Chapter 8. Appendices

Transcription

1 Chapter 8. Appendices Appendix A: Noise and Vibration Analysis Metro Gold Line Foothill Extension Phase 2A Supplemental EIR No. 2 for Additional Project Refinements

2 MEMORANDUM To: From: Robb Fishman, Environmental Program Manager Metro Gold Line Foothill Extension Construction Authority Shannon McKenna Hugh Saurenman ATS Consulting Date: Subject: 215 N. Marengo Avenue, Suite 100 Pasadena, CA t

3 Page ii Table of Contents 1. Introduction Background on Environmental Noise FTA Noise Impact Criteria Duarte Sound Wall Noise Impact Assessment Noise from TPSS Units Noise Thresholds for TPSS Units Predicted TPSS Noise Levels Relocation of the Duarte PArking Facility Azusa Vibration Impact Appendix A: Noise Measurement Results (July 2011) A.1. Duarte Sound Wall Existing Noise Measurement A.2. TPSS Units Existing Noise Measurements Michillinda Option A and Option B Michillinda TPSS Option C Soldano TPSS A.3. Duarte Parking Facility Existing Noise Measurement A.4. Azusa Vibration Impact Existing Noise Measurement List of Figures Figure 1: Typical Indoor and Outdoor Noise Levels... 2 Figure 2: FTA Noise Thresholds... 4 Figure 3: Location of Daurte Eastbound Sound Wall Figure 4: Aerial Photograph of Michillinda Avenue TPSS Option A, B, and C Locations... 7 Figure 5: Aerial Photograph of the Soldano Street TPSS Location... 8 Figure 7: Location of the Proposed Duarte Parking Facility Figure 7: Location of Azusa Westbound Group Figure 9: Measurement Location at 1802 Citrus View Avenue Figure 10: 24-Hour Noise Levels at 1802 Citrus View Avenue Figure 11: Measurement Location at 3855 Arboleda Street Figure 12: Measured Sound Levels at 3855 Arboleda Street Near Michillinda TPSS Option A Figure 13: Measurement Location at 34 Quigley Avenue Figure 14: Measured Sound Levels at 34 Quigley Avenue Near Michillinda TPSS Option C Figure 15: Measurement Location at Soldano Avenue and 9th Street Figure 16: Measured Sound Levels at Soldano Avenue and 9th Street, Azusa Figure 17: Measurement Location at 1609 Denning Avenue Figure 18: Measured Sound Levels at 1609 Denning Avenue, Near the Duarte Parking Facility Figure 19: Measurement Location at 736 Angeleno Avenue Figure 20: Measure Sound Levels at736 Angeleno Avenue... 28

4 Page iii List of Tables Table 1: Noise Prediction for Duarte Eastbound Group Table 2: Predicted Future Noise Levels With and Without Mitigation for Duarte Eastbound Group Table 3: Noise Threshold for TPSS Units... 9 Table 4: City Noise Ordinance Thresholds... 9 Table 5: Metro Design Criteria for Noise From Transit Ancillary Facilities Table 6: Predicted TPSS Noise Levels, Ldn Table 7: Predicted TPSS Noise Levels, Leq Table 8: Vibration Prediction for Azusa Westbound Group Table 9: Measured Hourly Noise Levels at Duarte Avenue and Citrus View Avenue Table 10: Measured Hourly Noise Levels at 3855 Arboleda Street Table 11: Measured Hourly Noise Levels at 34 Quigley Avenue Table 12: Measured Hourly Noise Levels at Soldano Avenue and 9th Street Table 13: Measured Hourly Noise Levels at 1609 Denning Avenue Table 14: Measured Hourly Noise Levels at 736 Angeleno Avenue... 29

