E 32 -67.7 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -111.966 17593046.33 4799252.87 166.59 0 E 63 -54.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.566 17593046.33 4799252.87 166.59 0 E 125 -38.4 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.7 0.0 0.0 -84.866 17593046.33 4799252.87 166.59 0 E 250 -37.9 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.6 0.0 0.0 -86.366 17593046.33 4799252.87 166.59 0 E 500 -30.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 11.0 0.0 0.0 -81.466 17593046.33 4799252.87 166.59 0 E 1000 -28.3 16.3 0.0 0.0 54.5 0.5 0.0 1.5 0.0 13.7 0.0 0.0 -82.166 17593046.33 4799252.87 166.59 0 E 2000 -28.1 16.3 0.0 0.0 54.5 1.4 0.0 1.9 0.0 16.4 0.0 0.0 -86.166 17593046.33 4799252.87 166.59 0 E 4000 -34.3 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.3 0.0 0.0 -98.866 17593046.33 4799252.87 166.59 0 E 8000 -42.4 16.3 0.0 0.0 54.5 17.4 0.0 2.9 0.0 20.0 0.0 0.0 -120.9


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)70 17593047.91 4799251.38 166.48 0 D 32 32.3 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -12.070 17593047.91 4799251.38 166.48 0 D 63 45.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 0.570 17593047.91 4799251.38 166.48 0 D 125 61.6 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.6 0.0 0.0 15.270 17593047.91 4799251.38 166.48 0 D 250 62.1 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.5 0.0 0.0 13.770 17593047.91 4799251.38 166.48 0 D 500 69.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 10.9 0.0 0.0 18.670 17593047.91 4799251.38 166.48 0 D 1000 71.7 16.3 0.0 0.0 54.5 0.6 0.0 1.5 0.0 13.6 0.0 0.0 17.870 17593047.91 4799251.38 166.48 0 D 2000 71.9 16.3 0.0 0.0 54.5 1.5 0.0 2.0 0.0 16.3 0.0 0.0 13.970 17593047.91 4799251.38 166.48 0 D 4000 65.7 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.2 0.0 0.0 1.170 17593047.91 4799251.38 166.48 0 D 8000 57.6 16.3 0.0 0.0 54.5 17.6 0.0 2.9 0.0 20.0 0.0 0.0 -21.270 17593047.91 4799251.38 166.48 0 N 32 -67.7 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -112.070 17593047.91 4799251.38 166.48 0 N 63 -54.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.570 17593047.91 4799251.38 166.48 0 N 125 -38.4 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.6 0.0 0.0 -84.870 17593047.91 4799251.38 166.48 0 N 250 -37.9 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.5 0.0 0.0 -86.370 17593047.91 4799251.38 166.48 0 N 500 -30.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 10.9 0.0 0.0 -81.470 17593047.91 4799251.38 166.48 0 N 1000 -28.3 16.3 0.0 0.0 54.5 0.6 0.0 1.5 0.0 13.6 0.0 0.0 -82.270 17593047.91 4799251.38 166.48 0 N 2000 -28.1 16.3 0.0 0.0 54.5 1.5 0.0 2.0 0.0 16.3 0.0 0.0 -86.170 17593047.91 4799251.38 166.48 0 N 4000 -34.3 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.2 0.0 0.0 -98.970 17593047.91 4799251.38 166.48 0 N 8000 -42.4 16.3 0.0 0.0 54.5 17.6 0.0 2.9 0.0 20.0 0.0 0.0 -121.270 17593047.91 4799251.38 166.48 0 E 32 -67.7 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -112.070 17593047.91 4799251.38 166.48 0 E 63 -54.5 16.3 0.0 0.0 54.5 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.5


