Appendix H - Noise Impact Analysis - Downtown Anaheim (39)

Downtown Anaheim 39 Project

Appendix H

Noise Impact Analysis

NOISE IMPACT ANALYSIS

DOWNTOWN ANAHEIM 39 PROJECT

CITY OF ANAHEIM

LEAD AGENCY: CITY OF ANAHEIM

PREPARED BY:

VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY

LAGUNA BEACH, CALIFORNIA 92651 MARISA JUE

GREG TONKOVICH, INCE TELEPHONE (949) 510-5355 FACSIMILE (949) 494-3150

PROJECT NO. 17100

NOVEMBER 30, 2018

Downtown Anaheim 39 Project, Noise Impact Analysis City of Anaheim

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TABLE OF CONTENTS

1.0 Introduction .................................................................................................................................... 1

1.1 Purpose of Analysis and Study Objectives ................................................................................ 1 1.2 Site Location and Study Area .................................................................................................... 1 1.3 Proposed Project Description ..................................................................................................... 1 1.4 Standard Noise Regulatory Conditions ...................................................................................... 1 1.5 Summary of Analysis Results .................................................................................................... 2 1.6 Project Design Features Incorporated into the Proposed Project ............................................... 3 1.7 Mitigation Measures for the Proposed Project ........................................................................... 3

2.0 Noise Fundamentals ....................................................................................................................... 6

2.1 Noise Descriptors ....................................................................................................................... 6 2.2 Tone Noise ................................................................................................................................. 6 2.3 Noise Propagation ...................................................................................................................... 6 2.4 Ground Absorption .................................................................................................................... 7

3.0 Ground-Borne Vibration Fundamentals ..................................................................................... 8

3.1 Vibration Descriptors ................................................................................................................. 8 3.2 Vibration Perception .................................................................................................................. 8 3.3 Vibration Propagation ................................................................................................................ 8

4.0 Regulatory Setting ......................................................................................................................... 9

4.1 Federal Regulations ................................................................................................................... 9 4.2 State Regulations ....................................................................................................................... 9 4.3 Local Regulations .................................................................................................................... 10

5.0 Existing Noise and Vibration Conditions................................................................................... 14

5.1 Noise Measurements ................................................................................................................ 14 5.2 Vibration Measurements .......................................................................................................... 15

6.0 Modeling Parameters and Assumptions .................................................................................... 18

6.1 Construction Noise................................................................................................................... 18 6.2 Operations-Related Noise ........................................................................................................ 19 6.3 Exterior to Interior Attenuation Rates for the Proposed Townhomes ...................................... 23 6.4 Vibration .................................................................................................................................. 24

7.0 Impact Analysis ............................................................................................................................ 25

7.1 CEQA Thresholds of Significance ........................................................................................... 25 7.2 Generation of Noise Levels in Excess of Standards ................................................................ 25 7.3 Generation of Excessive Groundborne Vibration .................................................................... 30 7.4 Permanent Noise Level Increase .............................................................................................. 31 7.5 Temporary Noise Level Increase ............................................................................................. 33 7.6 Aircraft Noise .......................................................................................................................... 34

8.0 References ..................................................................................................................................... 35


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TABLE OF CONTENTS CONTINUED

APPENDIX Appendix A – Field Noise Measurements Photo Index

Appendix B – Field Noise Measurements Printouts

Appendix C – Field Vibration Measurements Photo Index

Appendix D - SoundPlan Model Existing Noise Calculations

Appendix E – Proposed Townhomes Exterior to Interior Attenuation Calculations

Appendix F – SoundPlan Model With Project Noise Calculations

Appendix G – FHWA Model Traffic Noise Contour Calculations

Appendix H – RCNM Model Construction Noise Calculations


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LIST OF FIGURES

Figure 1 – Project Location Map .................................................................................................................. 4

Figure 2 – Proposed Site Plan ....................................................................................................................... 5

Figure 3 – Field Noise Measurements Graph ............................................................................................. 17

Figure 4 – Mitigated With Project Noise Contours .................................................................................... 27

LIST OF TABLES

Table A – Existing (Ambient) Noise Level Measurements ........................................................................ 15

Table B – Vibration Measurements during Train Pass-bys ........................................................................ 16

Table C – Construction Equipment Noise Emissions and Usage Factors................................................... 18

Table D – SoundPlan Model Railroad Parameters ..................................................................................... 20

Table E – SoundPlan Model Calibration to Existing Noise Levels ............................................................ 20

Table F – FHWA Model Roadway Parameters .......................................................................................... 21

Table G – FHWA Model Average Daily Traffic Volumes ......................................................................... 22

Table H – Roadway Vehicle Mixes ............................................................................................................ 23

Table I – Exterior to Interior Residential Townhomes Rooms Noise Reduction Rates .............................. 24

Table J – Vibration Source Levels for Construction Equipment ................................................................ 24

Table K – Proposed Common Recreation Areas Exterior Noise Levels .................................................... 26

Table L – Proposed Townhomes Interior Noise Levels .............................................................................. 28

Table M – Existing Project Traffic Noise Contributions ............................................................................ 32

Table N – Year 2021 Cumulative Projects Conditions Project Traffic Noise Contributions ..................... 33

Table O – Worst Case Construction Noise Levels at Nearest Receptors .................................................... 34


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ACRONYMS AND ABBREVIATIONS

ANSI American National Standards Institute

Caltrans California Department of Transportation

CEQA California Environmental Quality Act

cmu Concrete masonry unit

CNEL Community Noise Equivalent Level

dB Decibel

dBA A-weighted decibels

DOT Department of Transportation

FHWA Federal Highway Administration

FTA Federal Transit Administration

EPA Environmental Protection Agency

Hz Hertz

Ldn Day-night average noise level

Leq Equivalent sound level

Lmax Maximum noise level

ONAC Federal Office of Noise Abatement and Control

OSB Oriented Strand Board

OSHA Occupational Safety and Health Administration

PPV Peak particle velocity

RMS Root mean square

SEL Single Event Level or Sound Exposure Level

STC Sound Transmission Class

UMTA Federal Urban Mass Transit Administration

VdB Vibration velocity level in decibels


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1.0 INTRODUCTION

1.1 Purpose of Analysis and Study Objectives

This Noise Impact Analysis has been prepared to determine the noise impacts associated with the proposed Downtown Anaheim 39 project (proposed project). The following is provided in this report:

A description of the study area and the proposed project;

Information regarding the fundamentals of noise;

Information regarding the fundamentals of vibration;

A description of the local noise guidelines and standards;

An evaluation of the current noise environment;

An analysis of the potential short-term construction-related noise impacts from the proposed project; and,

An analysis of long-term operations-related noise impacts from the proposed project.

1.2 Site Location and Study Area

The project site is located in the northern portion of the City of Anaheim (City) at 740 East La Palma Avenue. The approximately 1.57-acre project site is currently utilized as an RV storage lot. The project site is bounded by public right-of-way for North Street and residential and RV storage uses to the north, the BNSF railway and residential uses to the east, industrial and residential uses to the south, and a public alleyway and residential uses to the west. The project study area is shown in Figure 1.

Sensitive Receptors in Project Vicinity The nearest sensitive receptors to the project site are the single-family homes located as near as 20 feet west of the project site. There are also residential apartment units located on the east side of the railway, as near as 90 feet east of the project site. The nearest school to the project site is Thomas Edison Elementary School, which is located as near as 0.8 mile northeast of the project site.

1.3 Proposed Project Description

The proposed project would consist of the development of 39 three-story townhomes with 78 garage parking spaces and 28 open parking spaces for a total of 106 parking spaces on the project site. The proposed site plan is shown in Figure 2.

1.4 Standard Noise Regulatory Conditions

The proposed project will be required to comply with the following regulatory conditions from the City of Anaheim and State of California.

City of Anaheim Municipal Code The following lists the City of Anaheim Municipal Code regulations that are applicable to all development projects in the City.


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Section 6.70.010 Sound Pressure Levels – Construction Limits

Section 6.70.010 of the City’s Municipal Code restricts noise levels to 60 dBA at any point on the property line. Section 6.70.010 exempts construction noise that occurs between 7:00 a.m. and 7:00 p.m. from the 60 dBA stationary noise standard. Compliance with this regulation will reduce the construction-related noise impacts to the nearby sensitive receptors.

Section 18.40.090 Sound Attenuation for Residential Developments

Section 18.40.090 of the Municipal Code requires that residential developments that are constructed within 600 feet of any railroad, freeway or arterial roadway be analyzed to determine if the noise levels would exceed 65 dBA CNEL within common recreation areas or 45 dBA CNEL at the interior of the proposed townhomes. Compliance with this regulation will reduce operational noise impacts to the future residents of the proposed townhomes.

State of California Rules The following lists the State of California rules that are applicable to all industrial projects in the State.

California Vehicle Code Section 27200-27207 – On-Road Vehicle Noise

California Vehicle Code Section 27200-27207 provides noise limits for vehicles operated in California. For vehicles over 10,000 pounds noise is limited to 88 dB for vehicles manufactured before 1973, 86 dB for vehicles manufactured before 1975, 83 dB for vehicles manufactured before 1988, and 80 dB for vehicles manufactured after 1987. All measurements are based at 50 feet from the vehicle.

California Vehicle Section 38365-38380 – Off-Road Vehicle Noise

California Vehicle Code Section 38365-38380 provides noise limits for off-highway motor vehicles operated in California. 92 dBA for vehicles manufactured before 1973, 88 dBA for vehicles manufactured before 1975, 86 dBA for vehicles manufactured before 1986, and 82 dBA for vehicles manufactured after December 31, 1985. All measurements are based at 50 feet from the vehicle.

1.5 Summary of Analysis Results

The following is a summary of the proposed project’s impacts with regard to the State CEQA Guidelines noise checklist questions.

Expose persons to noise levels in excess of standards? Potentially significant impact. Implementation of Mitigation Measures 1 and 2 would reduce the impact to less than significant levels.

Expose persons to excessive groundborne vibration? Less than significant impact.

Result in a substantial permanent increase in ambient noise levels above existing levels without the proposed project? Less than significant impact.

Result in a substantial temporary increase in ambient noise levels above existing levels without the proposed project? Less than significant impact.


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Expose persons to excessive noise levels from aircraft? Less than significant impact.

1.6 Project Design Features Incorporated into the Proposed Project

This analysis was based on implementation of the following project design features that are either already depicted on the proposed project site plan and architectural plans or are required from City and State Regulations.

Project Design Feature 1: The project applicant shall construct 6-foot high solid walls on the northern and southern property lines and between the proposed structures and the northern and southern walls on the eastern property line. The walls shall be constructed with concrete masonry units (cmu) and be free of cutouts or openings.

Project Design Feature 2: The project applicant shall provide a “windows closed” condition for each proposed residential townhome. A “window closed” condition requires a means of mechanical ventilation per Chapter 12, Section 1205 of the Uniform Building Code. This shall be achieved with a standard forced air conditioning and heating system with a filtered outside air intake vent for each residential unit.

1.7 Mitigation Measures for the Proposed Project

This analysis found that through adherence to the noise and vibration regulations detailed in Section 1.4 above and through implementation of the following mitigation all noise and vibration impacts would be reduced to less than significant levels.

Mitigation Measure 1: The project applicant shall construct a minimum 10-foot high wall (measured from railway side of wall, which would be approximately 12 feet high on the project site, due to the proposed grade difference) that runs from the northeast corner along the eastern property line to the northeast corner of the northernmost building and extends a minimum of 55 feet to the west along the northern property line from the northeast corner of the project site. The sound wall shall be constructed with concrete masonry units (cmu) that are free of any cutouts or openings.

Mitigation Measure 2: The project applicant shall require acoustic performance dual pane windows that have a minimum Sound Transmission Class (STC) rating of 37 STC to be installed on all bedroom windows that are located on the north, east and south sides of the proposed townhomes.

Figure 1Project Location MapVISTA ENVIRONMENTAL

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2.0 NOISE FUNDAMENTALS

Noise is defined as unwanted sound. Sound becomes unwanted when it interferes with normal activities, when it causes actual physical harm or when it has adverse effects on health. Sound is produced by the vibration of sound pressure waves in the air. Sound pressure levels are used to measure the intensity of sound and are described in terms of decibels. The decibel (dB) is a logarithmic unit which expresses the ratio of the sound pressure level being measured to a standard reference level. A-weighted decibels (dBA) approximate the subjective response of the human ear to a broad frequency noise source by discriminating against very low and very high frequencies of the audible spectrum. They are adjusted to reflect only those frequencies which are audible to the human ear.

2.1 Noise Descriptors

Noise Equivalent sound levels are not measured directly, but are calculated from sound pressure levels typically measured in A-weighted decibels (dBA). The equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a time varying signal over a given sample period. The peak traffic hour Leq is the noise metric used by California Department of Transportation (Caltrans) for all traffic noise impact analyses.

The Day-Night Average Level (Ldn) is the weighted average of the intensity of a sound, with corrections for time of day, and averaged over 24 hours. The time of day corrections require the addition of ten decibels to sound levels at night between 10 p.m. and 7 a.m. While the Community Noise Equivalent Level (CNEL) is similar to the Ldn, except that it has another addition of 4.77 decibels to sound levels during the evening hours between 7 p.m. and 10 p.m. These additions are made to the sound levels at these time periods because during the evening and nighttime hours, when compared to daytime hours, there is a decrease in the ambient noise levels, which creates an increased sensitivity to sounds. For this reason the sound appears louder in the evening and nighttime hours and is weighted accordingly. The City of Anaheim relies on the CNEL noise standard to assess transportation-related impacts on noise sensitive land uses.

2.2 Tone Noise

A pure tone noise is a noise produced at a single frequency and laboratory tests have shown that humans are more perceptible to changes in noise levels of a pure tone. For a noise source to contain a “pure tone,” there must be a significantly higher A-weighted sound energy in a given frequency band than in the neighboring bands, thereby causing the noise source to “stand out” against other noise sources. A pure tone occurs if the sound pressure level in the one-third octave band with the tone exceeds the average of the sound pressure levels of the two contiguous one-third octave bands by:

5 dB for center frequencies of 500 hertz (Hz) and above 8 dB for center frequencies between 160 and 400 Hz 15 dB for center frequencies of 125 Hz or less

2.3 Noise Propagation

From the noise source to the receiver, noise changes both in level and frequency spectrum. The most obvious is the decrease in noise as the distance from the source increases. The manner in which noise reduces with distance depends on whether the source is a point or line source as well as ground absorption, atmospheric effects and refraction, and shielding by natural and manmade features. Sound from point sources, such as air conditioning condensers, radiate uniformly outward as it travels away from the source in a spherical pattern. The noise drop-off rate associated with this geometric spreading is 6 dBA per each doubling of the distance (dBA/DD). Transportation noise sources such as roadways are typically analyzed


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as line sources, since at any given moment the receiver may be impacted by noise from multiple vehicles at various locations along the roadway. Because of the geometry of a line source, the noise drop-off rate associated with the geometric spreading of a line source is 3 dBA/DD.

2.4 Ground Absorption

The sound drop-off rate is highly dependent on the conditions of the land between the noise source and receiver. To account for this ground-effect attenuation (absorption), two types of site conditions are commonly used in traffic noise models, soft-site and hard-site conditions. Soft-site conditions account for the sound propagation loss over natural surfaces such as normal earth and ground vegetation. For point sources, a drop-off rate of 7.5 dBA/DD is typically observed over soft ground with landscaping, as compared with a 6.0 dBA/DD drop-off rate over hard ground such as asphalt, concrete, stone and very hard packed earth. For line sources a 4.5 dBA/DD is typically observed for soft-site conditions compared to the 3.0 dBA/DD drop-off rate for hard-site conditions. Caltrans research has shown that the use of soft-site conditions is more appropriate for the application of the Federal Highway Administration (FHWA) traffic noise prediction model used in this analysis.


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3.0 GROUND-BORNE VIBRATION FUNDAMENTALS

Ground-borne vibrations consist of rapidly fluctuating motions within the ground that have an average motion of zero. The effects of ground-borne vibrations typically only cause a nuisance to people, but at extreme vibration levels damage to buildings may occur. Although ground-borne vibration can be felt outdoors, it is typically only an annoyance to people indoors where the associated effects of the shaking of a building can be notable. Ground-borne noise is an effect of ground-borne vibration and only exists indoors, since it is produced from noise radiated from the motion of the walls and floors of a room and may also consist of the rattling of windows or dishes on shelves.

3.1 Vibration Descriptors

There are several different methods that are used to quantify vibration amplitude such as the maximum instantaneous peak in the vibrations velocity, which is known as the peak particle velocity (PPV) or the root mean square (rms) amplitude of the vibration velocity. Due to the typically small amplitudes of vibrations, vibration velocity is often expressed in decibels and is denoted as (Lv) and is based on the rms velocity amplitude. A commonly used abbreviation is “VdB”, which in this text, is when Lv is based on the reference quantity of 1 micro inch per second.

3.2 Vibration Perception

Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower. These continuous vibrations are not noticeable to humans whose threshold of perception is around 65 VdB. Off-site sources that may produce perceptible vibrations are usually caused by construction equipment, steel-wheeled trains, and traffic on rough roads, while smooth roads rarely produce perceptible ground-borne noise or vibration.

3.3 Vibration Propagation

The propagation of ground-borne vibration is not as simple to model as airborne noise. This is due to the fact that noise in the air travels through a relatively uniform median, while ground-borne vibrations travel through the earth which may contain significant geological differences. There are three main types of vibration propagation; surface, compression, and shear waves. Surface waves, or Rayleigh waves, travel along the ground’s surface. These waves carry most of their energy along an expanding circular wave front, similar to ripples produced by throwing a rock into a pool of water. P-waves, or compression waves, are body waves that carry their energy along an expanding spherical wave front. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion). P-waves are analogous to airborne sound waves. S-waves, or shear waves, are also body waves that carry energy along an expanding spherical wave front. However, unlike P-waves, the particle motion is transverse or “side-to-side and perpendicular to the direction of propagation.”

As vibration waves propagate from a source, the vibration energy decreases in a logarithmic nature and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration source. As stated above, this drop-off rate can vary greatly depending on the soil but has been shown to be effective enough for screening purposes, in order to identify potential vibration impacts that may need to be studied through actual field tests.


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4.0 REGULATORY SETTING

The project site is located in the City of Anaheim. Noise regulations are addressed through the efforts of various federal, state, and local government agencies. The agencies responsible for regulating noise are discussed below.

4.1 Federal Regulations

The adverse impact of noise was officially recognized by the federal government in the Noise Control Act of 1972, which serves three purposes:

Promulgating noise emission standards for interstate commerce

Assisting state and local abatement efforts

Promoting noise education and research The Federal Office of Noise Abatement and Control (ONAC) was initially tasked with implementing the Noise Control Act. However, the ONAC has since been eliminated, leaving the development of federal noise policies and programs to other federal agencies and interagency committees. For example, the Occupational Safety and Health Administration (OSHA) agency prohibits exposure of workers to excessive sound levels. The Department of Transportation (DOT) assumed a significant role in noise control through its various operating agencies. The Federal Aviation Administration (FAA) regulates noise of aircraft and airports. Surface transportation system noise is regulated by a host of agencies, including the Federal Transit Administration (FTA). Transit noise is regulated by the federal Urban Mass Transit Administration (UMTA), while freeways that are part of the interstate highway system are regulated by the Federal Highway Administration (FHWA). Finally, the federal government actively advocates that local jurisdictions use their land use regulatory authority to arrange new development in such a way that “noise sensitive” uses are either prohibited from being sited adjacent to a highway or, alternately that the developments are planned and constructed in such a manner that potential noise impacts are minimized.

Since the federal government has preempted the setting of standards for noise levels that can be emitted by the transportation sources, the City is restricted to regulating the noise generated by the transportation system through nuisance abatement ordinances and land use planning.

4.2 State Regulations

Noise Standards California Department of Health Services Office of Noise Control

Established in 1973, the California Department of Health Services Office of Noise Control (ONC) was instrumental in developing regularity tools to control and abate noise for use by local agencies. One significant model is the “Land Use Compatibility for Community Noise Environments Matrix,” which allows the local jurisdiction to clearly delineate compatibility of sensitive uses with various incremental levels of noise.

California Noise Insulation Standards

Title 24, Chapter 1, Article 4 of the California Administrative Code (California Noise Insulation Standards) requires noise insulation in new hotels, motels, apartment houses, and dwellings (other than single-family detached housing) that provides an annual average noise level of no more than 45 dBA CNEL. When such structures are located within a 60-dBA CNEL (or greater) noise contour, an acoustical analysis is required to ensure that interior levels do not exceed the 45-dBA CNEL annual threshold. In addition, Title 21,


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Chapter 6, Article 1 of the California Administrative Code requires that all habitable rooms, hospitals, convalescent homes, and places of worship shall have an interior CNEL of 45 dB or less due to aircraft noise.

Government Code Section 65302

Government Code Section 65302 mandates that the legislative body of each county and city in California adopt a noise element as part of its comprehensive general plan. The local noise element must recognize the land use compatibility guidelines published by the State Department of Health Services. The guidelines rank noise land use compatibility in terms of normally acceptable, conditionally acceptable, normally unacceptable, and clearly unacceptable.

Vibration Standards Title 14 of the California Administrative Code Section 15000 requires that all state and local agencies implement the California Environmental Quality Act (CEQA) Guidelines, which requires the analysis of exposure of persons to excessive groundborne vibration. However, no statute has been adopted by the state that quantifies the level at which excessive groundborne vibration occurs.

Caltrans issued the Transportation- and Construction-Induced Vibration Guidance Manual in 2004. The manual provides practical guidance to Caltrans engineers, planners, and consultants who must address vibration issues associated with the construction, operation, and maintenance of Caltrans projects. However, this manual is also used as a reference point by many lead agencies and CEQA practitioners throughout California, as it provides numeric thresholds for vibration impacts. Thresholds are established for continuous (construction-related) and transient (transportation-related) sources of vibration, which found that the human response becomes distinctly perceptible at 0.25 inch per second PPV for transient sources and 0.04 inch per second PPV for continuous sources.

4.3 Local Regulations

The City of Anaheim General Plan and Municipal Code establishes the following applicable policies related to noise and vibration.

City of Anaheim General Plan The following applicable goals and policies to the proposed project are from the Noise Element of the General Plan.

Goal 1.1: Protect sensitive land uses from excessive noise through diligent planning and regulation.

Policies 2) Continue to enforce acceptable noise standards consistent with health and quality of life goals and

employ effective techniques of noise abatement through such means as a noise ordinance, building codes, and subdivision and zoning regulations.

3) Consider the compatibility of proposed land uses with the noise environment when preparing, revising or reviewing development proposals.

4) Require mitigation where sensitive uses are to be placed along transportation routes to ensure that noise levels are minimized through appropriate means of mitigation thereby maintaining quality of life standards.

5) Encourage proper site planning and architecture to reduce noise impacts.


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6) Discourage the siting of sensitive uses in areas in excess of 65 dBA CNEL without appropriate mitigation.

7) Require that site-specific noise studies be conducted by a qualified acoustic consultant utilizing acceptable methodologies while reviewing the development of sensitive land uses or development that has the potential to impact sensitive land uses.

Goal 2.1: Encourage the reduction of noise from transportation-related noise sources such as motor vehicles, aircraft operations, and railroad movements.

Policies 3) Require that development generating increased traffic and subsequent increases in the ambient

noise level adjacent to noise-sensitive land uses provide appropriate mitigation measures.

5) Require sound walls, berms and landscaping along existing and future freeways and railroad right-of-way to beautify the landscape and reduce noise, where appropriate.

11) Encourage the development of alternative transportation modes that minimize noise within residential areas.

Goal 3.1: Protect residents from the effects of “spill over” or nuisance noise emanating from the City’s activity centers.

Policies 3) Enforce standards to regulate noise from construction activities. Particular emphasis shall be placed

on the restriction of the hours in which work other than emergency work may occur. Discourage construction on weekends or holidays except in the case of construction proximate to schools where these operations could disturb the classroom environment.

4) Require that construction equipment operate with mufflers and intake silencers no less effective than originally equipped.

5) Encourage the use of portable noise barriers for heavy equipment operations performed within 100 feet of existing residences or make applicant provide evidence as to why the use of such barriers is infeasible.

City of Anaheim Municipal Code The City of Anaheim Municipal Code establishes the following applicable standards related to noise.

6.70.010 Established.

Sound produced in excess of the sound pressure levels permitted herein is hereby determined to be objectionable and constitute an infringement upon the right and quiet enjoyment of property in this City.

No person shall within the City create any sound radiated for extended periods from any premises which produces a sound pressure level at any point on the property line in excess of sixty decibels (Re 0.0002 Microbar) read on the A-scale of a sound level meter. Readings shall be taken in accordance with the instrument manufacturer’s instructions, using the slowest meter response.

The sound level measuring microphone shall be placed at any point on the property line, but not closer than three (3) feet from any wall and not less than three (3) feet above the ground, where the above listed


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maximum sound pressure level shall apply. At any point the measured level shall be the average of not less than three (3) readings taken at two (2) minute intervals. To have valid readings, the levels must be five (5) decibels or more above the levels prevailing at the same point when the source’s of the alleged objectionable sound are not operating.

Sound pressure levels shall be measured with a sound level meter manufactured according to American Standard S1.4-1961 published by the American Standards Association, Inc., New York City, New York.

Traffic sound created by emergency activities and sound created by governmental units or their contractors shall be exempt from the applications of this chapter. Sound created by construction or building repair of any premises within the City shall be exempt from the applications of this chapter during the hours of 7:00 a.m. to 7:00 p.m. Additional work hours may be permitted if deemed necessary by the Director of Public Works or Building Official.

18.40.090 Sound Attenuation for Residential Developments.

.010 Applicability. Residential developments involving the construction of two (2) or more dwelling units, or residential subdivisions resulting in two (2) or more parcels, and located within six hundred (600) feet of any railroad, freeway, expressway, major arterial, primary arterial or secondary arterial, as designated by the Circulation Element of the General Plan, shall comply with the provisions of this section. The construction of an accessory dwelling unit such as a second unit or senior second unit as prescribed in Section 18.38.230 shall not constitute a residential development subject to the provisions of this section.

.020 Study Required. A noise level analysis shall be performed for any new residential development or subdivision to determine the projected interior and exterior noise levels within the development. The study shall include mitigation measures that would be required to comply with applicable City noise standards, as identified in this section. The study shall be provided by the applicant, at its sole expense, to the City at the time of application for development of the residential development or subdivision.

.030 Attenuation. Mitigation measures, without limitation, may include masonry walls, an earthen berm or a combination thereof. Masonry walls must comply with the requirements of Chapter 18.46 (Landscaping and Screening). The height of any proposed walls may not exceed the maximum height limitations of the underlying zone, unless a variance is granted by the approval authority, or City Council on appeal, in accordance with the procedures established in Chapter 18.60 (Common Procedures) for the processing of variances.

.040 Single-Family Detached. Exterior noise within the private rear yard of any single family lot and/or within any common recreation areas, shall be attenuated to a maximum of sixty-five (65) dB CNEL. Interior noise levels shall be attenuated to a maximum of forty-five (45) dB CNEL, or to a level designated by the Uniform Building Code, as adopted by the City.

.050 Single-Family Attached or Multiple Family. Exterior noise within common recreation areas of any single-family attached or multiple family dwelling project shall be attenuated to a maximum of sixty-five (65) dB CNEL. Interior noise levels shall be attenuated to a maximum of forty-five (45) dB CNEL, or to a level designated by the Uniform Building Code, as adopted by the City.

.060 Minor Deviations. Notwithstanding any provision of this Code to the contrary, the Planning Commission may grant a deviation from the requirements imposed by subsections .040 and .050 of this section pertaining to exterior noise levels in accordance with the procedures established in Chapter 18.60 (Common Procedures) for the processing of variances except that the findings set forth in Section 18.74.060 (Findings) of Chapter 18.74 (Variances) shall not be required and provided that before any such deviation


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is granted by the Planning Commission, the evidence presented shows that all of the following conditions exist:

.0601 The deviation from prescribed levels does not pertain to interior noise levels;

.0602 The deviation does not exceed five (5) dB CNEL above the prescribed levels for exterior noise; and .0603 Measures to attenuate noise to the prescribed levels would compromise or conflict with the aesthetic value of the project.


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5.0 EXISTING NOISE AND VIBRATION CONDITIONS

To determine the existing noise and vibration levels, noise and vibration measurements have been taken on the project site. The field survey noted that noise and vibration within the proposed project area is generally characterized by train pass-bys on the BNSF Railroad lines that are located adjacent to the project site. The nearest major roadway to the to the project site is La Palma Avenue, which is located as near as 450 feet to the north of the project site. Due to this distance, vehicle noise provides only a minimal contribution to the study areas noise levels.

5.1 Noise Measurements

The following describes the measurement procedures, measurement locations, noise measurement results, and the modeling of the existing noise environment.

Noise Measurement Equipment The noise measurements were taken using two Extech Model 407780 Type 2 integrating sound level meters and two Larson Davis Model LXT1 Type 1 sound level meters. All sound level meters were programed in “slow” mode. The Extech meters recorded the sound pressure level at 3-second intervals and the Larson Davis meters recorded the sound pressure level at 1-second intervals. All sound level meters recorded noise levels for approximately 24 hours in “A” weighted form. In addition, the Leq averaged over the entire measuring time and Lmax were recorded with all sound level meters. The sound level meters and microphones were mounted on power on sign and light poles, trees, or fences approximately six feet above the ground and were equipped with windscreens during all measurements. The Extech sound level meters were calibrated before and after the monitoring using an Extech calibrator, Model 407766 and the Larson Davis meters were calibrated before and after the monitoring using a Larson Davis Cal200 calibrator. All noise level measurement equipment meets American National Standards Institute specifications for sound level meters (S1.4-1983 identified in Chapter 19.68.020.AA).

Noise Measurement Location The noise monitoring locations were selected in order to obtain noise measurements of the current noise levels on the project site. The noise measurement sites were selected to provide a representative sampling of the noise levels created by nearby noise sources. Descriptions of the noise monitoring sites are provided below in Table A. Appendix A includes a photo index of the study area and noise level measurement locations.

Noise Measurement Timing and Climate The noise measurements were recorded between 12:24 p.m. on Wednesday, June 27, 2018 and 1:00 p.m. on Thursday, June 28, 2018. When the noise measurements were started the sky was clear, the temperature was 81 degrees Fahrenheit, the humidity was 55 percent, barometric pressure was 29.72 inches of mercury, and the wind was blowing around three miles per hour. Overnight, the sky was clear and the temperature dropped to 61 degrees Fahrenheit. At the conclusion of the noise measurements, the sky was cloudy, the temperature was 82 degrees Fahrenheit, the humidity was 51 percent, barometric pressure was 29.69 inches of mercury, and the wind was blowing around eight miles per hour.

Noise Measurement Results The results of the noise level measurements are presented in Table A. The measured sound pressure levels in dBA have been used to calculate the minimum and maximum Leq averaged over 1-hour intervals. Table A also shows the Leq, Lmax, and CNEL, based on the entire measurement time. The noise monitoring data printouts are included in Appendix B. Figure 3 shows a graph of the 24-hour noise measurements.


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Table A – Existing (Ambient) Noise Level Measurements

Site No. Site Description

Average (dBA Leq)

Maximum (dBA Lmax)

Min. 1-Hour Interval (dBA

Leq/Time)

Max. 1-Hour Interval (dBA

Leq/Time)

Average (dBA

CNEL)

A

Located on a water tank near the northeast corner of the project site, approximately 5 feet from east property line and 6 feet from north property line

68.8 100.6 40.5

3:38 a.m. 75.1

5:15 p.m. 73.3

B

Located on a mirror of an RV, in the southeastern portion of the project site, approximately 5 feet from east property line and 70 feet from south property line.

69.8 103.6 40.9

12:57 a.m. 76.0

4:42 p.m. 74.2

C

Located on a power pole in the southwestern portion of the project site, approximately 2 feet from west property line and 65 feet from south property line

56.5 88.4 39.0

12:58 a.m. 62.5

4:30 p.m. 62.0

D

Located on a van near the northwest corner of project site, approximately 170 feet east of Mulberry Street curb

61.2 92.4 40.6

3:24 a.m. 67.6

4:44 a.m. 66.2

Source: Noise measurements were taken with two Extech Model 407780 Type 2 and two Larson Davis LXTI Type 1 integrating sound level meters between Wednesday, June 27 and Thursday, June 28, 2018.

5.2 Vibration Measurements

The following describes the measurement procedures, measurement locations, and vibration measurement results.

Vibration Measurement Equipment The vibration measurements were taken using an Instantel Minimate Plus vibration meter with a standard transducer that was equipped with ground spikes. For each measurement, the standard transducer was placed on exposed dirt based on the methodology provided in Minimate Plus Operator Manual, prepared by Instantel, for soft surface installation. This included utilizing a shovel to remove organic material and loose soil from the place of measurement, then pressing the ground spikes so that the standard transducer is located firmly onto the exposed ground, and then placing a sandbag on top of the standard transducer. The vibration measurement equipment meets the USA USBM/OSMRE Frequency Analysis Standards.

Vibration Measurement Locations The vibration monitoring locations were selected in order to obtain vibration measurements of train pass-bys at representative and available locations to the proposed townhomes to the rail lines, where exposed dirt was available to mount the transducer. On December 19, 2017 the vibration monitor was located approximately 10 feet west of the east property line and approximately two feet south of the north property line and On September 13, 2018 the vibration monitor was located approximately 1.5 feet west of the east property line and approximately 10 feet south of the north property line.


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Vibration Measurement Timing The Instantel Minimate Plus vibration meter was programmed to take 60 second measurements with each measurement that was manually started at first sight of a train. The vibration measurements were taken at 10:36 a.m. and at 10:57 a.m. on December 19, 2017 and at 11:57 a.m. and 12:04 p.m. on September 13, 2018.

Vibration Measurement Results The results of the vibration measurements are presented in Table B. Photos of the vibration measurement locations and results are included in Appendix C.

Table B – Vibration Measurements during Train Pass-bys

Train Time and Date of

Measurement VdB Inch per

Second PPV Hertz (Hz)

Acceleration (g)

Vibration Meter Located Approximately 10 feet West of the East Property Line

Amtrak on West Track 10:36 a.m. on 12/19/2017 31.8 0.004 39 0.008

Amtrak on East Track 10:57 a.m. on 12/19/2017 31.9 0.005 37 0.010

Vibration Meter Located Approximately 1.5 foot West of the East Property Line

Amtrak on West Track 11:57 a.m. on 9/13/2018 58.1 0.089 32 0.110

Metrolink on East Track 12:04 p.m. on 9/13/2018 54.9 0.062 27 0.033 Source: Vibration measurements taken with an Instantel Minimate Plus Vibration Meter.

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6.0 MODELING PARAMETERS AND ASSUMPTIONS

6.1 Construction Noise

The noise impacts from construction of the proposed project have been analyzed through use of the FHWA’s Roadway Construction Noise Model (RCNM). The FHWA compiled noise measurement data regarding the noise generating characteristics of several different types of construction equipment used during the Central Artery/Tunnel project in Boston. Table C below provides a list of the construction equipment anticipated to be used for each phase of construction as detailed in Air Quality and Greenhouse Gas Emissions Impact Analysis Downtown Anaheim Project (Air Quality Analysis), prepared by Vista Environmental, July 31, 2018.

Table C – Construction Equipment Noise Emissions and Usage Factors

Equipment Description Number of Equipment

Acoustical Use Factor1 (percent)

Spec 721.560 Lmax at 50 feet2 (dBA, slow3)

Actual Measured Lmax at 50 feet4 (dBA, slow3)

Demolition Concrete/Industrial Saw 1 20 90 90 Rubber Tired Dozer 1 40 85 82 Tractor, Loader, or Backhoe 3 40 84 N/A Grading Grader 1 40 85 83 Rubber Tired Dozer 1 40 85 82 Tractor, Loader or Backhoe5 3 40 84 N/A Building Construction Crane 1 16 85 81 Forklift (Gradall) 1 40 85 83 Generator 1 50 82 81 Welder 3 40 73 74 Tractor, Loader or Backhoe5 1 40 84 N/A Paving Cement & Mortar Mixer6 1 50 80 80 Paver 2 50 85 77 Paving Equipment 2 50 85 77 Roller 2 20 85 80 Architectural Coating Air Compressor 1 40 80 78 Notes: 1 Acoustical use factor is the percentage of time each piece of equipment is operational during a typical workday. 2 Spec 721.560 is the equipment noise level utilized by the RCNM program. 3 The “slow” response averages sound levels over 1-second increments. A “fast” response averages sound levels over 0.125-second increments. 4 Actual Measured is the average noise level measured of each piece of equipment during the Central Artery/Tunnel project in Boston, Massachusetts primarily during the 1990s. 5 For the tractor/loader/backhoe, the tractor noise level was utilized, since it is the loudest of the three types of equipment. 6 For the cement & mortar mixer, the drum mixer noise level was utilized. Source: Federal Highway Administration, 2006 and CalEEMod default equipment mix.

Table C also shows the associated measured noise emissions for each piece of equipment from the RCNM model and measured percentage of typical equipment use per day. Construction noise impacts to the nearby sensitive receptors have been calculated according to the equipment noise levels and usage factors listed in Table C and through use of the RCNM. For each phase of construction, the nearest piece of equipment was


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placed at the shortest distance of the proposed activity to the nearest home and each subsequent piece of equipment was placed an additional 50 feet away

6.2 Operations-Related Noise

The proposed project would result in increases in traffic noise to the nearby roadways as well as introduce new sensitive receptors to the project site. The noise impacts to the proposed townhomes and offsite sensitive receptors were analyzed separately and the modeling procedures are detailed below.

SoundPlan Model Assumptions The onsite noise impacts to the proposed residential townhomes and common recreation areas were analyzed through use of the SoundPlan Version 8.0 noise modeling software. The SoundPlan’s train noise algorithms are based on the Federal Railroad Administration (FRA) High Speed Ground Transportation (HSGT) 2005 Noise Model. The SoundPlan Model requires the input of rail lines and the locations of the noise measurement receivers for the existing conditions. Stationary noise sources with associated frequency spectrums, sound barriers, terrain contour lines, building placement, and specific ground coverage zones may be incorporated as well. The site plan and aerial photos were used to determine the placement of nearby roads in the project vicinity and the topographical lines from the grading plan were utilized to develop elevation contours of the project vicinity in the SoundPlan model. The default temperature of 20 degrees Celsius (68 degrees Fahrenheit) and default humidity of 50 percent, which can vary the propagation of noise, were used in the analysis and represent reasonable assumptions, since they are near the averages experienced in the project vicinity.

Railroad Assumptions utilized in SoundPlan

The two BNSF Railroad lines that runs adjacent to the east side of the project site is utilized for Metrolink commuter trains, Amtrak passenger trains, and freight trains. According to www.metrolinktrains.com the railroad lines adjacent to the project site are utilized for the Orange County Line, which has 15 trains per day traveling to Orange County and 15 trains per day traveling to Los Angeles, that results in 30 Metrolink trains that pass by the project site each weekday that were modeled in the SoundPlan model. According to www.amtrak.com the railroad lines adjacent to the project site are utilized for the Pacific Surfliner, which has 10 trains per day traveling to Orange County and 10 trains per day traveling to Los Angeles, that results in 20 Amtrak trains that pass by the project site each weekday that were modeled in the SoundPlan model. According to www.railroadforums.com there are four daily freight trains that pass by the project site on the BNSF Railroad that were also modeled in the SoundPlan model. A summary of the train parameters entered into the SoundPlan model is shown below in Table D. The passenger trains were modeled as traveling at 50 miles per hour and the freight trains were modeled as traveling at 35 miles per hour. In addition, all northbound trains were modeled on the east track and all southbound trains were modeled on the west track.


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Table D – SoundPlan Model Railroad Parameters

Type of Train

Daily Train Pass Bys

Day (7 a.m. to 7 p.m.)

Evening (7 p.m. to 10 p.m.)

Night (10 p.m. to 7 a.m.) Overall

East Track (Northbound Line)

Metrolink 10 1 4 15

Amtrak 9 0 1 10

Freight Train 1 0 1 2

West Track (Southbound Line)

Metrolink 12 2 1 15

Amtrak 8 1 1 10

Freight Train 2 0 0 2 Source: www.metrolinktrains.com; www.amtrak.com; www.railroadforums.com

Sound Wall Assumptions According to the project applicant, minimum 6-foot high solid walls would be constructed on the northern and southern property lines and between the proposed structures and the northern and southern walls on the eastern property line. In order to ensure that the minimum 6-foot high wall are constructed, Project Design Feature 1 has been included in this analysis. These sound walls were modeled in the SoundPlan model in order to account for the noise attenuation provided by these walls. All sound walls were modeled based on the SoundPlan model default reflection and absorption properties.

Modeling Calibration

Receivers were placed at the locations of the four noise measurement sites in the SoundPlan model in order to assist in the calibration of the noise sources inputted into the model as well as to verify the accuracy of the SoundPlan model. Table E provides a summary of the calculated results and a comparison to the noise measurements. The SoundPlan Model printouts for the model calibration are provided in Appendix D.

Table E – SoundPlan Model Calibration to Existing Noise Levels

Site No Location

Calculated Noise Level1 (dBA CNEL)

Measured Noise Level2 (dBA CNEL) Difference

A Near Northeast Corner of Project Site 72.6 73.3 -0.7

B Near Southeast Corner of Project Site 72.8 74.2 -1.4

C Near Southwest Corner of Project Site 63.3 62.8 0.5

D Near Northwest Corner of Project Site 65.2 66.2 -1.0 Notes: 1 Noise level calculated from SoundPlan Version 8.0 2 Measured noise levels from Table A above.

Table E above shows that the SoundPlan Model is within 1.4 dBA of the field noise measurements, which is within the range of allowed tolerances as described in Section 4.4.1, Routine Model Calibration of Caltrans Technical Noise Supplement (Caltrans, 2013). Therefore, based on the noise measurements, the SoundPlan model provides an accurate representation of the project area noise levels.


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FHWA Model Methodology The proposed project would result in increases in traffic noise to the nearby roadways. The project impacts to the offsite roadways were analyzed through use of the FHWA Traffic Noise Prediction Model - FHWA-RD-77-108 (FHWA Model). The FHWA Model arrives at a predicted noise level through a series of adjustments to the Reference Energy Mean Emission Level (REMEL). Adjustments are then made to the reference energy mean emission level to account for: the roadway active width (i.e., the distance between the center of the outermost travel lanes on each side of the roadway), the total average daily traffic (ADT) and the percentage of ADT which flows during the day, evening and night, the travel speed, the vehicle mix on the roadway, which is a percentage of the volume of automobiles, medium trucks and heavy trucks, the roadway grade, the angle of view of the observer exposed to the roadway and site conditions ("hard" or "soft" relates to the absorption of the ground, pavement or landscaping). The following section provides a discussion of the software and modeling input parameters used in this analysis and a discussion of the resultant existing noise model.

FHWA Model Traffic Noise Prediction Model Inputs

The roadway parameters used for this study are presented in Table F. The roadway classifications are based on the City’s General Plan Circulation Element. The roadway speeds are based on the posted speed limits. The distance to the nearest sensitive receptor was determined by measuring the distance from the roadway centerline to the nearest sensitive receptor. Since the study area is located in a suburban environment and landscaping or natural vegetation exists along the nearby roadways, soft site conditions were modeled.

Table F – FHWA Model Roadway Parameters

Roadway Segment General Plan Classification

Vehicle Speed (MPH)

Distance to Nearest Receptor (feet)

La Palma Avenue West of Olive Street Primary Arterial 35 45

La Palma Avenue West of Pauline Street Primary Arterial 35 50

La Palma Avenue East of Pauline Street Primary Arterial 35 70

North Street West of Anaheim Boulevard Collector Street 30 40

North Street West of Olive Street Collector Street 30 40

North Street West of Pauline Street Collector Street 30 45

North Street East of Pauline Street Collector Street 30 50

Wilhelmina Street West of Anaheim Boulevard Interior Street 25 35

Wilhelmina Street West of Olive Street Interior Street 25 45

Wilhelmina Street West of Pauline Street Interior Street 25 40

Wilhelmina Street East of Pauline Street Interior Street 25 40

Anaheim Boulevard South of Wilhelmina Street Primary Arterial 35 35

Olive Street North of North Street Collector Street 35 45

Olive Street South of Wilhelmina Street Collector Street 35 40

Pauline Street North of North Street Interior Street 25 45

Pauline Street South of Wilhelmina Street Interior Street 25 40 Source: Vista Environmental; and City of Anaheim, 2004.


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The average daily traffic (ADT) volumes were obtained from the Traffic Impact Study Downtown Anaheim 39, City of Anaheim (Traffic Impact Analysis), prepared by Linscott, Law & Greenspan, August 2018. The ADT volumes have been provided for both without project and with project conditions for the existing and existing plus cumulative projects scenarios. The ADT volumes used in this analysis are shown in Table G.

Table G – FHWA Model Average Daily Traffic Volumes

Road Road Segment

Average Daily Traffic Volumes

Existing Existing + Project

Year 2021 Cumulative No Project

Year 2021 Cumulative

+ Project

La Palma Avenue West of Olive Street 20,450 20,510 51,850 21,910

La Palma Avenue West of Pauline Street 22,420 22,450 23,860 23,890

La Palma Avenue East of Pauline Street 23,200 23,260 24,660 24,720

North Street West of Anaheim Boulevard 4,520 4,540 4,670 4,680

North Street West of Olive Street 2,480 2,500 2,570 2,580

North Street West of Pauline Street 1,420 1,450 1,460 1,500

North Street East of Pauline Street 1,340 1,450 1,370 1,480

Wilhelmina Street West of Anaheim Boulevard 560 580 560 580

Wilhelmina Street West of Olive Street 1,300 1,360 1,340 1,400

Wilhelmina Street West of Pauline Street 880 950 910 980

Wilhelmina Street East of Pauline Street 190 290 190 290

Anaheim Boulevard South of Wilhelmina Street 17,320 17,350 18,740 18,780

Olive Street North of North Street 2,810 2,830 2,880 2,900

Olive Street South of Wilhelmina Street 2,680 2,700 2,770 2,800

Pauline Street North of North Street 180 250 220 290

Pauline Street South of Wilhelmina Street 1,300 1,320 1,380 1,400 Source: Linscott, Law & Greenspan, 2018.

The vehicle mix used in the FHWA-RD-77-108 Model for all analyzed roadways were based on the typical vehicle mixes observed for local and arterial roadways in Southern California, which was calculated based on a compilation of sources that included the Anaheim Canyon Specific Plan Draft Environmental Impact Report, prepared May 2015 and 2016 Annual Average Daily Truck Traffic on the California State Highway System, prepared by Caltrans. The vehicle mixes provide the hourly distribution percentages of automobiles, medium trucks, and heavy trucks for input into the FHWA model and are shown below in Table H.


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Table H – Roadway Vehicle Mixes

Vehicle Type

Traffic Flow Distributions

Day (7 a.m. to 7 p.m.)

Evening (7 p.m. to 10 p.m.)

Night (10 p.m. to 7 a.m.) Overall

Local Roads

Automobiles 67.1% 12.6% 15.5% 97.0%

Medium Trucks 1.3% 0.2% 0.5% 2.0%

Heavy Trucks 0.6% 0.1% 0.3% 1.0%

Arterial Roads

Automobiles 69.5% 12.9% 9.6% 92.0%

Medium Trucks 1.4% 0.1% 1.5% 3.0%

Heavy Trucks 2.4% 0.1% 2.5% 5.0% Source: Vista Environmental; Caltrans, 2018; and City of Anaheim, 2015.

FHWA Model Source Assumptions

To assess the roadway noise generation in a uniform manner, all vehicles are analyzed at the single lane equivalent acoustic center of the roadway being analyzed. In order to determine the height above the road grade where the noise is being emitted from, each type of vehicle has been analyzed independently with autos at road grade, medium trucks at 2.3 feet above road grade, and heavy trucks at 8 feet above road grade. These elevations were determined through a noise-weighted average of the elevation of the exhaust pipe, tires and mechanical parts in the engine, which are the primary noise emitters from a vehicle.

6.3 Exterior to Interior Attenuation Rates for the Proposed Townhomes

In order to calculate the exterior to interior attenuation rates for the proposed residential townhome units, the architectural plans were utilized to calculate the noise sensitive rooms that face the railroad. For each room the floor area covered by carpet or tile was calculated along with the total square footage of the ceilings and walls, in order to determine the sound absorption rate of the room. The area of exterior walls and windows were also calculated in order to determine the exterior transmission levels. The windows and exterior doors were based on standard dual pane windows and doors that have a 26 STC Rating as well as upgraded windows and doors that have a 30 STC rating and acoustic performance windows and doors that have a 35 STC rating. The walls were based on standard wall construction that includes a stucco exterior, ½-inch sheer panel, R-13 insulation, and ½-inch drywall on the interior. The exterior to interior noise reduction was then determined by combining the calculated room absorption rate to the exterior to interior transmission calculations.

Table I shows the calculated exterior to interior noise reduction rates for the noise sensitive rooms that face the railway. The spreadsheet showing the exterior to interior attenuation rate calculations are provided in Appendix E. The noise reduction rates provided in Table I are based on a “windows closed” condition, where a forced air heating and air conditioning system is provided so that the windows are not required for ventilation. In order to ensure that the “windows closed’ condition is met, Project Design Feature 2 has been included in this analysis.