5 Page 1 1. INTRODUCTION This memorandum presents a noise and vibration analysis of design refinements that have taken place since the completion of the 2007 Gold Line Phase II Final Environmental Impact Report (FEIR) and the 2011Gold Line Supplemental Environmental Impact Report No. 1 (SEIR 1) were published. The design refinements addressed in this memorandum are: Duarte Eastbound Sound Wall 1: The 2007 FEIR recommends a sound wall in Duarte from station to The noise prediction and thresholds were updated to reflect current conditions. No impact is predicted in that area and no mitigation is necessary to comply with the FTA noise criteria. Additional TPSS units: New sites were proposed for TPSS units in the corridor. The Metro Design Criteria for Ancillary Equipment was compared to several noise thresholds. There will be no noise impact from the TPSS units if the Metro Design Criteria is met. Relocation of Duarte parking facility: There is a new proposed location for the parking facility in Duarte. The new location is farther from noise sensitive receivers, so there is no noise impact from the relocation. A 24-hour noise measurement was conducted at the nearest noise sensitive receiver to determine the existing noise conditions in that area. Azusa Vibration Impact: Predicted vibration levels with mitigation presented in the FEIR and the subsequent analysis ( Updated Vibration Predictions for Metro Gold Line Phase 2A, Pasadena to Azusa dated November 17, 2010 prepared by ATS Consulting) exceed the FTA criteria at one location in Azusa. Mitigation options that would eliminate the impact are discussed. In addition, a 24-hour noise measurement was made to update existing noise conditions in that area. Consistent with the 2007 FEIR, all analyses in this memorandum use the Federal Transit Administration (FTA) noise prediction procedures and impact criteria *. However, the FTA updated the vibration impact criteria in May The updated criteria specify limits in terms of the maximum vibration level in any 1/3 octave band rather than as an overall vibration limit. This updated criteria is applied to the vibration impact identified in Azusa. 1.1 Background on Environmental Noise Noise is typically defined as unwanted or undesirable sound, where sound is characterized by small air pressure fluctuations above and below the atmospheric pressure. The basic parameters of environmental noise that affect human response to sound are the following: 1. Intensity or level, 2. Frequency content, and 3. Variation with time. Intensity is determined by how greatly the sound pressure fluctuates above and below the atmospheric pressure, and is expressed on a logarithmic scale in units of decibels (db). By using this scale, the range of normally encountered sound can be expressed by values between 0 and 120 db. On a relative basis, a * Transit Noise and Vibration Impact Assessment, Report FTA-VA , May 2006.

6 Page 2 3-dB change in sound level generally represents a noticeable change in loudness, whereas a 10-dB change is typically perceived as a doubling (or halving) in the loudness of a sound. The frequency content of noise is related to the tone or pitch of the sound, and is expressed based on the rate of the air pressure fluctuations in cycles per second called hertz (Hz). The human ear can detect frequencies from about 20 Hz to 17,000 Hz; however, the sensitivity of human hearing varies with frequency. The A-weighting system is commonly used when measuring environmental noise to which humans are most sensitive. Sound levels measured using this weighting system are called A-weighted sound levels and are expressed as dba. Figure 1 includes examples of A-weighted sound levels from common indoor and outdoor sounds. Figure 1: Typical Indoor and Outdoor Noise Levels Environmental sound constantly fluctuates and can be expressed using many different metrics. The metrics used in this report to characterize varying sound environments are: Maximum Sound Level (Lmax) is the maximum sound level that occurs during an event such as a train passing. Equivalent Sound Level (Leq) is the most common means of characterizing fluctuating community noise. Leq represents a constant sound that, over a specified period of time, has the same sound energy as the time-varying sound. Leq is used by the FTA to evaluate noise effects at institutional land uses such as schools, churches, and libraries from proposed transit projects.