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)70 17593047.91 4799251.38 166.48 0 E 125 -38.4 16.3 0.0 0.0 54.5 0.1 4.8 0.7 0.0 2.6 0.0 0.0 -84.870 17593047.91 4799251.38 166.48 0 E 250 -37.9 16.3 0.0 0.0 54.5 0.2 4.5 1.0 0.0 4.5 0.0 0.0 -86.370 17593047.91 4799251.38 166.48 0 E 500 -30.5 16.3 0.0 0.0 54.5 0.3 0.2 1.2 0.0 10.9 0.0 0.0 -81.470 17593047.91 4799251.38 166.48 0 E 1000 -28.3 16.3 0.0 0.0 54.5 0.6 0.0 1.5 0.0 13.6 0.0 0.0 -82.270 17593047.91 4799251.38 166.48 0 E 2000 -28.1 16.3 0.0 0.0 54.5 1.5 0.0 2.0 0.0 16.3 0.0 0.0 -86.170 17593047.91 4799251.38 166.48 0 E 4000 -34.3 16.3 0.0 0.0 54.5 4.9 0.0 2.2 0.0 19.2 0.0 0.0 -98.970 17593047.91 4799251.38 166.48 0 E 8000 -42.4 16.3 0.0 0.0 54.5 17.6 0.0 2.9 0.0 20.0 0.0 0.0 -121.275 17593076.11 4799281.43 177.09 0 D 32 32.3 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.575 17593076.11 4799281.43 177.09 0 D 63 45.5 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 3.675 17593076.11 4799281.43 177.09 0 D 125 61.6 16.3 0.0 0.0 52.6 0.0 4.5 1.0 0.0 0.7 0.0 0.0 19.175 17593076.11 4799281.43 177.09 0 D 250 62.1 16.3 0.0 0.0 52.6 0.1 4.3 1.3 0.0 1.5 0.0 0.0 18.675 17593076.11 4799281.43 177.09 0 D 500 69.5 16.3 0.0 0.0 52.6 0.2 0.2 1.6 0.0 6.9 0.0 0.0 24.275 17593076.11 4799281.43 177.09 0 D 1000 71.7 16.3 0.0 0.0 52.6 0.4 0.0 1.9 0.0 9.5 0.0 0.0 23.675 17593076.11 4799281.43 177.09 0 D 2000 71.9 16.3 0.0 0.0 52.6 1.2 0.0 2.6 0.0 12.2 0.0 0.0 19.775 17593076.11 4799281.43 177.09 0 D 4000 65.7 16.3 0.0 0.0 52.6 3.9 0.0 2.9 0.0 15.0 0.0 0.0 7.675 17593076.11 4799281.43 177.09 0 D 8000 57.6 16.3 0.0 0.0 52.6 14.0 0.0 3.9 0.0 17.8 0.0 0.0 -14.475 17593076.11 4799281.43 177.09 0 N 32 -67.7 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.575 17593076.11 4799281.43 177.09 0 N 63 -54.5 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.475 17593076.11 4799281.43 177.09 0 N 125 -38.4 16.3 0.0 0.0 52.6 0.0 4.5 1.0 0.0 0.7 0.0 0.0 -80.975 17593076.11 4799281.43 177.09 0 N 250 -37.9 16.3 0.0 0.0 52.6 0.1 4.3 1.3 0.0 1.5 0.0 0.0 -81.475 17593076.11 4799281.43 177.09 0 N 500 -30.5 16.3 0.0 0.0 52.6 0.2 0.2 1.6 0.0 6.9 0.0 0.0 -75.875 17593076.11 4799281.43 177.09 0 N 1000 -28.3 16.3 0.0 0.0 52.6 0.4 0.0 1.9 0.0 9.5 0.0 0.0 -76.475 17593076.11 4799281.43 177.09 0 N 2000 -28.1 16.3 0.0 0.0 52.6 1.2 0.0 2.6 0.0 12.2 0.0 0.0 -80.375 17593076.11 