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Table I – Exterior to Interior Residential Townhomes Rooms Noise Reduction Rates

Plan Floor Room Type Exterior to Interior Noise Reduction (dBA)

STC 26 Windows/Doors1 STC 37 Windows/Doors2

Plan 1 Third Bedroom 1 30 39 Second Great Room/Kitchen 28 --

Plan 2 Third Master Bedroom 32 42 Second Great Room/Kitchen 32 --

Plan 3 Third Bedroom 2 30 40 Third Bedroom 3 33 42 Second Great Room/Kitchen 29 --

Minimum Exterior to Interior Noise Reduction 28 39 Notes: 1 Based on standard dual pane windows with a 26 STC rating, which are required per Title 24 energy saving requirements. 2 Based on acoustic performance dual pane windows with a 37 STC rating. Only bedroom windows were analyzed for this STC rating. Source: Kinsler, 2000; Harris, 1994.

6.4 Vibration

Construction activity can result in varying degrees of ground vibration, depending on the equipment used on the site. Operation of construction equipment causes ground vibrations that spread through the ground and diminish in strength with distance. Buildings in the vicinity of the construction site respond to these vibrations with varying results ranging from no perceptible effects at the low levels to slight damage at the highest levels. Table J gives approximate vibration levels for particular construction activities. The data in Table J provides a reasonable estimate for a wide range of soil conditions.

Table J – Vibration Source Levels for Construction Equipment

Equipment Peak Particle Velocity

(inches/second) Approximate Vibration Level

(Lv)at 25 feet

Pile driver (impact) Upper range typical

1.518 0.644

112 104

Pile driver (sonic) Upper range typical

0.734 0.170

105 93

Clam shovel drop (slurry wall) 0.202 94 Vibratory Roller 0.210 94 Hoe Ram 0.089 87 Large bulldozer 0.089 87 Caisson drill 0.089 87 Loaded trucks 0.076 86 Jackhammer 0.035 79 Small bulldozer 0.003 58 Source: Federal Transit Administration, May 2006.

The construction-related vibration impacts have been calculated through the vibration levels shown above in Table J and through typical vibration propagation rates. The equipment assumptions were based on the equipment lists provided above in Table C.


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7.0 IMPACT ANALYSIS

7.1 CEQA Thresholds of Significance

Consistent with the California Environmental Quality Act (CEQA) and the State CEQA Guidelines, a significant impact related to noise would occur if a proposed project is determined to result in:

Exposure of persons to or generation of noise levels in excess of standards established in the local General Plan or noise ordinance, or applicable standards of other agencies;

Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels;

A substantial permanent increase in ambient noise levels in the project vicinity above existing levels without the proposed project;

A substantial temporary or periodic increase in ambient noise levels in the project vicinity above noise levels existing without the proposed project; or

Exposure of persons residing or working in the project area to excessive noise levels from aircraft.

7.2 Generation of Noise Levels in Excess of Standards

The proposed project would not expose persons to or generate noise levels in excess of standards established in the General Plan or Noise Ordinance or applicable standards of other agencies. The following section calculates the potential noise emissions associated with the construction and operations of the proposed project and compares the noise levels to the City standards.

Construction-Related Noise The construction activities for the proposed project are anticipated to include demolition of 68,000 square feet of paved area, grading of the 1.57-acre project, building construction of 39 residential townhome units, paving of the onsite roads and parking areas, and application of architectural coatings. Noise impacts from construction activities associated with the proposed project would be a function of the noise generated by construction equipment, equipment location, sensitivity of nearby land uses, and the timing and duration of the construction activities. The nearest offsite sensitive receptors to the project site consist of residents at the single-family homes located as near as 20 feet west of the project site. There are also residential apartment units located on the east side of the railway approximately 90 feet east of the project site.

Section 6.70.010 of the City’s Municipal Code exempts construction noise that occurs between 7:00 a.m. and 7:00 p.m. from the stationary noise standard of 60 dB at the nearby property line for all land uses. Through adherence to allowable construction times provided in Section 6.70.010, construction-related noise levels would not exceed any standards. Impacts would be less than significant.

Operational-Related Noise The proposed project would consist of the development of 39 residential townhome units. The proposed development would be adjacent to the BNSF Railroad, which may create noise levels in excess of City standards at the proposed residential uses. Goal 1.1 part 5 of the General Plan discourages the siting of new homes in areas in excess of 65 dBA CNEL without appropriate mitigation. Section 18.40.090.050 of the Municipal Code requires that exterior noise within common recreation areas of multiple family dwelling projects be attenuated to a maximum of 65 dBA CNEL and requires the interior of new multiple family units to be attenuated to 45 dBA CNEL.


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Exterior Noise Impacts

In order to determine compliance with the 65 dBA CNEL exterior noise standard from the BNSF Railway, the SoundPlan model was utilized to calculate exterior noise levels at the proposed common recreation areas for the proposed project. The proposed common recreation areas would be located on the west side of each structure as well as on the north side of the northernmost structure. Representative receivers were placed 5 feet above ground level at a variety of locations within the proposed common recreation areas. The SoundPlan model results are shown below in Table K and the SoundPlan model printouts are provided in Appendix F. In addition, Figure 4 is provided that shows the mitigated with project noise contours and locations of the receivers.

Table K – Proposed Common Recreation Areas Exterior Noise Levels

Site No Location

Unmitigated Conditions Mitigated Conditions

Noise Level (dBA CNEL)

Sound Wall Height1 (feet)

Noise Level (dBA CNEL)

Sound Wall Height2 (feet)

1 Building 1 Common Recreation Area 67.4 6.0 58.4 10.0




City’s Residential Exterior Noise Standard3 65.0 -- 65.0 --

Exceeds City Standard? Yes -- No -- Notes: 1 Per Project Design Feature 1, 6.0-foot high walls would be constructed on the north, east (between buildings), and south sides of the project site. 2 Per Mitigation Measure 1, a 10-foot high sound wall would be constructed on the northeast corner of the project site. 3 City Residential Exterior Noise Standard of 65 dBA CNEL from Section 18.40.090.050 of the Anaheim Municipal Code Source: SoundPlan Version 8.0

Table K shows that the noise levels for the proposed common recreation areas would be as high as 67.5 dBA CNEL at Site 1, which is on the north side of Building 1 (northernmost building). The noise level at Site 1 would exceed the City’s 65 dBA CNEL exterior noise standard and would be considered a significant impact. Table K also shows that all of the other common recreation areas would be within the City’s 65 dBA CNEL exterior noise standard, as they would be farther to the west from the railroad lines and the proposed structures would effectively act as sound walls for these common recreation areas.

Mitigation Measure 1 is provided that would require construction of a minimum 10-foot high wall that extends from the northeast corner to the nearest structure on the east property line and a minimum 55 feet to the west from the northeast corner of the project site. The sound wall shall be constructed with concrete masonry units (cmu) that are free of any cutouts or openings.

The exterior common recreation area noise levels have been recalculated in the SoundPlan model based on construction of the 10-foot sound wall that is detailed in Mitigation Measure 1 and the results are shown above in Table K. Table K shows with implementation of Mitigation Measure 1, the noise level at the common recreation area located on the north side of Building 1 (northern portion of the project site) would be reduced to within the City’s 65 dBA CNEL exterior noise standard. Impacts would be less than significant with implementation of Mitigation Measure 1.

Figure 5Mitigated With Project Noise ContoursVISTA ENVIRONMENTAL

SOURCE: SoundPlan Version 8.0.

N

1

2

3

4

Bldg 1

Bldg 2

Bldg 3

Bldg 4

Bldg 5

Bldg 6

Bldg 7


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Interior Noise Impacts

Compliance with 24-hour Average Interior Noise Levels In order to determine compliance with the 45 dBA CNEL interior noise standard from the BNSF Railway, the SoundPlan model was utilized to calculate the exterior noise levels at representative facades of the proposed townhome structures. The exterior noise levels were then subtracted from the calculated exterior to interior attenuation rates (see Section 6.3) in order to determine the anticipated interior noise levels of the proposed residential townhomes. The parameters utilized in the SoundPlan model are detailed above in Section 6.2 and the SoundPlan model printouts are provided in Appendix F.

In order to calculate the interior noise levels of the proposed townhomes, first, second, and third floor receivers were placed in the SoundPlan model at representative locations on the façades of each of the proposed townhome structures and the interior noise levels were calculated by subtracting the attenuation rates for each window/door type scenario from the exterior noise levels. The calculated average exterior noise levels at the facades of the proposed structures as well as the interior noise levels with installation of standard dual pane windows (26 STC rated windows) are shown in Table L.

Table L – Proposed Townhomes Interior Noise Levels

Building Side of

Building Floor Exterior Noise Level at

Façade (dBA CNEL) Interior Noise Levels With

Standard Windows1 (dBA CNEL)

1 North First 57.1 29.1 Second 66.8 38.8 Third 67.4 39.4

2 East First 73.0 45.0 Second 72.5 44.5 Third 71.6 43.6

3 South First 62.7 34.7 Second 66.0 38.0 Third 65.8 37.8


5 North First 62.6 34.6 Second 65.8 37.8 Third 65.6 37.6


7 South First 62.7 34.7 Second 66.0 38.0 Third 65.8 37.8

City’s Residential Interior Noise Standard2 45 Exceeds City Standard? No

Notes: 1 A minimum 28 dBA noise reduction has been calculated for standard 26 STC windows (see Table I). Source: SoundPlan Model Version 8.0.

Table L above shows that the average 24-hour interior noise at the proposed townhomes would be as high as 45.0 dBA CNEL. Table L shows that the interior noise level at all proposed townhomes would be within


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the 45 dBA CNEL interior noise standard with installation of standard dual-pane windows. The proposed townhomes interior noise impacts would be less than significant.

Maximum Interior Noise Impacts and Sleep Disturbance The City relies on the CNEL or 24-hour weighted average noise level to determine if a significant noise impact would occur, however due to the intermittent nature of railroad noise, sleep awakenings may occur from train pass-bys.

Potential impacts on residents occurring from train pass-bys are addressed by the City using a 24-hour weighted average noise level (CNEL) to determine significance. Although the City has a CNEL standard, the applicant has identified an additional threshold related to sleep awakenings that is more stringent based on a graph from an Update on an alternative analysis of sleep awakening data, prepared by Nicholas Miller, 2011, which shows that at the middle of the curve that approximately 15 percent of persons awaken when an intermittent noise event exceeds 65 dBA Lmax. This 65 dBA Lmax threshold has been utilized to determine if a sleep disturbance would occur in this analysis.

The use of a 65 dBA Lmax threshold would be considered conservative, since Mitigation Measure N-5 of the Anaheim Canyon Specific Plan (ACSP) Mitigation Monitoring Program No. 312, which does not cover the area of the City where the project site is located, requires that new residential developments be designed to minimize nighttime awakenings from train horns such that interior single-event noise levels are below 81 dBA Lmax.

The maximum noise levels impacting the project site were recorded during the 24-hour noise measurements that were detailed above in Section 5.1 and summarized above in Table A, which found that the maximum noise level that was measured on the project site is 103.6 dBA Lmax. The proposed townhomes exterior to interior attenuation rates were calculated above in Section 6.3, which shows that the rooms within the proposed townhomes would have an exterior to interior noise reduction or attenuation rate of 28 dB. This


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would result in a maximum interior noise level of 75.6 dBA Lmax. The interior maximum noise level would exceed the 65 dBA Lmax sleep disturbance noise standard that is detailed above and would be considered a significant impact.

Mitigation Measure 2 is provided that requires all bedroom windows on the north, east, and south sides of the proposed townhomes to be acoustic performance dual pane windows that have a minimum 37 STC rating. As shown above in Section 6.3, the use of acoustic performance dual pane windows with a 37 STC rating would provide a minimum of exterior to interior attenuation rate of 39 dBA for the bedrooms. With implementation of Mitigation Measure 2, the bedroom maximum noise levels would be reduced to 64.6 dBA Lmax and would be within the 65 dBA Lmax standard for sleep disturbance. Impacts would be less than significant with implementation of Mitigation Measure 2.

Level of Significance Before Mitigation Potentially significant impact.

Mitigation Measures Mitigation Measure 1: The project applicant shall construct a minimum 10-foot high (measured from railway side of wall, which would be approximately 12 feet high on the project site, due to the proposed grade difference) wall that runs from the northeast corner along the eastern property line to the northeast corner of the northernmost building and extends a minimum of 55 feet to the west along the northern property line from the northeast corner of the project site. The sound wall shall be constructed with concrete masonry units (cmu) that are free of any cutouts or openings.

Mitigation Measure 2: The project applicant shall require acoustic performance dual pane windows that have a minimum Sound Transmission Class (STC) rating of 37 STC to be installed on all bedroom windows that are located on the north, east and south sides of the proposed townhomes.

Level of Significance After Mitigation Less than significant impact.

7.3 Generation of Excessive Groundborne Vibration

The proposed project would not expose persons to or generation of excessive groundborne vibration or groundborne noise levels. The following section analyzes the potential vibration impacts associated with the construction and operations of the proposed project.

Construction-Related Vibration Impacts The construction activities for the proposed project are anticipated to include demolition of the existing pavement onsite, grading of the project site, building construction of 39 residential townhomes, paving of the onsite roads and parking areas, and application of architectural coatings. Vibration impacts from construction activities associated with the proposed project would typically be created from the operation of heavy off-road equipment. The nearest offsite sensitive receptors to the project site consist of residents at the single-family homes located as near as 20 feet west of the project site. There are also residential apartment units located on the east side of the railway, as near as 90 feet east of the project site.

Neither the City’s Municipal Code nor the General Plan provide a quantifiable vibration threshold. However, the General Plan EIR utilized a vibration threshold of 0.2 inch per second PPV threshold to determine vibration impacts associated with implementation of the General Plan. The 0.2 inch per second


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PPV threshold was derived from research performed by Caltrans. Since the 0.2 inch per second PPV threshold is a substantiated threshold that has been utilized by the City, it is also utilized in this analysis.

The primary source of vibration during construction would be from the operation of a bulldozer. From Table J above a large bulldozer would create a vibration level of 0.089 inch per second PPV at 25 feet. Based on typical propagation rates, the vibration level at the nearest offsite receptor (20 feet away) would be 0.114 inch per second PPV. The vibration level at the nearest offsite receptor would be within the City’s 0.2 inch per second PPV threshold detailed above. Impacts would be less than significant.

Operations-Related Vibration Impacts The on-going operation of the proposed residential development would not include the operation of any known vibration sources. As such, operation of the proposed project would not create a vibration impact to any of the nearby sensitive receptors.

Due to the location of the project site that is adjacent to two railroad lines, there is a potential for excessive vibration levels to impact the proposed townhomes. Neither the City’s General Plan nor the Municipal Code provide any quantitative vibration thresholds to determine significance. However, the Anaheim Canyon Specific Plan (ACSP) Mitigation Monitoring and Reporting Program (MMRP) No. 312 limits vibration impacts from trains to 72 VdB for all new residential development located within the ACSP. The proposed project is located outside of the ACSP, so utilization of this threshold provides a conservative analysis.

Vibration measurements were taken onsite in order to determine the vibration level created by trains pass-bys on the adjacent railway, and are detailed above in Section 5.2. As detailed above in Section 5.2, a train pass-by creates a vibration level as high as 58.1 VdB at the nearest location the proposed townhomes would be located to the train tracks. The measured vibration levels are well below the 72 VdB standard detailed above. Operational vibration impacts would be less than significant.

Level of Significance Less than significant impact.

7.4 Permanent Noise Level Increase

The ongoing operation of the proposed project may result in a potential substantial permanent increase in ambient noise levels in the project vicinity above existing levels without the proposed project. Potential noise impacts associated with the operations of the proposed project would be from project-generated vehicular traffic on the project vicinity roadways.

Vehicle noise is a combination of the noise produced by the engine, exhaust and tires. The level of traffic noise depends on three primary factors (1) the volume of traffic, (2) the speed of traffic, and (3) the number of trucks in the flow of traffic. The proposed project does not propose any uses that would require a substantial number of truck trips and the proposed project would not alter the speed limit on any existing roadway so the proposed project’s potential offsite noise impacts have been focused on the noise impacts associated with the change of volume of traffic that would occur with development of the proposed project.

Policy 3 under Goal 2.I of the City’s General Plan Noise Element, requires new development that generates increased traffic and subsequent increases in noise to noise-sensitive land uses to provide appropriate mitigation. However, since the General Plan does not define what increase in roadway noise would be considered significant, the noise increase thresholds detailed in the City’s General Plan EIR has been utilized in this analysis. The General Plan EIR utilized a mobile-source noise threshold of: a 5 dBA increase threshold where the without project roadway noise levels are below 65 dBA CNEL at the nearest homes; or a 3 dBA increase threshold where the without project roadway noise levels are 65 dBA CNEL or higher.


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The potential offsite traffic noise impacts created by the on-going operations of the proposed project have been analyzed through utilization of the FHWA model and parameters described above in Section 6.2 and the FHWA model noise calculation spreadsheets are provided in Appendix G. The proposed project’s offsite traffic noise impacts have been analyzed for the existing and existing plus cumulative projects conditions that are discussed below.

Existing Conditions

The proposed project’s potential offsite noise impacts have been calculated through a comparison of the Existing scenario to the Existing With Project Scenario. The results of this comparison are shown in Table M.

Table M – Existing Project Traffic Noise Contributions

dBA CNEL at Nearest Receptor1

Roadway Segment Existing Existing With

Project Project

Contribution Increase

Threshold2

La Palma Avenue West of Olive Street 67.5 67.5 0.0 +3 dBA La Palma Avenue West of Pauline Street 67.1 67.1 0.0 +3 dBA La Palma Avenue East of Pauline Street 64.8 64.8 0.0 +5 dBA North Street West of Anaheim Boulevard 59.6 59.6 0.0 +5 dBA North Street West of Olive Street 57.0 57.0 0.0 +5 dBA North Street West of Pauline Street 53.8 53.9 0.1 +5 dBA North Street East of Pauline Street 52.8 53.2 0.4 +5 dBA Wilhelmina Street West of Anaheim Boulevard 49.1 49.3 0.2 +5 dBA Wilhelmina Street West of Olive Street 51.1 51.3 0.2 +5 dBA Wilhelmina Street West of Pauline Street 50.2 50.5 0.3 +5 dBA Wilhelmina Street East of Pauline Street 43.5 45.4 1.9 +5 dBA Anaheim Boulevard South of Wilhelmina Street 69.0 69.0 0.0 +3 dBA Olive Street North of North Street 58.7 58.7 0.0 +5 dBA Olive Street South of Wilhelmina Street 59.3 59.3 0.0 +5 dBA Pauline Street North of Wilhelmina Street 42.5 43.9 1.4 +5 dBA Pauline Street South of Wilhelmina Street 51.9 52.0 0.1 +5 dBA Notes: 1 Distance to nearest residential use shown in Table F. Noise levels do not take into account existing noise barriers. 2 Increase Threshold obtained from General Plan Goal 2.1, Policy 3 detailed above in Section 4.3. Source: FHWA Traffic Noise Prediction Model FHWA-RD-77-108.

Table M shows that for the existing conditions, the proposed project’s permanent noise increases to the nearby homes from the generation of additional vehicular traffic would not exceed the noise increase thresholds detailed above. Therefore, the proposed project would not result in a substantial permanent increase in ambient noise levels for the existing conditions. Impacts would be less than significant.

Cumulative Projects Year 2021 Conditions

The proposed project’s potential offsite noise impacts have been calculated through a comparison of the year 2021 plus cumulative projects without project scenario to the year 2021 plus cumulative projects with project scenario. The results of this comparison are shown in Table N.


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Table N – Year 2021 Cumulative Projects Conditions Project Traffic Noise Contributions

dBA CNEL at Nearest Receptor1

Roadway Segment 2021

Cumulative 2021 Cumulative

with Project Project

Contribution Increase

Threshold2

La Palma Avenue West of Olive Street 67.8 67.8 0.0 +3 dBA La Palma Avenue West of Pauline Street 67.4 67.4 0.0 +3 dBA La Palma Avenue East of Pauline Street 65.0 65.0 0.0 +3 dBA North Street West of Anaheim Boulevard 59.8 59.8 0.0 +5 dBA North Street West of Olive Street 57.2 57.2 0.0 +5 dBA North Street West of Pauline Street 53.9 54.0 0.1 +5 dBA North Street East of Pauline Street 52.9 53.3 0.4 +5 dBA Wilhelmina Street West of Anaheim Boulevard 49.1 49.3 0.2 +5 dBA Wilhelmina Street West of Olive Street 51.2 51.4 0.2 +5 dBA Wilhelmina Street West of Pauline Street 50.3 50.7 0.4 +5 dBA Wilhelmina Street East of Pauline Street 43.5 45.4 1.9 +5 dBA Anaheim Boulevard South of Wilhelmina Street 69.4 69.4 0.0 +3 dBA Olive Street North of North Street 58.8 58.8 0.0 +5 dBA Olive Street South of Wilhelmina Street 59.4 59.4 0.0 +5 dBA Pauline Street North of Wilhelmina Street 43.4 44.6 1.2 +5 dBA Pauline Street South of Wilhelmina Street 52.1 52.2 0.1 +5 dBA Notes: 1 Distance to nearest residential use shown in Table F. Noise levels do not take into account existing noise barriers. 2 Increase Threshold obtained from General Plan Goal 2.1, Policy 3 detailed above in Section 4.3. Source: FHWA Traffic Noise Prediction Model FHWA-RD-77-108.

Table N shows that for the year 2021 cumulative projects conditions, the proposed project’s permanent noise increases to the nearby sensitive receptors from the generation of additional vehicular traffic would not exceed the noise increase thresholds detailed above. Therefore, the proposed project would not result in a substantial permanent increase in ambient noise levels for the year 2021 cumulative projects conditions. Impacts would be less than significant.


7.5 Temporary Noise Level Increase

The proposed project may create a substantial temporary or periodic increase in ambient noise levels in the project vicinity above noise levels existing without the proposed project. The construction activities for the proposed project are anticipated to include demolition of 68,000 square feet of paved area, grading of the 1.57-acre project, building construction of 39 residential townhome units, paving of the onsite roads and parking areas, and application of architectural coatings. Noise impacts from construction activities associated with the proposed project would be a function of the noise generated by construction equipment, equipment location, sensitivity of nearby land uses, and the timing and duration of the construction activities. The nearest offsite sensitive receptors to the project site consist of residents at the single-family homes located as near as 20 feet west of the project site. There are also residential apartment units located on the east side of the train tracks approximately 90 feet east of the project site.

Section 6.70.010 of the City’s Municipal Code exemptions construction noise that occurs between 7:00 a.m. and 7:00 p.m. from the stationary noise standard of 60 dB at the nearby property line for all land uses.


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The analysis above in Section 7.2 found that the proposed project would conform to the City construction noise standards. However, the City construction noise standards do not provide any limits to the noise levels that may be created from construction activities that occur during allowable times. As such, the resultant construction noise levels that occur during the allowable times may result in a significant substantial temporary noise increase to the nearby sensitive receptors.

In order to determine if the proposed construction activities would create a significant substantial temporary noise increase, the OSHA agency limits for noise exposure to workers have been utilized. The use of a significance threshold using an OSHA standard is considered conservative. The OSHA standard limits noise exposure of workers to 90 dB or less over eight continuous hours and this standard has been utilized to analyze the construction noise impacts to the sensitive receptors located at the nearby homes.

Construction noise impacts to the nearby sensitive receptors have been calculated through use of the RCNM and the parameters and assumptions detailed in Section 6.1 of this report including Table C – Construction Equipment Noise Emissions and Usage Factors. The results are shown below in Table O and the RCNM printouts are provided in Appendix H.

Table O – Worst Case Construction Noise Levels at Nearest Receptors

Construction Phase

Single-Family Homes to the West Single-Family Homes to the East Distance

(feet) Noise Level (dBA Leq)

Distance (feet)

Noise Level (dBA Leq)

Demolition 20 88 79 78 Grading 20 89 90 77 Building Construction 40 78 95 73 Paving 25 82 95 72 Painting 40 76 95 68 OSHA Noise Threshold 90 90 Exceed Threshold? No No Source: RCNM, Federal Highway Administration, 2006

Table O shows that the greatest noise impacts would occur during the demolition and grading construction phases of construction, with a noise level as high as 89 dBA at the single-family homes to the west of the project site. Table O also shows that none of the construction phases would exceed the OSHA noise standard of 90 dB at the nearby homes. Impacts would be less than significant.


7.6 Aircraft Noise

The proposed project would not expose people residing or working in the project area to excessive noise levels from aircraft. The nearest airport is the Fullerton Municipal Airport, located approximately 4.2 miles northwest of the project site. The project site is located outside of the 60 dBA CNEL noise contours of this airport and no aircraft noise was audible during site visits associated with the noise and vibration measurements. Impacts would be less than significant.



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8.0 REFERENCES

California Department of Transportation, 2016 Annual Average Daily Truck Traffic on the California State Highway System, 2018.

California Department of Transportation (Caltrans), Technical Noise Supplement to the Traffic Noise Analytics Protocol, September 2013.

California Department of Transportation, Transportation- and Construction-Induced Vibration Guidance Manual, September 2013.

City of Anaheim, Anaheim Canyon Specific Plan Draft Environmental Impact Report No. 348, May 2016.

City of Anaheim, City of Anaheim General Plan, May 2004.

City of Anaheim, City of Anaheim General Plan/Zoning Code Update, June 12, 2018.

City of Anaheim, City of Anaheim Municipal Code, February 2018.

Federal Transit Administration, Transit Noise and Vibration Impact Assessment, May 2006.

Harris, Cyril M., Noise Control in Buildings, 1994.

Kinsler, Lawrence E., Fundamentals of Acoustics 4th Edition, 2000.

Linscott, Law & Greenspan, Traffic Impact Study Downtown Anaheim 39, City of Anaheim, California, August, 2018.

Miller, Nicholas, Update on an alternative analysis of sleep awakening data, 2011.

U.S. Department of Transportation, FHWA Roadway Construction Noise Model User’s Guide, January, 2006.

Vista Environmental, Air Quality and Greenhouse Gas Emissions Impact Analysis Downtown Anaheim 30 Project, City of Anaheim, July 31, 2018.


Appendix A

APPENDIX A

Field Noise Measurements Photo Index

Noise Measurement Site A - looking north Noise Measurement Site A - looking northeast

Noise Measurement Site A - looking east Noise Measurement Site A - looking southeast

Noise Measurement Site A - looking south Noise Measurement Site A - looking southwest

Noise Measurement Site A - looking west Noise Measurement Site A - looking northwest

Noise Measurement Site B - looking north Noise Measurement Site B - looking northeast

Noise Measurement Site B - looking east Noise Measurement Site B - looking southeast

Noise Measurement Site B - looking south Noise Measurement Site B - looking southwest

Noise Measurement Site B - looking west Noise Measurement Site B - looking northwest

Noise Measurement Site C - looking north Noise Measurement Site C - looking northeast

Noise Measurement Site C - looking east Noise Measurement Site C - looking southeast

Noise Measurement Site C - looking south Noise Measurement Site C - looking southwest

Noise Measurement Site C - looking west Noise Measurement Site C - looking northwest

Noise Measurement Site D - looking north Noise Measurement Site D - looking northeast

Noise Measurement Site D - looking east Noise Measurement Site D - looking southeast

Noise Measurement Site D - looking south Noise Measurement Site D - looking southwest

Noise Measurement Site D - looking west Noise Measurement Site D - looking northwest


Appendix B

APPENDIX B

Field Noise Measurements Printouts

Date Time=06/27/18 12:24:19 PM Date Time=06/27/18 12:34:31 PM Date Time=06/27/18 12:41:00 PM Date Time=06/27/18 12:50:00 PM

Sampling T 1 Freq Weighting=A Sampling 1 Freq Weighting=A Sampling Time=3 Weighting=A Sampling Time=3 Freq Weighting=A

Record Num = 86403 Detector=Slow CNEL(24hr) 73.3 Record Num = 86402 Detector=SlowCNEL(24hr)= 74.2 Record Num= 29000 Weighting=SlowCNEL(24hr)= 62.0 Record Num= 29000 Weighting=Slo CNEL(24hr)= 66.2

Leq = 68.8 Ldn(24hr)= 72.7 Leq = 69.8 Ldn(24hr)= 73.6 Leq 56.5 SEL Value=105.9 Ldn(24hr)= 61.3 Leq 61.2 SEL Value=110.7 Ldn(24hr)= 65.8

Max = 100.6 Min Leq1hr = 40.5 3:38 AM Max = 103.6 Min Leq1hr = 40.9 12:57 AM MAX 88.4 Min Leq1hr = 39.0 12:58 AM MAX 92.4 Min Leq1hr = 40.6 3:24 AM

Min = 35.8 Max Leqhr = 75.1 5:15 PM Min = 33.0 Max Leqhr = 76.0 4:42 PM MIN 32.1 Max Leqhr = 62.5 4:30 PM MIN 38.7 Max Leqhr = 67.6 4:44 PM

SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL53.9 12:24:19 53.9 53.9 44.0 12:34:31 44.0 44.0 49.9 12:41:00 49.9 49.9 60.6 12:50:00 60.6 60.660.1 12:24:20 60.1 60.1 51.4 12:34:32 51.4 51.4 55.2 12:41:03 55.2 55.2 64.2 12:50:03 64.2 64.259.1 12:24:21 59.1 59.1 61.5 12:34:33 61.5 61.5 56.9 12:41:06 56.9 56.9 55.5 12:50:06 55.5 55.556.0 12:24:22 56.0 56.0 53.8 12:34:34 53.8 53.8 56.8 12:41:09 56.8 56.8 57 12:50:09 57 5759.6 12:24:23 59.6 59.6 58.7 12:34:35 58.7 58.7 58.3 12:41:12 58.3 58.3 60.7 12:50:12 60.7 60.763.3 12:24:24 63.3 63.3 61.4 12:34:36 61.4 61.4 52.2 12:41:15 52.2 52.2 52.3 12:50:15 52.3 52.362.2 12:24:25 62.2 62.2 60.3 12:34:37 60.3 60.3 54.6 12:41:18 54.6 54.6 62.4 12:50:18 62.4 62.462.5 12:24:26 62.5 62.5 59.9 12:34:38 59.9 59.9 59.7 12:41:21 59.7 59.7 56.8 12:50:21 56.8 56.861.1 12:24:27 61.1 61.1 56.4 12:34:39 56.4 56.4 61.6 12:41:24 61.6 61.6 52.9 12:50:24 52.9 52.970.3 12:24:28 70.3 70.3 59.9 12:34:40 59.9 59.9 46.6 12:41:27 46.6 46.6 54 12:50:27 54 5466.1 12:24:29 66.1 66.1 56.0 12:34:41 56.0 56.0 45.3 12:41:30 45.3 45.3 55.7 12:50:30 55.7 55.793.8 12:24:30 93.8 93.8 61.8 12:34:42 61.8 61.8 64.1 12:41:33 64.1 64.1 55.7 12:50:33 55.7 55.790.8 12:24:31 90.8 90.8 57.5 12:34:43 57.5 57.5 53 12:41:36 53 53 54.7 12:50:36 54.7 54.786.6 12:24:32 86.6 86.6 63.5 12:34:44 63.5 63.5 54.7 12:41:39 54.7 54.7 59.1 12:50:39 59.1 59.182.3 12:24:33 82.3 82.3 59.9 12:34:45 59.9 59.9 54.1 12:41:42 54.1 54.1 64.4 12:50:42 64.4 64.478.1 12:24:34 78.1 78.1 55.7 12:34:46 55.7 55.7 44.1 12:41:45 44.1 44.1 63 12:50:45 63 6373.9 12:24:35 73.9 73.9 61.5 12:34:47 61.5 61.5 56 12:41:48 56 56 57.8 12:50:48 57.8 57.876.4 12:24:36 76.4 76.4 57.4 12:34:48 57.4 57.4 61.7 12:41:51 61.7 61.7 61 12:50:51 61 6175.6 12:24:37 75.6 75.6 53.4 12:34:49 53.4 53.4 60.9 12:41:54 60.9 60.9 64.6 12:50:54 64.6 64.671.7 12:24:38 71.7 71.7 49.9 12:34:50 49.9 49.9 56.9 12:41:57 56.9 56.9 64.2 12:50:57 64.2 64.267.5 12:24:39 67.5 67.5 48.1 12:34:51 48.1 48.1 56.8 12:42:00 56.8 56.8 64.7 12:51:00 64.7 64.763.4 12:24:40 63.4 63.4 46.9 12:34:52 46.9 46.9 57.8 12:42:03 57.8 57.8 56.9 12:51:03 56.9 56.959.6 12:24:41 59.6 59.6 46.5 12:34:53 46.5 46.5 57.6 12:42:06 57.6 57.6 61.9 12:51:06 61.9 61.955.8 12:24:42 55.8 55.8 48.0 12:34:54 48.0 48.0 54.2 12:42:09 54.2 54.2 62.1 12:51:09 62.1 62.152.4 12:24:43 52.4 52.4 51.1 12:34:55 51.1 51.1 57.9 12:42:12 57.9 57.9 58.1 12:51:12 58.1 58.151.0 12:24:44 51.0 51.0 57.0 12:34:56 57.0 57.0 50.4 12:42:15 50.4 50.4 61.5 12:51:15 61.5 61.554.6 12:24:45 54.6 54.6 61.4 12:34:57 61.4 61.4 49.8 12:42:18 49.8 49.8 57.3 12:51:18 57.3 57.371.8 12:24:46 71.8 71.8 64.4 12:34:58 64.4 64.4 44.3 12:42:21 44.3 44.3 60.1 12:51:21 60.1 60.172.3 12:24:47 72.3 72.3 64.8 12:34:59 64.8 64.8 57 12:42:24 57 57 61.9 12:51:24 61.9 61.970.3 12:24:48 70.3 70.3 64.0 12:35:00 64.0 64.0 52 12:42:27 52 52 61.7 12:51:27 61.7 61.766.2 12:24:49 66.2 66.2 61.8 12:35:01 61.8 61.8 53.2 12:42:30 53.2 53.2 67.7 12:51:30 67.7 67.770.3 12:24:50 70.3 70.3 62.0 12:35:02 62.0 62.0 46.7 12:42:33 46.7 46.7 61.7 12:51:33 61.7 61.772.7 12:24:51 72.7 72.7 55.7 12:35:03 55.7 55.7 46.4 12:42:36 46.4 46.4 55.1 12:51:36 55.1 55.169.2 12:24:52 69.2 69.2 54.9 12:35:04 54.9 54.9 46.7 12:42:39 46.7 46.7 60.8 12:51:39 60.8 60.865.1 12:24:53 65.1 65.1 54.7 12:35:05 54.7 54.7 47.5 12:42:42 47.5 47.5 62.6 12:51:42 62.6 62.663.2 12:24:54 63.2 63.2 58.2 12:35:06 58.2 58.2 56.6 12:42:45 56.6 56.6 61.8 12:51:45 61.8 61.861.2 12:24:55 61.2 61.2 57.2 12:35:07 57.2 57.2 51.6 12:42:48 51.6 51.6 60.4 12:51:48 60.4 60.461.7 12:24:56 61.7 61.7 53.0 12:35:08 53.0 53.0 44.7 12:42:51 44.7 44.7 57.2 12:51:51 57.2 57.260.5 12:24:57 60.5 60.5 60.1 12:35:09 60.1 60.1 42.9 12:42:54 42.9 42.9 56.7 12:51:54 56.7 56.761.2 12:24:58 61.2 61.2 56.0 12:35:10 56.0 56.0 44.2 12:42:57 44.2 44.2 59.1 12:51:57 59.1 59.167.8 12:24:59 67.8 67.8 54.1 12:35:11 54.1 54.1 42.1 12:43:00 42.1 42.1 57 12:52:00 57 5769.3 12:25:00 69.3 69.3 52.8 12:35:12 52.8 52.8 41.1 12:43:03 41.1 41.1 63.9 12:52:03 63.9 63.977.0 12:25:01 77.0 77.0 61.5 12:35:13 61.5 61.5 40.9 12:43:06 40.9 40.9 62.9 12:52:06 62.9 62.982.5 12:25:02 82.5 82.5 61.0 12:35:14 61.0 61.0 40.5 12:43:09 40.5 40.5 59 12:52:09 59 5983.3 12:25:03 83.3 83.3 58.7 12:35:15 58.7 58.7 40.7 12:43:12 40.7 40.7 58.1 12:52:12 58.1 58.179.1 12:25:04 79.1 79.1 60.6 12:35:16 60.6 60.6 41 12:43:15 41 41 63.3 12:52:15 63.3 63.375.8 12:25:05 75.8 75.8 64.7 12:35:17 64.7 64.7 48.7 12:43:18 48.7 48.7 61.6 12:52:18 61.6 61.672.4 12:25:06 72.4 72.4 60.6 12:35:18 60.6 60.6 43.3 12:43:21 43.3 43.3 57.2 12:52:21 57.2 57.268.3 12:25:07 68.3 68.3 55.1 12:35:19 55.1 55.1 43.5 12:43:24 43.5 43.5 56.5 12:52:24 56.5 56.568.8 12:25:08 68.8 68.8 58.3 12:35:20 58.3 58.3 43.2 12:43:27 43.2 43.2 61.6 12:52:27 61.6 61.666.3 12:25:09 66.3 66.3 57.7 12:35:21 57.7 57.7 43.8 12:43:30 43.8 43.8 60.7 12:52:30 60.7 60.762.5 12:25:10 62.5 62.5 63.5 12:35:22 63.5 63.5 43.8 12:43:33 43.8 43.8 58.5 12:52:33 58.5 58.560.2 12:25:11 60.2 60.2 60.1 12:35:23 60.1 60.1 43 12:43:36 43 43 60.7 12:52:36 60.7 60.764.5 12:25:12 64.5 64.5 58.7 12:35:24 58.7 58.7 40.5 12:43:39 40.5 40.5 58.9 12:52:39 58.9 58.961.5 12:25:13 61.5 61.5 55.1 12:35:25 55.1 55.1 40.4 12:43:42 40.4 40.4 58 12:52:42 58 5861.0 12:25:14 61.0 61.0 53.9 12:35:26 53.9 53.9 40.9 12:43:45 40.9 40.9 54 12:52:45 54 5459.9 12:25:15 59.9 59.9 52.9 12:35:27 52.9 52.9 40.1 12:43:48 40.1 40.1 50.8 12:52:48 50.8 50.871.5 12:25:16 71.5 71.5 53.7 12:35:28 53.7 53.7 42.1 12:43:51 42.1 42.1 51.6 12:52:51 51.6 51.671.8 12:25:17 71.8 71.8 61.4 12:35:29 61.4 61.4 40.7 12:43:54 40.7 40.7 52.9 12:52:54 52.9 52.967.7 12:25:18 67.7 67.7 60.5 12:35:30 60.5 60.5 42.5 12:43:57 42.5 42.5 51.3 12:52:57 51.3 51.363.8 12:25:19 63.8 63.8 57.8 12:35:31 57.8 57.8 41.6 12:44:00 41.6 41.6 52.4 12:53:00 52.4 52.460.9 12:25:20 60.9 60.9 63.6 12:35:32 63.6 63.6 41.2 12:44:03 41.2 41.2 52.7 12:53:03 52.7 52.765.8 12:25:21 65.8 65.8 59.5 12:35:33 59.5 59.5 41.3 12:44:06 41.3 41.3 51.5 12:53:06 51.5 51.561.9 12:25:22 61.9 61.9 55.6 12:35:34 55.6 55.6 43.2 12:44:09 43.2 43.2 54.4 12:53:09 54.4 54.460.4 12:25:23 60.4 60.4 54.7 12:35:35 54.7 54.7 41.9 12:44:12 41.9 41.9 54.6 12:53:12 54.6 54.656.7 12:25:24 56.7 56.7 58.1 12:35:36 58.1 58.1 43.5 12:44:15 43.5 43.5 52.3 12:53:15 52.3 52.362.7 12:25:25 62.7 62.7 60.3 12:35:37 60.3 60.3 44.8 12:44:18 44.8 44.8 52.2 12:53:18 52.2 52.265.9 12:25:26 65.9 65.9 56.5 12:35:38 56.5 56.5 47.9 12:44:21 47.9 47.9 53.2 12:53:21 53.2 53.261.9 12:25:27 61.9 61.9 58.5 12:35:39 58.5 58.5 52.1 12:44:24 52.1 52.1 53.6 12:53:24 53.6 53.658.2 12:25:28 58.2 58.2 58.3 12:35:40 58.3 58.3 43 12:44:27 43 43 56.1 12:53:27 56.1 56.163.2 12:25:29 63.2 63.2 62.2 12:35:41 62.2 62.2 39.8 12:44:30 39.8 39.8 57.2 12:53:30 57.2 57.263.8 12:25:30 63.8 63.8 55.9 12:35:42 55.9 55.9 41 12:44:33 41 41 58.5 12:53:33 58.5 58.560.5 12:25:31 60.5 60.5 55.1 12:35:43 55.1 55.1 42.4 12:44:36 42.4 42.4 56.8 12:53:36 56.8 56.856.7 12:25:32 56.7 56.7 54.2 12:35:44 54.2 54.2 40.1 12:44:39 40.1 40.1 62.7 12:53:39 62.7 62.766.0 12:25:33 66.0 66.0 55.7 12:35:45 55.7 55.7 39.3 12:44:42 39.3 39.3 63.4 12:53:42 63.4 63.467.1 12:25:34 67.1 67.1 61.9 12:35:46 61.9 61.9 40.7 12:44:45 40.7 40.7 53.7 12:53:45 53.7 53.767.5 12:25:35 67.5 67.5 58.8 12:35:47 58.8 58.8 41 12:44:48 41 41 52 12:53:48 52 5265.3 12:25:36 65.3 65.3 59.8 12:35:48 59.8 59.8 44.1 12:44:51 44.1 44.1 52.2 12:53:51 52.2 52.262.4 12:25:37 62.4 62.4 59.0 12:35:49 59.0 59.0 43.5 12:44:54 43.5 43.5 53.2 12:53:54 53.2 53.263.5 12:25:38 63.5 63.5 54.9 12:35:50 54.9 54.9 45.6 12:44:57 45.6 45.6 51.1 12:53:57 51.1 51.162.6 12:25:39 62.6 62.6 60.9 12:35:51 60.9 60.9 43.1 12:45:00 43.1 43.1 53.6 12:54:00 53.6 53.666.9 12:25:40 66.9 66.9 57.1 12:35:52 57.1 57.1 47.7 12:45:03 47.7 47.7 54.1 12:54:03 54.1 54.164.1 12:25:41 64.1 64.1 54.0 12:35:53 54.0 54.0 40.8 12:45:06 40.8 40.8 51.6 12:54:06 51.6 51.661.3 12:25:42 61.3 61.3 52.5 12:35:54 52.5 52.5 41.4 12:45:09 41.4 41.4 51.1 12:54:09 51.1 51.162.6 12:25:43 62.6 62.6 57.6 12:35:55 57.6 57.6 40.1 12:45:12 40.1 40.1 52 12:54:12 52 5268.5 12:25:44 68.5 68.5 56.9 12:35:56 56.9 56.9 39 12:45:15 39 39 52.5 12:54:15 52.5 52.567.2 12:25:45 67.2 67.2 59.4 12:35:57 59.4 59.4 39.5 12:45:18 39.5 39.5 53.6 12:54:18 53.6 53.664.8 12:25:46 64.8 64.8 59.5 12:35:58 59.5 59.5 39.5 12:45:21 39.5 39.5 54.6 12:54:21 54.6 54.662.7 12:25:47 62.7 62.7 56.1 12:35:59 56.1 56.1 39.9 12:45:24 39.9 39.9 53 12:54:24 53 5359.0 12:25:48 59.0 59.0 58.3 12:36:00 58.3 58.3 39.6 12:45:27 39.6 39.6 52 12:54:27 52 5256.1 12:25:49 56.1 56.1 63.3 12:36:01 63.3 63.3 42 12:45:30 42 42 53 12:54:30 53 5352.8 12:25:50 52.8 52.8 60.3 12:36:02 60.3 60.3 49.4 12:45:33 49.4 49.4 60.4 12:54:33 60.4 60.451.9 12:25:51 51.9 51.9 59.9 12:36:03 59.9 59.9 48.2 12:45:36 48.2 48.2 53 12:54:36 53 5353.7 12:25:52 53.7 53.7 57.7 12:36:04 57.7 57.7 41 12:45:39 41 41 51.9 12:54:39 51.9 51.954.9 12:25:53 54.9 54.9 63.6 12:36:05 63.6 63.6 42.1 12:45:42 42.1 42.1 53.3 12:54:42 53.3 53.355.0 12:25:54 55.0 55.0 59.6 12:36:06 59.6 59.6 42 12:45:45 42 42 56.4 12:54:45 56.4 56.454.9 12:25:55 54.9 54.9 55.9 12:36:07 55.9 55.9 41.7 12:45:48 41.7 41.7 52.1 12:54:48 52.1 52.160.7 12:25:56 60.7 60.7 52.7 12:36:08 52.7 52.7 43.1 12:45:51 43.1 43.1 51.2 12:54:51 51.2 51.273.4 12:25:57 73.4 73.4 50.0 12:36:09 50.0 50.0 48.2 12:45:54 48.2 48.2 52.7 12:54:54 52.7 52.769.2 12:25:58 69.2 69.2 53.2 12:36:10 53.2 53.2 46 12:45:57 46 46 52.4 12:54:57 52.4 52.465.8 12:25:59 65.8 65.8 56.7 12:36:11 56.7 56.7 44.1 12:46:00 44.1 44.1 52.9 12:55:00 52.9 52.962.4 12:26:00 62.4 62.4 58.0 12:36:12 58.0 58.0 43.7 12:46:03 43.7 43.7 53.1 12:55:03 53.1 53.159.7 12:26:01 59.7 59.7 56.0 12:36:13 56.0 56.0 44.2 12:46:06 44.2 44.2 53.2 12:55:06 53.2 53.258.9 12:26:02 58.9 58.9 57.1 12:36:14 57.1 57.1 43.5 12:46:09 43.5 43.5 52 12:55:09 52 5258.6 12:26:03 58.6 58.6 57.6 12:36:15 57.6 57.6 44.2 12:46:12 44.2 44.2 50.6 12:55:12 50.6 50.664.8 12:26:04 64.8 64.8 63.4 12:36:16 63.4 63.4 44.8 12:46:15 44.8 44.8 52.6 12:55:15 52.6 52.663.2 12:26:05 63.2 63.2 60.1 12:36:17 60.1 60.1 62 12:46:18 62 62 52.2 12:55:18 52.2 52.269.4 12:26:06 69.4 69.4 57.4 12:36:18 57.4 57.4 63.8 12:46:21 63.8 63.8 51.4 12:55:21 51.4 51.467.4 12:26:07 67.4 67.4 54.6 12:36:19 54.6 54.6 55.2 12:46:24 55.2 55.2 52 12:55:24 52 5267.5 12:26:08 67.5 67.5 51.9 12:36:20 51.9 51.9 49.9 12:46:27 49.9 49.9 52 12:55:27 52 5268.6 12:26:09 68.6 68.6 49.3 12:36:21 49.3 49.3 51.9 12:46:30 51.9 51.9 50.9 12:55:30 50.9 50.980.2 12:26:10 80.2 80.2 51.1 12:36:22 51.1 51.1 63.8 12:46:33 63.8 63.8 52.4 12:55:33 52.4 52.476.5 12:26:11 76.5 76.5 50.2 12:36:23 50.2 50.2 60.7 12:46:36 60.7 60.7 52.7 12:55:36 52.7 52.773.2 12:26:12 73.2 73.2 48.6 12:36:24 48.6 48.6 57.2 12:46:39 57.2 57.2 51.6 12:55:39 51.6 51.669.9 12:26:13 69.9 69.9 46.6 12:36:25 46.6 46.6 75 12:46:42 75 75 51.6 12:55:42 51.6 51.669.5 12:26:14 69.5 69.5 47.9 12:36:26 47.9 47.9 70.5 12:46:45 70.5 70.5 51.5 12:55:45 51.5 51.571.4 12:26:15 71.4 71.4 50.5 12:36:27 50.5 50.5 68.7 12:46:48 68.7 68.7 52.5 12:55:48 52.5 52.568.5 12:26:16 68.5 68.5 49.3 12:36:28 49.3 49.3 79.7 12:46:51 79.7 79.7 52.5 12:55:51 52.5 52.564.5 12:26:17 64.5 64.5 47.4 12:36:29 47.4 47.4 74.4 12:46:54 74.4 74.4 51.6 12:55:54 51.6 51.661.2 12:26:18 61.2 61.2 55.1 12:36:30 55.1 55.1 70.7 12:46:57 70.7 70.7 52.2 12:55:57 52.2 52.257.5 12:26:19 57.5 57.5 56.4 12:36:31 56.4 56.4 76.1 12:47:00 76.1 76.1 53.4 12:56:00 53.4 53.454.5 12:26:20 54.5 54.5 54.0 12:36:32 54.0 54.0 63 12:47:03 63 63 53.7 12:56:03 53.7 53.757.8 12:26:21 57.8 57.8 50.2 12:36:33 50.2 50.2 61.1 12:47:06 61.1 61.1 54.8 12:56:06 54.8 54.857.5 12:26:22 57.5 57.5 46.8 12:36:34 46.8 46.8 67 12:47:09 67 67 56.8 12:56:09 56.8 56.861.6 12:26:23 61.6 61.6 44.4 12:36:35 44.4 44.4 56.3 12:47:12 56.3 56.3 58.9 12:56:12 58.9 58.958.4 12:26:24 58.4 58.4 43.0 12:36:36 43.0 43.0 51.3 12:47:15 51.3 51.3 62.8 12:56:15 62.8 62.855.8 12:26:25 55.8 55.8 42.0 12:36:37 42.0 42.0 52.9 12:47:18 52.9 52.9 71.6 12:56:18 71.6 71.656.8 12:26:26 56.8 56.8 41.5 12:36:38 41.5 41.5 46.7 12:47:21 46.7 46.7 78.7 12:56:21 78.7 78.755.2 12:26:27 55.2 55.2 41.8 12:36:39 41.8 41.8 45.4 12:47:24 45.4 45.4 66.1 12:56:24 66.1 66.153.0 12:26:28 53.0 53.0 41.6 12:36:40 41.6 41.6 43.3 12:47:27 43.3 43.3 54.6 12:56:27 54.6 54.650.8 12:26:29 50.8 50.8 41.8 12:36:41 41.8 41.8 40.2 12:47:30 40.2 40.2 54.1 12:56:30 54.1 54.152.5 12:26:30 52.5 52.5 41.5 12:36:42 41.5 41.5 42.3 12:47:33 42.3 42.3 54.3 12:56:33 54.3 54.355.6 12:26:31 55.6 55.6 41.2 12:36:43 41.2 41.2 48.8 12:47:36 48.8 48.8 56.7 12:56:36 56.7 56.757.1 12:26:32 57.1 57.1 42.1 12:36:44 42.1 42.1 44.1 12:47:39 44.1 44.1 57.4 12:56:39 57.4 57.458.0 12:26:33 58.0 58.0 42.9 12:36:45 42.9 42.9 43.9 12:47:42 43.9 43.9 62.3 12:56:42 62.3 62.374.7 12:26:34 74.7 74.7 42.7 12:36:46 42.7 42.7 44.7 12:47:45 44.7 44.7 59.9 12:56:45 59.9 59.974.4 12:26:35 74.4 74.4 42.1 12:36:47 42.1 42.1 41.8 12:47:48 41.8 41.8 60.5 12:56:48 60.5 60.570.3 12:26:36 70.3 70.3 41.3 12:36:48 41.3 41.3 41.2 12:47:51 41.2 41.2 63.6 12:56:51 63.6 63.666.2 12:26:37 66.2 66.2 41.1 12:36:49 41.1 41.1 42.8 12:47:54 42.8 42.8 62.4 12:56:54 62.4 62.462.3 12:26:38 62.3 62.3 42.5 12:36:50 42.5 42.5 43.7 12:47:57 43.7 43.7 61.2 12:56:57 61.2 61.258.4 12:26:39 58.4 58.4 42.8 12:36:51 42.8 42.8 40.8 12:48:00 40.8 40.8 62.5 12:57:00 62.5 62.558.0 12:26:40 58.0 58.0 43.4 12:36:52 43.4 43.4 41 12:48:03 41 41 63.3 12:57:03 63.3 63.356.4 12:26:41 56.4 56.4 42.0 12:36:53 42.0 42.0 46.9 12:48:06 46.9 46.9 63 12:57:06 63 6353.2 12:26:42 53.2 53.2 41.3 12:36:54 41.3 41.3 45.1 12:48:09 45.1 45.1 62 12:57:09 62 6250.6 12:26:43 50.6 50.6 41.2 12:36:55 41.2 41.2 46.4 12:48:12 46.4 46.4 78.7 12:57:12 78.7 78.749.3 12:26:44 49.3 49.3 41.2 12:36:56 41.2 41.2 43.7 12:48:15 43.7 43.7 73 12:57:15 73 7347.4 12:26:45 47.4 47.4 41.0 12:36:57 41.0 41.0 40.6 12:48:18 40.6 40.6 71.5 12:57:18 71.5 71.546.5 12:26:46 46.5 46.5 40.9 12:36:58 40.9 40.9 42.9 12:48:21 42.9 42.9 69.9 12:57:21 69.9 69.946.9 12:26:47 46.9 46.9 41.1 12:36:59 41.1 41.1 41.8 12:48:24 41.8 41.8 71.4 12:57:24 71.4 71.446.6 12:26:48 46.6 46.6 41.2 12:37:00 41.2 41.2 41.9 12:48:27 41.9 41.9 70.4 12:57:27 70.4 70.446.1 12:26:49 46.1 46.1 40.7 12:37:01 40.7 40.7 40.9 12:48:30 40.9 40.9 74.4 12:57:30 74.4 74.446.7 12:26:50 46.7 46.7 40.1 12:37:02 40.1 40.1 39.9 12:48:33 39.9 39.9 66.2 12:57:33 66.2 66.248.6 12:26:51 48.6 48.6 39.9 12:37:03 39.9 39.9 41.3 12:48:36 41.3 41.3 64.1 12:57:36 64.1 64.149.1 12:26:52 49.1 49.1 41.7 12:37:04 41.7 41.7 41 12:48:39 41 41 63.5 12:57:39 63.5 63.549.5 12:26:53 49.5 49.5 42.6 12:37:05 42.6 42.6 41.5 12:48:42 41.5 41.5 63.1 12:57:42 63.1 63.148.0 12:26:54 48.0 48.0 43.5 12:37:06 43.5 43.5 39.3 12:48:45 39.3 39.3 65.1 12:57:45 65.1 65.150.8 12:26:55 50.8 50.8 43.8 12:37:07 43.8 43.8 39.1 12:48:48 39.1 39.1 63.3 12:57:48 63.3 63.349.6 12:26:56 49.6 49.6 44.3 12:37:08 44.3 44.3 39.7 12:48:51 39.7 39.7 62.9 12:57:51 62.9 62.951.8 12:26:57 51.8 51.8 44.0 12:37:09 44.0 44.0 40.6 12:48:54 40.6 40.6 59.6 12:57:54 59.6 59.653.2 12:26:58 53.2 53.2 43.6 12:37:10 43.6 43.6 40.2 12:48:57 40.2 40.2 62.2 12:57:57 62.2 62.254.6 12:26:59 54.6 54.6 42.8 12:37:11 42.8 42.8 42.1 12:49:00 42.1 42.1 63.2 12:58:00 63.2 63.256.5 12:27:00 56.5 56.5 42.7 12:37:12 42.7 42.7 47.6 12:49:03 47.6 47.6 61.9 12:58:03 61.9 61.956.1 12:27:01 56.1 56.1 42.9 12:37:13 42.9 42.9 46.7 12:49:06 46.7 46.7 64.2 12:58:06 64.2 64.256.1 12:27:02 56.1 56.1 43.0 12:37:14 43.0 43.0 44 12:49:09 44 44 62.5 12:58:09 62.5 62.555.4 12:27:03 55.4 55.4 42.9 12:37:15 42.9 42.9 45 12:49:12 45 45 63.3 12:58:12 63.3 63.354.4 12:27:04 54.4 54.4 43.2 12:37:16 43.2 43.2 43 12:49:15 43 43 60.3 12:58:15 60.3 60.354.1 12:27:05 54.1 54.1 43.0 12:37:17 43.0 43.0 43.1 12:49:18 43.1 43.1 61.7 12:58:18 61.7 61.752.8 12:27:06 52.8 52.8 42.7 12:37:18 42.7 42.7 42.5 12:49:21 42.5 42.5 62.9 12:58:21 62.9 62.952.0 12:27:07 52.0 52.0 42.6 12:37:19 42.6 42.6 42.7 12:49:24 42.7 42.7 62.5 12:58:24 62.5 62.551.5 12:27:08 51.5 51.5 42.4 12:37:20 42.4 42.4 43 12:49:27 43 43 72.7 12:58:27 72.7 72.7