7 Page 3 Day-Night Sound Level (Ldn) is basically a 24-hour Leq with an adjustment to reflect the greater sensitivity of most people to nighttime noise. The adjustment is a 10 db penalty for all sound that occurs between the hours of 10:00 p.m. to 7:00 a.m., which means that any event occurring during the nighttime is equivalent to 10 occurrences of the same event during the daytime. Ldn is the most common measure of total community noise over a 24-hour period and is used by the FTA to evaluate residential noise effects from proposed transit projects. Percent Exceedance Level (LXX) is the sound level that is exceeded for a certain percentage of the measurement period (e.g., L99 is the sound level exceeded during 99 percent of the measurement period). For a 1-hour period, L99 is the sound level exceeded for all except 36 seconds of the hour. L1 represents typical maximum sound levels, L 33 is approximately equal to Leq when free-flowing traffic is the dominant noise source, L50 is the median sound level, and L99 is close to the minimum sound level. Sound Exposure Level (SEL) is a measure of the acoustic energy of an event such as a train passing. In essence, the acoustic energy of the event is compressed into a 1-second period. SEL increases as the sound level of the event increases and as the duration of the event increases. It is often used as an intermediate value in calculating overall metrics such as Leq and Ldn. 1.2 FTA Noise Impact Criteria The FTA noise impact criteria is a sliding scale that is based on the existing noise exposure at the sensitive receiver. The basic concept of the sliding scale is that more project noise is allowed in areas where existing noise is higher, but the allowable increase above the existing noise exposure decreases as the existing noise exposure increases. The criteria are shown graphically in Figure 2 for the three land use categories along with an example of how the criteria are applied. The top two graphs show the Category 1 and 3 thresholds, used for nonresidential land uses, where Leq is applied as the noise exposure metric. The bottom left graph shows Category 2 thresholds, used for residential land uses, where Ldn is applied as the noise exposure metric. The concept of a sliding scale for noise impact can be difficult to grasp and may be clarified by the example illustrated in the bottom right graph of Figure 2. Assume that the existing day-night noise level (Ldn) has been measured to be 60 dba. This is the total noise from all existing noise sources over a 24- hour period: traffic, aircraft, lawnmowers, birds chirping, etc. Starting at 60 dba on the horizontal axis, follow the vertical line up to where it intersects with the moderate and severe impact curves. Then refer to the left axis to read off the impact thresholds. As shown in the example, an existing noise level of 60 dba Ldn gives thresholds of 58 dba for moderate impact and a 63 dba for severe impact. If the predicted increase in noise exceeds the moderate threshold, noise mitigation must be considered. If the predicted increase exceeds the severe threshold, noise mitigation must be included in the project unless there are compelling reasons why mitigation is unfeasible.

8 Page 4 Figure 2: FTA Noise Thresholds 2. DUARTE SOUND WALL The 2007 FEIR recommends a 350 foot long sound wall along the eastbound track in the city of Duarte from station to Figure 3 shows the location of the proposed sound wall and the nearest residences. The residential cluster used in the 2007 FEIR noise analysis (boxed in red in Figure 3) is labeled as Duarte eastbound group 1 and includes the four single-family residences located closest to the proposed tracks along Duarte Road from Mountain Avenue to Park Rose Avenue. The nearest residence in the group is 120 feet from the centerline of the eastbound track. The dominant existing noise source is the vehicular traffic on Duarte Road, with runs between the residences and the proposed tracks. The predicted noise level from the 2007 FEIR for the residences in Duarte eastbound group 1 was one decibel below the impact threshold. However, mitigation was recommended in the form of a noise wall. A new noise analysis was conducted to determine if there is noise impact at the residences in Duarte eastbound group 1 and to determine if mitigation measures are necessary to meet the FTA noise criteria.

9 Page 5 Figure 3: Location of Daurte Eastbound Sound Wall Noise Impact Assessment The train noise prediction procedure for this analysis followed the same methodology described in the 2007 Noise and Vibration Technical Report. The prediction procedure follows the FTA noise assessment guidelines. The FTA noise thresholds are based on the existing noise exposure. The 2007 FEIR used a noise measurement taken in 2005 at the intersection of Duarte Road and Broadland Avenue to determine the FTA noise impact threshold for the residences in Duarte eastbound group 1. This measurement was approximately one-half mile east of the residences in Duarte eastbound group 1. An additional 24-hour noise measurement was conducted in July 2011 at the intersection of Duarte Road and Citrus View Avenue to update the noise analysis and determine the appropriate noise threshold. The measured Ldn was 63 dba. Detailed measurement results are presented in Appendix A. The FTA noise thresholds for a residential land use with an Ldn of 63 dba are: Moderate Impact Threshold: 60 dba Severe Impact Threshold: 65 dba The FTA impact thresholds apply to the predicted project noise level. The project noise includes only noise from the light-rail operations and does not include noise from existing sources, such as traffic. As a result, the FTA impact threshold can be less than the measured existing noise level. The FTA moderate impact threshold for Duarte eastbound group 1 is three decibels lower than the existing noise level. If the predicted project noise level exceeds the moderate impact threshold, FTA guidance is to consider noise mitigation options. If the predicted project noise level exceeds the severe impact threshold, FTA guidance is to include mitigation in the project unless there are compelling reasons why mitigation is unfeasible.