4799281.43 177.09 0 N 4000 -34.3 16.3 0.0 0.0 52.6 3.9 0.0 2.9 0.0 15.0 0.0 0.0 -92.475 17593076.11 4799281.43 177.09 0 N 8000 -42.4 16.3 0.0 0.0 52.6 14.0 0.0 3.9 0.0 17.8 0.0 0.0 -114.475 17593076.11 4799281.43 177.09 0 E 32 -67.7 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.575 17593076.11 4799281.43 177.09 0 E 63 -54.5 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.475 17593076.11 4799281.43 177.09 0 E 125 -38.4 16.3 0.0 0.0 52.6 0.0 4.5 1.0 0.0 0.7 0.0 0.0 -80.975 17593076.11 4799281.43 177.09 0 E 250 -37.9 16.3 0.0 0.0 52.6 0.1 4.3 1.3 0.0 1.5 0.0 0.0 -81.475 17593076.11 4799281.43 177.09 0 E 500 -30.5 16.3 0.0 0.0 52.6 0.2 0.2 1.6 0.0 6.9 0.0 0.0 -75.875 17593076.11 4799281.43 177.09 0 E 1000 -28.3 16.3 0.0 0.0 52.6 0.4 0.0 1.9 0.0 9.5 0.0 0.0 -76.475 17593076.11 4799281.43 177.09 0 E 2000 -28.1 16.3 0.0 0.0 52.6 1.2 0.0 2.6 0.0 12.2 0.0 0.0 -80.375 17593076.11 4799281.43 177.09 0 E 4000 -34.3 16.3 0.0 0.0 52.6 3.9 0.0 2.9 0.0 15.0 0.0 0.0 -92.475 17593076.11 4799281.43 177.09 0 E 8000 -42.4 16.3 0.0 0.0 52.6 14.0 0.0 3.9 0.0 17.8 0.0 0.0 -114.4


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)79 17593076.21 4799281.34 177.07 0 D 32 32.3 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -9.579 17593076.21 4799281.34 177.07 0 D 63 45.5 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 3.679 17593076.21 4799281.34 177.07 0 D 125 61.6 16.3 0.0 0.0 52.6 0.0 4.5 1.0 0.0 0.7 0.0 0.0 19.179 17593076.21 4799281.34 177.07 0 D 250 62.1 16.3 0.0 0.0 52.6 0.1 4.3 1.3 0.0 1.5 0.0 0.0 18.679 17593076.21 4799281.34 177.07 0 D 500 69.5 16.3 0.0 0.0 52.6 0.2 0.2 1.6 0.0 6.9 0.0 0.0 24.279 17593076.21 4799281.34 177.07 0 D 1000 71.7 16.3 0.0 0.0 52.6 0.4 0.0 1.9 0.0 9.5 0.0 0.0 23.679 17593076.21 4799281.34 177.07 0 D 2000 71.9 16.3 0.0 0.0 52.6 1.2 0.0 2.6 0.0 12.2 0.0 0.0 19.779 17593076.21 4799281.34 177.07 0 D 4000 65.7 16.3 0.0 0.0 52.6 3.9 0.0 2.9 0.0 14.9 0.0 0.0 7.679 17593076.21 4799281.34 177.07 0 D 8000 57.6 16.3 0.0 0.0 52.6 14.0 0.0 3.9 0.0 17.8 0.0 0.0 -14.479 17593076.21 4799281.34 177.07 0 N 32 -67.7 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.579 17593076.21 4799281.34 177.07 0 N 63 -54.5 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.479 17593076.21 4799281.34 177.07 0 N 125 -38.4 16.3 0.0 0.0 52.6 0.0 4.5 1.0 0.0 0.7 0.0 0.0 -80.979 17593076.21 4799281.34 177.07 0 N 250 -37.9 16.3 0.0 0.0 52.6 0.1 4.3 1.3 0.0 1.5 0.0 0.0 -81.479 17593076.21 4799281.34 177.07 0 N 500 -30.5 16.3 0.0 0.0 52.6 0.2 0.2 1.6 0.0 6.9 0.0 0.0 -75.879 17593076.21 4799281.34 177.07 0 N 1000 -28.3 16.3 0.0 0.0 52.6 0.4 0.0 1.9 0.0 9.5 0.0 0.0 -76.479 17593076.21 4799281.34 177.07 0 N 2000 -28.1 16.3 0.0 0.0 52.6 1.2 0.0 2.6 0.0 12.2 0.0 0.0 -80.379 17593076.21 4799281.34 