Site 4 - Near Southeast Corner of Project Site

Site 4 - Near Southeast Corner of Project Site

Site 2 - On West Side of Project Site, 100' South of Nutmeg

Site 2 - On West Side of Project Site, 100' South of Nutmeg

Site 1 - Near Northwest Corner of Project Site

Site 1 - Near Northwest Corner of Project Site Site 3 - Near Northeast Corner of Project Site

Site 3 - Near Northeast Corner of Project Site

SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNELSite 4 - Near Southeast Corner of Project SiteSite 2 - On West Side of Project Site, 100' South of NutmegSite 1 - Near Northwest Corner of Project Site Site 3 - Near Northeast Corner of Project Site

50.4 12:27:09 50.4 50.4 42.4 12:37:21 42.4 42.4 41.7 12:49:30 41.7 41.7 68.5 12:58:30 68.5 68.550.3 12:27:10 50.3 50.3 42.3 12:37:22 42.3 42.3 40.5 12:49:33 40.5 40.5 64.5 12:58:33 64.5 64.550.6 12:27:11 50.6 50.6 42.4 12:37:23 42.4 42.4 41.9 12:49:36 41.9 41.9 61.9 12:58:36 61.9 61.950.1 12:27:12 50.1 50.1 42.8 12:37:24 42.8 42.8 44.7 12:49:39 44.7 44.7 63 12:58:39 63 6349.5 12:27:13 49.5 49.5 43.1 12:37:25 43.1 43.1 43.2 12:49:42 43.2 43.2 64.3 12:58:42 64.3 64.349.8 12:27:14 49.8 49.8 43.0 12:37:26 43.0 43.0 42.5 12:49:45 42.5 42.5 75.7 12:58:45 75.7 75.748.5 12:27:15 48.5 48.5 42.8 12:37:27 42.8 42.8 41.7 12:49:48 41.7 41.7 65.2 12:58:48 65.2 65.247.8 12:27:16 47.8 47.8 42.6 12:37:28 42.6 42.6 43.1 12:49:51 43.1 43.1 65.4 12:58:51 65.4 65.448.0 12:27:17 48.0 48.0 42.6 12:37:29 42.6 42.6 42.8 12:49:54 42.8 42.8 64.9 12:58:54 64.9 64.947.4 12:27:18 47.4 47.4 43.0 12:37:30 43.0 43.0 44.8 12:49:57 44.8 44.8 76.6 12:58:57 76.6 76.647.2 12:27:19 47.2 47.2 42.9 12:37:31 42.9 42.9 41.8 12:50:00 41.8 41.8 68.4 12:59:00 68.4 68.447.4 12:27:20 47.4 47.4 42.8 12:37:32 42.8 42.8 39.8 12:50:03 39.8 39.8 71.5 12:59:03 71.5 71.547.0 12:27:21 47.0 47.0 42.9 12:37:33 42.9 42.9 40.4 12:50:06 40.4 40.4 65.1 12:59:06 65.1 65.147.0 12:27:22 47.0 47.0 43.1 12:37:34 43.1 43.1 39.6 12:50:09 39.6 39.6 64.5 12:59:09 64.5 64.547.3 12:27:23 47.3 47.3 43.6 12:37:35 43.6 43.6 42 12:50:12 42 42 68 12:59:12 68 6847.1 12:27:24 47.1 47.1 43.4 12:37:36 43.4 43.4 39.4 12:50:15 39.4 39.4 66.1 12:59:15 66.1 66.146.9 12:27:25 46.9 46.9 43.1 12:37:37 43.1 43.1 39.2 12:50:18 39.2 39.2 64.4 12:59:18 64.4 64.447.1 12:27:26 47.1 47.1 43.3 12:37:38 43.3 43.3 39.4 12:50:21 39.4 39.4 67.8 12:59:21 67.8 67.846.6 12:27:27 46.6 46.6 43.3 12:37:39 43.3 43.3 44.3 12:50:24 44.3 44.3 68.4 12:59:24 68.4 68.452.5 12:27:28 52.5 52.5 43.1 12:37:40 43.1 43.1 41 12:50:27 41 41 67 12:59:27 67 6753.7 12:27:29 53.7 53.7 43.1 12:37:41 43.1 43.1 42.9 12:50:30 42.9 42.9 64.5 12:59:30 64.5 64.551.5 12:27:30 51.5 51.5 43.6 12:37:42 43.6 43.6 40.3 12:50:33 40.3 40.3 68.4 12:59:33 68.4 68.450.8 12:27:31 50.8 50.8 45.2 12:37:43 45.2 45.2 39.1 12:50:36 39.1 39.1 69 12:59:36 69 6951.6 12:27:32 51.6 51.6 45.9 12:37:44 45.9 45.9 39.9 12:50:39 39.9 39.9 67.3 12:59:39 67.3 67.351.5 12:27:33 51.5 51.5 45.7 12:37:45 45.7 45.7 39 12:50:42 39 39 56.9 12:59:42 56.9 56.951.4 12:27:34 51.4 51.4 44.8 12:37:46 44.8 44.8 39.4 12:50:45 39.4 39.4 56.5 12:59:45 56.5 56.550.4 12:27:35 50.4 50.4 44.0 12:37:47 44.0 44.0 40.5 12:50:48 40.5 40.5 60.7 12:59:48 60.7 60.748.7 12:27:36 48.7 48.7 43.4 12:37:48 43.4 43.4 39 12:50:51 39 39 54.7 12:59:51 54.7 54.747.4 12:27:37 47.4 47.4 43.1 12:37:49 43.1 43.1 38.6 12:50:54 38.6 38.6 55 12:59:54 55 5546.5 12:27:38 46.5 46.5 42.9 12:37:50 42.9 42.9 40.8 12:50:57 40.8 40.8 54.4 12:59:57 54.4 54.447.0 12:27:39 47.0 47.0 42.8 12:37:51 42.8 42.8 40.1 12:51:00 40.1 40.1 53.8 13:00:00 53.8 53.846.8 12:27:40 46.8 46.8 42.8 12:37:52 42.8 42.8 44.5 12:51:03 44.5 44.5 53.9 13:00:03 53.9 53.946.0 12:27:41 46.0 46.0 43.3 12:37:53 43.3 43.3 40.5 12:51:06 40.5 40.5 53.6 13:00:06 53.6 53.646.4 12:27:42 46.4 46.4 43.3 12:37:54 43.3 43.3 40.7 12:51:09 40.7 40.7 54 13:00:09 54 5445.7 12:27:43 45.7 45.7 43.0 12:37:55 43.0 43.0 40 12:51:12 40 40 57.4 13:00:12 57.4 57.444.8 12:27:44 44.8 44.8 42.8 12:37:56 42.8 42.8 39.5 12:51:15 39.5 39.5 54 13:00:15 54 5444.9 12:27:45 44.9 44.9 42.8 12:37:57 42.8 42.8 39.2 12:51:18 39.2 39.2 56.6 13:00:18 56.6 56.644.7 12:27:46 44.7 44.7 43.4 12:37:58 43.4 43.4 38.6 12:51:21 38.6 38.6 57.4 13:00:21 57.4 57.445.0 12:27:47 45.0 45.0 43.1 12:37:59 43.1 43.1 38.9 12:51:24 38.9 38.9 51.8 13:00:24 51.8 51.844.6 12:27:48 44.6 44.6 42.9 12:38:00 42.9 42.9 39.1 12:51:27 39.1 39.1 48.4 13:00:27 48.4 48.444.5 12:27:49 44.5 44.5 42.7 12:38:01 42.7 42.7 42.3 12:51:30 42.3 42.3 54.2 13:00:30 54.2 54.244.7 12:27:50 44.7 44.7 42.9 12:38:02 42.9 42.9 38.9 12:51:33 38.9 38.9 53.8 13:00:33 53.8 53.848.5 12:27:51 48.5 48.5 43.1 12:38:03 43.1 43.1 39.3 12:51:36 39.3 39.3 58.6 13:00:36 58.6 58.649.6 12:27:52 49.6 49.6 43.6 12:38:04 43.6 43.6 39.5 12:51:39 39.5 39.5 65.4 13:00:39 65.4 65.448.2 12:27:53 48.2 48.2 43.4 12:38:05 43.4 43.4 39 12:51:42 39 39 68.8 13:00:42 68.8 68.846.4 12:27:54 46.4 46.4 43.0 12:38:06 43.0 43.0 39.3 12:51:45 39.3 39.3 54.5 13:00:45 54.5 54.547.1 12:27:55 47.1 47.1 42.6 12:38:07 42.6 42.6 40.3 12:51:48 40.3 40.3 51.7 13:00:48 51.7 51.746.9 12:27:56 46.9 46.9 42.3 12:38:08 42.3 42.3 39.3 12:51:51 39.3 39.3 52.1 13:00:51 52.1 52.146.5 12:27:57 46.5 46.5 42.7 12:38:09 42.7 42.7 38.8 12:51:54 38.8 38.8 53 13:00:54 53 5346.9 12:27:58 46.9 46.9 42.7 12:38:10 42.7 42.7 40.3 12:51:57 40.3 40.3 50.6 13:00:57 50.6 50.647.2 12:27:59 47.2 47.2 42.5 12:38:11 42.5 42.5 41.4 12:52:00 41.4 41.4 53.3 13:01:00 53.3 53.347.2 12:28:00 47.2 47.2 42.5 12:38:12 42.5 42.5 41.9 12:52:03 41.9 41.9 51.7 13:01:03 51.7 51.747.4 12:28:01 47.4 47.4 42.7 12:38:13 42.7 42.7 42.1 12:52:06 42.1 42.1 51.1 13:01:06 51.1 51.146.8 12:28:02 46.8 46.8 42.1 12:38:14 42.1 42.1 43.7 12:52:09 43.7 43.7 72.7 13:01:09 72.7 72.747.0 12:28:03 47.0 47.0 42.0 12:38:15 42.0 42.0 45.8 12:52:12 45.8 45.8 55.8 13:01:12 55.8 55.846.3 12:28:04 46.3 46.3 42.3 12:38:16 42.3 42.3 45.6 12:52:15 45.6 45.6 48.2 13:01:15 48.2 48.246.1 12:28:05 46.1 46.1 42.6 12:38:17 42.6 42.6 45.9 12:52:18 45.9 45.9 46.8 13:01:18 46.8 46.846.4 12:28:06 46.4 46.4 43.0 12:38:18 43.0 43.0 46.6 12:52:21 46.6 46.6 47.7 13:01:21 47.7 47.746.3 12:28:07 46.3 46.3 42.8 12:38:19 42.8 42.8 47.6 12:52:24 47.6 47.6 48.8 13:01:24 48.8 48.847.5 12:28:08 47.5 47.5 43.0 12:38:20 43.0 43.0 47.1 12:52:27 47.1 47.1 49 13:01:27 49 4950.3 12:28:09 50.3 50.3 42.9 12:38:21 42.9 42.9 46.7 12:52:30 46.7 46.7 49.5 13:01:30 49.5 49.548.9 12:28:10 48.9 48.9 42.8 12:38:22 42.8 42.8 46.8 12:52:33 46.8 46.8 47.5 13:01:33 47.5 47.548.1 12:28:11 48.1 48.1 42.7 12:38:23 42.7 42.7 51.8 12:52:36 51.8 51.8 46.7 13:01:36 46.7 46.747.3 12:28:12 47.3 47.3 42.2 12:38:24 42.2 42.2 51 12:52:39 51 51 47.7 13:01:39 47.7 47.747.0 12:28:13 47.0 47.0 42.4 12:38:25 42.4 42.4 58 12:52:42 58 58 49.8 13:01:42 49.8 49.847.0 12:28:14 47.0 47.0 42.6 12:38:26 42.6 42.6 44.6 12:52:45 44.6 44.6 57.2 13:01:45 57.2 57.247.1 12:28:15 47.1 47.1 42.6 12:38:27 42.6 42.6 39.9 12:52:48 39.9 39.9 56.2 13:01:48 56.2 56.247.2 12:28:16 47.2 47.2 42.3 12:38:28 42.3 42.3 38.8 12:52:51 38.8 38.8 49.5 13:01:51 49.5 49.547.4 12:28:17 47.4 47.4 42.3 12:38:29 42.3 42.3 38.7 12:52:54 38.7 38.7 47.6 13:01:54 47.6 47.647.9 12:28:18 47.9 47.9 42.4 12:38:30 42.4 42.4 38.6 12:52:57 38.6 38.6 45.2 13:01:57 45.2 45.247.6 12:28:19 47.6 47.6 42.7 12:38:31 42.7 42.7 39 12:53:00 39 39 45.7 13:02:00 45.7 45.747.3 12:28:20 47.3 47.3 42.7 12:38:32 42.7 42.7 39.4 12:53:03 39.4 39.4 46.1 13:02:03 46.1 46.148.0 12:28:21 48.0 48.0 42.5 12:38:33 42.5 42.5 47.7 12:53:06 47.7 47.7 51.3 13:02:06 51.3 51.348.7 12:28:22 48.7 48.7 42.4 12:38:34 42.4 42.4 43.7 12:53:09 43.7 43.7 50.1 13:02:09 50.1 50.149.6 12:28:23 49.6 49.6 42.6 12:38:35 42.6 42.6 41.7 12:53:12 41.7 41.7 52 13:02:12 52 5249.6 12:28:24 49.6 49.6 44.2 12:38:36 44.2 44.2 43.8 12:53:15 43.8 43.8 74.2 13:02:15 74.2 74.249.3 12:28:25 49.3 49.3 45.2 12:38:37 45.2 45.2 42.3 12:53:18 42.3 42.3 61 13:02:18 61 6149.6 12:28:26 49.6 49.6 44.1 12:38:38 44.1 44.1 41.8 12:53:21 41.8 41.8 65.8 13:02:21 65.8 65.849.0 12:28:27 49.0 49.0 43.6 12:38:39 43.6 43.6 40.3 12:53:24 40.3 40.3 56 13:02:24 56 5648.2 12:28:28 48.2 48.2 43.4 12:38:40 43.4 43.4 39.5 12:53:27 39.5 39.5 51.2 13:02:27 51.2 51.247.3 12:28:29 47.3 47.3 43.1 12:38:41 43.1 43.1 39.9 12:53:30 39.9 39.9 55.7 13:02:30 55.7 55.746.4 12:28:30 46.4 46.4 42.7 12:38:42 42.7 42.7 39.9 12:53:33 39.9 39.9 49.2 13:02:33 49.2 49.246.6 12:28:31 46.6 46.6 42.7 12:38:43 42.7 42.7 39.2 12:53:36 39.2 39.2 50.6 13:02:36 50.6 50.646.8 12:28:32 46.8 46.8 42.6 12:38:44 42.6 42.6 39.7 12:53:39 39.7 39.7 47.2 13:02:39 47.2 47.249.5 12:28:33 49.5 49.5 42.5 12:38:45 42.5 42.5 38.9 12:53:42 38.9 38.9 47.2 13:02:42 47.2 47.249.9 12:28:34 49.9 49.9 42.5 12:38:46 42.5 42.5 38.7 12:53:45 38.7 38.7 47.1 13:02:45 47.1 47.148.4 12:28:35 48.4 48.4 42.7 12:38:47 42.7 42.7 40.6 12:53:48 40.6 40.6 47.8 13:02:48 47.8 47.846.9 12:28:36 46.9 46.9 42.7 12:38:48 42.7 42.7 48.2 12:53:51 48.2 48.2 46.5 13:02:51 46.5 46.547.9 12:28:37 47.9 47.9 42.7 12:38:49 42.7 42.7 47.3 12:53:54 47.3 47.3 47.6 13:02:54 47.6 47.650.1 12:28:38 50.1 50.1 42.6 12:38:50 42.6 42.6 46.4 12:53:57 46.4 46.4 48.6 13:02:57 48.6 48.648.2 12:28:39 48.2 48.2 42.6 12:38:51 42.6 42.6 45.5 12:54:00 45.5 45.5 49 13:03:00 49 4947.6 12:28:40 47.6 47.6 42.6 12:38:52 42.6 42.6 48.4 12:54:03 48.4 48.4 49.6 13:03:03 49.6 49.646.6 12:28:41 46.6 46.6 43.0 12:38:53 43.0 43.0 43.2 12:54:06 43.2 43.2 52.6 13:03:06 52.6 52.646.3 12:28:42 46.3 46.3 42.7 12:38:54 42.7 42.7 45.7 12:54:09 45.7 45.7 49.2 13:03:09 49.2 49.246.6 12:28:43 46.6 46.6 42.4 12:38:55 42.4 42.4 40.6 12:54:12 40.6 40.6 50.1 13:03:12 50.1 50.146.5 12:28:44 46.5 46.5 42.2 12:38:56 42.2 42.2 40.5 12:54:15 40.5 40.5 68.6 13:03:15 68.6 68.647.7 12:28:45 47.7 47.7 41.9 12:38:57 41.9 41.9 41.4 12:54:18 41.4 41.4 53.4 13:03:18 53.4 53.448.1 12:28:46 48.1 48.1 42.3 12:38:58 42.3 42.3 39.7 12:54:21 39.7 39.7 72.8 13:03:21 72.8 72.846.8 12:28:47 46.8 46.8 42.3 12:38:59 42.3 42.3 38.1 12:54:24 38.1 38.1 56.2 13:03:24 56.2 56.246.7 12:28:48 46.7 46.7 42.5 12:39:00 42.5 42.5 39.7 12:54:27 39.7 39.7 49.9 13:03:27 49.9 49.945.9 12:28:49 45.9 45.9 43.7 12:39:01 43.7 43.7 39.3 12:54:30 39.3 39.3 54.7 13:03:30 54.7 54.745.6 12:28:50 45.6 45.6 43.4 12:39:02 43.4 43.4 40.3 12:54:33 40.3 40.3 50.7 13:03:33 50.7 50.745.8 12:28:51 45.8 45.8 43.3 12:39:03 43.3 43.3 41.6 12:54:36 41.6 41.6 48.6 13:03:36 48.6 48.646.3 12:28:52 46.3 46.3 43.1 12:39:04 43.1 43.1 37.5 12:54:39 37.5 37.5 50.2 13:03:39 50.2 50.247.7 12:28:53 47.7 47.7 43.1 12:39:05 43.1 43.1 37.3 12:54:42 37.3 37.3 51.7 13:03:42 51.7 51.752.9 12:28:54 52.9 52.9 42.9 12:39:06 42.9 42.9 37.6 12:54:45 37.6 37.6 80.1 13:03:45 80.1 80.155.9 12:28:55 55.9 55.9 43.3 12:39:07 43.3 43.3 38 12:54:48 38 38 73 13:03:48 73 7355.4 12:28:56 55.4 55.4 43.4 12:39:08 43.4 43.4 37.9 12:54:51 37.9 37.9 60.1 13:03:51 60.1 60.152.4 12:28:57 52.4 52.4 43.2 12:39:09 43.2 43.2 38.9 12:54:54 38.9 38.9 54.6 13:03:54 54.6 54.650.2 12:28:58 50.2 50.2 43.1 12:39:10 43.1 43.1 38 12:54:57 38 38 54.7 13:03:57 54.7 54.748.8 12:28:59 48.8 48.8 43.0 12:39:11 43.0 43.0 38.5 12:55:00 38.5 38.5 72.9 13:04:00 72.9 72.948.2 12:29:00 48.2 48.2 42.8 12:39:12 42.8 42.8 37.9 12:55:03 37.9 37.9 77.4 13:04:03 77.4 77.448.7 12:29:01 48.7 48.7 43.0 12:39:13 43.0 43.0 38.5 12:55:06 38.5 38.5 80.2 13:04:06 80.2 80.247.7 12:29:02 47.7 47.7 43.1 12:39:14 43.1 43.1 38.3 12:55:09 38.3 38.3 74.5 13:04:09 74.5 74.546.9 12:29:03 46.9 46.9 43.5 12:39:15 43.5 43.5 41.2 12:55:12 41.2 41.2 72.2 13:04:12 72.2 72.247.3 12:29:04 47.3 47.3 43.3 12:39:16 43.3 43.3 41.6 12:55:15 41.6 41.6 70.4 13:04:15 70.4 70.447.7 12:29:05 47.7 47.7 43.2 12:39:17 43.2 43.2 42.8 12:55:18 42.8 42.8 67 13:04:18 67 6748.7 12:29:06 48.7 48.7 43.2 12:39:18 43.2 43.2 40.1 12:55:21 40.1 40.1 66.9 13:04:21 66.9 66.949.5 12:29:07 49.5 49.5 42.9 12:39:19 42.9 42.9 39.9 12:55:24 39.9 39.9 66.9 13:04:24 66.9 66.949.6 12:29:08 49.6 49.6 43.3 12:39:20 43.3 43.3 39.4 12:55:27 39.4 39.4 68.7 13:04:27 68.7 68.749.4 12:29:09 49.4 49.4 43.2 12:39:21 43.2 43.2 39.1 12:55:30 39.1 39.1 68.5 13:04:30 68.5 68.549.2 12:29:10 49.2 49.2 43.1 12:39:22 43.1 43.1 39.2 12:55:33 39.2 39.2 67.6 13:04:33 67.6 67.649.1 12:29:11 49.1 49.1 43.0 12:39:23 43.0 43.0 39.3 12:55:36 39.3 39.3 71.3 13:04:36 71.3 71.349.2 12:29:12 49.2 49.2 43.0 12:39:24 43.0 43.0 39.9 12:55:39 39.9 39.9 69.4 13:04:39 69.4 69.448.6 12:29:13 48.6 48.6 42.9 12:39:25 42.9 42.9 38.9 12:55:42 38.9 38.9 71.4 13:04:42 71.4 71.448.1 12:29:14 48.1 48.1 43.1 12:39:26 43.1 43.1 38.8 12:55:45 38.8 38.8 71.5 13:04:45 71.5 71.547.7 12:29:15 47.7 47.7 43.1 12:39:27 43.1 43.1 39 12:55:48 39 39 70.3 13:04:48 70.3 70.347.7 12:29:16 47.7 47.7 43.2 12:39:28 43.2 43.2 38.2 12:55:51 38.2 38.2 71.3 13:04:51 71.3 71.348.4 12:29:17 48.4 48.4 43.5 12:39:29 43.5 43.5 38.6 12:55:54 38.6 38.6 73.7 13:04:54 73.7 73.748.3 12:29:18 48.3 48.3 43.3 12:39:30 43.3 43.3 38.6 12:55:57 38.6 38.6 74.2 13:04:57 74.2 74.248.1 12:29:19 48.1 48.1 43.2 12:39:31 43.2 43.2 39.6 12:56:00 39.6 39.6 58.1 13:05:00 58.1 58.152.0 12:29:20 52.0 52.0 43.2 12:39:32 43.2 43.2 39 12:56:03 39 39 61.1 13:05:03 61.1 61.153.9 12:29:21 53.9 53.9 43.6 12:39:33 43.6 43.6 39.1 12:56:06 39.1 39.1 55.5 13:05:06 55.5 55.552.4 12:29:22 52.4 52.4 43.3 12:39:34 43.3 43.3 39.4 12:56:09 39.4 39.4 63.5 13:05:09 63.5 63.550.1 12:29:23 50.1 50.1 43.0 12:39:35 43.0 43.0 38.9 12:56:12 38.9 38.9 56.7 13:05:12 56.7 56.749.2 12:29:24 49.2 49.2 42.8 12:39:36 42.8 42.8 39.5 12:56:15 39.5 39.5 51.8 13:05:15 51.8 51.849.8 12:29:25 49.8 49.8 42.8 12:39:37 42.8 42.8 38.6 12:56:18 38.6 38.6 51.4 13:05:18 51.4 51.449.0 12:29:26 49.0 49.0 42.9 12:39:38 42.9 42.9 40.1 12:56:21 40.1 40.1 53.7 13:05:21 53.7 53.747.8 12:29:27 47.8 47.8 43.1 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47.7 47.7 43.3 12:47:27 43.3 43.3 46.2 13:19:48 56.8 46.2 46.2 46.4 13:28:48 63.4 46.4 46.447.1 12:37:16 47.1 47.1 43.6 12:47:28 43.6 43.6 45.2 13:19:51 56.8 45.2 45.2 45.9 13:28:51 63.4 45.9 45.947.6 12:37:17 47.6 47.6 44.3 12:47:29 44.3 44.3 44.2 13:19:54 56.8 44.2 44.2 46.4 13:28:54 63.4 46.4 46.449.1 12:37:18 49.1 49.1 44.6 12:47:30 44.6 44.6 45.4 13:19:57 56.8 45.4 45.4 46.8 13:28:57 63.4 46.8 46.849.5 12:37:19 49.5 49.5 43.9 12:47:31 43.9 43.9 41.7 13:20:00 56.8 41.7 41.7 52.3 13:29:00 63.4 52.3 52.349.1 12:37:20 49.1 49.1 43.5 12:47:32 43.5 43.5 41.8 13:20:03 56.8 41.8 41.8 48.5 13:29:03 63.3 48.5 48.548.6 12:37:21 48.6 48.6 43.3 12:47:33 43.3 43.3 43.8 13:20:06 56.8 43.8 43.8 47.9 13:29:06 63.3 47.9 47.948.2 12:37:22 48.2 48.2 43.0 12:47:34 43.0 43.0 43.7 13:20:09 56.8 43.7 43.7 46.6 13:29:09 63.3 46.6 46.647.6 12:37:23 47.6 47.6 42.9 12:47:35 42.9 42.9 43.7 13:20:12 56.8 43.7 43.7 46.1 13:29:12 63.3 46.1 46.147.1 12:37:24 47.1 47.1 42.8 12:47:36 42.8 42.8 41.3 13:20:15 56.8 41.3 41.3 45.9 13:29:15 63.3 45.9 45.947.0 12:37:25 47.0 47.0 42.8 12:47:37 42.8 42.8 42.8 13:20:18 56.8 42.8 42.8 46.2 13:29:18 63.3 46.2 46.247.4 12:37:26 47.4 47.4 42.6 12:47:38 42.6 42.6 41 13:20:21 56.8 41 41 47.2 13:29:21 63.3 47.2 47.246.5 12:37:27 46.5 46.5 42.5 12:47:39 42.5 42.5 40.4 13:20:24 56.8 40.4 40.4 47.9 13:29:24 63.3 47.9 47.946.2 12:37:28 46.2 46.2 42.6 12:47:40 42.6 42.6 40.4 13:20:27 56.8 40.4 40.4 47.5 13:29:27 63.3 47.5 47.546.6 12:37:29 46.6 46.6 42.4 12:47:41 42.4 42.4 40.5 13:20:30 56.8 40.5 40.5 50.6 13:29:30 63.3 50.6 50.647.0 12:37:30 47.0 47.0 42.6 12:47:42 42.6 42.6 41 13:20:33 56.8 41 41 48.4 13:29:33 63.3 48.4 48.446.4 12:37:31 46.4 46.4 43.5 12:47:43 43.5 43.5 39.2 13:20:36 56.8 39.2 39.2 47.7 13:29:36 63.2 47.7 47.747.5 12:37:32 47.5 47.5 44.0 12:47:44 44.0 44.0 41.9 13:20:39 56.8 41.9 41.9 47.3 13:29:39 63.2 47.3 47.347.4 12:37:33 47.4 47.4 43.6 12:47:45 43.6 43.6 38.9 13:20:42 56.8 38.9 38.9 47.5 13:29:42 63.2 47.5 47.551.9 12:37:34 51.9 51.9 43.4 12:47:46 43.4 43.4 40.5 13:20:45 56.8 40.5 40.5 46.5 13:29:45 63.2 46.5 46.550.4 12:37:35 50.4 50.4 43.2 12:47:47 43.2 43.2 46 13:20:48 56.8 46 46 46.3 13:29:48 63.2 46.3 46.347.9 12:37:36 47.9 47.9 42.8 12:47:48 42.8 42.8 46.5 13:20:51 56.8 46.5 46.5 46.9 13:29:51 63.2 46.9 46.946.2 12:37:37 46.2 46.2 42.7 12:47:49 42.7 42.7 40.1 13:20:54 56.8 40.1 40.1 47 13:29:54 63.2 47 4745.5 12:37:38 45.5 45.5 42.7 12:47:50 42.7 42.7 40.5 13:20:57 56.8 40.5 40.5 46.7 13:29:57 63.2 46.7 46.745.2 12:37:39 45.2 45.2 42.6 12:47:51 42.6 42.6 40.4 13:21:00 56.8 40.4 40.4 47.6 13:30:00 63.2 47.6 47.644.7 12:37:40 44.7 44.7 42.8 12:47:52 42.8 42.8 40.9 13:21:03 56.8 40.9 40.9 46.7 13:30:03 63.2 46.7 46.744.8 12:37:41 44.8 44.8 43.1 12:47:53 43.1 43.1 40.8 13:21:06 56.8 40.8 40.8 46.5 13:30:06 63.2 46.5 46.5

45.6 12:37:42 45.6 45.6 43.9 12:47:54 43.9 43.9 43.5 13:21:09 56.8 43.5 43.5 82 13:30:09 63.2 82 82

45.2 12:37:43 45.2 45.2 43.6 12:47:55 43.6 43.6 42 13:21:12 56.8 42 42 64.6 13:30:12 63.2 64.6 64.6

51.5 12:37:44 51.5 51.5 44.1 12:47:56 44.1 44.1 42 13:21:15 56.8 42 42 50.4 13:30:15 63.2 50.4 50.4

51.4 12:37:45 51.4 51.4 44.5 12:47:57 44.5 44.5 42.4 13:21:18 56.8 42.4 42.4 48.2 13:30:18 63.2 48.2 48.2

48.9 12:37:46 48.9 48.9 45.0 12:47:58 45.0 45.0 42 13:21:21 56.8 42 42 46.2 13:30:21 63.2 46.2 46.2

47.5 12:37:47 47.5 47.5 44.8 12:47:59 44.8 44.8 40.8 13:21:24 56.8 40.8 40.8 46.5 13:30:24 63.2 46.5 46.5

50.5 12:37:48 50.5 50.5 44.3 12:48:00 44.3 44.3 43.2 13:21:27 56.8 43.2 43.2 53.7 13:30:27 63.2 53.7 53.7

48.3 12:37:49 48.3 48.3 44.3 12:48:01 44.3 44.3 42.6 13:21:30 56.8 42.6 42.6 46.7 13:30:30 63.2 46.7 46.7

46.5 12:37:50 46.5 46.5 44.2 12:48:02 44.2 44.2 47.6 13:21:33 56.8 47.6 47.6 46 13:30:33 63.2 46 46

45.9 12:37:51 45.9 45.9 44.3 12:48:03 44.3 44.3 40.4 13:21:36 56.8 40.4 40.4 47.8 13:30:36 63.2 47.8 47.8

46.7 12:37:52 46.7 46.7 45.6 12:48:04 45.6 45.6 44.5 13:21:39 56.8 44.5 44.5 49.8 13:30:39 63.2 49.8 49.8

48.7 12:37:53 48.7 48.7 46.6 12:48:05 46.6 46.6 48.5 13:21:42 56.8 48.5 48.5 48.4 13:30:42 63.2 48.4 48.4

48.3 12:37:54 48.3 48.3 47.0 12:48:06 47.0 47.0 41.9 13:21:45 56.8 41.9 41.9 47.7 13:30:45 63.2 47.7 47.7

47.3 12:37:55 47.3 47.3 47.7 12:48:07 47.7 47.7 50.5 13:21:48 56.8 50.5 50.5 47.5 13:30:48 63.2 47.5 47.5

46.5 12:37:56 46.5 46.5 47.4 12:48:08 47.4 47.4 59.1 13:21:51 56.8 59.1 59.1 47.3 13:30:51 63.2 47.3 47.3

45.7 12:37:57 45.7 45.7 46.8 12:48:09 46.8 46.8 54.8 13:21:54 56.8 54.8 54.8 48.1 13:30:54 63.2 48.1 48.1

45.4 12:37:58 45.4 45.4 46.5 12:48:10 46.5 46.5 48.7 13:21:57 56.8 48.7 48.7 47.9 13:30:57 63.2 47.9 47.9

45.8 12:37:59 45.8 45.8 46.4 12:48:11 46.4 46.4 46.9 13:22:00 56.8 46.9 46.9 54 13:31:00 63.2 54 54

45.9 12:38:00 45.9 45.9 46.9 12:48:12 46.9 46.9 45.4 13:22:03 56.8 45.4 45.4 52.2 13:31:03 63.2 52.2 52.2

45.7 12:38:01 45.7 45.7 48.8 12:48:13 48.8 48.8 46.5 13:22:06 56.8 46.5 46.5 47.1 13:31:06 63.2 47.1 47.1

45.8 12:38:02 45.8 45.8 48.3 12:48:14 48.3 48.3 46.1 13:22:09 56.8 46.1 46.1 50 13:31:09 63.2 50 50

46.6 12:38:03 46.6 46.6 47.7 12:48:15 47.7 47.7 46 13:22:12 56.8 46 46 48.5 13:31:12 63.2 48.5 48.5

47.2 12:38:04 47.2 47.2 47.3 12:48:16 47.3 47.3 41.9 13:22:15 56.8 41.9 41.9 47.1 13:31:15 63.2 47.1 47.1

46.6 12:38:05 46.6 46.6 46.8 12:48:17 46.8 46.8 41.9 13:22:18 56.8 41.9 41.9 47.6 13:31:18 63.2 47.6 47.6

45.8 12:38:06 45.8 45.8 46.2 12:48:18 46.2 46.2 43.4 13:22:21 56.8 43.4 43.4 49 13:31:21 63.2 49 49

45.8 12:38:07 45.8 45.8 45.7 12:48:19 45.7 45.7 43.3 13:22:24 56.8 43.3 43.3 47.7 13:31:24 63.2 47.7 47.7

46.0 12:38:08 46.0 46.0 45.6 12:48:20 45.6 45.6 45.2 13:22:27 56.8 45.2 45.2 47.8 13:31:27 63.2 47.8 47.8

46.1 12:38:09 46.1 46.1 46.3 12:48:21 46.3 46.3 51.8 13:22:30 56.8 51.8 51.8 47.6 13:31:30 63.2 47.6 47.6

46.4 12:38:10 46.4 46.4 46.7 12:48:22 46.7 46.7 49.6 13:22:33 56.8 49.6 49.6 47.7 13:31:33 63.2 47.7 47.7

46.9 12:38:11 46.9 46.9 45.7 12:48:23 45.7 45.7 42.2 13:22:36 56.8 42.2 42.2 48.3 13:31:36 63.2 48.3 48.3

46.7 12:38:12 46.7 46.7 45.8 12:48:24 45.8 45.8 39.8 13:22:39 56.8 39.8 39.8 48.5 13:31:39 63.2 48.5 48.5

47.7 12:38:13 47.7 47.7 46.0 12:48:25 46.0 46.0 41 13:22:42 56.8 41 41 49.2 13:31:42 63.2 49.2 49.2

48.1 12:38:14 48.1 48.1 45.6 12:48:26 45.6 45.6 40.8 13:22:45 56.8 40.8 40.8 48.2 13:31:45 63.2 48.2 48.2

48.1 12:38:15 48.1 48.1 45.4 12:48:27 45.4 45.4 41.3 13:22:48 56.8 41.3 41.3 46.9 13:31:48 63.2 46.9 46.9

50.1 12:38:16 50.1 50.1 46.0 12:48:28 46.0 46.0 40.8 13:22:51 56.8 40.8 40.8 47.5 13:31:51 63.2 47.5 47.5

49.2 12:38:17 49.2 49.2 45.2 12:48:29 45.2 45.2 46.8 13:22:54 56.8 46.8 46.8 48.3 13:31:54 63.2 48.3 48.3

47.6 12:38:18 47.6 47.6 45.3 12:48:30 45.3 45.3 46.8 13:22:57 56.8 46.8 46.8 47.1 13:31:57 63.2 47.1 47.1

47.3 12:38:19 47.3 47.3 44.9 12:48:31 44.9 44.9 39.3 13:23:00 56.8 39.3 39.3 48.2 13:32:00 63.2 48.2 48.2

46.7 12:38:20 46.7 46.7 44.7 12:48:32 44.7 44.7 39.2 13:23:03 56.8 39.2 39.2 49.2 13:32:03 63.2 49.2 49.2

46.1 12:38:21 46.1 46.1 44.5 12:48:33 44.5 44.5 44.7 13:23:06 56.8 44.7 44.7 48.1 13:32:06 63.2 48.1 48.1

46.1 12:38:22 46.1 46.1 44.1 12:48:34 44.1 44.1 39.7 13:23:09 56.8 39.7 39.7 47.1 13:32:09 63.2 47.1 47.1

46.0 12:38:23 46.0 46.0 43.8 12:48:35 43.8 43.8 38.9 13:23:12 56.8 38.9 38.9 46.6 13:32:12 63.2 46.6 46.6

46.0 12:38:24 46.0 46.0 43.8 12:48:36 43.8 43.8 38.6 13:23:15 56.8 38.6 38.6 46.5 13:32:15 63.2 46.5 46.5

46.4 12:38:25 46.4 46.4 44.0 12:48:37 44.0 44.0 38.5 13:23:18 56.8 38.5 38.5 46.7 13:32:18 63.1 46.7 46.7

46.1 12:38:26 46.1 46.1 44.0 12:48:38 44.0 44.0 38.5 13:23:21 56.8 38.5 38.5 46.6 13:32:21 63.1 46.6 46.6

46.1 12:38:27 46.1 46.1 44.0 12:48:39 44.0 44.0 39 13:23:24 56.8 39 39 47.5 13:32:24 63.1 47.5 47.5

46.4 12:38:28 46.4 46.4 45.0 12:48:40 45.0 45.0 40.5 13:23:27 56.8 40.5 40.5 47 13:32:27 63.1 47 47

46.5 12:38:29 46.5 46.5 45.9 12:48:41 45.9 45.9 39.7 13:23:30 56.8 39.7 39.7 47.2 13:32:30 63.1 47.2 47.2

46.6 12:38:30 46.6 46.6 45.5 12:48:42 45.5 45.5 39.8 13:23:33 56.8 39.8 39.8 46.7 13:32:33 63.1 46.7 46.7

46.4 12:38:31 46.4 46.4 44.8 12:48:43 44.8 44.8 41 13:23:36 56.8 41 41 46.9 13:32:36 63.1 46.9 46.9

46.6 12:38:32 46.6 46.6 44.4 12:48:44 44.4 44.4 39.7 13:23:39 56.8 39.7 39.7 47.2 13:32:39 63.1 47.2 47.2

46.7 12:38:33 46.7 46.7 44.7 12:48:45 44.7 44.7 41.5 13:23:42 56.8 41.5 41.5 46.9 13:32:42 63.1 46.9 46.9

48.1 12:38:34 48.1 48.1 44.9 12:48:46 44.9 44.9 44.4 13:23:45 56.8 44.4 44.4 47 13:32:45 63.1 47 47

49.7 12:38:35 49.7 49.7 44.1 12:48:47 44.1 44.1 45.2 13:23:48 56.8 45.2 45.2 47.4 13:32:48 63.1 47.4 47.4

50.7 12:38:36 50.7 50.7 43.7 12:48:48 43.7 43.7 44.8 13:23:51 56.8 44.8 44.8 47.8 13:32:51 63.1 47.8 47.8

51.2 12:38:37 51.2 51.2 44.0 12:48:49 44.0 44.0 45.2 13:23:54 56.8 45.2 45.2 46.9 13:32:54 63.1 46.9 46.9

48.6 12:38:38 48.6 48.6 43.9 12:48:50 43.9 43.9 43.2 13:23:57 56.8 43.2 43.2 46.6 13:32:57 63.1 46.6 46.6

47.0 12:38:39 47.0 47.0 43.6 12:48:51 43.6 43.6 42.1 13:24:00 56.8 42.1 42.1 47.5 13:33:00 63.1 47.5 47.5

46.2 12:38:40 46.2 46.2 43.5 12:48:52 43.5 43.5 42.6 13:24:03 56.8 42.6 42.6 47 13:33:03 63.1 47 47

46.0 12:38:41 46.0 46.0 43.3 12:48:53 43.3 43.3 44.5 13:24:06 56.8 44.5 44.5 47.5 13:33:06 63.1 47.5 47.5

45.8 12:38:42 45.8 45.8 43.2 12:48:54 43.2 43.2 44.3 13:24:09 56.8 44.3 44.3 49.5 13:33:09 63.1 49.5 49.5

48.8 12:38:43 48.8 48.8 43.3 12:48:55 43.3 43.3 44.8 13:24:12 56.8 44.8 44.8 49.4 13:33:12 63.1 49.4 49.4

49.0 12:38:44 49.0 49.0 43.8 12:48:56 43.8 43.8 44.5 13:24:15 56.8 44.5 44.5 56.8 13:33:15 63.1 56.8 56.8

47.7 12:38:45 47.7 47.7 43.8 12:48:57 43.8 43.8 44.8 13:24:18 56.8 44.8 44.8 50 13:33:18 63.1 50 50

47.2 12:38:46 47.2 47.2 43.8 12:48:58 43.8 43.8 44.7 13:24:21 56.8 44.7 44.7 48.6 13:33:21 63.1 48.6 48.6

46.6 12:38:47 46.6 46.6 43.8 12:48:59 43.8 43.8 46 13:24:24 56.8 46 46 48.2 13:33:24 63.1 48.2 48.2

47.2 12:38:48 47.2 47.2 44.2 12:49:00 44.2 44.2 44.4 13:24:27 56.8 44.4 44.4 48.6 13:33:27 63.1 48.6 48.6

48.0 12:38:49 48.0 48.0 44.6 12:49:01 44.6 44.6 44.4 13:24:30 56.8 44.4 44.4 48.2 13:33:30 63.1 48.2 48.2

47.4 12:38:50 47.4 47.4 46.1 12:49:02 46.1 46.1 44.4 13:24:33 56.8 44.4 44.4 48.3 13:33:33 63.1 48.3 48.3

46.9 12:38:51 46.9 46.9 45.8 12:49:03 45.8 45.8 44.7 13:24:36 56.8 44.7 44.7 49.5 13:33:36 63.1 49.5 49.5

45.9 12:38:52 45.9 45.9 45.1 12:49:04 45.1 45.1 45.9 13:24:39 56.8 45.9 45.9 49 13:33:39 63.1 49 49

45.7 12:38:53 45.7 45.7 44.7 12:49:05 44.7 44.7 45.5 13:24:42 56.8 45.5 45.5 48.7 13:33:42 63.1 48.7 48.7

45.5 12:38:54 45.5 45.5 43.9 12:49:06 43.9 43.9 45.3 13:24:45 56.8 45.3 45.3 48.5 13:33:45 63.1 48.5 48.5

45.8 12:38:55 45.8 45.8 44.0 12:49:07 44.0 44.0 44.8 13:24:48 56.8 44.8 44.8 47 13:33:48 62.9 47 47

46.1 12:38:56 46.1 46.1 43.8 12:49:08 43.8 43.8 44.9 13:24:51 56.8 44.9 44.9 47.1 13:33:51 62.8 47.1 47.1

46.1 12:38:57 46.1 46.1 43.5 12:49:09 43.5 43.5 44.6 13:24:54 56.8 44.6 44.6 47.2 13:33:54 62.8 47.2 47.2

45.9 12:38:58 45.9 45.9 43.4 12:49:10 43.4 43.4 44.9 13:24:57 56.8 44.9 44.9 47.3 13:33:57 62.8 47.3 47.3

45.7 12:38:59 45.7 45.7 43.5 12:49:11 43.5 43.5 45.1 13:25:00 56.8 45.1 45.1 46.5 13:34:00 62.8 46.5 46.5

45.6 12:39:00 45.6 45.6 43.5 12:49:12 43.5 43.5 45.7 13:25:03 56.8 45.7 45.7 46.6 13:34:03 62.8 46.6 46.6

46.0 12:39:01 46.0 46.0 43.4 12:49:13 43.4 43.4 45.1 13:25:06 56.8 45.1 45.1 46.6 13:34:06 62.7 46.6 46.6

46.5 12:39:02 46.5 46.5 43.4 12:49:14 43.4 43.4 45 13:25:09 56.8 45 45 47.5 13:34:09 62.5 47.5 47.5

46.4 12:39:03 46.4 46.4 43.8 12:49:15 43.8 43.8 45.3 13:25:12 56.8 45.3 45.3 47.5 13:34:12 62.4 47.5 47.5

45.8 12:39:04 45.8 45.8 43.8 12:49:16 43.8 43.8 46.8 13:25:15 56.8 46.8 46.8 48.2 13:34:15 62.4 48.2 48.2

45.7 12:39:05 45.7 45.7 43.7 12:49:17 43.7 43.7 46.8 13:25:18 56.8 46.8 46.8 48.1 13:34:18 62.4 48.1 48.1

46.6 12:39:06 46.6 46.6 43.7 12:49:18 43.7 43.7 46.4 13:25:21 56.8 46.4 46.4 51.1 13:34:21 62.4 51.1 51.1

46.4 12:39:07 46.4 46.4 43.7 12:49:19 43.7 43.7 46.7 13:25:24 56.8 46.7 46.7 56.2 13:34:24 62.3 56.2 56.2

46.8 12:39:08 46.8 46.8 43.4 12:49:20 43.4 43.4 47.8 13:25:27 56.8 47.8 47.8 48.7 13:34:27 62.3 48.7 48.7

47.6 12:39:09 47.6 47.6 43.5 12:49:21 43.5 43.5 53.6 13:25:30 56.8 53.6 53.6 49.5 13:34:30 62.3 49.5 49.5

48.2 12:39:10 48.2 48.2 44.0 12:49:22 44.0 44.0 55.9 13:25:33 56.8 55.9 55.9 48.6 13:34:33 62.3 48.6 48.6

48.3 12:39:11 48.3 48.3 43.3 12:49:23 43.3 43.3 53.8 13:25:36 56.8 53.8 53.8 48.8 13:34:36 62.3 48.8 48.8

49.6 12:39:12 49.6 49.6 43.3 12:49:24 43.3 43.3 42.7 13:25:39 56.8 42.7 42.7 48.2 13:34:39 62.3 48.2 48.2

49.3 12:39:13 49.3 49.3 43.5 12:49:25 43.5 43.5 39.8 13:25:42 56.8 39.8 39.8 48.6 13:34:42 62.2 48.6 48.6

48.9 12:39:14 48.9 48.9 43.7 12:49:26 43.7 43.7 39.8 13:25:45 56.8 39.8 39.8 47.9 13:34:45 62.2 47.9 47.9

49.0 12:39:15 49.0 49.0 43.7 12:49:27 43.7 43.7 43.8 13:25:48 56.8 43.8 43.8 58.4 13:34:48 62.2 58.4 58.4

50.1 12:39:16 50.1 50.1 44.3 12:49:28 44.3 44.3 42.7 13:25:51 56.8 42.7 42.7 56.6 13:34:51 62.2 56.6 56.6

50.1 12:39:17 50.1 50.1 44.4 12:49:29 44.4 44.4 45.3 13:25:54 56.8 45.3 45.3 49.2 13:34:54 62.1 49.2 49.2

49.5 12:39:18 49.5 49.5 44.5 12:49:30 44.5 44.5 40 13:25:57 56.8 40 40 58.1 13:34:57 62.1 58.1 58.1

49.2 12:39:19 49.2 49.2 45.5 12:49:31 45.5 45.5 45.9 13:26:00 56.8 45.9 45.9 60.7 13:35:00 62.0 60.7 60.7

49.1 12:39:20 49.1 49.1 45.6 12:49:32 45.6 45.6 44 13:26:03 56.8 44 44 49.3 13:35:03 62.0 49.3 49.3

49.6 12:39:21 49.6 49.6 44.5 12:49:33 44.5 44.5 41.8 13:26:06 56.8 41.8 41.8 48.9 13:35:06 62.0 48.9 48.9

48.9 12:39:22 48.9 48.9 43.8 12:49:34 43.8 43.8 44.5 13:26:09 56.8 44.5 44.5 55.3 13:35:09 62.0 55.3 55.3

48.3 12:39:23 48.3 48.3 43.3 12:49:35 43.3 43.3 42.6 13:26:12 56.8 42.6 42.6 57 13:35:12 62.0 57 57

48.5 12:39:24 48.5 48.5 43.4 12:49:36 43.4 43.4 41.6 13:26:15 56.8 41.6 41.6 55.4 13:35:15 62.0 55.4 55.4

48.4 12:39:25 48.4 48.4 43.1 12:49:37 43.1 43.1 39.6 13:26:18 56.9 39.6 39.6 59 13:35:18 62.0 59 59

47.7 12:39:26 47.7 47.7 43.1 12:49:38 43.1 43.1 39 13:26:21 56.9 39 39 59.8 13:35:21 62.0 59.8 59.8

47.8 12:39:27 47.8 47.8 43.0 12:49:39 43.0 43.0 39.5 13:26:24 56.9 39.5 39.5 55.2 13:35:24 62.0 55.2 55.2

47.8 12:39:28 47.8 47.8 42.8 12:49:40 42.8 42.8 39.3 13:26:27 56.9 39.3 39.3 51.9 13:35:27 62.0 51.9 51.9

49.0 12:39:29 49.0 49.0 42.8 12:49:41 42.8 42.8 39.6 13:26:30 56.9 39.6 39.6 51.6 13:35:30 62.0 51.6 51.6

49.8 12:39:30 49.8 49.8 42.4 12:49:42 42.4 42.4 39.1 13:26:33 56.9 39.1 39.1 52 13:35:33 62.0 52 52

50.2 12:39:31 50.2 50.2 42.3 12:49:43 42.3 42.3 39.5 13:26:36 56.9 39.5 39.5 52.1 13:35:36 62.0 52.1 52.1

50.8 12:39:32 50.8 50.8 43.0 12:49:44 43.0 43.0 44 13:26:39 56.9 44 44 53 13:35:39 62.0 53 53

50.3 12:39:33 50.3 50.3 43.2 12:49:45 43.2 43.2 41.7 13:26:42 56.9 41.7 41.7 53.8 13:35:42 62.0 53.8 53.8

49.5 12:39:34 49.5 49.5 43.3 12:49:46 43.3 43.3 41.3 13:26:45 56.9 41.3 41.3 52.5 13:35:45 62.0 52.5 52.5

48.6 12:39:35 48.6 48.6 43.6 12:49:47 43.6 43.6 42.4 13:26:48 56.9 42.4 42.4 54.7 13:35:48 62.0 54.7 54.7

47.7 12:39:36 47.7 47.7 43.8 12:49:48 43.8 43.8 45 13:26:51 56.9 45 45 53.9 13:35:51 62.0 53.9 53.9

47.3 12:39:37 47.3 47.3 44.1 12:49:49 44.1 44.1 42.4 13:26:54 56.9 42.4 42.4 52.6 13:35:54 62.0 52.6 52.6

47.5 12:39:38 47.5 47.5 44.8 12:49:50 44.8 44.8 44.8 13:26:57 56.9 44.8 44.8 53.6 13:35:57 62.0 53.6 53.6

48.1 12:39:39 48.1 48.1 45.0 12:49:51 45.0 45.0 46.6 13:27:00 56.9 46.6 46.6 53.3 13:36:00 62.0 53.3 53.3


48.9 12:39:40 48.9 48.9 44.9 12:49:52 44.9 44.9 48.2 13:27:03 56.9 48.2 48.2 51.7 13:36:03 62.0 51.7 51.7

49.6 12:39:41 49.6 49.6 44.2 12:49:53 44.2 44.2 45 13:27:06 56.9 45 45 52.4 13:36:06 62.0 52.4 52.4

50.4 12:39:42 50.4 50.4 43.8 12:49:54 43.8 43.8 42.9 13:27:09 56.9 42.9 42.9 53 13:36:09 62.0 53 53

49.8 12:39:43 49.8 49.8 43.6 12:49:55 43.6 43.6 45.5 13:27:12 56.9 45.5 45.5 52.9 13:36:12 62.0 52.9 52.9

49.3 12:39:44 49.3 49.3 43.4 12:49:56 43.4 43.4 42.8 13:27:15 56.9 42.8 42.8 52.4 13:36:15 62.0 52.4 52.4

48.7 12:39:45 48.7 48.7 43.5 12:49:57 43.5 43.5 44.4 13:27:18 56.9 44.4 44.4 52.9 13:36:18 62.0 52.9 52.9

48.4 12:39:46 48.4 48.4 43.6 12:49:58 43.6 43.6 42.9 13:27:21 56.9 42.9 42.9 54.4 13:36:21 62.0 54.4 54.4

48.5 12:39:47 48.5 48.5 43.5 12:49:59 43.5 43.5 42.5 13:27:24 56.9 42.5 42.5 52.2 13:36:24 62.0 52.2 52.2

48.5 12:39:48 48.5 48.5 43.6 12:50:00 43.6 43.6 43 13:27:27 56.9 43 43 51.8 13:36:27 62.0 51.8 51.8

47.9 12:39:49 47.9 47.9 43.7 12:50:01 43.7 43.7 42.1 13:27:30 56.9 42.1 42.1 52.6 13:36:30 62.0 52.6 52.6

47.4 12:39:50 47.4 47.4 44.4 12:50:02 44.4 44.4 41 13:27:33 56.9 41 41 51.4 13:36:33 62.0 51.4 51.4

47.1 12:39:51 47.1 47.1 46.0 12:50:03 46.0 46.0 43.9 13:27:36 56.9 43.9 43.9 51.8 13:36:36 62.0 51.8 51.8

47.8 12:39:52 47.8 47.8 44.7 12:50:04 44.7 44.7 49.6 13:27:39 56.9 49.6 49.6 50.7 13:36:39 62.0 50.7 50.7

48.5 12:39:53 48.5 48.5 44.9 12:50:05 44.9 44.9 47.4 13:27:42 56.9 47.4 47.4 50.8 13:36:42 62.0 50.8 50.8

48.3 12:39:54 48.3 48.3 44.7 12:50:06 44.7 44.7 45.3 13:27:45 56.9 45.3 45.3 49.6 13:36:45 62.0 49.6 49.6

47.9 12:39:55 47.9 47.9 44.5 12:50:07 44.5 44.5 43.8 13:27:48 56.9 43.8 43.8 51.3 13:36:48 62.0 51.3 51.3

47.8 12:39:56 47.8 47.8 44.4 12:50:08 44.4 44.4 41 13:27:51 56.9 41 41 52.6 13:36:51 62.0 52.6 52.6

48.2 12:39:57 48.2 48.2 44.7 12:50:09 44.7 44.7 41.1 13:27:54 56.9 41.1 41.1 55.5 13:36:54 62.0 55.5 55.5

47.4 12:39:58 47.4 47.4 44.7 12:50:10 44.7 44.7 38.7 13:27:57 56.9 38.7 38.7 48.7 13:36:57 62.0 48.7 48.7

46.7 12:39:59 46.7 46.7 45.4 12:50:11 45.4 45.4 41.7 13:28:00 56.9 41.7 41.7 51.1 13:37:00 62.0 51.1 51.1

46.3 12:40:00 46.3 46.3 45.6 12:50:12 45.6 45.6 44.4 13:28:03 56.9 44.4 44.4 49.2 13:37:03 62.0 49.2 49.2

46.5 12:40:01 46.5 46.5 44.9 12:50:13 44.9 44.9 41.1 13:28:06 56.9 41.1 41.1 49.9 13:37:06 62.0 49.9 49.9

47.6 12:40:02 47.6 47.6 44.3 12:50:14 44.3 44.3 40.9 13:28:09 56.9 40.9 40.9 48.8 13:37:09 62.0 48.8 48.8

47.0 12:40:03 47.0 47.0 44.2 12:50:15 44.2 44.2 40.9 13:28:12 56.9 40.9 40.9 50.3 13:37:12 62.0 50.3 50.3

47.4 12:40:04 47.4 47.4 43.9 12:50:16 43.9 43.9 40.9 13:28:15 56.9 40.9 40.9 50.7 13:37:15 62.0 50.7 50.7

47.6 12:40:05 47.6 47.6 43.6 12:50:17 43.6 43.6 41.3 13:28:18 56.9 41.3 41.3 48.5 13:37:18 62.0 48.5 48.5

47.3 12:40:06 47.3 47.3 44.1 12:50:18 44.1 44.1 42 13:28:21 56.9 42 42 48.2 13:37:21 62.0 48.2 48.2

47.1 12:40:07 47.1 47.1 45.5 12:50:19 45.5 45.5 46.3 13:28:24 56.9 46.3 46.3 51.2 13:37:24 62.0 51.2 51.2

47.3 12:40:08 47.3 47.3 45.8 12:50:20 45.8 45.8 45.1 13:28:27 56.9 45.1 45.1 50.9 13:37:27 62.0 50.9 50.9

48.0 12:40:09 48.0 48.0 46.2 12:50:21 46.2 46.2 50.7 13:28:30 56.9 50.7 50.7 49.6 13:37:30 62.0 49.6 49.6

49.2 12:40:10 49.2 49.2 46.0 12:50:22 46.0 46.0 43.6 13:28:33 56.9 43.6 43.6 52 13:37:33 62.0 52 52

49.2 12:40:11 49.2 49.2 44.7 12:50:23 44.7 44.7 42.9 13:28:36 56.9 42.9 42.9 52.8 13:37:36 62.0 52.8 52.8

48.5 12:40:12 48.5 48.5 43.7 12:50:24 43.7 43.7 42.4 13:28:39 56.9 42.4 42.4 51 13:37:39 62.0 51 51

48.3 12:40:13 48.3 48.3 43.3 12:50:25 43.3 43.3 41.7 13:28:42 56.9 41.7 41.7 49.4 13:37:42 62.0 49.4 49.4

48.3 12:40:14 48.3 48.3 43.1 12:50:26 43.1 43.1 39.3 13:28:45 56.9 39.3 39.3 53 13:37:45 62.0 53 53

48.8 12:40:15 48.8 48.8 42.9 12:50:27 42.9 42.9 40.3 13:28:48 56.9 40.3 40.3 50.5 13:37:48 62.0 50.5 50.5

49.4 12:40:16 49.4 49.4 43.1 12:50:28 43.1 43.1 39.7 13:28:51 56.9 39.7 39.7 49.6 13:37:51 62.0 49.6 49.6

49.1 12:40:17 49.1 49.1 43.3 12:50:29 43.3 43.3 41.5 13:28:54 56.9 41.5 41.5 49.5 13:37:54 62.0 49.5 49.5

49.5 12:40:18 49.5 49.5 43.0 12:50:30 43.0 43.0 40.3 13:28:57 56.9 40.3 40.3 50.4 13:37:57 62.0 50.4 50.4

49.3 12:40:19 49.3 49.3 42.9 12:50:31 42.9 42.9 45.4 13:29:00 56.9 45.4 45.4 50.8 13:38:00 62.0 50.8 50.8

49.7 12:40:20 49.7 49.7 43.3 12:50:32 43.3 43.3 41.8 13:29:03 56.9 41.8 41.8 51.5 13:38:03 62.0 51.5 51.5

50.2 12:40:21 50.2 50.2 43.4 12:50:33 43.4 43.4 40.5 13:29:06 56.9 40.5 40.5 51.4 13:38:06 62.0 51.4 51.4

49.7 12:40:22 49.7 49.7 43.4 12:50:34 43.4 43.4 40.6 13:29:09 56.9 40.6 40.6 50.7 13:38:09 62.0 50.7 50.7

49.2 12:40:23 49.2 49.2 43.3 12:50:35 43.3 43.3 38.1 13:29:12 56.9 38.1 38.1 51.4 13:38:12 62.0 51.4 51.4

48.2 12:40:24 48.2 48.2 43.5 12:50:36 43.5 43.5 39.4 13:29:15 56.9 39.4 39.4 52.8 13:38:15 62.0 52.8 52.8

47.7 12:40:25 47.7 47.7 43.4 12:50:37 43.4 43.4 41.3 13:29:18 56.9 41.3 41.3 54.2 13:38:18 62.0 54.2 54.2

47.4 12:40:26 47.4 47.4 43.4 12:50:38 43.4 43.4 38.1 13:29:21 56.9 38.1 38.1 51.4 13:38:21 62.0 51.4 51.4

46.4 12:40:27 46.4 46.4 43.9 12:50:39 43.9 43.9 40 13:29:24 56.9 40 40 50.6 13:38:24 62.0 50.6 50.6

46.4 12:40:28 46.4 46.4 44.1 12:50:40 44.1 44.1 41.2 13:29:27 56.9 41.2 41.2 50.6 13:38:27 62.0 50.6 50.6

47.0 12:40:29 47.0 47.0 44.0 12:50:41 44.0 44.0 38.6 13:29:30 56.9 38.6 38.6 48.8 13:38:30 62.0 48.8 48.8

47.4 12:40:30 47.4 47.4 43.9 12:50:42 43.9 43.9 39 13:29:33 56.9 39 39 50.1 13:38:33 62.0 50.1 50.1

47.0 12:40:31 47.0 47.0 43.6 12:50:43 43.6 43.6 38.9 13:29:36 56.9 38.9 38.9 49.9 13:38:36 62.0 49.9 49.9

47.2 12:40:32 47.2 47.2 43.4 12:50:44 43.4 43.4 40 13:29:39 56.9 40 40 49.7 13:38:39 62.0 49.7 49.7

47.3 12:40:33 47.3 47.3 43.2 12:50:45 43.2 43.2 41.1 13:29:42 56.9 41.1 41.1 50.6 13:38:42 62.0 50.6 50.6

46.4 12:40:34 46.4 46.4 43.2 12:50:46 43.2 43.2 42.2 13:29:45 56.8 42.2 42.2 46.7 13:38:45 62.0 46.7 46.7

46.4 12:40:35 46.4 46.4 43.7 12:50:47 43.7 43.7 39.9 13:29:48 56.8 39.9 39.9 49.4 13:38:48 62.0 49.4 49.4

46.5 12:40:36 46.5 46.5 44.5 12:50:48 44.5 44.5 39.2 13:29:51 56.8 39.2 39.2 50.5 13:38:51 62.0 50.5 50.5

46.4 12:40:37 46.4 46.4 47.1 12:50:49 47.1 47.1 39.2 13:29:54 56.8 39.2 39.2 51.6 13:38:54 62.0 51.6 51.6

46.5 12:40:38 46.5 46.5 47.2 12:50:50 47.2 47.2 39.1 13:29:57 56.8 39.1 39.1 52.7 13:38:57 62.0 52.7 52.7

46.4 12:40:39 46.4 46.4 45.8 12:50:51 45.8 45.8 38.7 13:30:00 56.8 38.7 38.7 55 13:39:00 62.0 55 55

46.2 12:40:40 46.2 46.2 44.9 12:50:52 44.9 44.9 38.8 13:30:03 56.9 38.8 38.8 50.5 13:39:03 62.0 50.5 50.5

45.7 12:40:41 45.7 45.7 44.6 12:50:53 44.6 44.6 42.1 13:30:06 56.8 42.1 42.1 49.7 13:39:06 62.0 49.7 49.7

45.6 12:40:42 45.6 45.6 44.2 12:50:54 44.2 44.2 41.1 13:30:09 56.8 41.1 41.1 49.6 13:39:09 62.0 49.6 49.6

45.5 12:40:43 45.5 45.5 44.0 12:50:55 44.0 44.0 40.3 13:30:12 56.8 40.3 40.3 48.7 13:39:12 62.0 48.7 48.7

44.9 12:40:44 44.9 44.9 43.8 12:50:56 43.8 43.8 38.7 13:30:15 56.8 38.7 38.7 50 13:39:15 62.0 50 50

44.5 12:40:45 44.5 44.5 43.4 12:50:57 43.4 43.4 39 13:30:18 56.8 39 39 52.2 13:39:18 62.0 52.2 52.2

43.9 12:40:46 43.9 43.9 43.2 12:50:58 43.2 43.2 38.8 13:30:21 56.8 38.8 38.8 52 13:39:21 62.0 52 52

44.0 12:40:47 44.0 44.0 43.6 12:50:59 43.6 43.6 39.4 13:30:24 56.8 39.4 39.4 51.4 13:39:24 62.0 51.4 51.4

44.5 12:40:48 44.5 44.5 43.7 12:51:00 43.7 43.7 39.2 13:30:27 56.8 39.2 39.2 51.4 13:39:27 62.0 51.4 51.4

44.9 12:40:49 44.9 44.9 43.9 12:51:01 43.9 43.9 39.1 13:30:30 56.8 39.1 39.1 54.4 13:39:30 62.0 54.4 54.4

45.2 12:40:50 45.2 45.2 44.1 12:51:02 44.1 44.1 38.8 13:30:33 56.8 38.8 38.8 52.5 13:39:33 62.0 52.5 52.5

45.2 12:40:51 45.2 45.2 43.8 12:51:03 43.8 43.8 39.1 13:30:36 56.8 39.1 39.1 55.4 13:39:36 62.0 55.4 55.4

45.1 12:40:52 45.1 45.1 44.1 12:51:04 44.1 44.1 39.5 13:30:39 56.8 39.5 39.5 56.9 13:39:39 62.0 56.9 56.9

45.1 12:40:53 45.1 45.1 43.8 12:51:05 43.8 43.8 39.9 13:30:42 56.8 39.9 39.9 53.9 13:39:42 62.0 53.9 53.9

45.0 12:40:54 45.0 45.0 43.7 12:51:06 43.7 43.7 38.7 13:30:45 56.8 38.7 38.7 52 13:39:45 62.0 52 52

45.0 12:40:55 45.0 45.0 43.9 12:51:07 43.9 43.9 40 13:30:48 56.8 40 40 51.9 13:39:48 62.0 51.9 51.9

44.6 12:40:56 44.6 44.6 44.0 12:51:08 44.0 44.0 39 13:30:51 56.8 39 39 50.1 13:39:51 62.0 50.1 50.1

45.0 12:40:57 45.0 45.0 44.0 12:51:09 44.0 44.0 40 13:30:54 56.8 40 40 48.8 13:39:54 62.0 48.8 48.8

45.9 12:40:58 45.9 45.9 44.5 12:51:10 44.5 44.5 39.6 13:30:57 56.8 39.6 39.6 51.6 13:39:57 62.0 51.6 51.6

46.2 12:40:59 46.2 46.2 45.3 12:51:11 45.3 45.3 39.9 13:31:00 56.8 39.9 39.9 49.2 13:40:00 62.0 49.2 49.2

46.3 12:41:00 46.3 46.3 44.7 12:51:12 44.7 44.7 39.7 13:31:03 56.8 39.7 39.7 51.2 13:40:03 62.0 51.2 51.2

46.0 12:41:01 46.0 46.0 44.2 12:51:13 44.2 44.2 39.7 13:31:06 56.8 39.7 39.7 47.7 13:40:06 62.0 47.7 47.7

46.7 12:41:02 46.7 46.7 44.4 12:51:14 44.4 44.4 39.1 13:31:09 56.8 39.1 39.1 49 13:40:09 62.0 49 49

47.5 12:41:03 47.5 47.5 44.0 12:51:15 44.0 44.0 39.7 13:31:12 56.8 39.7 39.7 49.2 13:40:12 62.0 49.2 49.2

48.4 12:41:04 48.4 48.4 43.8 12:51:16 43.8 43.8 39 13:31:15 56.8 39 39 50.3 13:40:15 62.0 50.3 50.3

49.0 12:41:05 49.0 49.0 43.8 12:51:17 43.8 43.8 39.4 13:31:18 56.8 39.4 39.4 48.8 13:40:18 62.0 48.8 48.8

48.5 12:41:06 48.5 48.5 44.0 12:51:18 44.0 44.0 38.7 13:31:21 56.8 38.7 38.7 47.6 13:40:21 62.0 47.6 47.6

48.3 12:41:07 48.3 48.3 44.0 12:51:19 44.0 44.0 38.7 13:31:24 56.8 38.7 38.7 48.2 13:40:24 62.0 48.2 48.2

47.3 12:41:08 47.3 47.3 44.0 12:51:20 44.0 44.0 39.2 13:31:27 56.8 39.2 39.2 49.8 13:40:27 62.0 49.8 49.8

46.5 12:41:09 46.5 46.5 44.2 12:51:21 44.2 44.2 39.3 13:31:30 56.8 39.3 39.3 47.5 13:40:30 62.0 47.5 47.5

45.7 12:41:10 45.7 45.7 43.8 12:51:22 43.8 43.8 38.8 13:31:33 56.8 38.8 38.8 49.5 13:40:33 62.0 49.5 49.5

45.1 12:41:11 45.1 45.1 43.6 12:51:23 43.6 43.6 39.5 13:31:36 56.8 39.5 39.5 48.3 13:40:36 62.0 48.3 48.3

44.9 12:41:12 44.9 44.9 44.1 12:51:24 44.1 44.1 39.5 13:31:39 56.8 39.5 39.5 48.1 13:40:39 62.0 48.1 48.1

45.7 12:41:13 45.7 45.7 44.1 12:51:25 44.1 44.1 39 13:31:42 56.8 39 39 49.9 13:40:42 62.0 49.9 49.9

45.2 12:41:14 45.2 45.2 44.3 12:51:26 44.3 44.3 45.2 13:31:45 56.8 45.2 45.2 48.4 13:40:45 62.0 48.4 48.4

44.7 12:41:15 44.7 44.7 44.4 12:51:27 44.4 44.4 42 13:31:48 56.8 42 42 48.1 13:40:48 62.0 48.1 48.1

45.3 12:41:16 45.3 45.3 44.9 12:51:28 44.9 44.9 40.4 13:31:51 56.8 40.4 40.4 49.5 13:40:51 62.0 49.5 49.5

45.9 12:41:17 45.9 45.9 44.6 12:51:29 44.6 44.6 40.8 13:31:54 56.8 40.8 40.8 47.4 13:40:54 62.0 47.4 47.4

46.3 12:41:18 46.3 46.3 44.5 12:51:30 44.5 44.5 40.8 13:31:57 56.8 40.8 40.8 47.3 13:40:57 62.0 47.3 47.3

47.2 12:41:19 47.2 47.2 45.5 12:51:31 45.5 45.5 40.6 13:32:00 56.8 40.6 40.6 47.4 13:41:00 62.0 47.4 47.4

47.4 12:41:20 47.4 47.4 45.5 12:51:32 45.5 45.5 39.3 13:32:03 56.8 39.3 39.3 48.1 13:41:03 62.0 48.1 48.1

47.3 12:41:21 47.3 47.3 45.1 12:51:33 45.1 45.1 39.6 13:32:06 56.8 39.6 39.6 48.5 13:41:06 62.0 48.5 48.5

46.9 12:41:22 46.9 46.9 44.6 12:51:34 44.6 44.6 40.1 13:32:09 56.8 40.1 40.1 47.1 13:41:09 62.0 47.1 47.1

46.9 12:41:23 46.9 46.9 44.4 12:51:35 44.4 44.4 39.4 13:32:12 56.8 39.4 39.4 47.1 13:41:12 62.0 47.1 47.1

46.8 12:41:24 46.8 46.8 44.0 12:51:36 44.0 44.0 39.5 13:32:15 56.8 39.5 39.5 49.6 13:41:15 62.0 49.6 49.6

47.0 12:41:25 47.0 47.0 44.1 12:51:37 44.1 44.1 40 13:32:18 56.8 40 40 49.6 13:41:18 62.0 49.6 49.6

47.3 12:41:26 47.3 47.3 44.3 12:51:38 44.3 44.3 40.7 13:32:21 56.8 40.7 40.7 50 13:41:21 62.0 50 50

46.7 12:41:27 46.7 46.7 44.0 12:51:39 44.0 44.0 39.8 13:32:24 56.8 39.8 39.8 48.6 13:41:24 62.0 48.6 48.6

45.8 12:41:28 45.8 45.8 43.9 12:51:40 43.9 43.9 39.6 13:32:27 56.8 39.6 39.6 48 13:41:27 62.0 48 48

49.4 12:41:29 49.4 49.4 44.9 12:51:41 44.9 44.9 40.6 13:32:30 56.8 40.6 40.6 49.7 13:41:30 62.0 49.7 49.7

49.9 12:41:30 49.9 49.9 46.6 12:51:42 46.6 46.6 40.5 13:32:33 56.8 40.5 40.5 49.7 13:41:33 62.0 49.7 49.7

50.3 12:41:31 50.3 50.3 48.5 12:51:43 48.5 48.5 41.7 13:32:36 56.8 41.7 41.7 49.8 13:41:36 62.0 49.8 49.8

50.5 12:41:32 50.5 50.5 51.7 12:51:44 51.7 51.7 40 13:32:39 56.8 40 40 53.2 13:41:39 62.0 53.2 53.2

50.9 12:41:33 50.9 50.9 52.5 12:51:45 52.5 52.5 39.7 13:32:42 56.8 39.7 39.7 65.2 13:41:42 62.0 65.2 65.2

50.5 12:41:34 50.5 50.5 51.2 12:51:46 51.2 51.2 44.9 13:32:45 56.8 44.9 44.9 60.5 13:41:45 62.0 60.5 60.5

49.0 12:41:35 49.0 49.0 49.3 12:51:47 49.3 49.3 38.9 13:32:48 56.8 38.9 38.9 50.7 13:41:48 62.0 50.7 50.7

47.1 12:41:36 47.1 47.1 47.1 12:51:48 47.1 47.1 39.2 13:32:51 56.8 39.2 39.2 49.4 13:41:51 62.0 49.4 49.4

45.9 12:41:37 45.9 45.9 45.7 12:51:49 45.7 45.7 43.2 13:32:54 56.8 43.2 43.2 48.4 13:41:54 60.8 48.4 48.4

45.2 12:41:38 45.2 45.2 44.8 12:51:50 44.8 44.8 38.9 13:32:57 56.8 38.9 38.9 47.7 13:41:57 60.2 47.7 47.7

45.0 12:41:39 45.0 45.0 44.9 12:51:51 44.9 44.9 39.5 13:33:00 56.8 39.5 39.5 48.7 13:42:00 59.8 48.7 48.7

44.9 12:41:40 44.9 44.9 45.2 12:51:52 45.2 45.2 40 13:33:03 56.8 40 40 47.8 13:42:03 59.8 47.8 47.8

44.6 12:41:41 44.6 44.6 44.7 12:51:53 44.7 44.7 40.5 13:33:06 56.8 40.5 40.5 47.1 13:42:06 59.8 47.1 47.1

44.6 12:41:42 44.6 44.6 44.6 12:51:54 44.6 44.6 40.6 13:33:09 56.8 40.6 40.6 47.9 13:42:09 59.8 47.9 47.9

45.1 12:41:43 45.1 45.1 44.1 12:51:55 44.1 44.1 39.7 13:33:12 56.8 39.7 39.7 47.4 13:42:12 59.8 47.4 47.4

44.8 12:41:44 44.8 44.8 43.4 12:51:56 43.4 43.4 40.2 13:33:15 56.8 40.2 40.2 47.8 13:42:15 59.8 47.8 47.8

44.6 12:41:45 44.6 44.6 43.2 12:51:57 43.2 43.2 39.3 13:33:18 56.8 39.3 39.3 49.1 13:42:18 59.8 49.1 49.1

45.1 12:41:46 45.1 45.1 43.0 12:51:58 43.0 43.0 40.1 13:33:21 56.8 40.1 40.1 48.2 13:42:21 59.8 48.2 48.2

45.7 12:41:47 45.7 45.7 42.9 12:51:59 42.9 42.9 38.8 13:33:24 56.8 38.8 38.8 48.8 13:42:24 59.8 48.8 48.8

45.8 12:41:48 45.8 45.8 42.7 12:52:00 42.7 42.7 39.8 13:33:27 56.8 39.8 39.8 50.7 13:42:27 59.8 50.7 50.7

46.1 12:41:49 46.1 46.1 42.7 12:52:01 42.7 42.7 38.9 13:33:30 56.7 38.9 38.9 50.5 13:42:30 59.8 50.5 50.5

46.2 12:41:50 46.2 46.2 43.1 12:52:02 43.1 43.1 38.8 13:33:33 56.5 38.8 38.8 48.6 13:42:33 59.8 48.6 48.6

46.1 12:41:51 46.1 46.1 44.1 12:52:03 44.1 44.1 39.9 13:33:36 56.5 39.9 39.9 50.8 13:42:36 59.8 50.8 50.8

46.1 12:41:52 46.1 46.1 43.6 12:52:04 43.6 43.6 39.2 13:33:39 56.5 39.2 39.2 47.7 13:42:39 59.8 47.7 47.7

46.3 12:41:53 46.3 46.3 43.1 12:52:05 43.1 43.1 41.5 13:33:42 56.5 41.5 41.5 49.5 13:42:42 59.8 49.5 49.5

46.5 12:41:54 46.5 46.5 43.2 12:52:06 43.2 43.2 39.8 13:33:45 56.5 39.8 39.8 49.1 13:42:45 59.8 49.1 49.1

46.6 12:41:55 46.6 46.6 43.2 12:52:07 43.2 43.2 38.9 13:33:48 56.5 38.9 38.9 48.5 13:42:48 59.8 48.5 48.5

46.4 12:41:56 46.4 46.4 43.0 12:52:08 43.0 43.0 40.5 13:33:51 56.5 40.5 40.5 48.2 13:42:51 59.8 48.2 48.2

46.6 12:41:57 46.6 46.6 42.8 12:52:09 42.8 42.8 40.6 13:33:54 56.5 40.6 40.6 47.1 13:42:54 59.8 47.1 47.1

46.7 12:41:58 46.7 46.7 42.9 12:52:10 42.9 42.9 40.3 13:33:57 56.5 40.3 40.3 51.8 13:42:57 59.8 51.8 51.8

46.6 12:41:59 46.6 46.6 43.7 12:52:11 43.7 43.7 40.7 13:34:00 56.5 40.7 40.7 54.5 13:43:00 59.8 54.5 54.5

46.1 12:42:00 46.1 46.1 45.2 12:52:12 45.2 45.2 40.7 13:34:03 56.5 40.7 40.7 51.4 13:43:03 59.8 51.4 51.4

46.3 12:42:01 46.3 46.3 45.7 12:52:13 45.7 45.7 39.9 13:34:06 56.5 39.9 39.9 51.5 13:43:06 59.8 51.5 51.5

46.2 12:42:02 46.2 46.2 45.1 12:52:14 45.1 45.1 40.7 13:34:09 56.5 40.7 40.7 48.8 13:43:09 59.8 48.8 48.8

46.0 12:42:03 46.0 46.0 44.6 12:52:15 44.6 44.6 39.5 13:34:12 56.5 39.5 39.5 47.4 13:43:12 59.8 47.4 47.4

45.8 12:42:04 45.8 45.8 44.2 12:52:16 44.2 44.2 39.7 13:34:15 56.5 39.7 39.7 47.1 13:43:15 59.8 47.1 47.1

46.1 12:42:05 46.1 46.1 44.0 12:52:17 44.0 44.0 39 13:34:18 56.5 39 39 49.4 13:43:18 59.8 49.4 49.4

47.4 12:42:06 47.4 47.4 43.7 12:52:18 43.7 43.7 39.5 13:34:21 56.5 39.5 39.5 50.1 13:43:21 59.8 50.1 50.1

47.2 12:42:07 47.2 47.2 43.4 12:52:19 43.4 43.4 41.3 13:34:24 56.5 41.3 41.3 49.1 13:43:24 59.8 49.1 49.1

47.0 12:42:08 47.0 47.0 43.2 12:52:20 43.2 43.2 40.1 13:34:27 56.5 40.1 40.1 49.8 13:43:27 59.8 49.8 49.8

47.2 12:42:09 47.2 47.2 43.6 12:52:21 43.6 43.6 39.8 13:34:30 56.5 39.8 39.8 48.8 13:43:30 59.8 48.8 48.8

47.3 12:42:10 47.3 47.3 43.7 12:52:22 43.7 43.7 38.8 13:34:33 56.5 38.8 38.8 49.6 13:43:33 59.8 49.6 49.6

47.3 12:42:11 47.3 47.3 43.4 12:52:23 43.4 43.4 39.7 13:34:36 56.5 39.7 39.7 48.3 13:43:36 59.8 48.3 48.3

47.0 12:42:12 47.0 47.0 43.6 12:52:24 43.6 43.6 40.4 13:34:39 56.5 40.4 40.4 47.5 13:43:39 59.8 47.5 47.5

47.0 12:42:13 47.0 47.0 43.9 12:52:25 43.9 43.9 39.2 13:34:42 56.5 39.2 39.2 50.1 13:43:42 59.8 50.1 50.1

47.0 12:42:14 47.0 47.0 44.0 12:52:26 44.0 44.0 39.4 13:34:45 56.5 39.4 39.4 48.1 13:43:45 59.8 48.1 48.1

47.2 12:42:15 47.2 47.2 44.0 12:52:27 44.0 44.0 40.7 13:34:48 56.5 40.7 40.7 49.2 13:43:48 59.9 49.2 49.2

46.6 12:42:16 46.6 46.6 43.9 12:52:28 43.9 43.9 39.9 13:34:51 56.5 39.9 39.9 46.8 13:43:51 60.2 46.8 46.8

45.8 12:42:17 45.8 45.8 43.7 12:52:29 43.7 43.7 39.8 13:34:54 56.5 39.8 39.8 47.1 13:43:54 60.2 47.1 47.1

45.3 12:42:18 45.3 45.3 43.4 12:52:30 43.4 43.4 39.8 13:34:57 56.5 39.8 39.8 46.3 13:43:57 60.2 46.3 46.3

44.8 12:42:19 44.8 44.8 43.3 12:52:31 43.3 43.3 39.4 13:35:00 56.5 39.4 39.4 47.7 13:44:00 60.2 47.7 47.7

44.8 12:42:20 44.8 44.8 43.2 12:52:32 43.2 43.2 40 13:35:03 56.5 40 40 48 13:44:03 60.2 48 48

45.3 12:42:21 45.3 45.3 43.2 12:52:33 43.2 43.2 39.7 13:35:06 56.5 39.7 39.7 47.8 13:44:06 60.2 47.8 47.8


45.7 12:42:22 45.7 45.7 43.0 12:52:34 43.0 43.0 38.9 13:35:09 56.5 38.9 38.9 50.1 13:44:09 60.2 50.1 50.1

46.3 12:42:23 46.3 46.3 43.0 12:52:35 43.0 43.0 39.7 13:35:12 56.5 39.7 39.7 48 13:44:12 60.3 48 48

45.5 12:42:24 45.5 45.5 43.0 12:52:36 43.0 43.0 39.5 13:35:15 56.5 39.5 39.5 50 13:44:15 60.3 50 50

45.3 12:42:25 45.3 45.3 43.0 12:52:37 43.0 43.0 39 13:35:18 56.5 39 39 47.8 13:44:18 60.3 47.8 47.8

44.8 12:42:26 44.8 44.8 42.8 12:52:38 42.8 42.8 38.5 13:35:21 56.5 38.5 38.5 48.6 13:44:21 60.3 48.6 48.6

45.0 12:42:27 45.0 45.0 42.8 12:52:39 42.8 42.8 39.2 13:35:24 56.5 39.2 39.2 47.9 13:44:24 60.3 47.9 47.9

44.7 12:42:28 44.7 44.7 43.0 12:52:40 43.0 43.0 39.4 13:35:27 56.5 39.4 39.4 48.9 13:44:27 60.3 48.9 48.9

45.1 12:42:29 45.1 45.1 43.1 12:52:41 43.1 43.1 39.2 13:35:30 56.5 39.2 39.2 48.5 13:44:30 60.3 48.5 48.5

44.9 12:42:30 44.9 44.9 42.9 12:52:42 42.9 42.9 40 13:35:33 56.5 40 40 48.7 13:44:33 60.3 48.7 48.7

45.5 12:42:31 45.5 45.5 43.0 12:52:43 43.0 43.0 38.6 13:35:36 56.5 38.6 38.6 49 13:44:36 60.3 49 49

44.9 12:42:32 44.9 44.9 43.2 12:52:44 43.2 43.2 38.7 13:35:39 56.5 38.7 38.7 48.4 13:44:39 60.3 48.4 48.4

45.1 12:42:33 45.1 45.1 43.1 12:52:45 43.1 43.1 38.3 13:35:42 56.5 38.3 38.3 48.2 13:44:42 60.3 48.2 48.2

44.8 12:42:34 44.8 44.8 42.8 12:52:46 42.8 42.8 39.2 13:35:45 56.5 39.2 39.2 52.3 13:44:45 60.3 52.3 52.3

44.6 12:42:35 44.6 44.6 42.9 12:52:47 42.9 42.9 40.5 13:35:48 56.5 40.5 40.5 48.6 13:44:48 60.3 48.6 48.6

44.3 12:42:36 44.3 44.3 43.0 12:52:48 43.0 43.0 39.8 13:35:51 56.5 39.8 39.8 48.8 13:44:51 60.3 48.8 48.8

44.7 12:42:37 44.7 44.7 43.4 12:52:49 43.4 43.4 39.1 13:35:54 56.5 39.1 39.1 47.3 13:44:54 60.3 47.3 47.3

45.3 12:42:38 45.3 45.3 43.5 12:52:50 43.5 43.5 40.6 13:35:57 56.5 40.6 40.6 49.5 13:44:57 60.3 49.5 49.5

45.2 12:42:39 45.2 45.2 43.4 12:52:51 43.4 43.4 40 13:36:00 56.5 40 40 48.6 13:45:00 60.3 48.6 48.6

45.1 12:42:40 45.1 45.1 44.3 12:52:52 44.3 44.3 38.9 13:36:03 56.5 38.9 38.9 49.8 13:45:03 60.3 49.8 49.8

44.8 12:42:41 44.8 44.8 44.4 12:52:53 44.4 44.4 39.3 13:36:06 56.5 39.3 39.3 48.9 13:45:06 60.3 48.9 48.9

44.4 12:42:42 44.4 44.4 44.1 12:52:54 44.1 44.1 40.6 13:36:09 56.5 40.6 40.6 48.2 13:45:09 60.3 48.2 48.2

44.4 12:42:43 44.4 44.4 44.0 12:52:55 44.0 44.0 40.2 13:36:12 56.5 40.2 40.2 48.7 13:45:12 60.3 48.7 48.7

44.5 12:42:44 44.5 44.5 44.8 12:52:56 44.8 44.8 40.1 13:36:15 56.5 40.1 40.1 48 13:45:15 60.3 48 48

44.3 12:42:45 44.3 44.3 44.9 12:52:57 44.9 44.9 39.6 13:36:18 56.5 39.6 39.6 47.8 13:45:18 60.3 47.8 47.8

44.5 12:42:46 44.5 44.5 44.5 12:52:58 44.5 44.5 40 13:36:21 56.5 40 40 47.4 13:45:21 60.3 47.4 47.4

45.5 12:42:47 45.5 45.5 44.2 12:52:59 44.2 44.2 40.2 13:36:24 56.5 40.2 40.2 48.5 13:45:24 60.3 48.5 48.5

45.4 12:42:48 45.4 45.4 44.2 12:53:00 44.2 44.2 38.9 13:36:27 56.5 38.9 38.9 48.8 13:45:27 60.3 48.8 48.8

45.3 12:42:49 45.3 45.3 44.3 12:53:01 44.3 44.3 39.5 13:36:30 56.5 39.5 39.5 48.1 13:45:30 60.3 48.1 48.1

45.6 12:42:50 45.6 45.6 43.8 12:53:02 43.8 43.8 40.7 13:36:33 56.5 40.7 40.7 48 13:45:33 60.3 48 48

45.8 12:42:51 45.8 45.8 43.6 12:53:03 43.6 43.6 39.7 13:36:36 56.5 39.7 39.7 48.3 13:45:36 60.3 48.3 48.3

46.2 12:42:52 46.2 46.2 43.9 12:53:04 43.9 43.9 39.3 13:36:39 56.5 39.3 39.3 48 13:45:39 60.3 48 48

46.8 12:42:53 46.8 46.8 44.5 12:53:05 44.5 44.5 39.2 13:36:42 56.5 39.2 39.2 49.8 13:45:42 60.3 49.8 49.8

46.7 12:42:54 46.7 46.7 44.2 12:53:06 44.2 44.2 40 13:36:45 56.5 40 40 47.7 13:45:45 60.3 47.7 47.7

46.3 12:42:55 46.3 46.3 43.6 12:53:07 43.6 43.6 40.3 13:36:48 56.5 40.3 40.3 49.1 13:45:48 60.3 49.1 49.1

46.2 12:42:56 46.2 46.2 43.2 12:53:08 43.2 43.2 40.1 13:36:51 56.5 40.1 40.1 48.1 13:45:51 60.3 48.1 48.1

45.8 12:42:57 45.8 45.8 42.7 12:53:09 42.7 42.7 40.3 13:36:54 56.5 40.3 40.3 47.4 13:45:54 60.3 47.4 47.4

45.7 12:42:58 45.7 45.7 42.5 12:53:10 42.5 42.5 40 13:36:57 56.5 40 40 47.9 13:45:57 60.3 47.9 47.9

45.8 12:42:59 45.8 45.8 43.0 12:53:11 43.0 43.0 40.9 13:37:00 56.5 40.9 40.9 48 13:46:00 60.3 48 48

45.6 12:43:00 45.6 45.6 43.0 12:53:12 43.0 43.0 43.6 13:37:03 56.5 43.6 43.6 47.3 13:46:03 60.3 47.3 47.3

45.4 12:43:01 45.4 45.4 43.2 12:53:13 43.2 43.2 41.2 13:37:06 56.5 41.2 41.2 48.9 13:46:06 60.3 48.9 48.9

45.8 12:43:02 45.8 45.8 43.0 12:53:14 43.0 43.0 45.5 13:37:09 56.5 45.5 45.5 48.6 13:46:09 60.3 48.6 48.6

45.4 12:43:03 45.4 45.4 42.8 12:53:15 42.8 42.8 43.7 13:37:12 56.5 43.7 43.7 48.7 13:46:12 60.3 48.7 48.7

45.2 12:43:04 45.2 45.2 42.7 12:53:16 42.7 42.7 43.1 13:37:15 56.5 43.1 43.1 49.9 13:46:15 60.3 49.9 49.9

45.9 12:43:05 45.9 45.9 42.8 12:53:17 42.8 42.8 42.6 13:37:18 56.5 42.6 42.6 49.4 13:46:18 60.3 49.4 49.4

46.2 12:43:06 46.2 46.2 43.0 12:53:18 43.0 43.0 42.2 13:37:21 56.5 42.2 42.2 49.7 13:46:21 60.3 49.7 49.7

46.3 12:43:07 46.3 46.3 43.6 12:53:19 43.6 43.6 43.5 13:37:24 56.5 43.5 43.5 49.2 13:46:24 60.3 49.2 49.2

46.2 12:43:08 46.2 46.2 43.7 12:53:20 43.7 43.7 47.2 13:37:27 56.5 47.2 47.2 50.8 13:46:27 60.3 50.8 50.8

46.6 12:43:09 46.6 46.6 43.5 12:53:21 43.5 43.5 54.3 13:37:30 56.5 54.3 54.3 49.2 13:46:30 60.3 49.2 49.2