177.07 0 N 4000 -34.3 16.3 0.0 0.0 52.6 3.9 0.0 2.9 0.0 14.9 0.0 0.0 -92.479 17593076.21 4799281.34 177.07 0 N 8000 -42.4 16.3 0.0 0.0 52.6 14.0 0.0 3.9 0.0 17.8 0.0 0.0 -114.479 17593076.21 4799281.34 177.07 0 E 32 -67.7 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 7.9 0.0 0.0 -109.579 17593076.21 4799281.34 177.07 0 E 63 -54.5 16.3 0.0 0.0 52.6 0.0 -3.0 0.6 0.0 8.0 0.0 0.0 -96.479 17593076.21 4799281.34 177.07 0 E 125 -38.4 16.3 0.0 0.0 52.6 0.0 4.5 1.0 0.0 0.7 0.0 0.0 -80.979 17593076.21 4799281.34 177.07 0 E 250 -37.9 16.3 0.0 0.0 52.6 0.1 4.3 1.3 0.0 1.5 0.0 0.0 -81.479 17593076.21 4799281.34 177.07 0 E 500 -30.5 16.3 0.0 0.0 52.6 0.2 0.2 1.6 0.0 6.9 0.0 0.0 -75.879 17593076.21 4799281.34 177.07 0 E 1000 -28.3 16.3 0.0 0.0 52.6 0.4 0.0 1.9 0.0 9.5 0.0 0.0 -76.479 17593076.21 4799281.34 177.07 0 E 2000 -28.1 16.3 0.0 0.0 52.6 1.2 0.0 2.6 0.0 12.2 0.0 0.0 -80.3


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)79 17593076.21 4799281.34 177.07 0 E 4000 -34.3 16.3 0.0 0.0 52.6 3.9 0.0 2.9 0.0 14.9 0.0 0.0 -92.479 17593076.21 4799281.34 177.07 0 E 8000 -42.4 16.3 0.0 0.0 52.6 14.0 0.0 3.9 0.0 17.8 0.0 0.0 -114.484 17593047.98 4799251.32 166.48 0 D 32 32.3 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -12.084 17593047.98 4799251.32 166.48 0 D 63 45.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 0.584 17593047.98 4799251.32 166.48 0 D 125 61.6 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.6 0.0 0.0 15.284 17593047.98 4799251.32 166.48 0 D 250 62.1 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.5 0.0 0.0 13.784 17593047.98 4799251.32 166.48 0 D 500 69.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.9 0.0 0.0 18.684 17593047.98 4799251.32 166.48 0 D 1000 71.7 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.6 0.0 0.0 17.884 17593047.98 4799251.32 166.48 0 D 2000 71.9 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.3 0.0 0.0 13.984 17593047.98 4799251.32 166.48 0 D 4000 65.7 16.3 0.0 0.0 54.6 4.9 0.0 2.2 0.0 19.2 0.0 0.0 1.184 17593047.98 4799251.32 166.48 0 D 8000 57.6 16.3 0.0 0.0 54.6 17.6 0.0 3.0 0.0 20.0 0.0 0.0 -21.284 17593047.98 4799251.32 166.48 0 N 32 -67.7 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -112.084 17593047.98 4799251.32 166.48 0 N 63 -54.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.584 17593047.98 4799251.32 166.48 0 N 125 -38.4 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.6 0.0 0.0 -84.884 17593047.98 4799251.32 166.48 0 N 250 -37.9 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.5 0.0 0.0 -86.384 17593047.98 4799251.32 166.48 0 N 500 -30.