46.3 12:43:10 46.3 46.3 43.6 12:53:22 43.6 43.6 48.7 13:37:33 56.5 48.7 48.7 48 13:46:33 60.3 48 48

45.8 12:43:11 45.8 45.8 43.2 12:53:23 43.2 43.2 42.4 13:37:36 56.5 42.4 42.4 47.9 13:46:36 60.3 47.9 47.9

46.3 12:43:12 46.3 46.3 43.3 12:53:24 43.3 43.3 43.2 13:37:39 56.5 43.2 43.2 48 13:46:39 60.3 48 48

54.2 12:43:13 54.2 54.2 42.9 12:53:25 42.9 42.9 42.5 13:37:42 56.5 42.5 42.5 48.5 13:46:42 60.3 48.5 48.5

58.0 12:43:14 58.0 58.0 42.6 12:53:26 42.6 42.6 40.8 13:37:45 56.5 40.8 40.8 51.7 13:46:45 60.3 51.7 51.7

58.6 12:43:15 58.6 58.6 42.6 12:53:27 42.6 42.6 41.8 13:37:48 56.5 41.8 41.8 49.7 13:46:48 60.3 49.7 49.7

57.9 12:43:16 57.9 57.9 42.8 12:53:28 42.8 42.8 44 13:37:51 56.5 44 44 49.6 13:46:51 60.3 49.6 49.6

57.0 12:43:17 57.0 57.0 43.0 12:53:29 43.0 43.0 44.2 13:37:54 56.5 44.2 44.2 49.8 13:46:54 60.3 49.8 49.8

61.1 12:43:18 61.1 61.1 43.7 12:53:30 43.7 43.7 42.4 13:37:57 56.5 42.4 42.4 48.4 13:46:57 60.3 48.4 48.4

59.6 12:43:19 59.6 59.6 43.1 12:53:31 43.1 43.1 42.2 13:38:00 56.5 42.2 42.2 52 13:47:00 60.3 52 52

56.4 12:43:20 56.4 56.4 43.2 12:53:32 43.2 43.2 43.4 13:38:03 56.5 43.4 43.4 63.7 13:47:03 60.3 63.7 63.7

53.9 12:43:21 53.9 53.9 43.4 12:53:33 43.4 43.4 40.9 13:38:06 56.5 40.9 40.9 78.4 13:47:06 60.3 78.4 78.4

51.9 12:43:22 51.9 51.9 43.2 12:53:34 43.2 43.2 44.8 13:38:09 56.5 44.8 44.8 87.6 13:47:09 60.3 87.6 87.6

50.2 12:43:23 50.2 50.2 42.9 12:53:35 42.9 42.9 43 13:38:12 56.5 43 43 82 13:47:12 60.3 82 82

48.6 12:43:24 48.6 48.6 42.9 12:53:36 42.9 42.9 43.4 13:38:15 56.5 43.4 43.4 67.2 13:47:15 60.3 67.2 67.2

48.3 12:43:25 48.3 48.3 43.2 12:53:37 43.2 43.2 44.5 13:38:18 56.5 44.5 44.5 57.2 13:47:18 60.3 57.2 57.2

48.0 12:43:26 48.0 48.0 48.1 12:53:38 48.1 48.1 43.5 13:38:21 56.5 43.5 43.5 52.4 13:47:21 60.3 52.4 52.4

49.5 12:43:27 49.5 49.5 48.6 12:53:39 48.6 48.6 42.7 13:38:24 56.5 42.7 42.7 49.9 13:47:24 60.3 49.9 49.9

49.1 12:43:28 49.1 49.1 46.1 12:53:40 46.1 46.1 46.5 13:38:27 56.5 46.5 46.5 49.5 13:47:27 60.3 49.5 49.5

49.3 12:43:29 49.3 49.3 44.5 12:53:41 44.5 44.5 43.4 13:38:30 56.5 43.4 43.4 50.3 13:47:30 60.3 50.3 50.3

49.5 12:43:30 49.5 49.5 43.5 12:53:42 43.5 43.5 46.4 13:38:33 56.5 46.4 46.4 49.7 13:47:33 60.3 49.7 49.7

49.2 12:43:31 49.2 49.2 42.8 12:53:43 42.8 42.8 42.8 13:38:36 56.5 42.8 42.8 49.2 13:47:36 60.3 49.2 49.2

48.8 12:43:32 48.8 48.8 42.4 12:53:44 42.4 42.4 42.4 13:38:39 56.5 42.4 42.4 49.5 13:47:39 60.3 49.5 49.5

49.2 12:43:33 49.2 49.2 42.2 12:53:45 42.2 42.2 42.7 13:38:42 56.5 42.7 42.7 51 13:47:42 60.3 51 51

50.4 12:43:34 50.4 50.4 42.2 12:53:46 42.2 42.2 46.2 13:38:45 56.5 46.2 46.2 50 13:47:45 60.3 50 50

50.3 12:43:35 50.3 50.3 42.2 12:53:47 42.2 42.2 46.5 13:38:48 56.5 46.5 46.5 50.2 13:47:48 60.3 50.2 50.2

49.3 12:43:36 49.3 49.3 42.2 12:53:48 42.2 42.2 46.1 13:38:51 56.5 46.1 46.1 49.7 13:47:51 60.3 49.7 49.7

50.6 12:43:37 50.6 50.6 42.4 12:53:49 42.4 42.4 47.2 13:38:54 56.5 47.2 47.2 51.3 13:47:54 60.3 51.3 51.3

51.5 12:43:38 51.5 51.5 42.4 12:53:50 42.4 42.4 55 13:38:57 56.5 55 55 49.1 13:47:57 60.3 49.1 49.1

51.3 12:43:39 51.3 51.3 42.3 12:53:51 42.3 42.3 50.1 13:39:00 56.5 50.1 50.1 48.4 13:48:00 60.3 48.4 48.4

50.8 12:43:40 50.8 50.8 42.6 12:53:52 42.6 42.6 49.2 13:39:03 56.5 49.2 49.2 50.3 13:48:03 60.3 50.3 50.3

52.4 12:43:41 52.4 52.4 43.0 12:53:53 43.0 43.0 48.6 13:39:06 56.5 48.6 48.6 49.3 13:48:06 60.3 49.3 49.3

52.6 12:43:42 52.6 52.6 43.1 12:53:54 43.1 43.1 48.3 13:39:09 56.5 48.3 48.3 48.5 13:48:09 60.3 48.5 48.5

50.8 12:43:43 50.8 50.8 42.9 12:53:55 42.9 42.9 48.8 13:39:12 56.5 48.8 48.8 47.8 13:48:12 60.3 47.8 47.8

50.3 12:43:44 50.3 50.3 42.6 12:53:56 42.6 42.6 46.5 13:39:15 56.5 46.5 46.5 47.5 13:48:15 60.3 47.5 47.5

49.5 12:43:45 49.5 49.5 42.4 12:53:57 42.4 42.4 51.4 13:39:18 56.5 51.4 51.4 47.7 13:48:18 60.3 47.7 47.7

50.0 12:43:46 50.0 50.0 42.2 12:53:58 42.2 42.2 50.7 13:39:21 56.5 50.7 50.7 47.5 13:48:21 60.3 47.5 47.5

48.7 12:43:47 48.7 48.7 42.1 12:53:59 42.1 42.1 48.3 13:39:24 56.5 48.3 48.3 47.8 13:48:24 60.3 47.8 47.8

49.1 12:43:48 49.1 49.1 42.1 12:54:00 42.1 42.1 44.1 13:39:27 56.5 44.1 44.1 48.2 13:48:27 60.3 48.2 48.2

51.6 12:43:49 51.6 51.6 42.5 12:54:01 42.5 42.5 46 13:39:30 56.5 46 46 48.3 13:48:30 60.3 48.3 48.3

52.4 12:43:50 52.4 52.4 42.2 12:54:02 42.2 42.2 42.5 13:39:33 56.5 42.5 42.5 48.2 13:48:33 60.3 48.2 48.2

50.5 12:43:51 50.5 50.5 42.4 12:54:03 42.4 42.4 41.6 13:39:36 56.5 41.6 41.6 50.1 13:48:36 60.3 50.1 50.1

49.3 12:43:52 49.3 49.3 42.3 12:54:04 42.3 42.3 48.1 13:39:39 56.5 48.1 48.1 50.1 13:48:39 60.3 50.1 50.1

50.2 12:43:53 50.2 50.2 42.4 12:54:05 42.4 42.4 45.7 13:39:42 56.5 45.7 45.7 50.9 13:48:42 60.3 50.9 50.9

50.5 12:43:54 50.5 50.5 42.6 12:54:06 42.6 42.6 46.9 13:39:45 56.5 46.9 46.9 49.1 13:48:45 60.3 49.1 49.1

49.8 12:43:55 49.8 49.8 42.6 12:54:07 42.6 42.6 46.9 13:39:48 56.5 46.9 46.9 47.8 13:48:48 60.3 47.8 47.8

52.4 12:43:56 52.4 52.4 42.5 12:54:08 42.5 42.5 43.5 13:39:51 56.5 43.5 43.5 47.6 13:48:51 60.3 47.6 47.6

57.1 12:43:57 57.1 57.1 42.4 12:54:09 42.4 42.4 44.5 13:39:54 56.5 44.5 44.5 50.4 13:48:54 60.2 50.4 50.4

56.0 12:43:58 56.0 56.0 42.5 12:54:10 42.5 42.5 45 13:39:57 56.5 45 45 47.4 13:48:57 60.2 47.4 47.4

54.0 12:43:59 54.0 54.0 42.4 12:54:11 42.4 42.4 40.4 13:40:00 56.5 40.4 40.4 47.7 13:49:00 60.2 47.7 47.7

53.0 12:44:00 53.0 53.0 42.1 12:54:12 42.1 42.1 42.4 13:40:03 56.5 42.4 42.4 48.2 13:49:03 60.2 48.2 48.2

51.9 12:44:01 51.9 51.9 41.8 12:54:13 41.8 41.8 41.4 13:40:06 56.5 41.4 41.4 49.4 13:49:06 60.2 49.4 49.4

51.4 12:44:02 51.4 51.4 41.9 12:54:14 41.9 41.9 43.8 13:40:09 56.5 43.8 43.8 49.1 13:49:09 60.2 49.1 49.1

51.9 12:44:03 51.9 51.9 42.2 12:54:15 42.2 42.2 43.1 13:40:12 56.5 43.1 43.1 51.3 13:49:12 60.2 51.3 51.3

51.8 12:44:04 51.8 51.8 42.6 12:54:16 42.6 42.6 41 13:40:15 56.5 41 41 51.3 13:49:15 60.2 51.3 51.3

50.5 12:44:05 50.5 50.5 42.4 12:54:17 42.4 42.4 41.5 13:40:18 56.5 41.5 41.5 52.4 13:49:18 60.2 52.4 52.4

49.2 12:44:06 49.2 49.2 42.1 12:54:18 42.1 42.1 47 13:40:21 56.5 47 47 51.4 13:49:21 60.2 51.4 51.4

49.2 12:44:07 49.2 49.2 42.0 12:54:19 42.0 42.0 41.3 13:40:24 56.5 41.3 41.3 48.8 13:49:24 60.2 48.8 48.8

49.3 12:44:08 49.3 49.3 41.9 12:54:20 41.9 41.9 42.1 13:40:27 56.5 42.1 42.1 49.2 13:49:27 60.3 49.2 49.2

49.1 12:44:09 49.1 49.1 42.1 12:54:21 42.1 42.1 41.7 13:40:30 56.5 41.7 41.7 49.1 13:49:30 60.3 49.1 49.1

49.7 12:44:10 49.7 49.7 42.0 12:54:22 42.0 42.0 46.3 13:40:33 56.5 46.3 46.3 48.6 13:49:33 60.3 48.6 48.6

48.4 12:44:11 48.4 48.4 41.9 12:54:23 41.9 41.9 42.4 13:40:36 56.5 42.4 42.4 50.3 13:49:36 60.3 50.3 50.3

47.0 12:44:12 47.0 47.0 42.1 12:54:24 42.1 42.1 40.2 13:40:39 56.5 40.2 40.2 49 13:49:39 60.3 49 49

46.5 12:44:13 46.5 46.5 42.7 12:54:25 42.7 42.7 41.4 13:40:42 56.5 41.4 41.4 49.8 13:49:42 60.3 49.8 49.8

45.8 12:44:14 45.8 45.8 42.5 12:54:26 42.5 42.5 43.1 13:40:45 56.5 43.1 43.1 52.7 13:49:45 60.3 52.7 52.7

45.7 12:44:15 45.7 45.7 42.3 12:54:27 42.3 42.3 40.7 13:40:48 56.5 40.7 40.7 51.2 13:49:48 60.3 51.2 51.2

45.6 12:44:16 45.6 45.6 42.6 12:54:28 42.6 42.6 42.6 13:40:51 56.5 42.6 42.6 49 13:49:51 60.2 49 49

45.7 12:44:17 45.7 45.7 43.5 12:54:29 43.5 43.5 41.4 13:40:54 56.5 41.4 41.4 47.2 13:49:54 60.2 47.2 47.2

45.5 12:44:18 45.5 45.5 43.0 12:54:30 43.0 43.0 42.1 13:40:57 56.5 42.1 42.1 47.6 13:49:57 60.2 47.6 47.6

45.6 12:44:19 45.6 45.6 42.8 12:54:31 42.8 42.8 40.3 13:41:00 56.5 40.3 40.3 47 13:50:00 60.2 47 47

45.3 12:44:20 45.3 45.3 42.3 12:54:32 42.3 42.3 42.2 13:41:03 56.5 42.2 42.2 47.5 13:50:03 60.2 47.5 47.5

45.4 12:44:21 45.4 45.4 42.0 12:54:33 42.0 42.0 44.1 13:41:06 56.5 44.1 44.1 47.3 13:50:06 60.2 47.3 47.3

45.2 12:44:22 45.2 45.2 42.4 12:54:34 42.4 42.4 41.4 13:41:09 56.5 41.4 41.4 47.1 13:50:09 60.2 47.1 47.1

45.1 12:44:23 45.1 45.1 42.5 12:54:35 42.5 42.5 40.7 13:41:12 56.5 40.7 40.7 47.8 13:50:12 60.2 47.8 47.8

44.9 12:44:24 44.9 44.9 42.4 12:54:36 42.4 42.4 41.5 13:41:15 56.5 41.5 41.5 50.1 13:50:15 60.2 50.1 50.1

44.6 12:44:25 44.6 44.6 42.3 12:54:37 42.3 42.3 41.4 13:41:18 56.5 41.4 41.4 48.9 13:50:18 60.2 48.9 48.9

44.3 12:44:26 44.3 44.3 42.5 12:54:38 42.5 42.5 41.3 13:41:21 56.5 41.3 41.3 48 13:50:21 60.2 48 48

44.7 12:44:27 44.7 44.7 42.7 12:54:39 42.7 42.7 41.1 13:41:24 56.5 41.1 41.1 48.8 13:50:24 60.2 48.8 48.8

44.6 12:44:28 44.6 44.6 42.3 12:54:40 42.3 42.3 43.6 13:41:27 56.5 43.6 43.6 47.6 13:50:27 60.2 47.6 47.6

44.4 12:44:29 44.4 44.4 42.1 12:54:41 42.1 42.1 43.6 13:41:30 56.5 43.6 43.6 48.5 13:50:30 60.2 48.5 48.5

44.6 12:44:30 44.6 44.6 42.3 12:54:42 42.3 42.3 40.8 13:41:33 55.5 40.8 40.8 48 13:50:33 60.2 48 48

44.5 12:44:31 44.5 44.5 42.5 12:54:43 42.5 42.5 40.5 13:41:36 55.2 40.5 40.5 49.3 13:50:36 60.2 49.3 49.3

45.0 12:44:32 45.0 45.0 42.6 12:54:44 42.6 42.6 41.2 13:41:39 55.2 41.2 41.2 48.9 13:50:39 60.2 48.9 48.9

45.5 12:44:33 45.5 45.5 42.9 12:54:45 42.9 42.9 43.6 13:41:42 55.2 43.6 43.6 49.7 13:50:42 60.2 49.7 49.7

45.0 12:44:34 45.0 45.0 42.6 12:54:46 42.6 42.6 41.9 13:41:45 55.2 41.9 41.9 50.1 13:50:45 60.2 50.1 50.1

44.6 12:44:35 44.6 44.6 42.2 12:54:47 42.2 42.2 41.1 13:41:48 55.2 41.1 41.1 48.2 13:50:48 60.2 48.2 48.2

44.8 12:44:36 44.8 44.8 42.3 12:54:48 42.3 42.3 45.8 13:41:51 55.2 45.8 45.8 48.7 13:50:51 60.2 48.7 48.7

44.3 12:44:37 44.3 44.3 42.5 12:54:49 42.5 42.5 44 13:41:54 55.2 44 44 49.7 13:50:54 60.2 49.7 49.7

43.8 12:44:38 43.8 43.8 42.4 12:54:50 42.4 42.4 43.6 13:41:57 55.2 43.6 43.6 47.1 13:50:57 60.2 47.1 47.1

44.3 12:44:39 44.3 44.3 42.3 12:54:51 42.3 42.3 46.9 13:42:00 55.2 46.9 46.9 50.8 13:51:00 60.2 50.8 50.8

44.7 12:44:40 44.7 44.7 42.3 12:54:52 42.3 42.3 44 13:42:03 55.2 44 44 46.9 13:51:03 60.2 46.9 46.9

45.1 12:44:41 45.1 45.1 41.8 12:54:53 41.8 41.8 45.9 13:42:06 55.2 45.9 45.9 46.9 13:51:06 60.2 46.9 46.9

45.0 12:44:42 45.0 45.0 41.7 12:54:54 41.7 41.7 45.3 13:42:09 55.2 45.3 45.3 48 13:51:09 60.2 48 48

44.4 12:44:43 44.4 44.4 42.0 12:54:55 42.0 42.0 42.4 13:42:12 55.2 42.4 42.4 48.1 13:51:12 60.2 48.1 48.1

44.3 12:44:44 44.3 44.3 42.2 12:54:56 42.2 42.2 43.2 13:42:15 55.2 43.2 43.2 47.1 13:51:15 60.2 47.1 47.1

44.0 12:44:45 44.0 44.0 42.1 12:54:57 42.1 42.1 42.2 13:42:18 55.2 42.2 42.2 47 13:51:18 60.2 47 47

43.9 12:44:46 43.9 43.9 42.0 12:54:58 42.0 42.0 41.7 13:42:21 55.2 41.7 41.7 47.7 13:51:21 60.2 47.7 47.7

43.8 12:44:47 43.8 43.8 42.0 12:54:59 42.0 42.0 42.2 13:42:24 55.2 42.2 42.2 46.9 13:51:24 60.2 46.9 46.9

44.2 12:44:48 44.2 44.2 42.0 12:55:00 42.0 42.0 42.4 13:42:27 55.2 42.4 42.4 47.3 13:51:27 60.2 47.3 47.3

46.5 12:44:49 46.5 46.5 42.1 12:55:01 42.1 42.1 41.6 13:42:30 55.2 41.6 41.6 47 13:51:30 60.2 47 47

48.8 12:44:50 48.8 48.8 42.4 12:55:02 42.4 42.4 41.5 13:42:33 55.2 41.5 41.5 48.6 13:51:33 60.2 48.6 48.6

47.0 12:44:51 47.0 47.0 42.4 12:55:03 42.4 42.4 40.9 13:42:36 55.2 40.9 40.9 49 13:51:36 60.2 49 49

52.8 12:44:52 52.8 52.8 42.5 12:55:04 42.5 42.5 40.8 13:42:39 55.2 40.8 40.8 50.2 13:51:39 60.2 50.2 50.2

57.7 12:44:53 57.7 57.7 42.3 12:55:05 42.3 42.3 41.7 13:42:42 55.2 41.7 41.7 48.8 13:51:42 60.2 48.8 48.8

55.3 12:44:54 55.3 55.3 42.0 12:55:06 42.0 42.0 41.8 13:42:45 55.2 41.8 41.8 49.5 13:51:45 60.2 49.5 49.5

54.4 12:44:55 54.4 54.4 42.1 12:55:07 42.1 42.1 41.5 13:42:48 55.2 41.5 41.5 48.8 13:51:48 60.2 48.8 48.8

51.4 12:44:56 51.4 51.4 42.3 12:55:08 42.3 42.3 41.9 13:42:51 55.2 41.9 41.9 48.2 13:51:51 60.2 48.2 48.2

48.6 12:44:57 48.6 48.6 42.5 12:55:09 42.5 42.5 40.6 13:42:54 55.2 40.6 40.6 49.2 13:51:54 60.2 49.2 49.2

46.7 12:44:58 46.7 46.7 42.6 12:55:10 42.6 42.6 40.6 13:42:57 55.2 40.6 40.6 49.1 13:51:57 60.2 49.1 49.1

45.8 12:44:59 45.8 45.8 42.6 12:55:11 42.6 42.6 42.1 13:43:00 55.2 42.1 42.1 47.1 13:52:00 60.2 47.1 47.1

45.1 12:45:00 45.1 45.1 43.8 12:55:12 43.8 43.8 42 13:43:03 55.2 42 42 47.3 13:52:03 60.2 47.3 47.3

44.8 12:45:01 44.8 44.8 43.5 12:55:13 43.5 43.5 44.7 13:43:06 55.2 44.7 44.7 50.9 13:52:06 60.2 50.9 50.9

44.6 12:45:02 44.6 44.6 43.2 12:55:14 43.2 43.2 41.8 13:43:09 55.2 41.8 41.8 48.2 13:52:09 60.2 48.2 48.2

45.0 12:45:03 45.0 45.0 43.0 12:55:15 43.0 43.0 45.9 13:43:12 55.2 45.9 45.9 48.2 13:52:12 60.2 48.2 48.2


46.8 12:45:04 46.8 46.8 43.1 12:55:16 43.1 43.1 42.4 13:43:15 55.2 42.4 42.4 47.2 13:52:15 60.2 47.2 47.2

49.7 12:45:05 49.7 49.7 43.1 12:55:17 43.1 43.1 42.5 13:43:18 55.2 42.5 42.5 47.4 13:52:18 60.2 47.4 47.4

48.5 12:45:06 48.5 48.5 42.9 12:55:18 42.9 42.9 41.3 13:43:21 55.2 41.3 41.3 48.4 13:52:21 60.2 48.4 48.4

47.6 12:45:07 47.6 47.6 42.5 12:55:19 42.5 42.5 42.2 13:43:24 55.2 42.2 42.2 49.4 13:52:24 60.2 49.4 49.4

48.8 12:45:08 48.8 48.8 42.3 12:55:20 42.3 42.3 42.9 13:43:27 55.2 42.9 42.9 47.6 13:52:27 60.2 47.6 47.6

49.8 12:45:09 49.8 49.8 40.8 12:55:21 40.8 40.8 41.4 13:43:30 55.2 41.4 41.4 48.8 13:52:30 61.4 48.8 48.8

49.5 12:45:10 49.5 49.5 40.3 12:55:22 40.3 40.3 41.8 13:43:33 55.2 41.8 41.8 48.9 13:52:33 61.8 48.9 48.9

48.1 12:45:11 48.1 48.1 40.1 12:55:23 40.1 40.1 43.9 13:43:36 55.2 43.9 43.9 47.1 13:52:36 61.9 47.1 47.1

46.7 12:45:12 46.7 46.7 39.9 12:55:24 39.9 39.9 43 13:43:39 55.2 43 43 48.4 13:52:39 61.9 48.4 48.4

46.1 12:45:13 46.1 46.1 39.9 12:55:25 39.9 39.9 42.9 13:43:42 55.2 42.9 42.9 51.4 13:52:42 61.9 51.4 51.4

45.9 12:45:14 45.9 45.9 40.0 12:55:26 40.0 40.0 44.4 13:43:45 55.2 44.4 44.4 49.7 13:52:45 61.9 49.7 49.7

45.7 12:45:15 45.7 45.7 39.8 12:55:27 39.8 39.8 48.9 13:43:48 55.2 48.9 48.9 48.9 13:52:48 61.9 48.9 48.9

45.7 12:45:16 45.7 45.7 39.7 12:55:28 39.7 39.7 46.4 13:43:51 55.2 46.4 46.4 46.9 13:52:51 61.9 46.9 46.9

45.9 12:45:17 45.9 45.9 40.1 12:55:29 40.1 40.1 44.6 13:43:54 55.2 44.6 44.6 47.4 13:52:54 61.9 47.4 47.4

46.6 12:45:18 46.6 46.6 40.1 12:55:30 40.1 40.1 43.3 13:43:57 55.2 43.3 43.3 47.2 13:52:57 61.9 47.2 47.2

46.6 12:45:19 46.6 46.6 40.2 12:55:31 40.2 40.2 43.3 13:44:00 55.2 43.3 43.3 46.7 13:53:00 61.9 46.7 46.7

46.8 12:45:20 46.8 46.8 40.2 12:55:32 40.2 40.2 42.1 13:44:03 55.2 42.1 42.1 49.6 13:53:03 61.9 49.6 49.6

46.4 12:45:21 46.4 46.4 40.2 12:55:33 40.2 40.2 42.8 13:44:06 55.2 42.8 42.8 48.3 13:53:06 61.9 48.3 48.3

45.7 12:45:22 45.7 45.7 40.0 12:55:34 40.0 40.0 43 13:44:09 55.2 43 43 50.7 13:53:09 61.9 50.7 50.7

45.3 12:45:23 45.3 45.3 40.1 12:55:35 40.1 40.1 43 13:44:12 55.2 43 43 49.2 13:53:12 61.9 49.2 49.2

45.7 12:45:24 45.7 45.7 39.9 12:55:36 39.9 39.9 42.3 13:44:15 55.2 42.3 42.3 48.1 13:53:15 61.9 48.1 48.1

46.5 12:45:25 46.5 46.5 40.0 12:55:37 40.0 40.0 41.3 13:44:18 55.2 41.3 41.3 47.7 13:53:18 61.9 47.7 47.7

46.5 12:45:26 46.5 46.5 39.9 12:55:38 39.9 39.9 43.3 13:44:21 55.2 43.3 43.3 47.3 13:53:21 61.9 47.3 47.3

47.2 12:45:27 47.2 47.2 40.0 12:55:39 40.0 40.0 43.4 13:44:24 55.3 43.4 43.4 47.1 13:53:24 61.9 47.1 47.1

46.2 12:45:28 46.2 46.2 40.3 12:55:40 40.3 40.3 44.5 13:44:27 55.3 44.5 44.5 48.5 13:53:27 61.9 48.5 48.5

45.7 12:45:29 45.7 45.7 40.7 12:55:41 40.7 40.7 44.4 13:44:30 55.3 44.4 44.4 49.2 13:53:30 61.9 49.2 49.2

45.8 12:45:30 45.8 45.8 41.0 12:55:42 41.0 41.0 43.6 13:44:33 55.3 43.6 43.6 48.8 13:53:33 61.9 48.8 48.8

45.7 12:45:31 45.7 45.7 41.3 12:55:43 41.3 41.3 46 13:44:36 55.3 46 46 50.1 13:53:36 61.9 50.1 50.1

45.7 12:45:32 45.7 45.7 41.6 12:55:44 41.6 41.6 43 13:44:39 55.3 43 43 49.9 13:53:39 61.9 49.9 49.9

45.7 12:45:33 45.7 45.7 41.5 12:55:45 41.5 41.5 42 13:44:42 55.3 42 42 50.1 13:53:42 61.9 50.1 50.1

46.2 12:45:34 46.2 46.2 41.0 12:55:46 41.0 41.0 50.2 13:44:45 55.3 50.2 50.2 49.6 13:53:45 61.9 49.6 49.6

46.8 12:45:35 46.8 46.8 41.1 12:55:47 41.1 41.1 47.2 13:44:48 55.3 47.2 47.2 49.7 13:53:48 61.9 49.7 49.7

47.2 12:45:36 47.2 47.2 42.0 12:55:48 42.0 42.0 42.2 13:44:51 55.3 42.2 42.2 49.3 13:53:51 61.9 49.3 49.3

47.8 12:45:37 47.8 47.8 42.0 12:55:49 42.0 42.0 44.2 13:44:54 55.3 44.2 44.2 50.4 13:53:54 61.9 50.4 50.4

47.9 12:45:38 47.9 47.9 41.7 12:55:50 41.7 41.7 42.4 13:44:57 55.3 42.4 42.4 49.3 13:53:57 61.9 49.3 49.3

49.3 12:45:39 49.3 49.3 41.8 12:55:51 41.8 41.8 41.6 13:45:00 55.3 41.6 41.6 48.6 13:54:00 61.9 48.6 48.6

47.7 12:45:40 47.7 47.7 41.3 12:55:52 41.3 41.3 42.8 13:45:03 55.3 42.8 42.8 48.2 13:54:03 61.9 48.2 48.2

46.4 12:45:41 46.4 46.4 41.6 12:55:53 41.6 41.6 40.7 13:45:06 55.3 40.7 40.7 49 13:54:06 61.9 49 49

45.7 12:45:42 45.7 45.7 41.2 12:55:54 41.2 41.2 42.2 13:45:09 55.3 42.2 42.2 49.2 13:54:09 61.9 49.2 49.2

45.9 12:45:43 45.9 45.9 41.2 12:55:55 41.2 41.2 41.1 13:45:12 55.3 41.1 41.1 48.2 13:54:12 61.9 48.2 48.2

46.2 12:45:44 46.2 46.2 41.4 12:55:56 41.4 41.4 41 13:45:15 55.3 41 41 48.4 13:54:15 61.9 48.4 48.4

48.8 12:45:45 48.8 48.8 41.4 12:55:57 41.4 41.4 44.3 13:45:18 55.3 44.3 44.3 48.2 13:54:18 61.9 48.2 48.2

49.2 12:45:46 49.2 49.2 41.2 12:55:58 41.2 41.2 40.5 13:45:21 55.3 40.5 40.5 48.3 13:54:21 61.9 48.3 48.3

49.5 12:45:47 49.5 49.5 40.9 12:55:59 40.9 40.9 40.9 13:45:24 55.3 40.9 40.9 49.3 13:54:24 61.9 49.3 49.3

50.6 12:45:48 50.6 50.6 41.6 12:56:00 41.6 41.6 40.6 13:45:27 55.3 40.6 40.6 51.2 13:54:27 61.9 51.2 51.2

51.8 12:45:49 51.8 51.8 42.2 12:56:01 42.2 42.2 42.6 13:45:30 55.3 42.6 42.6 49.9 13:54:30 61.9 49.9 49.9

49.6 12:45:50 49.6 49.6 41.9 12:56:02 41.9 41.9 40.1 13:45:33 55.3 40.1 40.1 49.9 13:54:33 61.9 49.9 49.9

47.3 12:45:51 47.3 47.3 41.3 12:56:03 41.3 41.3 42.8 13:45:36 55.3 42.8 42.8 49.3 13:54:36 61.9 49.3 49.3

45.8 12:45:52 45.8 45.8 41.3 12:56:04 41.3 41.3 40.9 13:45:39 55.3 40.9 40.9 48.4 13:54:39 61.9 48.4 48.4

45.0 12:45:53 45.0 45.0 41.7 12:56:05 41.7 41.7 40 13:45:42 55.3 40 40 48.7 13:54:42 61.9 48.7 48.7

44.5 12:45:54 44.5 44.5 43.1 12:56:06 43.1 43.1 42.4 13:45:45 55.3 42.4 42.4 48.9 13:54:45 61.9 48.9 48.9

44.3 12:45:55 44.3 44.3 43.5 12:56:07 43.5 43.5 41.5 13:45:48 55.3 41.5 41.5 48.4 13:54:48 61.9 48.4 48.4

45.1 12:45:56 45.1 45.1 43.4 12:56:08 43.4 43.4 41.7 13:45:51 55.3 41.7 41.7 48.1 13:54:51 61.9 48.1 48.1

45.5 12:45:57 45.5 45.5 43.1 12:56:09 43.1 43.1 40.9 13:45:54 55.3 40.9 40.9 48.8 13:54:54 61.9 48.8 48.8

46.3 12:45:58 46.3 46.3 43.0 12:56:10 43.0 43.0 40.9 13:45:57 55.3 40.9 40.9 47.6 13:54:57 61.9 47.6 47.6

47.2 12:45:59 47.2 47.2 42.6 12:56:11 42.6 42.6 42.3 13:46:00 55.3 42.3 42.3 47.4 13:55:00 61.9 47.4 47.4

47.1 12:46:00 47.1 47.1 42.4 12:56:12 42.4 42.4 42.2 13:46:03 55.3 42.2 42.2 47.9 13:55:03 61.9 47.9 47.9

47.2 12:46:01 47.2 47.2 41.7 12:56:13 41.7 41.7 40.5 13:46:06 55.3 40.5 40.5 48.2 13:55:06 61.9 48.2 48.2

46.4 12:46:02 46.4 46.4 40.8 12:56:14 40.8 40.8 40.7 13:46:09 55.3 40.7 40.7 51.2 13:55:09 61.9 51.2 51.2

46.5 12:46:03 46.5 46.5 40.3 12:56:15 40.3 40.3 41.1 13:46:12 55.3 41.1 41.1 47.8 13:55:12 61.9 47.8 47.8

45.5 12:46:04 45.5 45.5 40.1 12:56:16 40.1 40.1 42.2 13:46:15 55.3 42.2 42.2 48 13:55:15 61.9 48 48

45.3 12:46:05 45.3 45.3 40.1 12:56:17 40.1 40.1 42.8 13:46:18 55.3 42.8 42.8 48.2 13:55:18 61.9 48.2 48.2

45.6 12:46:06 45.6 45.6 40.6 12:56:18 40.6 40.6 40.7 13:46:21 55.3 40.7 40.7 49.9 13:55:21 61.9 49.9 49.9

45.7 12:46:07 45.7 45.7 40.4 12:56:19 40.4 40.4 40.7 13:46:24 55.3 40.7 40.7 48.5 13:55:24 61.9 48.5 48.5

46.6 12:46:08 46.6 46.6 39.9 12:56:20 39.9 39.9 41.1 13:46:27 55.3 41.1 41.1 49.1 13:55:27 61.9 49.1 49.1

46.9 12:46:09 46.9 46.9 39.6 12:56:21 39.6 39.6 41.1 13:46:30 55.3 41.1 41.1 48.7 13:55:30 61.9 48.7 48.7

46.5 12:46:10 46.5 46.5 39.6 12:56:22 39.6 39.6 40.9 13:46:33 55.3 40.9 40.9 49.9 13:55:33 61.9 49.9 49.9

46.3 12:46:11 46.3 46.3 39.6 12:56:23 39.6 39.6 39.7 13:46:36 55.3 39.7 39.7 49.7 13:55:36 61.9 49.7 49.7

45.9 12:46:12 45.9 45.9 39.7 12:56:24 39.7 39.7 44.2 13:46:39 55.3 44.2 44.2 50 13:55:39 61.9 50 50

45.9 12:46:13 45.9 45.9 39.7 12:56:25 39.7 39.7 56.9 13:46:42 55.3 56.9 56.9 50 13:55:42 61.9 50 50

45.6 12:46:14 45.6 45.6 39.6 12:56:26 39.6 39.6 72.2 13:46:45 55.3 72.2 72.2 48.5 13:55:45 61.9 48.5 48.5

44.8 12:46:15 44.8 44.8 39.4 12:56:27 39.4 39.4 85.3 13:46:48 55.3 85.3 85.3 52 13:55:48 61.9 52 52

44.3 12:46:16 44.3 44.3 39.5 12:56:28 39.5 39.5 69.7 13:46:51 55.3 69.7 69.7 56.6 13:55:51 61.9 56.6 56.6

45.3 12:46:17 45.3 45.3 39.4 12:56:29 39.4 39.4 53.1 13:46:54 55.3 53.1 53.1 48.4 13:55:54 61.9 48.4 48.4

45.3 12:46:18 45.3 45.3 39.3 12:56:30 39.3 39.3 44 13:46:57 55.3 44 44 48.8 13:55:57 61.9 48.8 48.8

45.4 12:46:19 45.4 45.4 39.2 12:56:31 39.2 39.2 45.1 13:47:00 55.3 45.1 45.1 47.9 13:56:00 61.9 47.9 47.9

46.3 12:46:20 46.3 46.3 39.3 12:56:32 39.3 39.3 42.7 13:47:03 55.3 42.7 42.7 49.2 13:56:03 61.9 49.2 49.2

46.2 12:46:21 46.2 46.2 39.3 12:56:33 39.3 39.3 42.4 13:47:06 55.3 42.4 42.4 47.2 13:56:06 61.9 47.2 47.2

46.1 12:46:22 46.1 46.1 39.4 12:56:34 39.4 39.4 43 13:47:09 55.3 43 43 47.9 13:56:09 61.9 47.9 47.9

45.7 12:46:23 45.7 45.7 39.8 12:56:35 39.8 39.8 42 13:47:12 55.3 42 42 49 13:56:12 61.9 49 49

45.4 12:46:24 45.4 45.4 40.0 12:56:36 40.0 40.0 42.6 13:47:15 55.3 42.6 42.6 48.9 13:56:15 61.9 48.9 48.9

45.5 12:46:25 45.5 45.5 39.6 12:56:37 39.6 39.6 41.7 13:47:18 55.3 41.7 41.7 50.8 13:56:18 61.9 50.8 50.8

45.3 12:46:26 45.3 45.3 40.5 12:56:38 40.5 40.5 41 13:47:21 55.3 41 41 48.9 13:56:21 61.9 48.9 48.9

44.9 12:46:27 44.9 44.9 40.6 12:56:39 40.6 40.6 40.6 13:47:24 55.3 40.6 40.6 51.2 13:56:24 61.9 51.2 51.2

45.2 12:46:28 45.2 45.2 40.1 12:56:40 40.1 40.1 41.1 13:47:27 55.3 41.1 41.1 50.7 13:56:27 61.9 50.7 50.7

44.8 12:46:29 44.8 44.8 40.3 12:56:41 40.3 40.3 40.6 13:47:30 55.3 40.6 40.6 49.4 13:56:30 61.9 49.4 49.4

44.8 12:46:30 44.8 44.8 40.5 12:56:42 40.5 40.5 42.7 13:47:33 55.3 42.7 42.7 49.3 13:56:33 61.9 49.3 49.3

44.6 12:46:31 44.6 44.6 39.8 12:56:43 39.8 39.8 42.2 13:47:36 55.3 42.2 42.2 50.3 13:56:36 61.9 50.3 50.3

44.9 12:46:32 44.9 44.9 39.4 12:56:44 39.4 39.4 40.6 13:47:39 55.3 40.6 40.6 50.2 13:56:39 61.9 50.2 50.2

44.6 12:46:33 44.6 44.6 39.4 12:56:45 39.4 39.4 40.3 13:47:42 55.3 40.3 40.3 50 13:56:42 61.9 50 50

44.7 12:46:34 44.7 44.7 39.3 12:56:46 39.3 39.3 43.2 13:47:45 55.3 43.2 43.2 48.7 13:56:45 61.9 48.7 48.7

44.8 12:46:35 44.8 44.8 39.3 12:56:47 39.3 39.3 43.4 13:47:48 55.3 43.4 43.4 48.3 13:56:48 61.9 48.3 48.3

44.9 12:46:36 44.9 44.9 39.3 12:56:48 39.3 39.3 40.6 13:47:51 55.3 40.6 40.6 50.4 13:56:51 61.9 50.4 50.4

44.9 12:46:37 44.9 44.9 39.5 12:56:49 39.5 39.5 40.4 13:47:54 55.3 40.4 40.4 49.2 13:56:54 61.9 49.2 49.2

45.1 12:46:38 45.1 45.1 39.7 12:56:50 39.7 39.7 40.1 13:47:57 55.3 40.1 40.1 48.9 13:56:57 61.9 48.9 48.9

45.8 12:46:39 45.8 45.8 39.6 12:56:51 39.6 39.6 40.9 13:48:00 55.3 40.9 40.9 49 13:57:00 61.9 49 49

45.4 12:46:40 45.4 45.4 39.4 12:56:52 39.4 39.4 44.4 13:48:03 55.3 44.4 44.4 47.8 13:57:03 61.9 47.8 47.8

45.0 12:46:41 45.0 45.0 40.5 12:56:53 40.5 40.5 41.6 13:48:06 55.3 41.6 41.6 49.2 13:57:06 61.9 49.2 49.2

45.5 12:46:42 45.5 45.5 40.8 12:56:54 40.8 40.8 41 13:48:09 55.3 41 41 49 13:57:09 61.9 49 49

45.6 12:46:43 45.6 45.6 40.0 12:56:55 40.0 40.0 41.1 13:48:12 55.3 41.1 41.1 50.1 13:57:12 61.9 50.1 50.1

45.5 12:46:44 45.5 45.5 39.7 12:56:56 39.7 39.7 42.2 13:48:15 55.3 42.2 42.2 53.6 13:57:15 61.9 53.6 53.6

45.0 12:46:45 45.0 45.0 39.8 12:56:57 39.8 39.8 43 13:48:18 55.3 43 43 69.2 13:57:18 61.9 69.2 69.2

44.6 12:46:46 44.6 44.6 40.0 12:56:58 40.0 40.0 43.2 13:48:21 55.3 43.2 43.2 59.5 13:57:21 61.9 59.5 59.5

44.6 12:46:47 44.6 44.6 39.7 12:56:59 39.7 39.7 46.8 13:48:24 55.3 46.8 46.8 51.3 13:57:24 61.9 51.3 51.3

44.9 12:46:48 44.9 44.9 40.3 12:57:00 40.3 40.3 43.2 13:48:27 55.3 43.2 43.2 50.4 13:57:27 61.9 50.4 50.4

45.4 12:46:49 45.4 45.4 42.4 12:57:01 42.4 42.4 42 13:48:30 55.3 42 42 49.6 13:57:30 61.9 49.6 49.6

45.5 12:46:50 45.5 45.5 43.1 12:57:02 43.1 43.1 41.8 13:48:33 55.3 41.8 41.8 48.8 13:57:33 61.9 48.8 48.8

46.0 12:46:51 46.0 46.0 42.4 12:57:03 42.4 42.4 42.8 13:48:36 55.3 42.8 42.8 49.2 13:57:36 61.9 49.2 49.2

46.8 12:46:52 46.8 46.8 42.0 12:57:04 42.0 42.0 44.4 13:48:39 55.3 44.4 44.4 48.8 13:57:39 61.9 48.8 48.8

46.1 12:46:53 46.1 46.1 41.2 12:57:05 41.2 41.2 44.8 13:48:42 55.3 44.8 44.8 50.9 13:57:42 61.9 50.9 50.9

46.2 12:46:54 46.2 46.2 40.7 12:57:06 40.7 40.7 42.9 13:48:45 55.3 42.9 42.9 52 13:57:45 61.9 52 52

46.7 12:46:55 46.7 46.7 41.5 12:57:07 41.5 41.5 43.1 13:48:48 55.3 43.1 43.1 48.4 13:57:48 61.9 48.4 48.4

47.4 12:46:56 47.4 47.4 42.4 12:57:08 42.4 42.4 43.4 13:48:51 55.3 43.4 43.4 58.4 13:57:51 61.9 58.4 58.4

46.7 12:46:57 46.7 46.7 43.0 12:57:09 43.0 43.0 44.2 13:48:54 55.3 44.2 44.2 52.3 13:57:54 61.9 52.3 52.3

46.0 12:46:58 46.0 46.0 43.1 12:57:10 43.1 43.1 44.2 13:48:57 55.3 44.2 44.2 49.5 13:57:57 61.9 49.5 49.5

45.7 12:46:59 45.7 45.7 43.3 12:57:11 43.3 43.3 41.6 13:49:00 55.3 41.6 41.6 50 13:58:00 61.9 50 50

45.6 12:47:00 45.6 45.6 43.1 12:57:12 43.1 43.1 42.9 13:49:03 55.3 42.9 42.9 51.4 13:58:03 61.9 51.4 51.4

45.1 12:47:01 45.1 45.1 42.8 12:57:13 42.8 42.8 43.3 13:49:06 55.3 43.3 43.3 50.8 13:58:06 61.9 50.8 50.8

45.0 12:47:02 45.0 45.0 42.9 12:57:14 42.9 42.9 42.6 13:49:09 55.3 42.6 42.6 49.9 13:58:09 61.9 49.9 49.9

45.1 12:47:03 45.1 45.1 43.2 12:57:15 43.2 43.2 43 13:49:12 55.3 43 43 48.8 13:58:12 61.9 48.8 48.8

45.2 12:47:04 45.2 45.2 43.4 12:57:16 43.4 43.4 42.6 13:49:15 55.3 42.6 42.6 47 13:58:15 61.9 47 47

45.9 12:47:05 45.9 45.9 43.6 12:57:17 43.6 43.6 42.1 13:49:18 55.3 42.1 42.1 49.5 13:58:18 61.9 49.5 49.5

45.6 12:47:06 45.6 45.6 43.8 12:57:18 43.8 43.8 40.8 13:49:21 55.3 40.8 40.8 54.1 13:58:21 61.9 54.1 54.1

45.6 12:47:07 45.6 45.6 43.9 12:57:19 43.9 43.9 40.4 13:49:24 55.3 40.4 40.4 49.8 13:58:24 61.9 49.8 49.8

45.2 12:47:08 45.2 45.2 43.9 12:57:20 43.9 43.9 40.7 13:49:27 55.3 40.7 40.7 50.7 13:58:27 61.9 50.7 50.7

45.2 12:47:09 45.2 45.2 43.9 12:57:21 43.9 43.9 40.3 13:49:30 55.3 40.3 40.3 50.3 13:58:30 61.9 50.3 50.3

45.1 12:47:10 45.1 45.1 44.0 12:57:22 44.0 44.0 40.7 13:49:33 55.3 40.7 40.7 53.6 13:58:33 61.9 53.6 53.6

45.0 12:47:11 45.0 45.0 44.4 12:57:23 44.4 44.4 40.6 13:49:36 55.3 40.6 40.6 48.3 13:58:36 61.9 48.3 48.3

45.9 12:47:12 45.9 45.9 44.2 12:57:24 44.2 44.2 41.1 13:49:39 55.3 41.1 41.1 48.4 13:58:39 61.9 48.4 48.4

45.5 12:47:13 45.5 45.5 44.3 12:57:25 44.3 44.3 41.1 13:49:42 55.3 41.1 41.1 50.4 13:58:42 61.9 50.4 50.4

46.6 12:47:14 46.6 46.6 44.6 12:57:26 44.6 44.6 42.7 13:49:45 55.3 42.7 42.7 56.1 13:58:45 61.9 56.1 56.1

46.0 12:47:15 46.0 46.0 44.8 12:57:27 44.8 44.8 41.2 13:49:48 55.3 41.2 41.2 53 13:58:48 61.9 53 53

45.7 12:47:16 45.7 45.7 45.4 12:57:28 45.4 45.4 40.4 13:49:51 55.3 40.4 40.4 54.1 13:58:51 61.9 54.1 54.1

45.8 12:47:17 45.8 45.8 45.8 12:57:29 45.8 45.8 43.9 13:49:54 55.3 43.9 43.9 54.2 13:58:54 61.9 54.2 54.2

45.9 12:47:18 45.9 45.9 46.2 12:57:30 46.2 46.2 49.4 13:49:57 55.3 49.4 49.4 54.5 13:58:57 61.9 54.5 54.5

46.3 12:47:19 46.3 46.3 46.3 12:57:31 46.3 46.3 42.8 13:50:00 55.3 42.8 42.8 53 13:59:00 61.9 53 53

46.3 12:47:20 46.3 46.3 46.5 12:57:32 46.5 46.5 41.5 13:50:03 55.3 41.5 41.5 49.3 13:59:03 61.9 49.3 49.3

45.7 12:47:21 45.7 45.7 46.5 12:57:33 46.5 46.5 40.5 13:50:06 55.3 40.5 40.5 48.6 13:59:06 61.9 48.6 48.6

45.4 12:47:22 45.4 45.4 46.1 12:57:34 46.1 46.1 49.4 13:50:09 55.3 49.4 49.4 49.2 13:59:09 61.9 49.2 49.2

46.4 12:47:23 46.4 46.4 45.1 12:57:35 45.1 45.1 42.3 13:50:12 55.3 42.3 42.3 49 13:59:12 61.9 49 49

46.9 12:47:24 46.9 46.9 44.4 12:57:36 44.4 44.4 41.9 13:50:15 55.3 41.9 41.9 50.2 13:59:15 61.9 50.2 50.2

46.8 12:47:25 46.8 46.8 43.7 12:57:37 43.7 43.7 44.1 13:50:18 55.3 44.1 44.1 50.3 13:59:18 61.9 50.3 50.3

47.3 12:47:26 47.3 47.3 43.4 12:57:38 43.4 43.4 43.6 13:50:21 55.3 43.6 43.6 52.3 13:59:21 61.9 52.3 52.3

47.4 12:47:27 47.4 47.4 44.1 12:57:39 44.1 44.1 42.8 13:50:24 55.3 42.8 42.8 53.8 13:59:24 61.9 53.8 53.8

46.9 12:47:28 46.9 46.9 48.4 12:57:40 48.4 48.4 46.4 13:50:27 55.3 46.4 46.4 51.2 13:59:27 61.9 51.2 51.2

46.2 12:47:29 46.2 46.2 51.1 12:57:41 51.1 51.1 43.1 13:50:30 55.3 43.1 43.1 50.4 13:59:30 61.9 50.4 50.4