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.9 0.0 0.0 -81.484 17593047.98 4799251.32 166.48 0 N 1000 -28.3 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.6 0.0 0.0 -82.284 17593047.98 4799251.32 166.48 0 N 2000 -28.1 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.3 0.0 0.0 -86.184 17593047.98 4799251.32 166.48 0 N 4000 -34.3 16.3 0.0 0.0 54.6 4.9 0.0 2.2 0.0 19.2 0.0 0.0 -98.984 17593047.98 4799251.32 166.48 0 N 8000 -42.4 16.3 0.0 0.0 54.6 17.6 0.0 3.0 0.0 20.0 0.0 0.0 -121.284 17593047.98 4799251.32 166.48 0 E 32 -67.7 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -112.084 17593047.98 4799251.32 166.48 0 E 63 -54.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.3 0.0 0.0 -99.584 17593047.98 4799251.32 166.48 0 E 125 -38.4 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.6 0.0 0.0 -84.884 17593047.98 4799251.32 166.48 0 E 250 -37.9 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.5 0.0 0.0 -86.384 17593047.98 4799251.32 166.48 0 E 500 -30.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.9 0.0 0.0 -81.484 17593047.98 4799251.32 166.48 0 E 1000 -28.3 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.6 0.0 0.0 -82.284 17593047.98 4799251.32 166.48 0 E 2000 -28.1 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.3 0.0 0.0 -86.184 17593047.98 4799251.32 166.48 0 E 4000 -34.3 16.3 0.0 0.0 54.6 4.9 0.0 2.2 0.0 19.2 0.0 0.0 -98.984 17593047.98 4799251.32 166.48 0 E 8000 -42.4 16.3 0.0 0.0 54.6 17.6 0.0 3.0 0.0 20.0 0.0 0.0 -121.2


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)90 17593049.57 4799249.83 166.42 0 D 32 32.3 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -12.190 17593049.57 4799249.83 166.42 0 D 63 45.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.2 0.0 0.0 0.590 17593049.57 4799249.83 166.42 0 D 125 61.6 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.5 0.0 0.0 15.290 17593049.57 4799249.83 166.42 0 D 250 62.1 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.4 0.0 0.0 13.890 17593049.57 4799249.83 166.42 0 D 500 69.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.7 0.0 0.0 18.790 17593049.57 4799249.83 166.42 0 D 1000 71.7 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.5 0.0 0.0 17.990 17593049.57 4799249.83 166.42 0 D 2000 71.9 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.4 0.0 0.0 13.790 17593049.57 4799249.83 166.42 0 D 4000 65.7 16.3 0.0 0.0 54.6 5.0 0.0 2.2 0.0 20.1 0.0 0.0 0.190 17593049.57 4799249.83 166.42 0 D 8000 57.6 16.3 0.0 0.0 54.6 17.8 0.0 3.0 0.0 24.5 0.0 0.0 -26.090 17593049.57 4799249.83 166.42 0 N 32 -67.7 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -112.190 17593049.57 4799249.83 166.42 0 N 63 -54.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.2 0.0 0.0 -99.590 17593049.57 4799249.83 166.42 0 N 125 -38.4 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.5 0.0 0.0 -84.890 17593049.57 4799249.83 166.42 0 N 250 -37.9 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.4 0.0 0.0 -86.290 17593049.57 4799249.83 166.42 0 N 500 -30.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.7 0.0 0.0 -81.390 17593049.57 4799249.83 166.42 0 N 1000 -28.3 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.5 0.0 0.0 -82.190 17593049.57 4799249.83 166.42 0 N 2000 -28.1 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.4 0.0 0.0 -86.390 17593049.57 4799249.83 166.42 0 N 4000 -34.3 16.3 0.0 0.0 54.6 5.0 0.0 2.2 0.0 20.1 0.0 0.0 -99.990 17593049.57 4799249.83 166.42 0 N 8000 -42.4 16.3 0.0 0.0 54.6 17.8 0.0 3.0 0.0 24.5 0.0 0.0 -126.090 17593049.57 4799249.83 166.42 0 E 32 -67.7 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -112.190 17593049.57 4799249.83 166.42 0 E 63 -54.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.2 0.0 0.0 -99.590 17593049.57 4799249.83 166.42 0 E 125 -38.4 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.5 0.0 0.0 -84.890 17593049.57 4799249.83 166.42 0 E 250 -37.9 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.4 0.0 0.0 -86.290 17593049.57 4799249.83 166.42 0 E 500 -30.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.7 0.0 0.0 -81.390 17593049.57 4799249.83 166.42 0 E 1000 -28.3 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.5 0.0 0.0 -82.190 17593049.57 4799249.83 166.42 0 E 2000 -28.1 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.4 0.0 0.0 -86.390 17593049.57 4799249.83 166.42 0 E 4000 -34.3 16.3 0.0 0.0 54.6 5.0 0.0 2.2 0.0 20.1 0.0 0.0 -99.990 17593049.57 4799249.83 166.42 0 E 8000 -42.4 16.3 0.0 0.0 54.6 17.8 0.0 3.0 0.0 24.5 0.0 0.0 -126.095 17593077.77 4799279.87 176.92 0 D 32 32.3 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 7.9 0.0 0.0 -9.695 17593077.77 4799279.87 176.92 0 D 63 45.5 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 8.0 0.0 0.0 3.595 17593077.77 4799279.87 176.92 0 D 125 61.6 16.3 0.0 0.0 52.7 0.1 4.6 1.0 0.0 0.6 0.0 0.0 19.0


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)95 17593077.77 4799279.87 176.92 0 D 250 62.1 16.3 0.0 0.0 52.7 0.1 4.3 1.3 0.0 1.4 0.0 0.0 18.695 17593077.77 4799279.87 176.92 0 D 500 69.5 16.3 0.0 0.0 52.7 0.2 0.2 1.6 0.0 6.8 0.0 0.0 24.295 17593077.77 4799279.87 176.92 0 D 1000 71.7 16.3 0.0 0.0 52.7 0.4 0.0 2.0 0.0 9.3 0.0 0.0 23.695 17593077.77 4799279.87 176.92 0 D 2000 71.9 16.3 0.0 0.0 52.7 1.2 0.0 2.6 0.0 11.9 0.0 0.0 19.895 17593077.77 4799279.87 176.92 0 D 4000 65.7 16.3 0.0 0.0 52.7 4.0 0.0 2.9 0.0 14.6 0.0 0.0 7.895 17593077.77 4799279.87 176.92 0 D 8000 57.6 16.3 0.0 0.0 52.7 14.2 0.0 3.9 0.0 17.4 0.0 0.0 -14.495 17593077.77 4799279.87 176.92 0 N 32 -67.7 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 7.9 0.0 0.0 -109.695 17593077.77 