45.9 12:47:30 45.9 45.9 51.4 12:57:42 51.4 51.4 43 13:50:33 55.3 43 43 50.2 13:59:33 61.9 50.2 50.2

46.1 12:47:31 46.1 46.1 49.8 12:57:43 49.8 49.8 41.7 13:50:36 55.3 41.7 41.7 50.4 13:59:36 61.9 50.4 50.4

47.3 12:47:32 47.3 47.3 47.1 12:57:44 47.1 47.1 42.4 13:50:39 55.3 42.4 42.4 57.6 13:59:39 61.9 57.6 57.6

47.0 12:47:33 47.0 47.0 45.5 12:57:45 45.5 45.5 42.1 13:50:42 55.3 42.1 42.1 56.7 13:59:42 61.9 56.7 56.7

50.7 12:47:34 50.7 50.7 44.8 12:57:46 44.8 44.8 43.8 13:50:45 55.3 43.8 43.8 49.8 13:59:45 61.9 49.8 49.8

49.5 12:47:35 49.5 49.5 44.1 12:57:47 44.1 44.1 45.6 13:50:48 55.3 45.6 45.6 48.6 13:59:48 61.9 48.6 48.6

48.2 12:47:36 48.2 48.2 43.9 12:57:48 43.9 43.9 43.1 13:50:51 55.3 43.1 43.1 50.2 13:59:51 61.9 50.2 50.2

47.2 12:47:37 47.2 47.2 44.1 12:57:49 44.1 44.1 43.5 13:50:54 55.3 43.5 43.5 47 13:59:54 61.9 47 47

46.8 12:47:38 46.8 46.8 43.6 12:57:50 43.6 43.6 43.8 13:50:57 55.3 43.8 43.8 49.8 13:59:57 61.9 49.8 49.8

46.5 12:47:39 46.5 46.5 43.5 12:57:51 43.5 43.5 51.2 13:51:00 55.3 51.2 51.2 49.8 14:00:00 61.9 49.8 49.8

47.4 12:47:40 47.4 47.4 43.3 12:57:52 43.3 43.3 47.7 13:51:03 55.3 47.7 47.7 47.4 14:00:03 61.9 47.4 47.4

47.3 12:47:41 47.3 47.3 43.3 12:57:53 43.3 43.3 42.3 13:51:06 55.3 42.3 42.3 46.8 14:00:06 61.9 46.8 46.8

47.3 12:47:42 47.3 47.3 43.5 12:57:54 43.5 43.5 41.8 13:51:09 55.3 41.8 41.8 46.5 14:00:09 61.9 46.5 46.5

47.0 12:47:43 47.0 47.0 43.9 12:57:55 43.9 43.9 41.8 13:51:12 55.3 41.8 41.8 47.8 14:00:12 61.5 47.8 47.8

46.8 12:47:44 46.8 46.8 44.7 12:57:56 44.7 44.7 42.3 13:51:15 55.3 42.3 42.3 47.3 14:00:15 61.5 47.3 47.3

46.8 12:47:45 46.8 46.8 44.0 12:57:57 44.0 44.0 42 13:51:18 55.3 42 42 47.6 14:00:18 61.5 47.6 47.6


46.7 12:47:46 46.7 46.7 44.1 12:57:58 44.1 44.1 46.9 13:51:21 55.3 46.9 46.9 47.4 14:00:21 61.5 47.4 47.4

48.2 12:47:47 48.2 48.2 44.0 12:57:59 44.0 44.0 46.2 13:51:24 55.3 46.2 46.2 49.3 14:00:24 61.5 49.3 49.3

50.0 12:47:48 50.0 50.0 43.8 12:58:00 43.8 43.8 47.5 13:51:27 55.3 47.5 47.5 47.4 14:00:27 61.5 47.4 47.4

48.6 12:47:49 48.6 48.6 44.0 12:58:01 44.0 44.0 44 13:51:30 55.3 44 44 47.2 14:00:30 61.5 47.2 47.2

49.1 12:47:50 49.1 49.1 44.1 12:58:02 44.1 44.1 53.1 13:51:33 55.3 53.1 53.1 48.1 14:00:33 61.5 48.1 48.1

49.0 12:47:51 49.0 49.0 44.1 12:58:03 44.1 44.1 47.6 13:51:36 55.3 47.6 47.6 50.5 14:00:36 61.5 50.5 50.5

49.3 12:47:52 49.3 49.3 44.5 12:58:04 44.5 44.5 43.7 13:51:39 55.3 43.7 43.7 48.3 14:00:39 61.5 48.3 48.3

48.7 12:47:53 48.7 48.7 44.5 12:58:05 44.5 44.5 44 13:51:42 55.3 44 44 48 14:00:42 61.5 48 48

49.0 12:47:54 49.0 49.0 44.4 12:58:06 44.4 44.4 46.7 13:51:45 55.3 46.7 46.7 47.7 14:00:45 61.5 47.7 47.7

48.2 12:47:55 48.2 48.2 47.2 12:58:07 47.2 47.2 41 13:51:48 55.3 41 41 47.3 14:00:48 61.6 47.3 47.3

47.9 12:47:56 47.9 47.9 46.2 12:58:08 46.2 46.2 41.8 13:51:51 55.3 41.8 41.8 48.6 14:00:51 61.6 48.6 48.6

47.5 12:47:57 47.5 47.5 45.4 12:58:09 45.4 45.4 41.9 13:51:54 55.8 41.9 41.9 49.6 14:00:54 61.6 49.6 49.6

47.8 12:47:58 47.8 47.8 44.6 12:58:10 44.6 44.6 42 13:51:57 56.7 42 42 50.1 14:00:57 61.6 50.1 50.1

48.8 12:47:59 48.8 48.8 44.5 12:58:11 44.5 44.5 41.2 13:52:00 56.7 41.2 41.2 48.8 14:01:00 61.6 48.8 48.8

48.5 12:48:00 48.5 48.5 43.9 12:58:12 43.9 43.9 40.8 13:52:03 56.7 40.8 40.8 48.1 14:01:03 61.6 48.1 48.1

48.8 12:48:01 48.8 48.8 43.9 12:58:13 43.9 43.9 42 13:52:06 56.7 42 42 49.4 14:01:06 61.6 49.4 49.4

48.5 12:48:02 48.5 48.5 43.7 12:58:14 43.7 43.7 43 13:52:09 56.7 43 43 49.1 14:01:09 61.6 49.1 49.1

47.9 12:48:03 47.9 47.9 43.6 12:58:15 43.6 43.6 42.7 13:52:12 56.7 42.7 42.7 48.5 14:01:12 61.6 48.5 48.5

47.4 12:48:04 47.4 47.4 43.8 12:58:16 43.8 43.8 42 13:52:15 56.7 42 42 51.8 14:01:15 61.6 51.8 51.8

47.7 12:48:05 47.7 47.7 44.4 12:58:17 44.4 44.4 41.6 13:52:18 56.7 41.6 41.6 48.6 14:01:18 61.6 48.6 48.6

47.8 12:48:06 47.8 47.8 44.5 12:58:18 44.5 44.5 45.4 13:52:21 56.7 45.4 45.4 49.6 14:01:21 61.6 49.6 49.6

48.2 12:48:07 48.2 48.2 44.3 12:58:19 44.3 44.3 43 13:52:24 56.7 43 43 49.9 14:01:24 61.6 49.9 49.9

48.4 12:48:08 48.4 48.4 44.1 12:58:20 44.1 44.1 45.6 13:52:27 56.7 45.6 45.6 48.3 14:01:27 61.6 48.3 48.3

49.7 12:48:09 49.7 49.7 44.0 12:58:21 44.0 44.0 44.5 13:52:30 56.7 44.5 44.5 48.9 14:01:30 61.6 48.9 48.9

50.1 12:48:10 50.1 50.1 44.3 12:58:22 44.3 44.3 43.2 13:52:33 56.7 43.2 43.2 48.6 14:01:33 61.6 48.6 48.6

49.5 12:48:11 49.5 49.5 44.7 12:58:23 44.7 44.7 42.8 13:52:36 56.7 42.8 42.8 47.4 14:01:36 61.6 47.4 47.4

49.5 12:48:12 49.5 49.5 44.6 12:58:24 44.6 44.6 42.6 13:52:39 56.7 42.6 42.6 47.3 14:01:39 61.6 47.3 47.3

49.6 12:48:13 49.6 49.6 44.2 12:58:25 44.2 44.2 42.4 13:52:42 56.7 42.4 42.4 47.1 14:01:42 61.6 47.1 47.1

50.6 12:48:14 50.6 50.6 44.0 12:58:26 44.0 44.0 43.8 13:52:45 56.7 43.8 43.8 46.6 14:01:45 61.6 46.6 46.6

49.4 12:48:15 49.4 49.4 44.1 12:58:27 44.1 44.1 45.6 13:52:48 56.7 45.6 45.6 49.5 14:01:48 61.6 49.5 49.5

49.7 12:48:16 49.7 49.7 43.8 12:58:28 43.8 43.8 42.7 13:52:51 56.7 42.7 42.7 46.4 14:01:51 61.6 46.4 46.4

49.0 12:48:17 49.0 49.0 43.4 12:58:29 43.4 43.4 42.9 13:52:54 56.7 42.9 42.9 54.4 14:01:54 61.6 54.4 54.4

48.5 12:48:18 48.5 48.5 43.2 12:58:30 43.2 43.2 42.4 13:52:57 56.7 42.4 42.4 46.8 14:01:57 61.6 46.8 46.8

48.3 12:48:19 48.3 48.3 43.5 12:58:31 43.5 43.5 43.7 13:53:00 56.7 43.7 43.7 47.7 14:02:00 61.6 47.7 47.7

49.1 12:48:20 49.1 49.1 43.6 12:58:32 43.6 43.6 41.5 13:53:03 56.7 41.5 41.5 49.2 14:02:03 61.6 49.2 49.2

49.8 12:48:21 49.8 49.8 43.4 12:58:33 43.4 43.4 42.1 13:53:06 56.7 42.1 42.1 48.2 14:02:06 61.6 48.2 48.2

50.6 12:48:22 50.6 50.6 43.4 12:58:34 43.4 43.4 41.2 13:53:09 56.7 41.2 41.2 48.4 14:02:09 61.6 48.4 48.4

50.9 12:48:23 50.9 50.9 43.3 12:58:35 43.3 43.3 42.2 13:53:12 56.7 42.2 42.2 48.7 14:02:12 61.6 48.7 48.7

50.2 12:48:24 50.2 50.2 43.7 12:58:36 43.7 43.7 41.4 13:53:15 56.7 41.4 41.4 48.6 14:02:15 61.6 48.6 48.6

49.6 12:48:25 49.6 49.6 44.0 12:58:37 44.0 44.0 41.6 13:53:18 56.7 41.6 41.6 47.7 14:02:18 61.6 47.7 47.7

48.5 12:48:26 48.5 48.5 43.7 12:58:38 43.7 43.7 41.1 13:53:21 56.7 41.1 41.1 47.7 14:02:21 61.6 47.7 47.7

48.1 12:48:27 48.1 48.1 43.6 12:58:39 43.6 43.6 41.2 13:53:24 56.7 41.2 41.2 48.5 14:02:24 61.6 48.5 48.5

47.9 12:48:28 47.9 47.9 43.5 12:58:40 43.5 43.5 41.2 13:53:27 56.7 41.2 41.2 48.9 14:02:27 61.6 48.9 48.9

48.0 12:48:29 48.0 48.0 43.9 12:58:41 43.9 43.9 41.9 13:53:30 56.7 41.9 41.9 49.4 14:02:30 61.6 49.4 49.4

48.4 12:48:30 48.4 48.4 45.3 12:58:42 45.3 45.3 41.8 13:53:33 56.7 41.8 41.8 49.2 14:02:33 61.6 49.2 49.2

48.9 12:48:31 48.9 48.9 46.4 12:58:43 46.4 46.4 44.4 13:53:36 56.7 44.4 44.4 49.8 14:02:36 61.6 49.8 49.8

49.1 12:48:32 49.1 49.1 45.7 12:58:44 45.7 45.7 43 13:53:39 56.7 43 43 49.2 14:02:39 61.6 49.2 49.2

48.3 12:48:33 48.3 48.3 44.5 12:58:45 44.5 44.5 42.6 13:53:42 56.7 42.6 42.6 49.7 14:02:42 61.6 49.7 49.7

47.3 12:48:34 47.3 47.3 43.9 12:58:46 43.9 43.9 43.5 13:53:45 56.7 43.5 43.5 51.3 14:02:45 61.6 51.3 51.3

46.9 12:48:35 46.9 46.9 43.8 12:58:47 43.8 43.8 42.8 13:53:48 56.7 42.8 42.8 51 14:02:48 61.6 51 51

47.6 12:48:36 47.6 47.6 43.7 12:58:48 43.7 43.7 42.6 13:53:51 56.7 42.6 42.6 51.5 14:02:51 61.6 51.5 51.5

48.0 12:48:37 48.0 48.0 43.5 12:58:49 43.5 43.5 42.6 13:53:54 56.7 42.6 42.6 50.2 14:02:54 61.6 50.2 50.2

47.6 12:48:38 47.6 47.6 43.4 12:58:50 43.4 43.4 42 13:53:57 56.7 42 42 52 14:02:57 61.6 52 52

47.4 12:48:39 47.4 47.4 43.5 12:58:51 43.5 43.5 41.7 13:54:00 56.7 41.7 41.7 50.6 14:03:00 61.6 50.6 50.6

47.9 12:48:40 47.9 47.9 43.6 12:58:52 43.6 43.6 41.2 13:54:03 56.7 41.2 41.2 52.9 14:03:03 61.6 52.9 52.9

48.6 12:48:41 48.6 48.6 43.5 12:58:53 43.5 43.5 41.4 13:54:06 56.7 41.4 41.4 52.1 14:03:06 61.7 52.1 52.1

49.0 12:48:42 49.0 49.0 43.9 12:58:54 43.9 43.9 41 13:54:09 56.7 41 41 50.9 14:03:09 61.7 50.9 50.9

47.8 12:48:43 47.8 47.8 44.3 12:58:55 44.3 44.3 41.5 13:54:12 56.7 41.5 41.5 51.6 14:03:12 61.7 51.6 51.6

48.4 12:48:44 48.4 48.4 44.1 12:58:56 44.1 44.1 41.3 13:54:15 56.7 41.3 41.3 51.3 14:03:15 61.7 51.3 51.3

47.9 12:48:45 47.9 47.9 43.7 12:58:57 43.7 43.7 43.4 13:54:18 56.7 43.4 43.4 53.8 14:03:18 61.7 53.8 53.8

47.6 12:48:46 47.6 47.6 43.3 12:58:58 43.3 43.3 41.3 13:54:21 56.7 41.3 41.3 51.5 14:03:21 61.7 51.5 51.5

48.4 12:48:47 48.4 48.4 43.3 12:58:59 43.3 43.3 42.5 13:54:24 56.7 42.5 42.5 51 14:03:24 61.7 51 51

48.8 12:48:48 48.8 48.8 43.4 12:59:00 43.4 43.4 42.7 13:54:27 56.7 42.7 42.7 51 14:03:27 61.7 51 51

48.0 12:48:49 48.0 48.0 43.7 12:59:01 43.7 43.7 42 13:54:30 56.7 42 42 50.3 14:03:30 61.7 50.3 50.3

47.2 12:48:50 47.2 47.2 43.9 12:59:02 43.9 43.9 41.4 13:54:33 56.7 41.4 41.4 50.7 14:03:33 61.7 50.7 50.7

46.6 12:48:51 46.6 46.6 43.6 12:59:03 43.6 43.6 41.5 13:54:36 56.7 41.5 41.5 50.7 14:03:36 61.7 50.7 50.7

46.1 12:48:52 46.1 46.1 43.7 12:59:04 43.7 43.7 41.6 13:54:39 56.7 41.6 41.6 53 14:03:39 61.7 53 53

46.1 12:48:53 46.1 46.1 46.8 12:59:05 46.8 46.8 41.5 13:54:42 56.7 41.5 41.5 52.4 14:03:42 61.7 52.4 52.4

46.3 12:48:54 46.3 46.3 47.7 12:59:06 47.7 47.7 41.9 13:54:45 56.7 41.9 41.9 52.6 14:03:45 61.7 52.6 52.6

46.5 12:48:55 46.5 46.5 45.8 12:59:07 45.8 45.8 41 13:54:48 56.7 41 41 49.7 14:03:48 61.7 49.7 49.7

46.1 12:48:56 46.1 46.1 44.4 12:59:08 44.4 44.4 42.7 13:54:51 56.7 42.7 42.7 55.7 14:03:51 61.7 55.7 55.7

45.8 12:48:57 45.8 45.8 43.7 12:59:09 43.7 43.7 41.8 13:54:54 56.7 41.8 41.8 52.6 14:03:54 61.7 52.6 52.6

46.5 12:48:58 46.5 46.5 43.7 12:59:10 43.7 43.7 41.6 13:54:57 56.7 41.6 41.6 50.7 14:03:57 61.7 50.7 50.7

46.9 12:48:59 46.9 46.9 43.9 12:59:11 43.9 43.9 41.3 13:55:00 56.7 41.3 41.3 52.6 14:04:00 61.7 52.6 52.6

46.6 12:49:00 46.6 46.6 43.2 12:59:12 43.2 43.2 41.6 13:55:03 56.7 41.6 41.6 51.4 14:04:03 61.7 51.4 51.4

46.3 12:49:01 46.3 46.3 43.1 12:59:13 43.1 43.1 40.8 13:55:06 56.7 40.8 40.8 49.6 14:04:06 61.7 49.6 49.6

46.2 12:49:02 46.2 46.2 43.2 12:59:14 43.2 43.2 42.2 13:55:09 56.7 42.2 42.2 48.7 14:04:09 61.7 48.7 48.7

45.9 12:49:03 45.9 45.9 43.4 12:59:15 43.4 43.4 40.6 13:55:12 56.7 40.6 40.6 57.2 14:04:12 61.7 57.2 57.2

46.3 12:49:04 46.3 46.3 43.3 12:59:16 43.3 43.3 40.7 13:55:15 56.7 40.7 40.7 48.3 14:04:15 61.7 48.3 48.3

47.2 12:49:05 47.2 47.2 43.5 12:59:17 43.5 43.5 42.3 13:55:18 56.7 42.3 42.3 50.8 14:04:18 61.7 50.8 50.8

47.4 12:49:06 47.4 47.4 43.6 12:59:18 43.6 43.6 40 13:55:21 56.7 40 40 50.4 14:04:21 61.7 50.4 50.4

46.2 12:49:07 46.2 46.2 43.8 12:59:19 43.8 43.8 40.5 13:55:24 56.7 40.5 40.5 49.3 14:04:24 61.7 49.3 49.3

45.7 12:49:08 45.7 45.7 43.8 12:59:20 43.8 43.8 41.3 13:55:27 56.7 41.3 41.3 49.1 14:04:27 61.7 49.1 49.1

45.6 12:49:09 45.6 45.6 43.5 12:59:21 43.5 43.5 40.6 13:55:30 56.7 40.6 40.6 49.6 14:04:30 61.7 49.6 49.6

45.8 12:49:10 45.8 45.8 43.8 12:59:22 43.8 43.8 41.4 13:55:33 56.7 41.4 41.4 46.4 14:04:33 61.7 46.4 46.4

45.7 12:49:11 45.7 45.7 43.8 12:59:23 43.8 43.8 41.9 13:55:36 56.7 41.9 41.9 49.3 14:04:36 61.7 49.3 49.3

45.6 12:49:12 45.6 45.6 43.5 12:59:24 43.5 43.5 42.6 13:55:39 56.7 42.6 42.6 49.6 14:04:39 61.7 49.6 49.6

45.7 12:49:13 45.7 45.7 43.3 12:59:25 43.3 43.3 44.5 13:55:42 56.7 44.5 44.5 48.2 14:04:42 61.7 48.2 48.2

46.0 12:49:14 46.0 46.0 43.2 12:59:26 43.2 43.2 41.8 13:55:45 56.7 41.8 41.8 48.2 14:04:45 61.7 48.2 48.2

46.1 12:49:15 46.1 46.1 43.2 12:59:27 43.2 43.2 41.6 13:55:48 56.7 41.6 41.6 47.5 14:04:48 61.7 47.5 47.5

46.1 12:49:16 46.1 46.1 43.6 12:59:28 43.6 43.6 42.4 13:55:51 56.7 42.4 42.4 47.8 14:04:51 61.7 47.8 47.8

45.7 12:49:17 45.7 45.7 43.5 12:59:29 43.5 43.5 42.2 13:55:54 56.7 42.2 42.2 47.2 14:04:54 61.7 47.2 47.2

45.6 12:49:18 45.6 45.6 43.5 12:59:30 43.5 43.5 43 13:55:57 56.7 43 43 48.8 14:04:57 61.7 48.8 48.8

45.5 12:49:19 45.5 45.5 43.4 12:59:31 43.4 43.4 46 13:56:00 56.7 46 46 48.5 14:05:00 61.7 48.5 48.5

45.6 12:49:20 45.6 45.6 43.5 12:59:32 43.5 43.5 45.3 13:56:03 56.7 45.3 45.3 47.2 14:05:03 61.6 47.2 47.2

45.6 12:49:21 45.6 45.6 44.3 12:59:33 44.3 44.3 45.5 13:56:06 56.7 45.5 45.5 47 14:05:06 61.6 47 47

45.9 12:49:22 45.9 45.9 44.8 12:59:34 44.8 44.8 46.8 13:56:09 56.7 46.8 46.8 47.6 14:05:09 61.6 47.6 47.6

45.8 12:49:23 45.8 45.8 45.9 12:59:35 45.9 45.9 56.3 13:56:12 56.7 56.3 56.3 47.7 14:05:12 61.6 47.7 47.7

46.1 12:49:24 46.1 46.1 48.1 12:59:36 48.1 48.1 58.3 13:56:15 56.7 58.3 58.3 49.4 14:05:15 61.6 49.4 49.4

48.4 12:49:25 48.4 48.4 46.7 12:59:37 46.7 46.7 59.7 13:56:18 56.7 59.7 59.7 46.2 14:05:18 61.6 46.2 46.2

48.7 12:49:26 48.7 48.7 45.7 12:59:38 45.7 45.7 53.9 13:56:21 56.7 53.9 53.9 46.4 14:05:21 61.6 46.4 46.4

47.4 12:49:27 47.4 47.4 46.4 12:59:39 46.4 46.4 45.2 13:56:24 56.7 45.2 45.2 46.5 14:05:24 61.6 46.5 46.5

47.5 12:49:28 47.5 47.5 48.5 12:59:40 48.5 48.5 42.7 13:56:27 56.7 42.7 42.7 45.9 14:05:27 61.6 45.9 45.9

47.7 12:49:29 47.7 47.7 50.8 12:59:41 50.8 50.8 43 13:56:30 56.7 43 43 47.6 14:05:30 61.6 47.6 47.6

47.5 12:49:30 47.5 47.5 51.8 12:59:42 51.8 51.8 41.6 13:56:33 56.7 41.6 41.6 47 14:05:33 61.6 47 47

47.4 12:49:31 47.4 47.4 50.5 12:59:43 50.5 50.5 40.8 13:56:36 56.7 40.8 40.8 47.8 14:05:36 61.6 47.8 47.8

47.5 12:49:32 47.5 47.5 48.7 12:59:44 48.7 48.7 41 13:56:39 56.7 41 41 47.1 14:05:39 61.6 47.1 47.1

47.5 12:49:33 47.5 47.5 47.2 12:59:45 47.2 47.2 42.8 13:56:42 56.7 42.8 42.8 46.4 14:05:42 61.6 46.4 46.4

47.5 12:49:34 47.5 47.5 46.2 12:59:46 46.2 46.2 48.1 13:56:45 56.7 48.1 48.1 45.9 14:05:45 61.6 45.9 45.9

47.1 12:49:35 47.1 47.1 45.8 12:59:47 45.8 45.8 46.1 13:56:48 56.7 46.1 46.1 46.7 14:05:48 61.6 46.7 46.7

46.6 12:49:36 46.6 46.6 44.9 12:59:48 44.9 44.9 44.5 13:56:51 56.7 44.5 44.5 47.7 14:05:51 61.6 47.7 47.7

46.3 12:49:37 46.3 46.3 44.4 12:59:49 44.4 44.4 45.6 13:56:54 56.7 45.6 45.6 46.7 14:05:54 61.6 46.7 46.7

46.5 12:49:38 46.5 46.5 44.2 12:59:50 44.2 44.2 43.7 13:56:57 56.7 43.7 43.7 46.3 14:05:57 61.6 46.3 46.3

46.2 12:49:39 46.2 46.2 44.1 12:59:51 44.1 44.1 44.3 13:57:00 56.7 44.3 44.3 47.9 14:06:00 61.6 47.9 47.9

46.1 12:49:40 46.1 46.1 44.2 12:59:52 44.2 44.2 41.9 13:57:03 56.7 41.9 41.9 46.7 14:06:03 61.6 46.7 46.7

47.0 12:49:41 47.0 47.0 44.1 12:59:53 44.1 44.1 41.7 13:57:06 56.7 41.7 41.7 47.5 14:06:06 61.6 47.5 47.5

47.2 12:49:42 47.2 47.2 43.8 12:59:54 43.8 43.8 41.5 13:57:09 56.7 41.5 41.5 47.7 14:06:09 61.6 47.7 47.7

46.6 12:49:43 46.6 46.6 43.8 12:59:55 43.8 43.8 41 13:57:12 56.7 41 41 46.7 14:06:12 61.6 46.7 46.7

46.5 12:49:44 46.5 46.5 43.6 12:59:56 43.6 43.6 42.2 13:57:15 56.7 42.2 42.2 46.8 14:06:15 61.6 46.8 46.8

46.6 12:49:45 46.6 46.6 43.4 12:59:57 43.4 43.4 41.9 13:57:18 56.7 41.9 41.9 46.7 14:06:18 61.6 46.7 46.7

46.4 12:49:46 46.4 46.4 43.5 12:59:58 43.5 43.5 43.2 13:57:21 56.7 43.2 43.2 47 14:06:21 61.6 47 47

46.3 12:49:47 46.3 46.3 43.9 12:59:59 43.9 43.9 43.7 13:57:24 56.7 43.7 43.7 47.3 14:06:24 61.6 47.3 47.3

47.8 12:49:48 47.8 47.8 44.6 13:00:00 44.6 44.6 41.2 13:57:27 56.7 41.2 41.2 46.6 14:06:27 61.6 46.6 46.6

47.5 12:49:49 47.5 47.5 46.0 13:00:01 46.0 46.0 47 13:57:30 56.7 47 47 47.2 14:06:30 61.6 47.2 47.2

47.6 12:49:50 47.6 47.6 46.2 13:00:02 46.2 46.2 42.2 13:57:33 56.7 42.2 42.2 46.4 14:06:33 61.6 46.4 46.4

48.3 12:49:51 48.3 48.3 45.6 13:00:03 45.6 45.6 40.5 13:57:36 56.7 40.5 40.5 48.2 14:06:36 61.7 48.2 48.2

48.5 12:49:52 48.5 48.5 45.0 13:00:04 45.0 45.0 39.4 13:57:39 56.7 39.4 39.4 48.1 14:06:39 61.7 48.1 48.1

48.5 12:49:53 48.5 48.5 44.3 13:00:05 44.3 44.3 41.8 13:57:42 56.7 41.8 41.8 48.7 14:06:42 61.7 48.7 48.7

47.6 12:49:54 47.6 47.6 43.9 13:00:06 43.9 43.9 40.6 13:57:45 56.7 40.6 40.6 48.8 14:06:45 61.7 48.8 48.8

46.6 12:49:55 46.6 46.6 44.3 13:00:07 44.3 44.3 40.2 13:57:48 56.7 40.2 40.2 48.6 14:06:48 61.7 48.6 48.6

46.2 12:49:56 46.2 46.2 43.9 13:00:08 43.9 43.9 39.7 13:57:51 56.7 39.7 39.7 47.1 14:06:51 61.7 47.1 47.1

46.2 12:49:57 46.2 46.2 43.6 13:00:09 43.6 43.6 39.8 13:57:54 56.7 39.8 39.8 47.1 14:06:54 61.7 47.1 47.1

46.5 12:49:58 46.5 46.5 43.2 13:00:10 43.2 43.2 39.4 13:57:57 56.7 39.4 39.4 47.3 14:06:57 61.7 47.3 47.3

46.0 12:49:59 46.0 46.0 43.1 13:00:11 43.1 43.1 39.2 13:58:00 56.9 39.2 39.2 48.4 14:07:00 61.7 48.4 48.4

45.4 12:50:00 45.4 45.4 43.1 13:00:12 43.1 43.1 44.8 13:58:03 58.1 44.8 44.8 51.2 14:07:03 61.7 51.2 51.2

45.9 12:50:01 45.9 45.9 43.5 13:00:13 43.5 43.5 40.9 13:58:06 58.4 40.9 40.9 49.1 14:07:06 61.7 49.1 49.1

46.9 12:50:02 46.9 46.9 43.3 13:00:14 43.3 43.3 39 13:58:09 58.5 39 39 49.3 14:07:09 61.7 49.3 49.3

46.9 12:50:03 46.9 46.9 43.5 13:00:15 43.5 43.5 39 13:58:12 58.5 39 39 53.2 14:07:12 61.7 53.2 53.2

46.9 12:50:04 46.9 46.9 43.8 13:00:16 43.8 43.8 40.7 13:58:15 58.6 40.7 40.7 50.4 14:07:15 61.7 50.4 50.4

46.4 12:50:05 46.4 46.4 43.6 13:00:17 43.6 43.6 43 13:58:18 58.6 43 43 56.4 14:07:18 61.7 56.4 56.4

46.4 12:50:06 46.4 46.4 45.1 13:00:18 45.1 45.1 41.7 13:58:21 58.6 41.7 41.7 51.2 14:07:21 61.7 51.2 51.2

46.7 12:50:07 46.7 46.7 45.0 13:00:19 45.0 45.0 40.9 13:58:24 58.6 40.9 40.9 48.4 14:07:24 61.7 48.4 48.4

47.6 12:50:08 47.6 47.6 44.5 13:00:20 44.5 44.5 41.2 13:58:27 58.6 41.2 41.2 54.6 14:07:27 61.7 54.6 54.6

47.6 12:50:09 47.6 47.6 45.5 13:00:21 45.5 45.5 41.5 13:58:30 58.6 41.5 41.5 50.1 14:07:30 61.7 50.1 50.1

47.3 12:50:10 47.3 47.3 44.9 13:00:22 44.9 44.9 44 13:58:33 58.6 44 44 47.7 14:07:33 61.7 47.7 47.7

47.3 12:50:11 47.3 47.3 45.1 13:00:23 45.1 45.1 41.4 13:58:36 58.6 41.4 41.4 47.4 14:07:36 61.7 47.4 47.4

47.5 12:50:12 47.5 47.5 46.0 13:00:24 46.0 46.0 40.3 13:58:39 58.6 40.3 40.3 47.6 14:07:39 61.7 47.6 47.6

47.3 12:50:13 47.3 47.3 45.7 13:00:25 45.7 45.7 39.9 13:58:42 58.6 39.9 39.9 47.8 14:07:42 61.7 47.8 47.8

47.0 12:50:14 47.0 47.0 44.7 13:00:26 44.7 44.7 39.5 13:58:45 58.6 39.5 39.5 47.6 14:07:45 61.7 47.6 47.6

46.8 12:50:15 46.8 46.8 43.9 13:00:27 43.9 43.9 42.2 13:58:48 58.6 42.2 42.2 47.2 14:07:48 61.6 47.2 47.2

46.5 12:50:16 46.5 46.5 43.5 13:00:28 43.5 43.5 40 13:58:51 58.6 40 40 47 14:07:51 61.6 47 47

45.9 12:50:17 45.9 45.9 43.3 13:00:29 43.3 43.3 39.9 13:58:54 58.6 39.9 39.9 47.3 14:07:54 61.6 47.3 47.3

46.2 12:50:18 46.2 46.2 43.1 13:00:30 43.1 43.1 42 13:58:57 58.6 42 42 47.3 14:07:57 61.6 47.3 47.3

46.9 12:50:19 46.9 46.9 42.8 13:00:31 42.8 42.8 43 13:59:00 58.6 43 43 47.2 14:08:00 61.6 47.2 47.2

46.1 12:50:20 46.1 46.1 43.1 13:00:32 43.1 43.1 40.3 13:59:03 58.6 40.3 40.3 48.9 14:08:03 61.6 48.9 48.9

45.9 12:50:21 45.9 45.9 43.4 13:00:33 43.4 43.4 39.6 13:59:06 58.6 39.6 39.6 48.6 14:08:06 61.6 48.6 48.6

45.5 12:50:22 45.5 45.5 43.7 13:00:34 43.7 43.7 40.5 13:59:09 58.6 40.5 40.5 47.4 14:08:09 61.6 47.4 47.4

45.3 12:50:23 45.3 45.3 44.4 13:00:35 44.4 44.4 40.4 13:59:12 58.6 40.4 40.4 47.8 14:08:12 61.6 47.8 47.8

45.2 12:50:24 45.2 45.2 44.8 13:00:36 44.8 44.8 40.1 13:59:15 58.6 40.1 40.1 47.5 14:08:15 61.6 47.5 47.5

45.2 12:50:25 45.2 45.2 44.3 13:00:37 44.3 44.3 40.3 13:59:18 58.6 40.3 40.3 48.3 14:08:18 61.6 48.3 48.3

45.3 12:50:26 45.3 45.3 44.3 13:00:38 44.3 44.3 40.6 13:59:21 58.6 40.6 40.6 48.6 14:08:21 61.6 48.6 48.6

45.3 12:50:27 45.3 45.3 44.0 13:00:39 44.0 44.0 40.7 13:59:24 58.6 40.7 40.7 48.6 14:08:24 61.6 48.6 48.6


45.3 12:50:28 45.3 45.3 43.8 13:00:40 43.8 43.8 42 13:59:27 58.6 42 42 47.8 14:08:27 61.6 47.8 47.8

45.1 12:50:29 45.1 45.1 43.2 13:00:41 43.2 43.2 39.9 13:59:30 58.6 39.9 39.9 48.4 14:08:30 61.6 48.4 48.4

44.9 12:50:30 44.9 44.9 43.1 13:00:42 43.1 43.1 41.1 13:59:33 58.6 41.1 41.1 51.1 14:08:33 61.6 51.1 51.1

45.0 12:50:31 45.0 45.0 43.2 13:00:43 43.2 43.2 40.3 13:59:36 58.6 40.3 40.3 53.2 14:08:36 61.6 53.2 53.2

45.5 12:50:32 45.5 45.5 43.1 13:00:44 43.1 43.1 41 13:59:39 58.6 41 41 51 14:08:39 61.6 51 51

45.6 12:50:33 45.6 45.6 43.1 13:00:45 43.1 43.1 41.2 13:59:42 58.6 41.2 41.2 55.1 14:08:42 61.6 55.1 55.1

45.5 12:50:34 45.5 45.5 43.2 13:00:46 43.2 43.2 41.3 13:59:45 58.6 41.3 41.3 52.4 14:08:45 61.6 52.4 52.4

45.4 12:50:35 45.4 45.4 43.1 13:00:47 43.1 43.1 42.6 13:59:48 58.6 42.6 42.6 49.3 14:08:48 61.6 49.3 49.3

45.3 12:50:36 45.3 45.3 42.9 13:00:48 42.9 42.9 41.4 13:59:51 58.6 41.4 41.4 47.5 14:08:51 61.6 47.5 47.5

45.2 12:50:37 45.2 45.2 43.0 13:00:49 43.0 43.0 40.9 13:59:54 58.6 40.9 40.9 49.3 14:08:54 61.6 49.3 49.3

45.8 12:50:38 45.8 45.8 43.2 13:00:50 43.2 43.2 41.8 13:59:57 58.6 41.8 41.8 48.8 14:08:57 61.6 48.8 48.8

45.9 12:50:39 45.9 45.9 43.5 13:00:51 43.5 43.5 44.8 14:00:00 58.6 44.8 44.8 49.4 14:09:00 61.6 49.4 49.4

45.6 12:50:40 45.6 45.6 43.9 13:00:52 43.9 43.9 41.5 14:00:03 58.6 41.5 41.5 49.9 14:09:03 61.6 49.9 49.9

45.4 12:50:41 45.4 45.4 43.8 13:00:53 43.8 43.8 43.6 14:00:06 58.6 43.6 43.6 52.2 14:09:06 61.6 52.2 52.2

45.6 12:50:42 45.6 45.6 43.3 13:00:54 43.3 43.3 41.5 14:00:09 58.6 41.5 41.5 50.8 14:09:09 61.6 50.8 50.8

45.7 12:50:43 45.7 45.7 43.3 13:00:55 43.3 43.3 40.9 14:00:12 58.6 40.9 40.9 50.6 14:09:12 61.6 50.6 50.6

46.0 12:50:44 46.0 46.0 43.6 13:00:56 43.6 43.6 41.3 14:00:15 58.6 41.3 41.3 49.4 14:09:15 61.6 49.4 49.4

46.2 12:50:45 46.2 46.2 43.8 13:00:57 43.8 43.8 45.9 14:00:18 58.6 45.9 45.9 49.2 14:09:18 61.6 49.2 49.2

46.3 12:50:46 46.3 46.3 43.7 13:00:58 43.7 43.7 40.3 14:00:21 58.6 40.3 40.3 48.6 14:09:21 61.6 48.6 48.6

46.3 12:50:47 46.3 46.3 43.9 13:00:59 43.9 43.9 41.7 14:00:24 58.6 41.7 41.7 48.3 14:09:24 61.6 48.3 48.3

46.2 12:50:48 46.2 46.2 44.8 13:01:00 44.8 44.8 43.7 14:00:27 58.6 43.7 43.7 49.2 14:09:27 61.6 49.2 49.2

45.7 12:50:49 45.7 45.7 46.5 13:01:01 46.5 46.5 41.2 14:00:30 58.6 41.2 41.2 48.2 14:09:30 61.6 48.2 48.2

45.4 12:50:50 45.4 45.4 50.0 13:01:02 50.0 50.0 41.7 14:00:33 58.6 41.7 41.7 48.6 14:09:33 61.6 48.6 48.6

45.8 12:50:51 45.8 45.8 54.1 13:01:03 54.1 54.1 41.7 14:00:36 58.6 41.7 41.7 48.9 14:09:36 61.6 48.9 48.9

45.2 12:50:52 45.2 45.2 54.5 13:01:04 54.5 54.5 42.5 14:00:39 58.6 42.5 42.5 49.6 14:09:39 61.6 49.6 49.6

45.0 12:50:53 45.0 45.0 51.8 13:01:05 51.8 51.8 42.6 14:00:42 58.6 42.6 42.6 48.9 14:09:42 61.6 48.9 48.9

45.1 12:50:54 45.1 45.1 48.7 13:01:06 48.7 48.7 40.7 14:00:45 58.6 40.7 40.7 49.2 14:09:45 61.6 49.2 49.2

45.3 12:50:55 45.3 45.3 46.4 13:01:07 46.4 46.4 43.5 14:00:48 58.6 43.5 43.5 51.6 14:09:48 61.6 51.6 51.6

45.4 12:50:56 45.4 45.4 45.0 13:01:08 45.0 45.0 42.7 14:00:51 58.6 42.7 42.7 53.6 14:09:51 61.6 53.6 53.6

45.4 12:50:57 45.4 45.4 44.1 13:01:09 44.1 44.1 42.9 14:00:54 58.6 42.9 42.9 52 14:09:54 61.6 52 52

45.5 12:50:58 45.5 45.5 44.1 13:01:10 44.1 44.1 45.7 14:00:57 58.6 45.7 45.7 49.3 14:09:57 61.6 49.3 49.3

45.6 12:50:59 45.6 45.6 44.2 13:01:11 44.2 44.2 43.2 14:01:00 58.6 43.2 43.2 49.3 14:10:00 61.6 49.3 49.3

45.6 12:51:00 45.6 45.6 44.2 13:01:12 44.2 44.2 46 14:01:03 58.6 46 46 48.6 14:10:03 61.6 48.6 48.6

46.1 12:51:01 46.1 46.1 45.5 13:01:13 45.5 45.5 44.6 14:01:06 58.6 44.6 44.6 47.8 14:10:06 61.6 47.8 47.8

46.6 12:51:02 46.6 46.6 46.0 13:01:14 46.0 46.0 42.7 14:01:09 58.6 42.7 42.7 47.1 14:10:09 61.6 47.1 47.1

47.3 12:51:03 47.3 47.3 47.2 13:01:15 47.2 47.2 40.8 14:01:12 58.6 40.8 40.8 48.6 14:10:12 61.6 48.6 48.6

48.3 12:51:04 48.3 48.3 49.2 13:01:16 49.2 49.2 39.8 14:01:15 58.6 39.8 39.8 49.3 14:10:15 61.6 49.3 49.3

48.3 12:51:05 48.3 48.3 48.8 13:01:17 48.8 48.8 40.6 14:01:18 58.6 40.6 40.6 47.1 14:10:18 61.7 47.1 47.1

47.8 12:51:06 47.8 47.8 47.2 13:01:18 47.2 47.2 39.7 14:01:21 58.6 39.7 39.7 47.8 14:10:21 61.7 47.8 47.8

47.1 12:51:07 47.1 47.1 45.7 13:01:19 45.7 45.7 40.1 14:01:24 58.6 40.1 40.1 48 14:10:24 61.7 48 48

46.8 12:51:08 46.8 46.8 44.9 13:01:20 44.9 44.9 39.3 14:01:27 58.6 39.3 39.3 47.5 14:10:27 61.7 47.5 47.5

46.8 12:51:09 46.8 46.8 44.5 13:01:21 44.5 44.5 39.8 14:01:30 58.6 39.8 39.8 47.4 14:10:30 61.7 47.4 47.4

46.1 12:51:10 46.1 46.1 44.1 13:01:22 44.1 44.1 39.8 14:01:33 58.6 39.8 39.8 47.2 14:10:33 61.7 47.2 47.2

46.2 12:51:11 46.2 46.2 43.8 13:01:23 43.8 43.8 41.4 14:01:36 58.6 41.4 41.4 47.2 14:10:36 61.7 47.2 47.2

46.4 12:51:12 46.4 46.4 43.5 13:01:24 43.5 43.5 40.7 14:01:39 58.6 40.7 40.7 46.8 14:10:39 61.7 46.8 46.8

48.0 12:51:13 48.0 48.0 43.4 13:01:25 43.4 43.4 40.4 14:01:42 58.6 40.4 40.4 47.8 14:10:42 61.7 47.8 47.8

49.5 12:51:14 49.5 49.5 43.3 13:01:26 43.3 43.3 40.5 14:01:45 58.6 40.5 40.5 47.6 14:10:45 61.7 47.6 47.6

51.3 12:51:15 51.3 51.3 44.4 13:01:27 44.4 44.4 40.6 14:01:48 58.6 40.6 40.6 47.6 14:10:48 61.7 47.6 47.6

51.9 12:51:16 51.9 51.9 45.3 13:01:28 45.3 45.3 42.9 14:01:51 58.6 42.9 42.9 47.6 14:10:51 61.7 47.6 47.6

52.1 12:51:17 52.1 52.1 45.8 13:01:29 45.8 45.8 42 14:01:54 58.6 42 42 49.2 14:10:54 61.7 49.2 49.2

51.6 12:51:18 51.6 51.6 45.7 13:01:30 45.7 45.7 45.5 14:01:57 58.6 45.5 45.5 50.5 14:10:57 61.7 50.5 50.5

51.0 12:51:19 51.0 51.0 47.6 13:01:31 47.6 47.6 44.8 14:02:00 58.6 44.8 44.8 51.4 14:11:00 61.7 51.4 51.4

50.1 12:51:20 50.1 50.1 49.1 13:01:32 49.1 49.1 43.7 14:02:03 58.6 43.7 43.7 49.4 14:11:03 61.7 49.4 49.4

49.3 12:51:21 49.3 49.3 49.5 13:01:33 49.5 49.5 47.9 14:02:06 58.6 47.9 47.9 48.8 14:11:06 61.7 48.8 48.8

48.6 12:51:22 48.6 48.6 50.9 13:01:34 50.9 50.9 49.7 14:02:09 58.6 49.7 49.7 50.4 14:11:09 61.7 50.4 50.4

47.8 12:51:23 47.8 47.8 49.6 13:01:35 49.6 49.6 48.3 14:02:12 58.6 48.3 48.3 49.2 14:11:12 61.7 49.2 49.2

47.1 12:51:24 47.1 47.1 49.3 13:01:36 49.3 49.3 45.1 14:02:15 58.6 45.1 45.1 47.2 14:11:15 61.7 47.2 47.2

46.8 12:51:25 46.8 46.8 49.4 13:01:37 49.4 49.4 44 14:02:18 58.6 44 44 47.7 14:11:18 61.7 47.7 47.7

46.4 12:51:26 46.4 46.4 51.0 13:01:38 51.0 51.0 45 14:02:21 58.6 45 45 47.2 14:11:21 61.7 47.2 47.2

46.1 12:51:27 46.1 46.1 49.7 13:01:39 49.7 49.7 42.7 14:02:24 58.6 42.7 42.7 47.6 14:11:24 61.7 47.6 47.6

45.9 12:51:28 45.9 45.9 48.0 13:01:40 48.0 48.0 42.6 14:02:27 58.6 42.6 42.6 48.1 14:11:27 61.7 48.1 48.1

46.4 12:51:29 46.4 46.4 46.4 13:01:41 46.4 46.4 42.7 14:02:30 58.6 42.7 42.7 48.4 14:11:30 61.7 48.4 48.4

46.8 12:51:30 46.8 46.8 45.9 13:01:42 45.9 45.9 45.5 14:02:33 58.6 45.5 45.5 48.5 14:11:33 61.7 48.5 48.5

46.4 12:51:31 46.4 46.4 46.1 13:01:43 46.1 46.1 43.2 14:02:36 58.6 43.2 43.2 47 14:11:36 61.7 47 47

46.2 12:51:32 46.2 46.2 45.6 13:01:44 45.6 45.6 43 14:02:39 58.6 43 43 47.6 14:11:39 61.7 47.6 47.6

45.8 12:51:33 45.8 45.8 45.9 13:01:45 45.9 45.9 43 14:02:42 58.6 43 43 47.5 14:11:42 61.7 47.5 47.5

45.9 12:51:34 45.9 45.9 46.0 13:01:46 46.0 46.0 43.1 14:02:45 58.6 43.1 43.1 48 14:11:45 61.7 48 48

46.1 12:51:35 46.1 46.1 46.0 13:01:47 46.0 46.0 44.4 14:02:48 58.6 44.4 44.4 49.4 14:11:48 61.7 49.4 49.4

45.9 12:51:36 45.9 45.9 47.6 13:01:48 47.6 47.6 42.1 14:02:51 58.6 42.1 42.1 50.4 14:11:51 61.7 50.4 50.4

46.5 12:51:37 46.5 46.5 48.3 13:01:49 48.3 48.3 50.8 14:02:54 58.6 50.8 50.8 49.7 14:11:54 61.7 49.7 49.7

48.9 12:51:38 48.9 48.9 46.7 13:01:50 46.7 46.7 43.9 14:02:57 58.6 43.9 43.9 50.6 14:11:57 61.7 50.6 50.6

47.8 12:51:39 47.8 47.8 46.1 13:01:51 46.1 46.1 43.1 14:03:00 58.6 43.1 43.1 47 14:12:00 61.7 47 47

47.9 12:51:40 47.9 47.9 45.3 13:01:52 45.3 45.3 42.8 14:03:03 58.6 42.8 42.8 48.7 14:12:03 61.7 48.7 48.7

47.0 12:51:41 47.0 47.0 44.8 13:01:53 44.8 44.8 43 14:03:06 58.6 43 43 49.5 14:12:06 61.7 49.5 49.5

46.7 12:51:42 46.7 46.7 45.4 13:01:54 45.4 45.4 41.6 14:03:09 58.6 41.6 41.6 48.8 14:12:09 61.7 48.8 48.8

46.7 12:51:43 46.7 46.7 46.9 13:01:55 46.9 46.9 41.8 14:03:12 58.6 41.8 41.8 49.5 14:12:12 61.7 49.5 49.5

47.4 12:51:44 47.4 47.4 48.1 13:01:56 48.1 48.1 43.3 14:03:15 58.6 43.3 43.3 50.2 14:12:15 61.7 50.2 50.2

47.2 12:51:45 47.2 47.2 48.9 13:01:57 48.9 48.9 41.9 14:03:18 58.6 41.9 41.9 48.5 14:12:18 61.7 48.5 48.5

47.3 12:51:46 47.3 47.3 52.5 13:01:58 52.5 52.5 41.1 14:03:21 58.6 41.1 41.1 52.1 14:12:21 61.7 52.1 52.1

48.6 12:51:47 48.6 48.6 56.2 13:01:59 56.2 56.2 47.9 14:03:24 58.6 47.9 47.9 50.8 14:12:24 61.7 50.8 50.8

49.1 12:51:48 49.1 49.1 55.4 13:02:00 55.4 55.4 43.8 14:03:27 58.6 43.8 43.8 50.4 14:12:27 61.7 50.4 50.4

49.3 12:51:49 49.3 49.3 53.1 13:02:01 53.1 53.1 44 14:03:30 58.6 44 44 51.1 14:12:30 61.7 51.1 51.1

49.7 12:51:50 49.7 49.7 50.6 13:02:02 50.6 50.6 42.4 14:03:33 58.6 42.4 42.4 50.5 14:12:33 61.7 50.5 50.5

48.5 12:51:51 48.5 48.5 48.4 13:02:03 48.4 48.4 41.5 14:03:36 58.6 41.5 41.5 51.7 14:12:36 61.7 51.7 51.7

47.2 12:51:52 47.2 47.2 47.0 13:02:04 47.0 47.0 41.5 14:03:39 58.6 41.5 41.5 50.9 14:12:39 61.7 50.9 50.9

46.7 12:51:53 46.7 46.7 46.6 13:02:05 46.6 46.6 55.9 14:03:42 58.6 55.9 55.9 50.1 14:12:42 61.7 50.1 50.1

46.8 12:51:54 46.8 46.8 46.2 13:02:06 46.2 46.2 43.2 14:03:45 58.6 43.2 43.2 50.5 14:12:45 61.7 50.5 50.5

46.3 12:51:55 46.3 46.3 45.5 13:02:07 45.5 45.5 44 14:03:48 58.6 44 44 50.4 14:12:48 61.7 50.4 50.4

45.7 12:51:56 45.7 45.7 45.0 13:02:08 45.0 45.0 43.1 14:03:51 58.6 43.1 43.1 49.2 14:12:51 61.7 49.2 49.2

47.0 12:51:57 47.0 47.0 44.3 13:02:09 44.3 44.3 46 14:03:54 58.6 46 46 48.5 14:12:54 61.7 48.5 48.5

47.1 12:51:58 47.1 47.1 44.6 13:02:10 44.6 44.6 42.8 14:03:57 58.6 42.8 42.8 48.2 14:12:57 61.7 48.2 48.2

46.8 12:51:59 46.8 46.8 46.1 13:02:11 46.1 46.1 40.7 14:04:00 58.6 40.7 40.7 48.6 14:13:00 61.7 48.6 48.6

47.3 12:52:00 47.3 47.3 49.7 13:02:12 49.7 49.7 40.7 14:04:03 58.6 40.7 40.7 49 14:13:03 61.7 49 49

47.0 12:52:01 47.0 47.0 50.7 13:02:13 50.7 50.7 43.5 14:04:06 58.6 43.5 43.5 48.5 14:13:06 61.7 48.5 48.5

46.3 12:52:02 46.3 46.3 49.6 13:02:14 49.6 49.6 43.1 14:04:09 58.6 43.1 43.1 49.5 14:13:09 61.7 49.5 49.5

47.3 12:52:03 47.3 47.3 49.1 13:02:15 49.1 49.1 42 14:04:12 58.6 42 42 50.9 14:13:12 61.7 50.9 50.9

49.8 12:52:04 49.8 49.8 47.3 13:02:16 47.3 47.3 42 14:04:15 58.6 42 42 52.1 14:13:15 61.7 52.1 52.1

48.9 12:52:05 48.9 48.9 46.9 13:02:17 46.9 46.9 39.9 14:04:18 58.6 39.9 39.9 60.2 14:13:18 61.7 60.2 60.2

50.3 12:52:06 50.3 50.3 46.4 13:02:18 46.4 46.4 41 14:04:21 58.6 41 41 59.9 14:13:21 61.7 59.9 59.9

49.8 12:52:07 49.8 49.8 46.2 13:02:19 46.2 46.2 40.3 14:04:24 58.6 40.3 40.3 61.6 14:13:24 61.7 61.6 61.6

48.9 12:52:08 48.9 48.9 47.2 13:02:20 47.2 47.2 40.9 14:04:27 58.6 40.9 40.9 66.2 14:13:27 61.7 66.2 66.2

48.9 12:52:09 48.9 48.9 47.0 13:02:21 47.0 47.0 41.2 14:04:30 58.6 41.2 41.2 64.2 14:13:30 61.7 64.2 64.2

50.8 12:52:10 50.8 50.8 47.2 13:02:22 47.2 47.2 40.1 14:04:33 58.6 40.1 40.1 64.4 14:13:33 61.7 64.4 64.4

50.0 12:52:11 50.0 50.0 46.8 13:02:23 46.8 46.8 40.8 14:04:36 58.6 40.8 40.8 56.1 14:13:36 61.7 56.1 56.1

49.2 12:52:12 49.2 49.2 47.8 13:02:24 47.8 47.8 43.2 14:04:39 58.6 43.2 43.2 60 14:13:39 61.7 60 60

49.2 12:52:13 49.2 49.2 54.8 13:02:25 54.8 54.8 40.1 14:04:42 58.6 40.1 40.1 62.2 14:13:42 61.7 62.2 62.2

50.4 12:52:14 50.4 50.4 62.4 13:02:26 62.4 62.4 40 14:04:45 58.6 40 40 71.3 14:13:45 61.7 71.3 71.3

51.7 12:52:15 51.7 51.7 78.9 13:02:27 78.9 78.9 41.5 14:04:48 58.6 41.5 41.5 79 14:13:48 61.7 79 79

51.9 12:52:16 51.9 51.9 86.9 13:02:28 86.9 86.9 41.9 14:04:51 58.6 41.9 41.9 72.8 14:13:51 61.7 72.8 72.8

51.1 12:52:17 51.1 51.1 89.8 13:02:29 89.8 89.8 41.1 14:04:54 58.6 41.1 41.1 64.2 14:13:54 61.7 64.2 64.2

50.4 12:52:18 50.4 50.4 90.3 13:02:30 90.3 90.3 41 14:04:57 58.6 41 41 59.8 14:13:57 61.7 59.8 59.8

49.4 12:52:19 49.4 49.4 92.1 13:02:31 92.1 92.1 42.8 14:05:00 58.6 42.8 42.8 62.9 14:14:00 61.7 62.9 62.9

48.5 12:52:20 48.5 48.5 92.3 13:02:32 92.3 92.3 41.9 14:05:03 58.6 41.9 41.9 60.8 14:14:03 61.7 60.8 60.8

47.4 12:52:21 47.4 47.4 90.0 13:02:33 90.0 90.0 40.4 14:05:06 58.6 40.4 40.4 59.2 14:14:06 61.7 59.2 59.2

46.7 12:52:22 46.7 46.7 86.0 13:02:34 86.0 86.0 41.8 14:05:09 58.6 41.8 41.8 60.8 14:14:09 61.7 60.8 60.8

46.2 12:52:23 46.2 46.2 82.0 13:02:35 82.0 82.0 40.7 14:05:12 58.6 40.7 40.7 56.3 14:14:12 61.7 56.3 56.3

46.2 12:52:24 46.2 46.2 77.9 13:02:36 77.9 77.9 42.5 14:05:15 58.6 42.5 42.5 59 14:14:15 61.7 59 59

46.4 12:52:25 46.4 46.4 73.7 13:02:37 73.7 73.7 41 14:05:18 58.6 41 41 58.4 14:14:18 61.7 58.4 58.4

46.1 12:52:26 46.1 46.1 69.5 13:02:38 69.5 69.5 41.2 14:05:21 58.6 41.2 41.2 56.5 14:14:21 61.7 56.5 56.5

46.0 12:52:27 46.0 46.0 65.3 13:02:39 65.3 65.3 41.5 14:05:24 58.6 41.5 41.5 62.3 14:14:24 61.7 62.3 62.3

46.1 12:52:28 46.1 46.1 61.2 13:02:40 61.2 61.2 45.5 14:05:27 58.6 45.5 45.5 59 14:14:27 61.7 59 59

47.7 12:52:29 47.7 47.7 57.3 13:02:41 57.3 57.3 41.4 14:05:30 58.6 41.4 41.4 57 14:14:30 61.7 57 57

48.9 12:52:30 48.9 48.9 53.6 13:02:42 53.6 53.6 42.9 14:05:33 58.6 42.9 42.9 55 14:14:33 61.7 55 55

48.1 12:52:31 48.1 48.1 50.5 13:02:43 50.5 50.5 40.7 14:05:36 58.6 40.7 40.7 55.5 14:14:36 61.7 55.5 55.5

46.8 12:52:32 46.8 46.8 47.9 13:02:44 47.9 47.9 41 14:05:39 58.6 41 41 57.4 14:14:39 61.7 57.4 57.4

46.1 12:52:33 46.1 46.1 46.4 13:02:45 46.4 46.4 42.2 14:05:42 58.6 42.2 42.2 52.5 14:14:42 61.7 52.5 52.5

45.9 12:52:34 45.9 45.9 45.1 13:02:46 45.1 45.1 41.4 14:05:45 58.6 41.4 41.4 55 14:14:45 61.7 55 55

46.9 12:52:35 46.9 46.9 44.6 13:02:47 44.6 44.6 42.3 14:05:48 58.6 42.3 42.3 54.1 14:14:48 61.7 54.1 54.1

47.2 12:52:36 47.2 47.2 44.4 13:02:48 44.4 44.4 41.8 14:05:51 58.6 41.8 41.8 52.1 14:14:51 61.7 52.1 52.1

47.2 12:52:37 47.2 47.2 44.3 13:02:49 44.3 44.3 42.2 14:05:54 58.6 42.2 42.2 52.9 14:14:54 61.7 52.9 52.9

46.1 12:52:38 46.1 46.1 47.1 13:02:50 47.1 47.1 42.1 14:05:57 58.6 42.1 42.1 52 14:14:57 61.7 52 52

45.6 12:52:39 45.6 45.6 48.5 13:02:51 48.5 48.5 42.6 14:06:00 58.6 42.6 42.6 53.7 14:15:00 61.7 53.7 53.7

45.7 12:52:40 45.7 45.7 49.8 13:02:52 49.8 49.8 43.9 14:06:03 58.6 43.9 43.9 51.7 14:15:03 61.7 51.7 51.7

45.7 12:52:41 45.7 45.7 48.4 13:02:53 48.4 48.4 42.4 14:06:06 58.6 42.4 42.4 52.6 14:15:06 61.7 52.6 52.6

45.7 12:52:42 45.7 45.7 46.2 13:02:54 46.2 46.2 41.2 14:06:09 58.6 41.2 41.2 56.7 14:15:09 61.7 56.7 56.7

46.3 12:52:43 46.3 46.3 44.4 13:02:55 44.4 44.4 41.8 14:06:12 58.6 41.8 41.8 54.8 14:15:12 61.7 54.8 54.8

46.2 12:52:44 46.2 46.2 43.6 13:02:56 43.6 43.6 42.2 14:06:15 58.6 42.2 42.2 52.6 14:15:15 61.7 52.6 52.6

45.4 12:52:45 45.4 45.4 43.1 13:02:57 43.1 43.1 55.3 14:06:18 58.6 55.3 55.3 50.5 14:15:18 61.7 50.5 50.5

45.0 12:52:46 45.0 45.0 42.8 13:02:58 42.8 42.8 43.4 14:06:21 58.6 43.4 43.4 50 14:15:21 61.7 50 50

45.0 12:52:47 45.0 45.0 42.6 13:02:59 42.6 42.6 44 14:06:24 58.6 44 44 49.9 14:15:24 61.7 49.9 49.9

45.4 12:52:48 45.4 45.4 42.5 13:03:00 42.5 42.5 41.2 14:06:27 58.6 41.2 41.2 49.8 14:15:27 61.7 49.8 49.8

45.5 12:52:49 45.5 45.5 42.5 13:03:01 42.5 42.5 41.1 14:06:30 58.6 41.1 41.1 49.3 14:15:30 61.7 49.3 49.3

45.1 12:52:50 45.1 45.1 43.2 13:03:02 43.2 43.2 42.9 14:06:33 58.6 42.9 42.9 50.4 14:15:33 61.7 50.4 50.4

44.7 12:52:51 44.7 44.7 44.3 13:03:03 44.3 44.3 42.4 14:06:36 58.6 42.4 42.4 52.4 14:15:36 61.7 52.4 52.4

45.0 12:52:52 45.0 45.0 44.8 13:03:04 44.8 44.8 44.7 14:06:39 58.6 44.7 44.7 52.4 14:15:39 61.7 52.4 52.4

45.4 12:52:53 45.4 45.4 44.5 13:03:05 44.5 44.5 41.7 14:06:42 58.6 41.7 41.7 51.4 14:15:42 61.7 51.4 51.4

45.3 12:52:54 45.3 45.3 44.1 13:03:06 44.1 44.1 42.8 14:06:45 58.6 42.8 42.8 49.2 14:15:45 61.7 49.2 49.2

45.2 12:52:55 45.2 45.2 43.9 13:03:07 43.9 43.9 43.3 14:06:48 58.6 43.3 43.3 49.3 14:15:48 61.7 49.3 49.3

45.1 12:52:56 45.1 45.1 44.0 13:03:08 44.0 44.0 40.9 14:06:51 58.6 40.9 40.9 51.4 14:15:51 61.7 51.4 51.4

46.1 12:52:57 46.1 46.1 43.9 13:03:09 43.9 43.9 42 14:06:54 58.6 42 42 49.8 14:15:54 61.7 49.8 49.8

46.1 12:52:58 46.1 46.1 44.6 13:03:10 44.6 44.6 41.2 14:06:57 58.6 41.2 41.2 51 14:15:57 61.7 51 51

47.1 12:52:59 47.1 47.1 45.1 13:03:11 45.1 45.1 41.8 14:07:00 58.6 41.8 41.8 49.2 14:16:00 61.7 49.2 49.2

46.8 12:53:00 46.8 46.8 45.7 13:03:12 45.7 45.7 40.9 14:07:03 58.6 40.9 40.9 50.3 14:16:03 61.7 50.3 50.3

46.0 12:53:01 46.0 46.0 45.2 13:03:13 45.2 45.2 40.6 14:07:06 58.6 40.6 40.6 50.3 14:16:06 61.7 50.3 50.3

46.0 12:53:02 46.0 46.0 44.6 13:03:14 44.6 44.6 41.3 14:07:09 58.6 41.3 41.3 50.2 14:16:09 61.7 50.2 50.2

46.1 12:53:03 46.1 46.1 44.1 13:03:15 44.1 44.1 44.1 14:07:12 58.6 44.1 44.1 50.4 14:16:12 61.7 50.4 50.4

45.5 12:53:04 45.5 45.5 43.7 13:03:16 43.7 43.7 41.5 14:07:15 58.6 41.5 41.5 52.9 14:16:15 61.7 52.9 52.9

45.4 12:53:05 45.4 45.4 43.4 13:03:17 43.4 43.4 40.5 14:07:18 58.6 40.5 40.5 52.4 14:16:18 61.7 52.4 52.4

45.6 12:53:06 45.6 45.6 44.0 13:03:18 44.0 44.0 40.9 14:07:21 58.6 40.9 40.9 49.9 14:16:21 61.7 49.9 49.9

46.0 12:53:07 46.0 46.0 43.9 13:03:19 43.9 43.9 41.1 14:07:24 58.6 41.1 41.1 49.3 14:16:24 61.7 49.3 49.3

46.0 12:53:08 46.0 46.0 43.6 13:03:20 43.6 43.6 43.6 14:07:27 58.6 43.6 43.6 48.7 14:16:27 61.7 48.7 48.7

47.3 12:53:09 47.3 47.3 43.2 13:03:21 43.2 43.2 40.4 14:07:30 58.6 40.4 40.4 49.9 14:16:30 61.7 49.9 49.9


53.1 12:53:10 53.1 53.1 43.1 13:03:22 43.1 43.1 41.2 14:07:33 58.6 41.2 41.2 49.9 14:16:33 61.7 49.9 49.9

50.4 12:53:11 50.4 50.4 43.1 13:03:23 43.1 43.1 41.8 14:07:36 58.6 41.8 41.8 50.4 14:16:36 61.7 50.4 50.4

48.0 12:53:12 48.0 48.0 43.0 13:03:24 43.0 43.0 43.3 14:07:39 58.6 43.3 43.3 50.8 14:16:39 61.7 50.8 50.8

46.7 12:53:13 46.7 46.7 43.1 13:03:25 43.1 43.1 41.9 14:07:42 58.6 41.9 41.9 50 14:16:42 61.7 50 50

46.2 12:53:14 46.2 46.2 43.2 13:03:26 43.2 43.2 41.6 14:07:45 58.6 41.6 41.6 52.2 14:16:45 61.7 52.2 52.2

45.9 12:53:15 45.9 45.9 43.2 13:03:27 43.2 43.2 40.2 14:07:48 58.6 40.2 40.2 55.1 14:16:48 61.7 55.1 55.1

47.0 12:53:16 47.0 47.0 42.9 13:03:28 42.9 42.9 43.8 14:07:51 58.6 43.8 43.8 53.8 14:16:51 61.7 53.8 53.8

47.0 12:53:17 47.0 47.0 42.8 13:03:29 42.8 42.8 41.6 14:07:54 58.6 41.6 41.6 52.3 14:16:54 61.7 52.3 52.3

46.1 12:53:18 46.1 46.1 42.9 13:03:30 42.9 42.9 41 14:07:57 58.6 41 41 51.6 14:16:57 61.7 51.6 51.6

46.1 12:53:19 46.1 46.1 42.7 13:03:31 42.7 42.7 43.6 14:08:00 58.6 43.6 43.6 50.4 14:17:00 61.7 50.4 50.4

46.2 12:53:20 46.2 46.2 42.7 13:03:32 42.7 42.7 43.7 14:08:03 58.6 43.7 43.7 59.8 14:17:03 61.7 59.8 59.8

47.4 12:53:21 47.4 47.4 42.9 13:03:33 42.9 42.9 41.8 14:08:06 58.6 41.8 41.8 59.8 14:17:06 61.7 59.8 59.8

46.5 12:53:22 46.5 46.5 43.9 13:03:34 43.9 43.9 40.9 14:08:09 58.6 40.9 40.9 60.5 14:17:09 61.5 60.5 60.5

45.6 12:53:23 45.6 45.6 44.3 13:03:35 44.3 44.3 42.1 14:08:12 58.6 42.1 42.1 50.3 14:17:12 59.7 50.3 50.3

45.4 12:53:24 45.4 45.4 44.2 13:03:36 44.2 44.2 44.1 14:08:15 58.6 44.1 44.1 51.4 14:17:15 59.0 51.4 51.4

46.1 12:53:25 46.1 46.1 43.8 13:03:37 43.8 43.8 44.5 14:08:18 58.6 44.5 44.5 49.1 14:17:18 59.0 49.1 49.1

47.0 12:53:26 47.0 47.0 43.7 13:03:38 43.7 43.7 44.2 14:08:21 58.6 44.2 44.2 50.6 14:17:21 59.0 50.6 50.6

46.2 12:53:27 46.2 46.2 43.3 13:03:39 43.3 43.3 44.7 14:08:24 58.6 44.7 44.7 49 14:17:24 59.0 49 49

45.5 12:53:28 45.5 45.5 43.4 13:03:40 43.4 43.4 44 14:08:27 58.6 44 44 50 14:17:27 59.0 50 50

45.2 12:53:29 45.2 45.2 43.5 13:03:41 43.5 43.5 42.4 14:08:30 58.6 42.4 42.4 56.9 14:17:30 59.0 56.9 56.9

45.1 12:53:30 45.1 45.1 43.1 13:03:42 43.1 43.1 42.2 14:08:33 58.6 42.2 42.2 49.3 14:17:33 59.0 49.3 49.3

45.2 12:53:31 45.2 45.2 43.2 13:03:43 43.2 43.2 40.6 14:08:36 58.6 40.6 40.6 55.1 14:17:36 59.0 55.1 55.1

45.0 12:53:32 45.0 45.0 43.2 13:03:44 43.2 43.2 41.1 14:08:39 58.6 41.1 41.1 49.6 14:17:39 59.0 49.6 49.6

45.0 12:53:33 45.0 45.0 43.2 13:03:45 43.2 43.2 40.6 14:08:42 58.6 40.6 40.6 47.6 14:17:42 59.0 47.6 47.6

45.2 12:53:34 45.2 45.2 43.0 13:03:46 43.0 43.0 40.8 14:08:45 58.6 40.8 40.8 48.4 14:17:45 59.0 48.4 48.4

45.2 12:53:35 45.2 45.2 44.3 13:03:47 44.3 44.3 40 14:08:48 58.6 40 40 48.7 14:17:48 59.0 48.7 48.7

45.2 12:53:36 45.2 45.2 45.2 13:03:48 45.2 45.2 40.4 14:08:51 58.6 40.4 40.4 49.1 14:17:51 59.0 49.1 49.1

45.3 12:53:37 45.3 45.3 43.9 13:03:49 43.9 43.9 40.5 14:08:54 58.6 40.5 40.5 49 14:17:54 59.0 49 49

46.1 12:53:38 46.1 46.1 43.3 13:03:50 43.3 43.3 41.1 14:08:57 58.6 41.1 41.1 50.4 14:17:57 59.0 50.4 50.4

46.5 12:53:39 46.5 46.5 43.1 13:03:51 43.1 43.1 40 14:09:00 58.6 40 40 49.2 14:18:00 59.0 49.2 49.2

46.2 12:53:40 46.2 46.2 42.7 13:03:52 42.7 42.7 40 14:09:03 58.6 40 40 59.8 14:18:03 59.0 59.8 59.8

46.1 12:53:41 46.1 46.1 42.9 13:03:53 42.9 42.9 41 14:09:06 58.6 41 41 54.2 14:18:06 59.0 54.2 54.2

45.9 12:53:42 45.9 45.9 43.1 13:03:54 43.1 43.1 40 14:09:09 58.6 40 40 62.1 14:18:09 59.0 62.1 62.1

45.5 12:53:43 45.5 45.5 43.0 13:03:55 43.0 43.0 40.4 14:09:12 58.6 40.4 40.4 58.7 14:18:12 59.0 58.7 58.7

45.2 12:53:44 45.2 45.2 42.8 13:03:56 42.8 42.8 40.7 14:09:15 58.6 40.7 40.7 49.4 14:18:15 59.0 49.4 49.4

44.7 12:53:45 44.7 44.7 43.1 13:03:57 43.1 43.1 41.5 14:09:18 58.6 41.5 41.5 48.9 14:18:18 59.0 48.9 48.9

44.4 12:53:46 44.4 44.4 42.9 13:03:58 42.9 42.9 40.3 14:09:21 58.6 40.3 40.3 50 14:18:21 59.0 50 50

44.4 12:53:47 44.4 44.4 43.0 13:03:59 43.0 43.0 39.8 14:09:24 58.6 39.8 39.8 51.3 14:18:24 59.0 51.3 51.3

44.5 12:53:48 44.5 44.5 43.1 13:04:00 43.1 43.1 42 14:09:27 58.6 42 42 51.5 14:18:27 59.0 51.5 51.5

44.4 12:53:49 44.4 44.4 42.6 13:04:01 42.6 42.6 41.4 14:09:30 58.6 41.4 41.4 50.4 14:18:30 59.0 50.4 50.4

44.1 12:53:50 44.1 44.1 42.6 13:04:02 42.6 42.6 40.2 14:09:33 58.6 40.2 40.2 49.7 14:18:33 59.0 49.7 49.7

44.2 12:53:51 44.2 44.2 43.0 13:04:03 43.0 43.0 40.8 14:09:36 58.6 40.8 40.8 53 14:18:36 59.0 53 53

44.5 12:53:52 44.5 44.5 43.7 13:04:04 43.7 43.7 40.4 14:09:39 58.6 40.4 40.4 50.3 14:18:39 59.0 50.3 50.3

44.3 12:53:53 44.3 44.3 43.8 13:04:05 43.8 43.8 40.1 14:09:42 58.6 40.1 40.1 51.6 14:18:42 59.0 51.6 51.6

44.0 12:53:54 44.0 44.0 43.4 13:04:06 43.4 43.4 39.8 14:09:45 58.6 39.8 39.8 51.8 14:18:45 59.0 51.8 51.8

43.9 12:53:55 43.9 43.9 43.3 13:04:07 43.3 43.3 40.5 14:09:48 58.6 40.5 40.5 55.3 14:18:48 59.0 55.3 55.3

44.1 12:53:56 44.1 44.1 43.1 13:04:08 43.1 43.1 41.5 14:09:51 58.6 41.5 41.5 51.2 14:18:51 59.0 51.2 51.2

44.3 12:53:57 44.3 44.3 43.1 13:04:09 43.1 43.1 42.2 14:09:54 58.6 42.2 42.2 51.2 14:18:54 59.0 51.2 51.2

44.2 12:53:58 44.2 44.2 43.0 13:04:10 43.0 43.0 43.1 14:09:57 58.6 43.1 43.1 50.8 14:18:57 59.0 50.8 50.8

44.2 12:53:59 44.2 44.2 43.0 13:04:11 43.0 43.0 43.5 14:10:00 58.6 43.5 43.5 53.3 14:19:00 59.0 53.3 53.3

44.3 12:54:00 44.3 44.3 43.1 13:04:12 43.1 43.1 42.7 14:10:03 58.6 42.7 42.7 56 14:19:03 59.0 56 56

44.2 12:54:01 44.2 44.2 43.6 13:04:13 43.6 43.6 42.9 14:10:06 58.6 42.9 42.9 62.8 14:19:06 59.0 62.8 62.8

44.7 12:54:02 44.7 44.7 44.1 13:04:14 44.1 44.1 41.5 14:10:09 58.6 41.5 41.5 54.3 14:19:09 59.0 54.3 54.3

45.2 12:54:03 45.2 45.2 43.5 13:04:15 43.5 43.5 41.5 14:10:12 58.6 41.5 41.5 52.8 14:19:12 59.0 52.8 52.8

45.5 12:54:04 45.5 45.5 43.4 13:04:16 43.4 43.4 42.5 14:10:15 58.6 42.5 42.5 50 14:19:15 59.0 50 50

45.5 12:54:05 45.5 45.5 43.5 13:04:17 43.5 43.5 41.1 14:10:18 58.6 41.1 41.1 48.3 14:19:18 59.0 48.3 48.3

45.2 12:54:06 45.2 45.2 43.4 13:04:18 43.4 43.4 41.7 14:10:21 58.6 41.7 41.7 53 14:19:21 59.0 53 53

45.1 12:54:07 45.1 45.1 43.2 13:04:19 43.2 43.2 40.3 14:10:24 58.6 40.3 40.3 63.3 14:19:24 59.0 63.3 63.3

45.4 12:54:08 45.4 45.4 43.3 13:04:20 43.3 43.3 40.7 14:10:27 58.6 40.7 40.7 56.2 14:19:27 59.0 56.2 56.2

45.8 12:54:09 45.8 45.8 43.4 13:04:21 43.4 43.4 40.6 14:10:30 58.6 40.6 40.6 51.1 14:19:30 59.0 51.1 51.1

45.9 12:54:10 45.9 45.9 43.3 13:04:22 43.3 43.3 40.3 14:10:33 58.6 40.3 40.3 52 14:19:33 59.0 52 52

46.3 12:54:11 46.3 46.3 42.9 13:04:23 42.9 42.9 41.9 14:10:36 58.6 41.9 41.9 50.2 14:19:36 59.0 50.2 50.2

48.3 12:54:12 48.3 48.3 42.5 13:04:24 42.5 42.5 41.7 14:10:39 58.6 41.7 41.7 50.5 14:19:39 59.0 50.5 50.5

48.8 12:54:13 48.8 48.8 43.2 13:04:25 43.2 43.2 40.2 14:10:42 58.6 40.2 40.2 50 14:19:42 59.0 50 50

48.7 12:54:14 48.7 48.7 43.1 13:04:26 43.1 43.1 42.1 14:10:45 58.6 42.1 42.1 49.1 14:19:45 59.0 49.1 49.1

47.5 12:54:15 47.5 47.5 43.1 13:04:27 43.1 43.1 41.3 14:10:48 58.6 41.3 41.3 48.9 14:19:48 59.0 48.9 48.9

46.5 12:54:16 46.5 46.5 43.4 13:04:28 43.4 43.4 42 14:10:51 58.6 42 42 51.3 14:19:51 59.0 51.3 51.3

45.9 12:54:17 45.9 45.9 43.2 13:04:29 43.2 43.2 41.6 14:10:54 58.6 41.6 41.6 49.5 14:19:54 59.0 49.5 49.5

45.5 12:54:18 45.5 45.5 43.2 13:04:30 43.2 43.2 41 14:10:57 58.6 41 41 48.8 14:19:57 59.0 48.8 48.8

45.4 12:54:19 68.2 45.4 45.4 43.2 13:04:31 69.3 43.2 43.2 42 14:11:00 58.6 42 42 46.7 14:20:00 59.0 46.7 46.7

45.0 12:54:20 68.2 45.0 45.0 42.6 13:04:32 69.3 42.6 42.6 41.4 14:11:03 58.6 41.4 41.4 47 14:20:03 59.0 47 47

44.5 12:54:21 68.2 44.5 44.5 42.2 13:04:33 69.3 42.2 42.2 39.6 14:11:06 58.6 39.6 39.6 47.4 14:20:06 59.0 47.4 47.4

44.2 12:54:22 68.2 44.2 44.2 42.9 13:04:34 69.3 42.9 42.9 40.1 14:11:09 58.6 40.1 40.1 47.8 14:20:09 59.0 47.8 47.8

44.3 12:54:23 68.2 44.3 44.3 43.4 13:04:35 69.3 43.4 43.4 40.5 14:11:12 58.6 40.5 40.5 48.7 14:20:12 59.0 48.7 48.7

44.7 12:54:24 68.2 44.7 44.7 42.9 13:04:36 69.3 42.9 42.9 40.5 14:11:15 58.6 40.5 40.5 47.9 14:20:15 59.0 47.9 47.9

44.8 12:54:25 68.2 44.8 44.8 42.7 13:04:37 69.3 42.7 42.7 42.5 14:11:18 58.6 42.5 42.5 49.2 14:20:18 59.0 49.2 49.2

44.5 12:54:26 68.2 44.5 44.5 42.4 13:04:38 69.3 42.4 42.4 46.2 14:11:21 58.6 46.2 46.2 49.4 14:20:21 59.0 49.4 49.4

44.5 12:54:27 68.2 44.5 44.5 43.1 13:04:39 69.3 43.1 43.1 43.3 14:11:24 58.6 43.3 43.3 49.1 14:20:24 59.0 49.1 49.1

44.4 12:54:28 68.2 44.4 44.4 43.3 13:04:40 69.3 43.3 43.3 46.2 14:11:27 58.6 46.2 46.2 49.5 14:20:27 59.0 49.5 49.5

44.9 12:54:29 68.2 44.9 44.9 43.0 13:04:41 69.3 43.0 43.0 43.3 14:11:30 58.6 43.3 43.3 48 14:20:30 59.0 48 48

45.1 12:54:30 68.2 45.1 45.1 43.1 13:04:42 69.3 43.1 43.1 44.4 14:11:33 58.6 44.4 44.4 47.3 14:20:33 59.0 47.3 47.3

45.3 12:54:31 67.7 45.3 45.3 44.1 13:04:43 69.3 44.1 44.1 42.9 14:11:36 58.6 42.9 42.9 47.3 14:20:36 59.0 47.3 47.3

45.1 12:54:32 67.4 45.1 45.1 44.4 13:04:44 69.3 44.4 44.4 39.3 14:11:39 58.6 39.3 39.3 47.2 14:20:39 59.0 47.2 47.2

45.3 12:54:33 67.3 45.3 45.3 43.8 13:04:45 69.3 43.8 43.8 40.1 14:11:42 58.6 40.1 40.1 47 14:20:42 59.0 47 47

45.6 12:54:34 67.3 45.6 45.6 43.2 13:04:46 69.3 43.2 43.2 41 14:11:45 58.6 41 41 46.9 14:20:45 59.0 46.9 46.9

46.0 12:54:35 67.3 46.0 46.0 43.0 13:04:47 69.3 43.0 43.0 43.4 14:11:48 58.6 43.4 43.4 47.8 14:20:48 59.0 47.8 47.8

47.6 12:54:36 67.3 47.6 47.6 42.8 13:04:48 69.3 42.8 42.8 41.3 14:11:51 58.6 41.3 41.3 47.6 14:20:51 59.0 47.6 47.6

47.0 12:54:37 67.3 47.0 47.0 42.9 13:04:49 69.3 42.9 42.9 42 14:11:54 58.6 42 42 47 14:20:54 59.0 47 47

46.7 12:54:38 67.3 46.7 46.7 42.9 13:04:50 69.3 42.9 42.9 40.4 14:11:57 58.6 40.4 40.4 46.6 14:20:57 59.0 46.6 46.6

46.3 12:54:39 67.3 46.3 46.3 42.6 13:04:51 69.3 42.6 42.6 43.1 14:12:00 58.6 43.1 43.1 55.3 14:21:00 59.0 55.3 55.3

46.3 12:54:40 67.3 46.3 46.3 42.5 13:04:52 69.3 42.5 42.5 44.6 14:12:03 58.6 44.6 44.6 49.4 14:21:03 59.0 49.4 49.4

46.6 12:54:41 67.3 46.6 46.6 42.6 13:04:53 69.3 42.6 42.6 42.7 14:12:06 58.6 42.7 42.7 47.5 14:21:06 59.0 47.5 47.5

47.0 12:54:42 67.3 47.0 47.0 42.9 13:04:54 69.3 42.9 42.9 41.9 14:12:09 58.6 41.9 41.9 48.3 14:21:09 59.0 48.3 48.3

47.1 12:54:43 67.3 47.1 47.1 43.7 13:04:55 69.3 43.7 43.7 41.6 14:12:12 58.6 41.6 41.6 46.8 14:21:12 59.0 46.8 46.8

47.6 12:54:44 67.3 47.6 47.6 43.8 13:04:56 69.3 43.8 43.8 45 14:12:15 58.6 45 45 49.6 14:21:15 59.0 49.6 49.6

49.0 12:54:45 67.3 49.0 49.0 43.9 13:04:57 69.3 43.9 43.9 46 14:12:18 58.6 46 46 47.3 14:21:18 59.0 47.3 47.3

51.0 12:54:46 67.3 51.0 51.0 43.6 13:04:58 69.3 43.6 43.6 43.1 14:12:21 58.6 43.1 43.1 48.4 14:21:21 59.0 48.4 48.4

53.5 12:54:47 67.3 53.5 53.5 43.0 13:04:59 69.3 43.0 43.0 40.1 14:12:24 58.6 40.1 40.1 48.6 14:21:24 59.0 48.6 48.6

54.5 12:54:48 67.3 54.5 54.5 42.8 13:05:00 69.3 42.8 42.8 42.8 14:12:27 58.6 42.8 42.8 49.6 14:21:27 59.0 49.6 49.6

54.2 12:54:49 67.3 54.2 54.2 43.1 13:05:01 69.3 43.1 43.1 42.3 14:12:30 58.6 42.3 42.3 48.7 14:21:30 59.0 48.7 48.7

54.1 12:54:50 67.3 54.1 54.1 42.9 13:05:02 69.3 42.9 42.9 41.1 14:12:33 58.6 41.1 41.1 50.1 14:21:33 59.0 50.1 50.1

55.1 12:54:51 67.3 55.1 55.1 42.8 13:05:03 69.3 42.8 42.8 41.8 14:12:36 58.6 41.8 41.8 48.6 14:21:36 59.0 48.6 48.6

55.8 12:54:52 67.2 55.8 55.8 42.8 13:05:04 69.3 42.8 42.8 42.4 14:12:39 58.6 42.4 42.4 48 14:21:39 59.0 48 48

56.9 12:54:53 67.2 56.9 56.9 42.7 13:05:05 69.3 42.7 42.7 43.1 14:12:42 58.6 43.1 43.1 47.3 14:21:42 59.0 47.3 47.3

57.1 12:54:54 67.2 57.1 57.1 42.4 13:05:06 69.3 42.4 42.4 45.2 14:12:45 58.6 45.2 45.2 47.5 14:21:45 59.0 47.5 47.5

55.7 12:54:55 67.2 55.7 55.7 42.4 13:05:07 69.3 42.4 42.4 46.4 14:12:48 58.6 46.4 46.4 47.4 14:21:48 59.0 47.4 47.4

53.8 12:54:56 67.2 53.8 53.8 42.6 13:05:08 69.3 42.6 42.6 49.1 14:12:51 58.6 49.1 49.1 47.6 14:21:51 59.0 47.6 47.6

55.1 12:54:57 67.2 55.1 55.1 42.8 13:05:09 69.3 42.8 42.8 49.2 14:12:54 58.6 49.2 49.2 47.6 14:21:54 59.0 47.6 47.6

56.0 12:54:58 67.2 56.0 56.0 42.4 13:05:10 69.3 42.4 42.4 49 14:12:57 58.6 49 49 47.6 14:21:57 59.0 47.6 47.6

55.3 12:54:59 67.2 55.3 55.3 42.3 13:05:11 69.3 42.3 42.3 49.5 14:13:00 58.6 49.5 49.5 49.4 14:22:00 59.0 49.4 49.4

53.8 12:55:00 67.2 53.8 53.8 42.5 13:05:12 69.3 42.5 42.5 47.7 14:13:03 58.6 47.7 47.7 49 14:22:03 59.0 49 49

52.3 12:55:01 67.2 52.3 52.3 42.6 13:05:13 69.3 42.6 42.6 50.3 14:13:06 58.6 50.3 50.3 47.9 14:22:06 59.0 47.9 47.9

51.1 12:55:02 67.2 51.1 51.1 42.5 13:05:14 69.3 42.5 42.5 48.8 14:13:09 58.6 48.8 48.8 48.2 14:22:09 59.0 48.2 48.2

49.0 12:55:03 67.2 49.0 49.0 42.5 13:05:15 69.3 42.5 42.5 47.4 14:13:12 58.6 47.4 47.4 48.4 14:22:12 59.0 48.4 48.4

47.0 12:55:04 67.1 47.0 47.0 42.6 13:05:16 69.3 42.6 42.6 51.5 14:13:15 58.6 51.5 51.5 48.5 14:22:15 59.0 48.5 48.5

46.4 12:55:05 67.1 46.4 46.4 43.1 13:05:17 69.3 43.1 43.1 51 14:13:18 58.6 51 51 49 14:22:18 59.0 49 49

48.2 12:55:06 67.1 48.2 48.2 43.1 13:05:18 69.3 43.1 43.1 49.8 14:13:21 58.6 49.8 49.8 50.4 14:22:21 59.0 50.4 50.4

49.4 12:55:07 67.1 49.4 49.4 43.1 13:05:19 69.3 43.1 43.1 49.5 14:13:24 58.6 49.5 49.5 58.2 14:22:24 59.0 58.2 58.2

48.9 12:55:08 67.1 48.9 48.9 42.8 13:05:20 69.3 42.8 42.8 51.5 14:13:27 58.6 51.5 51.5 85.9 14:22:27 59.0 85.9 85.9

48.6 12:55:09 67.1 48.6 48.6 41.3 13:05:21 69.3 41.3 41.3 51.3 14:13:30 58.6 51.3 51.3 82 14:22:30 59.0 82 82

48.6 12:55:10 67.1 48.6 48.6 40.5 13:05:22 69.3 40.5 40.5 48.6 14:13:33 58.6 48.6 48.6 75.1 14:22:33 59.0 75.1 75.1

48.0 12:55:11 67.1 48.0 48.0 40.2 13:05:23 69.3 40.2 40.2 54.7 14:13:36 58.6 54.7 54.7 61.9 14:22:36 59.0 61.9 61.9

47.2 12:55:12 67.1 47.2 47.2 39.9 13:05:24 69.3 39.9 39.9 52.2 14:13:39 58.6 52.2 52.2 52.7 14:22:39 59.0 52.7 52.7

47.4 12:55:13 67.1 47.4 47.4 39.9 13:05:25 69.3 39.9 39.9 54.6 14:13:42 58.6 54.6 54.6 50.8 14:22:42 59.0 50.8 50.8

47.5 12:55:14 67.1 47.5 47.5 40.1 13:05:26 69.3 40.1 40.1 52.9 14:13:45 58.6 52.9 52.9 49.8 14:22:45 59.0 49.8 49.8

47.6 12:55:15 67.1 47.6 47.6 40.5 13:05:27 69.3 40.5 40.5 54.2 14:13:48 58.6 54.2 54.2 52.6 14:22:48 59.0 52.6 52.6

47.1 12:55:16 67.1 47.1 47.1 40.6 13:05:28 69.3 40.6 40.6 52.6 14:13:51 58.6 52.6 52.6 48.9 14:22:51 59.0 48.9 48.9

48.2 12:55:17 67.1 48.2 48.2 40.4 13:05:29 69.3 40.4 40.4 49.3 14:13:54 58.6 49.3 49.3 49 14:22:54 59.0 49 49

51.4 12:55:18 67.1 51.4 51.4 40.2 13:05:30 69.3 40.2 40.2 45.1 14:13:57 58.6 45.1 45.1 53.4 14:22:57 59.0 53.4 53.4

51.8 12:55:19 67.1 51.8 51.8 40.3 13:05:31 69.3 40.3 40.3 54 14:14:00 58.6 54 54 49.3 14:23:00 59.0 49.3 49.3

53.5 12:55:20 67.1 53.5 53.5 40.2 13:05:32 69.3 40.2 40.2 50.5 14:14:03 58.6 50.5 50.5 49.1 14:23:03 59.0 49.1 49.1

54.0 12:55:21 67.1 54.0 54.0 39.8 13:05:33 69.3 39.8 39.8 49.4 14:14:06 58.6 49.4 49.4 48.4 14:23:06 59.0 48.4 48.4

54.2 12:55:22 67.1 54.2 54.2 39.7 13:05:34 69.3 39.7 39.7 54.8 14:14:09 58.6 54.8 54.8 48.1 14:23:09 59.0 48.1 48.1

54.0 12:55:23 67.1 54.0 54.0 39.8 13:05:35 69.3 39.8 39.8 55.7 14:14:12 58.6 55.7 55.7 47.6 14:23:12 59.0 47.6 47.6

54.0 12:55:24 67.1 54.0 54.0 40.0 13:05:36 69.3 40.0 40.0 48.9 14:14:15 58.6 48.9 48.9 47.4 14:23:15 59.0 47.4 47.4

52.7 12:55:25 67.1 52.7 52.7 39.7 13:05:37 69.3 39.7 39.7 49.7 14:14:18 58.6 49.7 49.7 46.8 14:23:18 59.0 46.8 46.8

52.8 12:55:26 67.1 52.8 52.8 39.5 13:05:38 69.3 39.5 39.5 60.3 14:14:21 58.6 60.3 60.3 47.1 14:23:21 59.0 47.1 47.1

54.2 12:55:27 67.1 54.2 54.2 39.6 13:05:39 69.3 39.6 39.6 60.6 14:14:24 58.6 60.6 60.6 46.1 14:23:24 59.0 46.1 46.1

53.0 12:55:28 67.1 53.0 53.0 39.7 13:05:40 69.3 39.7 39.7 56.4 14:14:27 58.6 56.4 56.4 47.1 14:23:27 59.0 47.1 47.1

51.9 12:55:29 67.1 51.9 51.9 40.2 13:05:41 69.3 40.2 40.2 54.9 14:14:30 58.6 54.9 54.9 47 14:23:30 59.0 47 47

51.1 12:55:30 67.1 51.1 51.1 41.2 13:05:42 69.3 41.2 41.2 56 14:14:33 58.6 56 56 47 14:23:33 59.0 47 47

50.3 12:55:31 67.1 50.3 50.3 43.0 13:05:43 69.3 43.0 43.0 55.8 14:14:36 58.6 55.8 55.8 48.6 14:23:36 59.0 48.6 48.6

49.6 12:55:32 67.1 49.6 49.6 44.5 13:05:44 69.3 44.5 44.5 54.4 14:14:39 58.6 54.4 54.4 48.8 14:23:39 59.0 48.8 48.8

49.0 12:55:33 67.1 49.0 49.0 44.0 13:05:45 69.3 44.0 44.0 55.2 14:14:42 58.6 55.2 55.2 47.3 14:23:42 59.0 47.3 47.3

48.6 12:55:34 67.1 48.6 48.6 43.2 13:05:46 69.3 43.2 43.2 53.5 14:14:45 58.6 53.5 53.5 47.5 14:23:45 59.0 47.5 47.5

48.6 12:55:35 67.1 48.6 48.6 43.0 13:05:47 69.3 43.0 43.0 52.8 14:14:48 58.6 52.8 52.8 50.3 14:23:48 59.0 50.3 50.3

49.7 12:55:36 67.1 49.7 49.7 42.8 13:05:48 69.3 42.8 42.8 52.8 14:14:51 58.6 52.8 52.8 47.4 14:23:51 59.0 47.4 47.4

51.1 12:55:37 67.1 51.1 51.1 42.8 13:05:49 69.3 42.8 42.8 52.7 14:14:54 58.6 52.7 52.7 47.3 14:23:54 59.0 47.3 47.3

50.8 12:55:38 67.1 50.8 50.8 42.1 13:05:50 69.3 42.1 42.1 53.6 14:14:57 58.6 53.6 53.6 47.8 14:23:57 59.0 47.8 47.8

51.1 12:55:39 67.1 51.1 51.1 40.8 13:05:51 69.3 40.8 40.8 53.9 14:15:00 58.6 53.9 53.9 54.7 14:24:00 59.0 54.7 54.7

50.8 12:55:40 67.1 50.8 50.8 40.1 13:05:52 69.3 40.1 40.1 53.5 14:15:03 58.6 53.5 53.5 51.5 14:24:03 59.0 51.5 51.5

50.2 12:55:41 67.1 50.2 50.2 40.6 13:05:53 69.3 40.6 40.6 53.7 14:15:06 58.6 53.7 53.7 48.2 14:24:06 59.0 48.2 48.2

49.5 12:55:42 67.1 49.5 49.5 40.7 13:05:54 69.3 40.7 40.7 54.7 14:15:09 58.6 54.7 54.7 47.3 14:24:09 59.0 47.3 47.3

49.0 12:55:43 67.1 49.0 49.0 40.6 13:05:55 69.3 40.6 40.6 53.6 14:15:12 58.6 53.6 53.6 47.3 14:24:12 59.0 47.3 47.3

48.4 12:55:44 67.1 48.4 48.4 40.5 13:05:56 69.3 40.5 40.5 53.5 14:15:15 58.6 53.5 53.5 47.5 14:24:15 59.0 47.5 47.5

47.9 12:55:45 67.1 47.9 47.9 41.0 13:05:57 69.3 41.0 41.0 53.3 14:15:18 58.6 53.3 53.3 48.5 14:24:18 59.0 48.5 48.5

47.7 12:55:46 67.1 47.7 47.7 40.4 13:05:58 69.3 40.4 40.4 53.3 14:15:21 58.6 53.3 53.3 50.4 14:24:21 59.0 50.4 50.4

49.8 12:55:47 67.1 49.8 49.8 39.8 13:05:59 69.3 39.8 39.8 54.5 14:15:24 58.6 54.5 54.5 49.8 14:24:24 59.0 49.8 49.8

55.6 12:55:48 67.1 55.6 55.6 39.5 13:06:00 69.3 39.5 39.5 48.8 14:15:27 58.6 48.8 48.8 48.4 14:24:27 59.0 48.4 48.4

55.9 12:55:49 67.1 55.9 55.9 39.5 13:06:01 69.3 39.5 39.5 46.4 14:15:30 58.6 46.4 46.4 50.4 14:24:30 59.0 50.4 50.4

54.7 12:55:50 67.1 54.7 54.7 39.5 13:06:02 69.3 39.5 39.5 47.6 14:15:33 58.6 47.6 47.6 47.1 14:24:33 59.0 47.1 47.1

54.1 12:55:51 67.1 54.1 54.1 39.8 13:06:03 69.3 39.8 39.8 50.3 14:15:36 58.6 50.3 50.3 46.9 14:24:36 59.0 46.9 46.9


Appendix C

APPENDIX C

Field Vibration Measurements Photo Index

Vibration Measurements on December 19, 2017

9 ft 8 in west of East Property Line 2 feet south of north property line

Vibration Measurement Set Up At 10:36 am 0.004 in/s 39 Hz

At 10:36 am Accel 0.008 g At 10:57 am Accel 0.010 g

At 10:57 am 0.005 inch/second At 10:57 am 31.9 dB at 37 Hz

Vibration Measurements on September 13, 2018

Approx 1.5 feet west of East Property Line Vibration Measurement Setup

11:57 am 58.1 VdB at 32 Hz 11:57 am 0.089 inch/second at 32 Hz

11:57 am Accel 0.11 g 12:04 pm 54.9 VdB at 27 Hz

12:04 pm 0.062 inch/second at 27 Hz 12:04 pm Accel 0.033 g


Appendix D

APPENDIX D

SoundPlan Model Existing Noise Calculations

Anaheim Infill Multi-Family ResidentialAssessed receiver levels

Existing Noise Levels

2

Receiver Fl Dir X

m

Y

m

Z

m

CNEL

dB(A)

Ld

dB(A)

Le

dB(A)

Ln

dB(A)

A - NE Corner G 72.4 258.9 1.52 72.6 71.0 64.5 65.0B - SE Corner G 132.9 45.8 0.00 72.8 71.2 64.7 65.2C - SW Corner G 109.4 37.5 0.00 63.3 61.2 54.3 55.9D - NW Corner G 53.4 264.7 0.00 65.2 63.3 56.5 57.9

SoundPLAN 8.0

Vista Environmental 1

An

ahei

m In

fill

Mu

lti-

Fam

ily R

esid

enti

alE

mis

sio

n c

alcu

lati

on

rai

lway

-E

xist

ing

No

ise

Lev

els

15

Ser

.No.