4799279.87 176.92 0 N 63 -54.5 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 8.0 0.0 0.0 -96.595 17593077.77 4799279.87 176.92 0 N 125 -38.4 16.3 0.0 0.0 52.7 0.1 4.6 1.0 0.0 0.6 0.0 0.0 -81.095 17593077.77 4799279.87 176.92 0 N 250 -37.9 16.3 0.0 0.0 52.7 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.495 17593077.77 4799279.87 176.92 0 N 500 -30.5 16.3 0.0 0.0 52.7 0.2 0.2 1.6 0.0 6.8 0.0 0.0 -75.895 17593077.77 4799279.87 176.92 0 N 1000 -28.3 16.3 0.0 0.0 52.7 0.4 0.0 2.0 0.0 9.3 0.0 0.0 -76.495 17593077.77 4799279.87 176.92 0 N 2000 -28.1 16.3 0.0 0.0 52.7 1.2 0.0 2.6 0.0 11.9 0.0 0.0 -80.295 17593077.77 4799279.87 176.92 0 N 4000 -34.3 16.3 0.0 0.0 52.7 4.0 0.0 2.9 0.0 14.6 0.0 0.0 -92.295 17593077.77 4799279.87 176.92 0 N 8000 -42.4 16.3 0.0 0.0 52.7 14.2 0.0 3.9 0.0 17.4 0.0 0.0 -114.495 17593077.77 4799279.87 176.92 0 E 32 -67.7 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 7.9 0.0 0.0 -109.695 17593077.77 4799279.87 176.92 0 E 63 -54.5 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 8.0 0.0 0.0 -96.595 17593077.77 4799279.87 176.92 0 E 125 -38.4 16.3 0.0 0.0 52.7 0.1 4.6 1.0 0.0 0.6 0.0 0.0 -81.095 17593077.77 4799279.87 176.92 0 E 250 -37.9 16.3 0.0 0.0 52.7 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.495 17593077.77 4799279.87 176.92 0 E 500 -30.5 16.3 0.0 0.0 52.7 0.2 0.2 1.6 0.0 6.8 0.0 0.0 -75.895 17593077.77 4799279.87 176.92 0 E 1000 -28.3 16.3 0.0 0.0 52.7 0.4 0.0 2.0 0.0 9.3 0.0 0.0 -76.495 17593077.77 4799279.87 176.92 0 E 2000 -28.1 16.3 0.0 0.0 52.7 1.2 0.0 2.6 0.0 11.9 0.0 0.0 -80.295 17593077.77 4799279.87 176.92 0 E 4000 -34.3 16.3 0.0 0.0 52.7 4.0 0.0 2.9 0.0 14.6 0.0 0.0 -92.295 17593077.77 4799279.87 176.92 0 E 8000 -42.4 16.3 0.0 0.0 52.7 14.2 0.0 3.9 0.0 17.4 0.0 0.0 -114.4


(m) (m) (m) (Hz) dB(A) dB (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) (dB) dB(A)99 17593077.87 4799279.79 176.91 0 D 32 32.3 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 7.9 0.0 0.0 -9.699 17593077.87 4799279.79 176.91 0 D 63 45.5 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 8.0 0.0 0.0 3.599 17593077.87 4799279.79 176.91 0 D 125 61.6 16.3 0.0 0.0 52.7 0.1 4.6 1.0 0.0 0.6 0.0 0.0 19.099 17593077.87 4799279.79 176.91 0 D 250 62.1 16.3 0.0 0.0 52.7 0.1 4.3 1.3 0.0 1.4 0.0 0.0 18.599 17593077.87 4799279.79 176.91 0 D 500 69.5 16.3 0.0 0.0 52.7 0.2 0.2 1.6 0.0 6.8 0.0 0.0 24.299 17593077.87 4799279.79 176.91 0 D 1000 71.7 16.3 0.0 0.0 52.7 0.4 0.0 2.0 0.0 9.3 0.0 0.0 23.699 17593077.87 4799279.79 176.91 0 D 2000 71.9 16.3 0.0 0.0 52.7 1.2 0.0 2.6 0.0 11.9 0.0 0.0 19.899 17593077.87 4799279.79 176.91 0 D 4000 65.7 16.3 0.0 0.0 52.7 4.0 0.0 2.9 0.0 14.6 0.0 0.0 7.899 17593077.87 4799279.79 176.91 0 D 8000 57.6 16.3 0.0 0.0 52.7 14.3 0.0 