Src

-Obj

IDR

ailw

ayK

MD

Tr

dB

DR

a

dB

LmE

(7-1

9)

dB(A

)

DR

z

dB

LmE

(19-

22)

dB(A

)

LmE

(22-

7)

dB(A

)

148

7W

est T

rack

(S

outh

boun

d Li

ne)

0.00

0

0.00

0.0

64.6

60.

060

.33

54.1

4

248

8E

ast T

rack

(N

orth

boun

d)0.

000

0.

000.

063

.73

0.0

54.7

961

.03

Sou

ndP

LA

N 8

.0

Vis

ta E

nviro

nmen

tal

1


Appendix E

APPENDIX E

Proposed Townhomes Exterior to Interior Attenuation Calculations

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

1Fl

oor:

3R

oom

:Bed

room

1

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

135

0.1

0.4

0.62

0.7

0.63

0.88

13.5

5483

.794

.585

.05

118.

8Fl

oor -

Lin

oleu

m0

0.02

0.03

0.03

0.03

0.03

0.02

00

00

00

Cei

ling

- Gyp

sum

Boa

rd13

50.

290.

10.

050.

040.

070.

0939

.15

13.5

6.75

5.4

9.45

12.1

5W

all -

Gyp

sum

boa

rd33

20.

290.

10.

050.

040.

070.

0996

.28

33.2

16.6

13.2

823

.24

29.8

8To

tal

602

148.

9310

0.7

107.

0511

3.18

117.

7416

0.83

10*lo

g(S/

A) S

=Ext

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r wal

l are

a, A

= So

und

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213.

913.

653.

413.

241.

88So

und

Sour

ce A

djus

tmen

t Fac

tor

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

Cor

rect

ion

Fact

or fo

r A-W

eigh

ted

Soun

d Le

vels

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10-8

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00.

001.

201.

00A-

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ghte

d So

und

Abso

rptio

n Le

vel

-19.

89-1

0.69

-5.5

5-2

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-1.5

6-3

.12

dBA

Noi

se A

bsor

ptio

n Le

vel

3.2

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l20

046

0.00

546

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

4826

0.12

062

- 3'x

6' w

indo

ws

& 1

- 2'x

6' w

indo

wD

oor

026

0To

tal

248

0.00

0526

STC

= S

tand

ard

dual

pan

e w

indo

ws

Tran

smis

sion

Los

s 33

.0Ex

terio

r-In

terio

r Noi

se R

educ

tion

(Tra

nsm

issi

on L

oss

- Sou

nd A

bsor

ptio

n Le

vel)

*Car

pet a

naly

zed

cons

iste

d of

3/8

" Loo

p Pi

le w

ith P

ad30

dBA

Sour

ces:

Fu

ndam

enta

ls o

f Acc

oust

ics

4th

Edi

tion

, Law

renc

e E.

Kin

sler

, 200

0.N

oise

Con

trol i

n B

uild

ings

, Cyr

il M

. Har

ris, 1

994.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

1Fl

oor:

2R

oom

:Gre

at R

oom

/Kitc

hen

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

242

0.1

0.4

0.62

0.7

0.63

0.88

24.2

96.8

150.

0416

9.4

152.

4621

2.96

Floo

r - T

ile18

20.

010.

010.

015

0.02

0.02

0.02

1.81

51.

815

2.72

253.

633.

633.

63C

eilin

g - G

ypsu

m B

oard

424

0.29

0.1

0.05

0.04

0.07

0.09

122.

8242

.35

21.1

7516

.94

29.6

4538

.115

Wal

l - G

ypsu

m b

oard

399

0.29

0.1

0.05

0.04

0.07

0.09

115.

6239

.87

19.9

3515

.948

27.9

0935

.883

Tota

l12

4626

4.45

180.

8419

3.87

205.

9221

3.64

290.

5910

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

2.64

4.29

3.99

3.73

3.57

2.23

Soun

d So

urce

Adj

ustm

ent F

acto

r-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0C

orre

ctio

n Fa

ctor

for A

-Wei

ghte

d So

und

Leve

ls-1

6.10

-8.6

0-3

.20

0.00

1.20

1.00

A-W

eigh

ted

Soun

d Ab

sorp

tion

Leve

l-1

9.46

-10.

31-5

.21

-2.2

7-1

.23

-2.7

7dB

A N

oise

Abs

orpt

ion

Leve

l3.

6

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l34

846

0.00

8746

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

138

260.

3466

1- 3

'x6'

win

dow

& 8

- 2.

5'x6

' win

dow

sD

oor

026

0To

tal

486

0.00

0726

STC

= S

tand

ard

dual

pan

e w

indo

ws

Tran

smis

sion

Los

s 31

.4Ex

terio

r-In

terio

r Noi

se R

educ

tion

(Tra

nsm

issi

on L

oss

- Sou

nd A

bsor

ptio

n Le

vel)

*Car

pet a

naly

zed

cons

iste

d of

3/8

" Loo

p Pi

le w

ith P

ad28

dBA

Sour

ces:

Fu

ndam

enta

ls o

f Acc

oust

ics

4th

Edi

tion

, Law

renc

e E.

Kin

sler

, 200

0.N

oise

Con

trol i

n B

uild

ings

, Cyr

il M

. Har

ris, 1

994.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

2Fl

oor:

3R

oom

:Mas

ter B

edro

om

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

181

0.1

0.4

0.62

0.7

0.63

0.88

18.1

2572

.511

2.38

126.

8811

4.19

159.

5Fl

oor -

Lin

oleu

m0

0.02

0.03

0.03

0.03

0.03

0.02

00

00

00

Cei

ling

- Gyp

sum

Boa

rd18

10.

290.

10.

050.

040.

070.

0952

.563

18.1

259.

0625

7.25

12.6

8816

.313

Wal

l - G

ypsu

m b

oard

336

0.29

0.1

0.05

0.04

0.07

0.09

97.4

433

.616

.813

.44

23.5

230

.24

Tota

l69

916

8.13

124.

2313

8.24

147.

5715

0.4

206.

0510

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

0.00

1.31

0.85

0.56

0.48

-0.8

9So

und

Sour

ce A

djus

tmen

t Fac

tor

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

Cor

rect

ion

Fact

or fo

r A-W

eigh

ted

Soun

d Le

vels

-16.

10-8

.60

-3.2

00.

001.

201.

00A-

Wei

ghte

d So

und

Abso

rptio

n Le

vel

-22.

10-1

3.29

-8.3

5-5

.44

-4.3

2-5

.89

dBA

Noi

se A

bsor

ptio

n Le

vel

0.5

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l13

246

0.00

3346

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

3626

0.09

042

- 3'x

6' w

indo

ws

Doo

r0

260

Tota

l16

80.

0006

26 S

TC =

Sta

ndar

d du

al p

ane

win

dow

sTr

ansm

issi

on L

oss

32.5

Exte

rior-

Inte

rior N

oise

Red

uctio

n (T

rans

mis

sion

Los

s - S

ound

Abs

orpt

ion

Leve

l)*C

arpe

t ana

lyze

d co

nsis

ted

of 3

/8" L

oop

Pile

with

Pad

32dB

ASo

urce

s:

Fund

amen

tals

of A

ccou

stic

s 4t

h E

ditio

n, L

awre

nce

E. K

insl

er, 2

000.

Noi

se C

ontro

l in

Bui

ldin

gs, C

yril

M. H

arris

, 199

4.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

2Fl

oor:

2R

oom

:Gre

at R

oom

/Kitc

hen

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

421

0.1

0.4

0.62

0.7

0.63

0.88

42.1

168.

426

1.02

294.

726

5.23

370.

48Fl

oor -

Tile

124

0.01

0.01

0.01

50.

020.

020.

021.

241.

241.

862.

482.

482.

48C

eilin

g - G

ypsu

m B

oard

545

0.29

0.1

0.05

0.04

0.07

0.09

158.

0554

.527

.25

21.8

38.1

549

.05

Wal

l - G

ypsu

m b

oard

581

0.29

0.1

0.05

0.04

0.07

0.09

168.

3558

.05

29.0

2523

.22

40.6

3552

.245

Tota

l16

7136

9.74

282.

1931

9.16

342.

234

6.5

474.

2610

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

-2.9

1-1

.74

-2.2

8-2

.58

-2.6

3-4

.00

Soun

d So

urce

Adj

ustm

ent F

acto

r-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0C

orre

ctio

n Fa

ctor

for A

-Wei

ghte

d So

und

Leve

ls-1

6.10

-8.6

0-3

.20

0.00

1.20

1.00

A-W

eigh

ted

Soun

d Ab

sorp

tion

Leve

l-2

5.01

-16.

34-1

1.48

-8.5

8-7

.43

-9.0

0dB

A N

oise

Abs

orpt

ion

Leve

l-2

.7

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l11

146

0.00

2846

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

7826

0.19

591

- 4'x

6' w

indo

w &

3 -

3'x6

' win

dow

sD

oor

026

0To

tal

189

0.00

1126

STC

= S

tand

ard

dual

pan

e w

indo

ws

Tran

smis

sion

Los

s 29

.8Ex

terio

r-In

terio

r Noi

se R

educ

tion

(Tra

nsm

issi

on L

oss

- Sou

nd A

bsor

ptio

n Le

vel)

*Car

pet a

naly

zed

cons

iste

d of

3/8

" Loo

p Pi

le w

ith P

ad32

dBA

Sour

ces:

Fu

ndam

enta

ls o

f Acc

oust

ics

4th

Edi

tion

, Law

renc

e E.

Kin

sler

, 200

0.N

oise

Con

trol i

n B

uild

ings

, Cyr

il M

. Har

ris, 1

994.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

3Fl

oor:

3R

oom

:Bed

room

2

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

100

0.1

0.4

0.62

0.7

0.63

0.88

1040

6270

6388

Floo

r - L

inol

eum

00.

020.

030.

030.

030.

030.

020

00

00

0C

eilin

g - G

ypsu

m B

oard

100

0.29

0.1

0.05

0.04

0.07

0.09

2910

54

79

Wal

l - G

ypsu

m b

oard

262

0.29

0.1

0.05

0.04

0.07

0.09

75.9

826

.213

.110

.48

18.3

423

.58

Tota

l46

211

4.98

76.2

80.1

84.4

888

.34

120.

5810

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

1.65

3.43

3.22

2.99

2.79

1.44

Soun

d So

urce

Adj

ustm

ent F

acto

r-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0C

orre

ctio

n Fa

ctor

for A

-Wei

ghte

d So

und

Leve

ls-1

6.10

-8.6

0-3

.20

0.00

1.20

1.00

A-W

eigh

ted

Soun

d Ab

sorp

tion

Leve

l-2

0.45

-11.

17-5

.98

-3.0

1-2

.01

-3.5

6dB

A N

oise

Abs

orpt

ion

Leve

l2.

8

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l13

846

0.00

3546

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

3026

0.07

541

- 3'x

6' w

indo

ws

& 1

- 2'x

6' w

indo

wD

oor

026

0To

tal

168

0.00

0526

STC

= S

tand

ard

dual

pan

e w

indo

ws

Tran

smis

sion

Los

s 33

.3Ex

terio

r-In

terio

r Noi

se R

educ

tion

(Tra

nsm

issi

on L

oss

- Sou

nd A

bsor

ptio

n Le

vel)

*Car

pet a

naly

zed

cons

iste

d of

3/8

" Loo

p Pi

le w

ith P

ad30

dBA

Sour

ces:

Fu

ndam

enta

ls o

f Acc

oust

ics

4th

Edi

tion

, Law

renc

e E.

Kin

sler

, 200

0.N

oise

Con

trol i

n B

uild

ings

, Cyr

il M

. Har

ris, 1

994.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

3Fl

oor:

3R

oom

:Bed

room

3

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

100

0.1

0.4

0.62

0.7

0.63

0.88

1040

6270

6388

Floo

r - L

inol

eum

00.

020.

030.

030.

030.

030.

020

00

00

0C

eilin

g - G

ypsu

m B

oard

100

0.29

0.1

0.05

0.04

0.07

0.09

2910

54

79

Wal

l - G

ypsu

m b

oard

274

0.29

0.1

0.05

0.04

0.07

0.09

79.4

627

.413

.710

.96

19.1

824

.66

Tota

l47

411

8.46

77.4

80.7

84.9

689

.18

121.

6610

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

-1.4

90.

360.

17-0

.05

-0.2

6-1

.61

Soun

d So

urce

Adj

ustm

ent F

acto

r-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0C

orre

ctio

n Fa

ctor

for A

-Wei

ghte

d So

und

Leve

ls-1

6.10

-8.6

0-3

.20

0.00

1.20

1.00

A-W

eigh

ted

Soun

d Ab

sorp

tion

Leve

l-2

3.59

-14.

24-9

.03

-6.0

5-5

.06

-6.6

1dB

A N

oise

Abs

orpt

ion

Leve

l-0

.2

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l66

460.

0017

46 S

TC =

Sta

ndar

d st

ucco

wal

l con

stru

ctio

nW

indo

w18

260.

0452

1- 3

'x6'

win

dow

Doo

r0

260

Tota

l84

0.00

0626

STC

= S

tand

ard

dual

pan

e w

indo

ws

Tran

smis

sion

Los

s 32

.5Ex

terio

r-In

terio

r Noi

se R

educ

tion

(Tra

nsm

issi

on L

oss

- Sou

nd A

bsor

ptio

n Le

vel)

*Car

pet a

naly

zed

cons

iste

d of

3/8

" Loo

p Pi

le w

ith P

ad33

dBA

Sour

ces:

Fu

ndam

enta

ls o

f Acc

oust

ics

4th

Edi

tion

, Law

renc

e E.

Kin

sler

, 200

0.N

oise

Con

trol i

n B

uild

ings

, Cyr

il M

. Har

ris, 1

994.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

3Fl

oor:

2R

oom

:Gre

at R

oom

/Kitc

hen

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

368

0.1

0.4

0.62

0.7

0.63

0.88

36.8

147.

222

8.16

257.

623

1.84

323.

84Fl

oor -

Tile

121

0.01

0.01

0.01

50.

020.

020.

021.

211.

211.

815

2.42

2.42

2.42

Cei

ling

- Gyp

sum

Boa

rd57

80.

290.

10.

050.

040.

070.

0916

7.73

57.8

3828

.919

23.1

3540

.486

52.0

54W

all -

Gyp

sum

boa

rd24

40.

290.

10.

050.

040.

070.

0970

.731

24.3

912

.195

9.75

617

.073

21.9

51To

tal

1311

276.

4723

0.64

271.

0929

2.91

291.

8240

0.26

10*lo

g(S/

A) S

=Ext

erio

r wal

l are

a, A

= So

und

Abso

rptio

n3.

484.

273.

573.

233.

251.

88So

und

Sour

ce A

djus

tmen

t Fac

tor

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

Cor

rect

ion

Fact

or fo

r A-W

eigh

ted

Soun

d Le

vels

-16.

10-8

.60

-3.2

00.

001.

201.

00A-

Wei

ghte

d So

und

Abso

rptio

n Le

vel

-18.

62-1

0.33

-5.6

3-2

.77

-1.5

5-3

.12

dBA

Noi

se A

bsor

ptio

n Le

vel

3.2

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l47

346

0.01

1946

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

144

260.

3617

3- 2

'x6'

win

dow

& 6

- 3'

x6' w

indo

ws

Doo

r0

260

Tota

l61

70.

0006

26 S

TC =

Sta

ndar

d du

al p

ane

win

dow

sTr

ansm

issi

on L

oss

32.2

Exte

rior-

Inte

rior N

oise

Red

uctio

n (T

rans

mis

sion

Los

s - S

ound

Abs

orpt

ion

Leve

l)*C

arpe

t ana

lyze

d co

nsis

ted

of 3

/8" L

oop

Pile

with

Pad

29dB

ASo

urce

s:

Fund

amen

tals

of A

ccou

stic

s 4t

h E

ditio

n, L

awre

nce

E. K

insl

er, 2

000.

Noi

se C

ontro

l in

Bui

ldin

gs, C

yril

M. H

arris

, 199

4.

Inte

rior N

oise

Cal

cula

tions

With

26

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

1Fl

oor:

3R

oom

:Bed

room

1

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

135

0.1

0.4

0.62

0.7

0.63

0.88

13.5

5483

.794

.585

.05

118.

8Fl

oor -

Lin

oleu

m0

0.02

0.03

0.03

0.03

0.03

0.02

00

00

00

Cei

ling

- Gyp

sum

Boa

rd13

50.

290.

10.

050.

040.

070.

0939

.15

13.5

6.75

5.4

9.45

12.1

5W

all -

Gyp

sum

boa

rd33

20.

290.

10.

050.

040.

070.

0996

.28

33.2

16.6

13.2

823

.24

29.8

8To

tal

602

148.

9310

0.7

107.

0511

3.18

117.

7416

0.83

10*lo

g(S/

A) S

=Ext

erio

r wal

l are

a, A

= So

und

Abso

rptio

n2.

213.

913.

653.

413.

241.

88So

und

Sour

ce A

djus

tmen

t Fac

tor

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

Cor

rect

ion

Fact

or fo

r A-W

eigh

ted

Soun

d Le

vels

-16.

10-8

.60

-3.2

00.

001.

201.

00A-

Wei

ghte

d So

und

Abso

rptio

n Le

vel

-19.

89-1

0.69

-5.5

5-2

.59

-1.5

6-3

.12

dBA

Noi

se A

bsor

ptio

n Le

vel

3.2

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l20

046

0.00

546

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

4837

0.00

962

- 3'x

6' w

indo

ws

& 1

- 2'x

6' w

indo

wD

oor

037

0To

tal

248

6E-0

537

STC

= A

cous

tic P

erfo

rman

ce d

ual p

ane

win

dow

sTr

ansm

issi

on L

oss

42.3

Exte

rior-

Inte

rior N

oise

Red

uctio

n (T

rans

mis

sion

Los

s - S

ound

Abs

orpt

ion

Leve

l)*C

arpe

t ana

lyze

d co

nsis

ted

of 3

/8" L

oop

Pile

with

Pad

39dB

ASo

urce

s:

Fund

amen

tals

of A

ccou

stic

s 4t

h E

ditio

n, L

awre

nce

E. K

insl

er, 2

000.

Noi

se C

ontro

l in

Bui

ldin

gs, C

yril

M. H

arris

, 199

4.

Inte

rior N

oise

Cal

cula

tions

With

37

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

2Fl

oor:

3R

oom

:Mas

ter B

edro

om

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

181

0.1

0.4

0.62

0.7

0.63

0.88

18.1

2572

.511

2.38

126.

8811

4.19

159.

5Fl

oor -

Lin

oleu

m0

0.02

0.03

0.03

0.03

0.03

0.02

00

00

00

Cei

ling

- Gyp

sum

Boa

rd18

10.

290.

10.

050.

040.

070.

0952

.563

18.1

259.

0625

7.25

12.6

8816

.313

Wal

l - G

ypsu

m b

oard

336

0.29

0.1

0.05

0.04

0.07

0.09

97.4

433

.616

.813

.44

23.5

230

.24

Tota

l69

916

8.13

124.

2313

8.24

147.

5715

0.4

206.

0510

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

0.00

1.31

0.85

0.56

0.48

-0.8

9So

und

Sour

ce A

djus

tmen

t Fac

tor

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

Cor

rect

ion

Fact

or fo

r A-W

eigh

ted

Soun

d Le

vels

-16.

10-8

.60

-3.2

00.

001.

201.

00A-

Wei

ghte

d So

und

Abso

rptio

n Le

vel

-22.

10-1

3.29

-8.3

5-5

.44

-4.3

2-5

.89

dBA

Noi

se A

bsor

ptio

n Le

vel

0.5

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l13

246

0.00

3346

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

3637

0.00

722

- 3'x

6' w

indo

ws

Doo

r0

370

Tota

l16

86E

-05

37 S

TC =

Aco

ustic

Per

form

ance

dua

l pan

e w

indo

ws

Tran

smis

sion

Los

s 42

.0Ex

terio

r-In

terio

r Noi

se R

educ

tion

(Tra

nsm

issi

on L

oss

- Sou

nd A

bsor

ptio

n Le

vel)

*Car

pet a

naly

zed

cons

iste

d of

3/8

" Loo

p Pi

le w

ith P

ad42

dBA

Sour

ces:

Fu

ndam

enta

ls o

f Acc

oust

ics

4th

Edi

tion

, Law

renc

e E.

Kin

sler

, 200

0.N

oise

Con

trol i

n B

uild

ings

, Cyr

il M

. Har

ris, 1

994.

Inte

rior N

oise

Cal

cula

tions

With

37

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

3Fl

oor:

3R

oom

:Bed

room

2

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

100

0.1

0.4

0.62

0.7

0.63

0.88

1040

6270

6388

Floo

r - L

inol

eum

00.

020.

030.

030.

030.

030.

020

00

00

0C

eilin

g - G

ypsu

m B

oard

100

0.29

0.1

0.05

0.04

0.07

0.09

2910

54

79

Wal

l - G

ypsu

m b

oard

262

0.29

0.1

0.05

0.04

0.07

0.09

75.9

826

.213

.110

.48

18.3

423

.58

Tota

l46

211

4.98

76.2

80.1

84.4

888

.34

120.

5810

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

1.65

3.43

3.22

2.99

2.79

1.44

Soun

d So

urce

Adj

ustm

ent F

acto

r-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0C

orre

ctio

n Fa

ctor

for A

-Wei

ghte

d So

und

Leve

ls-1

6.10

-8.6

0-3

.20

0.00

1.20

1.00

A-W

eigh

ted

Soun

d Ab

sorp

tion

Leve

l-2

0.45

-11.

17-5

.98

-3.0

1-2

.01

-3.5

6dB

A N

oise

Abs

orpt

ion

Leve

l2.

8

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l13

846

0.00

3546

STC

= S

tand

ard

stuc

co w

all c

onst

ruct

ion

Win

dow

3037

0.00

61

- 3'x

6' w

indo

ws

& 1

- 2'x

6' w

indo

wD

oor

037

0To

tal

168

6E-0

537

STC

= A

cous

tic P

erfo

rman

ce d

ual p

ane

win

dow

sTr

ansm

issi

on L

oss

42.5

Exte

rior-

Inte

rior N

oise

Red

uctio

n (T

rans

mis

sion

Los

s - S

ound

Abs

orpt

ion

Leve

l)*C

arpe

t ana

lyze

d co

nsis

ted

of 3

/8" L

oop

Pile

with

Pad

40dB

ASo

urce

s:

Fund

amen

tals

of A

ccou

stic

s 4t

h E

ditio

n, L

awre

nce

E. K

insl

er, 2

000.

Noi

se C

ontro

l in

Bui

ldin

gs, C

yril

M. H

arris

, 199

4.

Inte

rior N

oise

Cal

cula

tions

With

37

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)

Proj

ect N

ame:

Dow

ntow

n An

ahei

m 3

9Pl

an:P

lan

3Fl

oor:

3R

oom

:Bed

room

3

Roo

m A

bsor

ptio

nTy

pe o

f Sur

face

Area

(Sq

ft)12

525

050

010

0020

0040

0012

525

050

010

0020

0040

00Fl

oor -

Car

pet*

100

0.1

0.4

0.62

0.7

0.63

0.88

1040

6270

6388

Floo

r - L

inol

eum

00.

020.

030.

030.

030.

030.

020

00

00

0C

eilin

g - G

ypsu

m B

oard

100

0.29

0.1

0.05

0.04

0.07

0.09

2910

54

79

Wal

l - G

ypsu

m b

oard

274

0.29

0.1

0.05

0.04

0.07

0.09

79.4

627

.413

.710

.96

19.1

824

.66

Tota

l47

411

8.46

77.4

80.7

84.9

689

.18

121.

6610

*log(

S/A)

S=E

xter

ior w

all a

rea,

A=

Soun

d Ab

sorp

tion

-1.4

90.

360.

17-0

.05

-0.2

6-1

.61

Soun

d So

urce

Adj

ustm

ent F

acto

r-6

.00

-6.0

0-6

.00

-6.0

0-6

.00

-6.0

0C

orre

ctio

n Fa

ctor

for A

-Wei

ghte

d So

und

Leve

ls-1

6.10

-8.6

0-3

.20

0.00

1.20

1.00

A-W

eigh

ted

Soun

d Ab

sorp

tion

Leve

l-2

3.59

-14.

24-9

.03

-6.0

5-5

.06

-6.6

1dB

A N

oise

Abs

orpt

ion

Leve

l-0

.2

Exte

rior-

Inte

rior T

rans

mis

sion

Cal

cula

tions

Type

of S

urfa

ceAr

eaST

CFr

actio

nal A

rea

(Sq

ft)R

atin

g (A

rea/

10^(

STC

/10)

)St

ucco

Wal

l66

460.

0017

46 S

TC =

Sta

ndar

d st

ucco

wal

l con

stru

ctio

nW

indo

w18

370.

0036

1- 3

'x6'

win

dow

Doo

r0

370

Tota

l84

6E-0

537

STC

= A

cous

tic P

erfo

rman

ce d

ual p

ane

win

dow

sTr

ansm

issi

on L

oss

42.0

Exte

rior-

Inte

rior N

oise

Red

uctio

n (T

rans

mis

sion

Los

s - S

ound

Abs

orpt

ion

Leve

l)*C

arpe

t ana

lyze

d co

nsis

ted

of 3

/8" L

oop

Pile

with

Pad

42dB

ASo

urce

s:

Fund

amen

tals

of A

ccou

stic

s 4t

h E

ditio

n, L

awre

nce

E. K

insl

er, 2

000.

Noi

se C

ontro

l in

Bui

ldin

gs, C

yril

M. H

arris

, 199

4.

Inte

rior N

oise

Cal

cula

tions

With

37

STC

Win

dow

s

Soun

d Ab

sorp

tion

Coe

ffici

ent,

Hz

Soun

d Ab

sorp

tion

(Sab

ins)


Appendix F

APPENDIX F

SoundPlan Model With Project Noise Calculations

Anaheim Infill Multi-Family ResidentialAssessed receiver levelsWith Project Noise Levels

2

Receiver Fl Dir X

m

Y

m

Z

m

CNEL

dB(A)

Ld

dB(A)

Le

dB(A)

Ln

dB(A)

Building 1 CommonArea

G 70.2 256.0 1.52 67.4 65.5 59.2 59.9


G 70.9 187.0 0.00 55.6 53.4 46.8 48.4


G 93.6 107.7 0.00 55.6 53.3 46.8 48.3


G 108.8 47.0 1.52 54.8 52.6 46.0 47.6

SoundPLAN 8.0

Vista Environmental 1

An

ahei

m In

fill

Mu

lti-

Fam

ily R

esid

enti

alE

mis

sio

n c

alcu

lati

on

rai

lway

-W

ith

Pro

ject

No

ise

Lev

els

15

Ser

.No.

Src

-Obj

IDR

ailw

ayK

MD

Tr

dB

DR

a

dB

LmE

(7-1

9)

dB(A

)

DR

z

dB

LmE

(19-

22)

dB(A

)

LmE

(22-

7)

dB(A

)

148

7W

est T

rack

(S

outh

boun

d Li

ne)

0.00

0

0.00

0.0

64.6

60.

060

.33

54.1

4

248

8E

ast T

rack

(N

orth

boun

d)0.

000

0.

000.

063

.73

0.0

54.7

961

.03

Sou

ndP

LA

N 8

.0

Vis

ta E

nviro

nmen

tal

1


Appendix G

APPENDIX G

FHWA Model Traffic Noise Contour Calculations

Scen

ario

: EXI

STIN

G C

ON

DIT

ION

SPr

ojec

t: D

ownt

own

Ana

heim

39

Site

Con

ditio

ns:S

oft

Vehi

cle

Type

Day

Even

ing

Nig

htD

aily

Day

Even

ing

Nig

htD

aily

Day

Even

inN

ight

Dai

lyAu

tom

obile

s67

.10%

12.6

0%15

.50%

97.0

0%69

.50%

12.9

0%9.

60%

92.0

0%63

.91%

8.22

%19

.17%

91.3

0%M

ediu

m T

ruck

s1.

30%

0.20

%0.

50%

2.00

%1.

44%

0.06

%1.

50%

3.00

%2.

66%

0.41

%1.

02%

4.09

%H

eavy

Tru

cks

0.60

%0.

10%

0.30

%1.

00%

2.40

%0.

10%

2.50

%5.

00%

2.81

%0.

41%

1.38

%4.

61%

Roa

d N

ame:

La P

alm

a A

venu

e

S

egm

ent:

Wes

t of O

live

Stre

etAv

erag

e D

aily

Tra

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65.1

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67.2

164

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65.9

266

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70 d

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74.8

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80.0

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52.5

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53.9

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3To

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865

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63.6

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67.0

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55 d

BA:

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69.0

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59.6

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60 d

BA:

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64.6

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63.1

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74.8

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47.6

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65 d

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Site

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62.5

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80.2

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29.6

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59.4

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59.4

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38 ft

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oise

Adj

ustm

ents

U

nmiti

gate

d N

oise

Lev

els

NO

ISE

PAR

AMET

ERS

AT 4

0 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

39.

38 ft

)

NO

ISE

PAR

AMET

ERS

AT 4

5 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

44.

45 ft

)

Noi

se A

djus

tmen

ts

Unm

itiga

ted

Noi

se L

evel

s N

OIS

E PA

RAM

ETER

S AT

35

FEET

FR

OM

CEN

TER

LIN

E

(Equ

iv. L

ane

Dis

t: 3

4.29

ft)

Noi

se A

djus

tmen

ts

Unm

itiga

ted

Noi

se L

evel

s

Scen

ario

: EXI

STIN

G C

ON

DIT

ION

SPr

ojec

t: D

ownt

own

Ana

heim

39

Site

Con

ditio

ns:S

oft

FHW

A-R

D-7

7-10

8 H

IGH

WA

Y TR

AFF

IC N

OIS

E PR

EDIC

TIO

N M

OD

EL

Roa

d N

ame:

Ana

heim

Bou

leva

rd

S

egm

ent:

Sout

h of

Wilh

elm

ina

Stre

etAv

erag

e D

aily

Tra

ffic:

173

20 V

ehic

les

Vehi

cle

Spee

d: 3

5 M

PHVe

hicl

e M

ix: 2

Roa

dway

Cla

ssifi

catio

n: P

rimar

y Ar

teria

lC

ente

rline

Dis

tanc

e to

Noi

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onto

ur (i

n fe

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Type

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affic

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Auto

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65.1

11.

283.

51-1

.20

68.6

966

.32

65.0

358

.98

67.4

168

.04

70 d

BA:

2830

Med

ium

Tru

cks

74.8

3-1

3.59

3.51

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063

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44.3

436

.56

45.7

751

.92

51.9

565

dBA

:60

65H

eavy

Tru

cks

80.0

5-1

1.37

3.51

-1.2

070

.98

53.9

946

.21

55.4

261

.57

61.6

160

dBA

:12

914

0To

tal:

73.4

666

.60

65.0

960

.70

68.5

169

.01

55 d

BA:

278

301

Roa

d N

ame:

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reet

Seg

men

t:N

orth

of N

orth

Str

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Aver

age

Dai

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810

Vehi

cles

Vehi

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Spee

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PHVe

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Cla

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etC

ente

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Type

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q Pe

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Auto

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65.1

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0.72

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058

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55.7

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.47

50.6

058

.14

58.6

170

dBA

:7

8M

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m T

ruck

s74

.83

-23.

250.

72-1

.20

51.1

031

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29.3

328

.54

35.4

235

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65 d

BA:

1617

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s80

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72-1

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53.3

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28.5

328

.53

35.1

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60 d

BA:

3437

Tota

l:60

.04

55.7

454

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50.6

558

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58.6

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dBA

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79

Roa

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Seg

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of W

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65.1

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058

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56.3

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51.1

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59.2

170

dBA

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8M

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m T

ruck

s74

.83

-23.

451.

52-1

.20

51.6

932

.04

29.9

329

.14

36.0

236

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65 d

BA:

1517

Hea

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s80

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461.

52-1

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53.9

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29.1

329

.13

35.7

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60 d

BA:

3336

Tota

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56.3

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51.2

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59.2

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dBA

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77

Roa

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ine

Stre

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S

egm

ent:

Nor

th o

f Nor

th S

tree

tAv

erag

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aily

Tra

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180

Veh

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sVe

hicl

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eed:

25

MPH

Vehi

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Mix

: 1R

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lass

ifica

tion:

Inte

rior S

treet

Cen

terli

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ista

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Con

tour

(in

feet

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hicl

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peR

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860.

66-1

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42.0

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38.2

734

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41.9

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70 d

BA:

11

Med

ium

Tru

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71.0

9-3

3.72

0.66

-1.2

036

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17.1

815

.07

14.2

821

.16

21.4

465

dBA

:1

1H

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Tru

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78.7

4-3

6.73

0.66

-1.2

041

.47

18.4

616

.70

16.7

023

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23.6

060

dBA

:3

3To

tal:

45.4

239

.57

38.3

234

.51

42.0

442

.51

55 d

BA:

67

NO

ISE

PAR

AMET

ERS

AT 4

5 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

44.

45 ft

)N

oise

Adj

ustm

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U

nmiti

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d N

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els

Noi

se A

djus

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Unm

itiga

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se L

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NO

ISE

PAR

AMET

ERS

AT 4

0 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

38.

97 ft

)N

oise

Adj

ustm

ents

U

nmiti

gate

d N

oise

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els

NO

ISE

PAR

AMET

ERS

AT 3

5 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

28.

72 ft

)N

oise

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ustm

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U

nmiti

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d N

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els

NO

ISE

PAR

AMET

ERS

AT 4

5 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

44.

09 ft

)

Scen

ario

: EXI

STIN

G C

ON

DIT

ION

SPr

ojec

t: D

ownt

own

Ana

heim

39

Site

Con

ditio

ns:S

oft

FHW

A-R

D-7

7-10

8 H

IGH

WA

Y TR

AFF

IC N

OIS

E PR

EDIC

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Stre

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erag

e D

aily

Tra

ffic:

130

0 Ve

hicl

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hicl

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eed:

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MPH

Vehi

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Mix

: 1R

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ifica

tion:

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rior S

treet

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terli

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tour

(in

feet

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hicl

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peR

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s59

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51.4

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51.3

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70 d

BA:

22

Med

ium

Tru

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71.0

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5.14

1.45

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26.5

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23.6

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30.8

165

dBA

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5H

eavy

Tru

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78.7

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8.15

1.45

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050

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27.8

426

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26.0

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32.9

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dBA

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12To

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47.7

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51.4

151

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55 d

BA:

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se A

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Type

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65.9

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70 d

BA:

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Med

ium

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74.8

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80.0

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0.64

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53.9

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3To

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965

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63.6

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67.0

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BA:

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Roa

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ame:

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Veh

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34.6

443

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BA:

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60 d

BA:

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67.1

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63.1

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Med

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Tru

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74.8

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65 d

BA:

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066

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49.7

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dBA

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60.8

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64.2

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55 d

BA:

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NO

ISE

PAR

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62.5

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56.6

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51.5

559

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59.5

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501.

52-1

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52.9

433

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31.1

830

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37.2

737

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65 d

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1618

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511.

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57.0

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32.3

032

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38.9

539

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60 d

BA:

3538

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l:61

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56.7

155

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51.6

459

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59.6

455

dBA

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82

Roa

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th S

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0 Ve

hicl

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hicl

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ifica

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56.5

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55

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73.1

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3.09

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27.7

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34.9

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80.2

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1.52

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29.7

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36.6

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52.8

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56.5

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55 d

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62.5

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BA:

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51.3

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26.5

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33.1

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60 d

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50.9

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62.5

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59.4

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65 d

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23.4

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23.0

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78.7

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50.8

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55 d

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Auto

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59.4

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47.5

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42.4

149

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49.4

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24.7

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31.3

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47.5

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42.5

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50.5

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59.4

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24.0

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19.5

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42.4

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Noi

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NO

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Noi

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NO

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PAR

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NO

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PAR

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Proj

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65.1

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68.7

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67.4

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80.0

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65.1

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65.1

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56.3

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51.2

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71.0

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22.8

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78.7

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19.8

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18.1

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25.0

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dBA

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541

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39.7

535

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43.4

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55 d

BA:

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Noi

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quiv

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NO

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RO

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97 ft

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2.82

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63.4

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BA:

3033

Med

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Tru

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74.8

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2.04

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59.5

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32.5

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47.9

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65 d

BA:

6570

Hea

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s80

.05

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067

.00

50.0

142

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51.4

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57.6

360

dBA

:14

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2To

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69.4

862

.61

61.1

156

.72

64.5

365

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55 d

BA:

302

327

NO

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PAR

AMET

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AT 5

0 FE

ET F

RO

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(E

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FHW

A-R

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AT 4

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ET F

RO

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(E

quiv

. Lan

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40.

31 ft

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Vehi

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1 (L

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70

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(Equ

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7.08

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Noi

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Scen

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: YEA

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WIT

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39

Site

Con

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ns:S

oft

FHW

A-R

D-7

7-10

8 H

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WA

Y TR

AFF

IC N

OIS

E PR

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N M

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Wes

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Aver

age

Dai

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680

Vehi

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62.5

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361.

52-1

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53.0

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31.3

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65 d

BA:

1718

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s80

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371.

52-1

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57.2

134

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32.4

332

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39.0

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60 d

BA:

3639

Tota

l:62

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56.8

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51.7

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59.7

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Roa

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52.9

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56.6

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56

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73.1

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27.9

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Tru

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80.2

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5.96

1.52

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31.6

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29.8

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36.7

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26To

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59.4

154

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53.0

149

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56.7

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55 d

BA:

5256

Roa

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62.5

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BA:

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WA

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59.4

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78.7

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8 H

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WA

Y TR

AFF

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65.1

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cle

Spee

d: 3

5 M

PHVe

hicl

e M

ix: 1

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dway

Cla

ssifi

catio

n: C

olle

ctor

Stre

etC

ente

rline

Dis

tanc

e to

Noi

se C

onto

ur (i

n fe

et)

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cle

Type

REM

ELTr

affic

Adj

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dj.

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djLe

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akLe

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ayLe

q Ev

e.Le

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ight

Ldn

CN

ELLd

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Auto

mob

iles

65.1

1-6

.25

0.72

-1.2

058

.37

55.8

554

.60

50.7

358

.27

58.7

570

dBA

:7

8M

ediu

m T

ruck

s74

.83

-23.

110.

72-1

.20

51.2

331

.58

29.4

728

.68

35.5

635

.84

65 d

BA:

1617

Hea

vy T

ruck

s80

.05

-26.

120.

72-1

.20

53.4

430

.43

28.6

728

.67

35.3

235

.57

60 d

BA:

3537

Tota

l:60

.17

55.8

854

.63

50.7

958

.32

58.7

955

dBA

:75

81

Roa

d N

ame:

Oliv

e St

reet

Seg

men

t:So

uth

of W

ilhel

min

a St

reet

Aver

age

Dai

ly T

raffi

c: 2

800

Vehi

cles

Vehi

cle

Spee

d: 3

5 M

PHVe

hicl

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ix: 1

Roa

dway

Cla

ssifi

catio

n: C

olle

ctor

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etC

ente

rline

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tanc

e to

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se C

onto

ur (i

n fe

et)

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cle

Type

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dj.

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te A

djLe

q Pe

akLe

q D

ayLe

q Ev

e.Le

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ight

Ldn

CN

ELLd

nC

NEL

Auto

mob

iles

65.1

1-6

.41

1.52

-1.2

059

.02

56.5

055

.26

51.3

858

.93

59.4

070

dBA

:7

8M

ediu

m T

ruck

s74

.83

-23.

261.

52-1

.20

51.8

832

.23

30.1

229

.33

36.2

136

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65 d

BA:

1617

Hea

vy T

ruck

s80

.05

-26.

271.

52-1

.20

54.0

931

.08

29.3

229

.32

35.9

736

.22

60 d

BA:

3437

Tota

l:60

.83

56.5

355

.28

51.4

458

.97

59.4

555

dBA

:74

79

Roa

d N

ame:

Paul

ine

Stre

et

S

egm

ent:

Nor

th o

f Nor

th S

tree

tAv

erag

e D

aily

Tra

ffic:

290

Veh

icle

sVe

hicl

e Sp

eed:

25

MPH

Vehi

cle

Mix

: 1R

oadw

ay C

lass

ifica

tion:

Inte

rior S

treet

Cen

terli

ne D

ista

nce

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(in

feet

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hicl

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66-1

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44.1

141

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436

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144

.49

70 d

BA:

11

Med

ium

Tru

cks

71.0

9-3

1.65

0.66

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038

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19.2

517

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16.3

523

.23

23.5

165

dBA

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2H

eavy

Tru

cks

78.7

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4.66

0.66

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043

.54

20.5

318

.77

18.7

725

.42

25.6

760

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4To

tal:

47.4

941

.64

40.3

936

.59

44.1

144

.58

55 d

BA:

89

Noi

se A

djus

tmen

ts

Unm

itiga

ted

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se L

evel

s

NO

ISE

PAR

AMET

ERS

AT 3

5 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

28.

72 ft

)

NO

ISE

PAR

AMET

ERS

AT 4

0 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

38.

97 ft

)N

oise

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ustm

ents

U

nmiti

gate

d N

oise

Lev

els

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ISE

PAR

AMET

ERS

AT 4

5 FE

ET F

RO

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(E

quiv

. Lan

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ist:

44.

45 ft

)

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se A

djus

tmen

ts

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itiga

ted

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se L

evel

s

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ISE

PAR

AMET

ERS

AT 4

5 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

44.

09 ft

)N

oise

Adj

ustm

ents

U

nmiti

gate

d N

oise

Lev

els

Scen

ario

: YEA

R 2

021

PLU

S C

UM

ULA

TIVE

PR

OJE

CTS

WIT

H P

RO

JEC

T C

ON

DIT

ION

SPr

ojec

t: D

ownt

own

Ana

heim

39

Site

Con

ditio

ns:S

oft

FHW

A-R

D-7

7-10

8 H

IGH

WA

Y TR

AFF

IC N

OIS

E PR

EDIC

TIO

N M

OD

EL

Roa

d N

ame:

Paul

ine

Stre

et

S

egm

ent:

Sout

h of

Wilh

elm

ina

Stre

etAv

erag

e D

aily

Tra

ffic:

140

0 Ve

hicl

esVe

hicl

e Sp

eed:

25

MPH

Vehi

cle

Mix

: 1R

oadw

ay C

lass

ifica

tion:

Inte

rior S

treet

Cen

terli

ne D

ista

nce

toN

oise

Con

tour

(in

feet

)Ve

hicl

e Ty

peR

EMEL

Traf

fic A

dj.

Dis

t Adj

.Fi

nite

Adj

Leq

Peak

Leq

Day

Leq

Eve.

Leq

Nig

htLd

nC

NEL

Ldn

CN

ELAu

tom

obile

s59

.44

-7.9

61.

45-1

.20

51.7

449

.21

47.9

744

.10

51.6

452

.12

70 d

BA:

23

Med

ium

Tru

cks

71.0

9-2

4.81

1.45

-1.2

046

.53

26.8

724

.76

23.9

730

.85

31.1

365

dBA

:5

6H

eavy

Tru

cks

78.7

4-2

7.82

1.45

-1.2

051

.17

28.1

626

.40

26.4

033

.05

33.3

060

dBA

:11

12To

tal:

55.1

249

.27

48.0

244

.21

51.7

352

.21

55 d

BA:

2426

NO

ISE

PAR

AMET

ERS

AT 4

0 FE

ET F

RO

M C

ENTE

RLI

NE

(E

quiv

. Lan

e D

ist:

39.

38 ft

)N

oise

Adj

ustm

ents

U

nmiti

gate

d N

oise

Lev

els


Appendix H

APPENDIX H

RCNM Model Construction Noise Calculations

Roadway Construction Noise Model (RCNM),Version 1.1

Report date: 7/27/2018Case Description: Downtown Anaheim 29 - Demolition

---- Receptor #1 ----Baselines (dBA)

Description Land Use Daytime Evening NightHomes to the West Residential 56.5 56.5 56.5

EquipmentSpec Actual Receptor Estimated

Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Scraper No 40 83.6 20 0Concrete Saw No 20 89.6 70 0Tractor No 40 84 120 0Tractor No 40 84 170 0Tractor No 40 84 220 0

ResultsCalculated (dBA) Noise Limits (dBA)

Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqScraper 91.5 87.6 N/A N/A N/A N/AConcrete Saw 87 80 N/A N/A N/A N/ATractor 76.4 72.4 N/A N/A N/A N/ATractor 73.4 69.4 N/A N/A N/A N/ATractor 71.1 67.2 N/A N/A N/A N/A

Total 91.5 88 N/A N/A N/A N/A*Calculated Lmax is the Loudest value.


Description Land Use Daytime Evening NightHomes to the East Residential 57 57 56.5


Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Scraper No 40 83.6 90 0Concrete Saw No 20 89.6 140 0Tractor No 40 84 190 0Tractor No 40 84 240 0Tractor No 40.0 84 290 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqScraper 79 75 N/A N/A N/A N/AConcrete Saw 81 74 N/A N/A N/A N/ATractor 72 68 N/A N/A N/A N/ATractor 70.4 66.4 N/A N/A N/A N/ATractor 69 65 N/A N/A N/A N/A

Total 81 78 N/A N/A N/A N/A*Calculated Lmax is the Loudest value.


Report date: 7/27/2018Case Description: Downtown Anaheim 29 - Grading




Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Grader No 40 85 20 0Dozer No 40 81.7 70 0Tractor No 40 84 120 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqGrader 93 89 N/A N/A N/A N/ADozer 78.7 74.8 N/A N/A N/A N/ATractor 76.4 72.4 N/A N/A N/A N/A



Description Land Use Daytime Evening NightHomes to the East Residential 56.5 56.5 56.5


Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Grader No 40 85 90 0Dozer No 40 81.7 140 0Tractor No 40.0 84 190 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqGrader 80 76 N/A N/A N/A N/ADozer 73 69 N/A N/A N/A N/ATractor 72 68 N/A N/A N/A N/A



Report date: 7/27/2018Case Description: Downtown Anaheim 29 - Building Construction




Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Crane No 16 80.6 40 0Gradall No 40 83.4 90 0Generator No 50 80.6 140 0Welder / Torch No 40 74 190 0Welder / Torch No 40 74 240 0Welder / Torch No 40 74 290 0Tractor No 40 84 340 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqCrane 82.5 74.5 N/A N/A N/A N/AGradall 78.3 74.3 N/A N/A N/A N/AGenerator 71.7 68.7 N/A N/A N/A N/AWelder / Torch 62.4 58.4 N/A N/A N/A N/AWelder / Torch 60.4 56.4 N/A N/A N/A N/AWelder / Torch 58.7 54.8 N/A N/A N/A N/ATractor 67.3 63.4 N/A N/A N/A N/A





Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Crane No 16 80.6 95 0Gradall No 40 83.4 145 0Generator No 50 80.6 195 0Welder / Torch No 40 74 245 0Welder / Torch No 40 74 295 0Welder / Torch No 40 74 345 0Tractor No 40 84 395 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqCrane 75 67 N/A N/A N/A N/AGradall 74 70 N/A N/A N/A N/AGenerator 69 66 N/A N/A N/A N/AWelder / Torch 60.2 56.2 N/A N/A N/A N/AWelder / Torch 58.6 54.6 N/A N/A N/A N/AWelder / Torch 57.2 53.2 N/A N/A N/A N/ATractor 66.0 62.1 N/A N/A N/A N/A



Report date: 7/27/2018Case Description: Downtown Anaheim 29 - Paving




Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Concrete Mixer Truck No 40 78.8 25 0Paver No 50 77.2 75 0Paver No 50 77.2 125 0Roller No 20 80 175 0Tractor No 40 84 225 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqConcrete Mixer Truck 84.8 80.8 N/A N/A N/A N/APaver 73.7 70.7 N/A N/A N/A N/APaver 69.3 66.3 N/A N/A N/A N/ARoller 69.1 62.1 N/A N/A N/A N/ATractor 70.9 67.0 N/A N/A N/A N/A





Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Concrete Mixer Truck No 40 78.8 95 0Paver No 50 77.2 145 0Paver No 50 77.2 195 0Roller No 20 80 245 0Tractor No 40 84 295 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqConcrete Mixer Truck 73 69 N/A N/A N/A N/APaver 68 65 N/A N/A N/A N/APaver 65 62 N/A N/A N/A N/ARoller 66.2 59.2 N/A N/A N/A N/ATractor 68.6 64.6 N/A N/A N/A N/A



Report date: 7/27/2018Case Description: Downtown Anaheim 29 - Painting




Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Compressor (air) No 40 77.7 40 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqCompressor (air) 79.6 75.6 N/A N/A N/A N/A



Description Land Use Daytime Evening NightHomes to the East Residential 56.5 56.5 56.5


Impact Lmax Lmax Distance ShieldingDescription Device Usage(%) (dBA) (dBA) (feet) (dBA)Compressor (air) No 40 77.7 95 0


Day EveningEquipment *Lmax Leq Lmax Leq Lmax LeqCompressor (air) 72.1 68.1 N/A N/A N/A N/A


Documents

Appendix H - Noise Impact Analysis - Downtown Anaheim (39)