3.9 0.0 17.4 0.0 0.0 -14.499 17593077.87 4799279.79 176.91 0 N 32 -67.7 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 7.9 0.0 0.0 -109.699 17593077.87 4799279.79 176.91 0 N 63 -54.5 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 8.0 0.0 0.0 -96.599 17593077.87 4799279.79 176.91 0 N 125 -38.4 16.3 0.0 0.0 52.7 0.1 4.6 1.0 0.0 0.6 0.0 0.0 -81.099 17593077.87 4799279.79 176.91 0 N 250 -37.9 16.3 0.0 0.0 52.7 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.599 17593077.87 4799279.79 176.91 0 N 500 -30.5 16.3 0.0 0.0 52.7 0.2 0.2 1.6 0.0 6.8 0.0 0.0 -75.899 17593077.87 4799279.79 176.91 0 N 1000 -28.3 16.3 0.0 0.0 52.7 0.4 0.0 2.0 0.0 9.3 0.0 0.0 -76.499 17593077.87 4799279.79 176.91 0 N 2000 -28.1 16.3 0.0 0.0 52.7 1.2 0.0 2.6 0.0 11.9 0.0 0.0 -80.299 17593077.87 4799279.79 176.91 0 N 4000 -34.3 16.3 0.0 0.0 52.7 4.0 0.0 2.9 0.0 14.6 0.0 0.0 -92.299 17593077.87 4799279.79 176.91 0 N 8000 -42.4 16.3 0.0 0.0 52.7 14.3 0.0 3.9 0.0 17.4 0.0 0.0 -114.499 17593077.87 4799279.79 176.91 0 E 32 -67.7 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 7.9 0.0 0.0 -109.699 17593077.87 4799279.79 176.91 0 E 63 -54.5 16.3 0.0 0.0 52.7 0.0 -3.0 0.7 0.0 8.0 0.0 0.0 -96.599 17593077.87 4799279.79 176.91 0 E 125 -38.4 16.3 0.0 0.0 52.7 0.1 4.6 1.0 0.0 0.6 0.0 0.0 -81.099 17593077.87 4799279.79 176.91 0 E 250 -37.9 16.3 0.0 0.0 52.7 0.1 4.3 1.3 0.0 1.4 0.0 0.0 -81.599 17593077.87 4799279.79 176.91 0 E 500 -30.5 16.3 0.0 0.0 52.7 0.2 0.2 1.6 0.0 6.8 0.0 0.0 -75.899 17593077.87 4799279.79 176.91 0 E 1000 -28.3 16.3 0.0 0.0 52.7 0.4 0.0 2.0 0.0 9.3 0.0 0.0 -76.499 17593077.87 4799279.79 176.91 0 E 2000 -28.1 16.3 0.0 0.0 52.7 1.2 0.0 2.6 0.0 11.9 0.0 0.0 -80.299 17593077.87 4799279.79 176.91 0 E 4000 -34.3 16.3 0.0 0.0 52.7 4.0 0.0 2.9 0.0 14.6 0.0 0.0 -92.299 17593077.87 4799279.79 176.91 0 E 8000 -42.4 16.3 0.0 0.0 52.7 14.3 0.0 3.9 0.0 17.4 0.0 0.0 -114.4

105 17593049.64 4799249.76 166.42 0 D 32 32.3 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 8.6 0.0 0.0 -12.1105 17593049.64 4799249.76 166.42 0 D 63 45.5 16.3 0.0 0.0 54.6 0.0 -3.0 0.5 0.0 9.2 0.0 0.0 0.5105 17593049.64 4799249.76 166.42 0 D 125 61.6 16.3 0.0 0.0 54.6 0.1 4.8 0.7 0.0 2.5 0.0 0.0 15.2105 17593049.64 4799249.76 166.42 0 D 250 62.1 16.3 0.0 0.0 54.6 0.2 4.5 1.0 0.0 4.4 0.0 0.0 13.8105 17593049.64 4799249.76 166.42 0 D 500 69.5 16.3 0.0 0.0 54.6 0.3 0.2 1.2 0.0 10.7 0.0 0.0 18.7105 17593049.64 4799249.76 166.42 0 D 1000 71.7 16.3 0.0 0.0 54.6 0.6 0.0 1.5 0.0 13.5 0.0 0.0 17.9105 17593049.64 4799249.76 166.42 0 D 2000 71.9 16.3 0.0 0.0 54.6 1.5 0.0 2.0 0.0 16.5 0.0 0.0 13.6105 17593049.64 4799249.76 166.42 0 D 4000 65.7 16.3 0.0 0.0 54.6 5.0 0.0 2.2 0.0 20.2 0.0 0.0 -0.1

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