10 Page 6 Table 1 shows the assumptions for the noise prediction (train speed and distance from the residences to the track) as well as the threshold and predicted project noise level. The predicted project noise level, which only includes train noise, is 59 dba, one decibel below the threshold for moderate impact. Table 1: Noise Prediction for Duarte Eastbound Group 1 Engineering Station Speed: 55 mph Distance to Near Track: 120 ft Existing Noise Level (Ldn): 63 dba Threshold for Moderate Impact (Ldn): 60 dba Predicted Project Noise Level (Ldn): 59 dba 1 Ldn is the day-night sound level. The 2007 FEIR recommended mitigation for Duarte eastbound group 1, although the predicted noise level in the report did not exceed the moderate impact threshold. The updated noise prediction in Table 2 also approaches, although it does not exceed, the FTA threshold for moderate noise impact. A noise mitigation analysis for the residences is included as part of this updated noise analysis given that the predicted level is only 1 decibel below the impact threshold and mitigation was recommended in the 2007 FEIR. The installation of a sound barrier north of Duarte Road along the south edge of the project right-of-way would provide a reduction in the project sound level (noise associated with the light-rail operations) of approximately 12 db (Table 2). The wall; however, would not reduce traffic noise from Duarte Road at the residences. The predicted future noise level is a combination of the traffic noise and light-rail operations noise. The existing traffic noise at Duarte eastbound group 1 is higher than the predicted train noise with or without a barrier. As a result, the future noise level is dominated by the traffic noise along Duarte Road. The predicted future noise levels with and without a barrier are shown in Table 2. Because the barrier would not reduce traffic noise and the predicted train noise is much less than the existing traffic noise, the introduction of light-rail would only cause a very small increase in noise level. The predicted future noise level with a train but without the barrier increases the existing noise level by 1 db and the predicted future level with a train with a barrier increases the existing noise level by less than 1 db.. Humans cannot typically distinguish changes in sound level that are less than 3 db. Installing a sound barrier would not provide noticeable benefit to the residents. Table 2: Predicted Future Noise Levels With and Without Mitigation for Duarte Eastbound Group 1 without Barrier with Barrier Existing Noise Level (Ldn) 63 dba 63 dba Predicted Project Noise Level (Ldn) 59 dba 47 dba (LRT noise only) Predicted Future Noise Level 1 (Ldn) (LRT noise and traffic noise) 64 dba 63 dba 1 Predicted future noise level is the decibel sum of the existing noise level and the predicted project noise level.

11 Page 7 3. NOISE FROM TPSS UNITS The primary noise sources on traction power substation (TPSS) units are transformer hum and noise from cooling systems. The cooling fans are the primary noise source on the TPSS units used on the Metro Gold Line. A TPSS unit will be added to the project at one of three potential sites at the intersection of the 210 Freeway and Michillinda Avenue. Site options A, B, and C are shown in Figure 4 below. The Construction Authority would acquire the single-family residence on Arboleda Street indicated in Figure 4 to accommodate the TPSS for option A. The nearest noise-sensitive receiver to option A is a singlefamily residence located adjacent to the proposed parcel, approximately 10 feet from the property line. However, the TPSS unit would be set back farther than 10 feet from the edge of the parcel nearest to the residence. The Construction Authority would acquire part of the parking lot on the northeast corner of the intersection of Michillinda Avenue and Arboleda Street to accommodate the TPSS for option B, as indicated in Figure 4. The nearest sensitive receiver to the option B site is the single-family residence currently located at the option A site. The residence is approximately 15 feet from the edge of the option B parcel; however, the TPSS would likely be placed on the southern edge of the parcel oriented with the cooling fans facing the street. TPSS site option C is located south of the 210 Freeway, adjacent to the east off-ramp. The land is currently owned by CalTrans. The nearest noise sensitive receiver is a single-family residence on Quigley Street, approximately 60 feet from the edge of the proposed parcel. Figure 4: Aerial Photograph of Michillinda Avenue TPSS Option A, B, and C Locations

12 Page 8 In Azusa, the TPSS site near Soldano Street has been shifted from the location identified in the 2007 FEIR. The current proposed location for the TPSS is north of the alignment, just west of Soldano Street at station There is a multi-family residential building approximately 42 feet from the proposed TPSS location shown in Figure 5. Figure 5: Aerial Photograph of the Soldano Street TPSS Location 3.1 Noise Thresholds for TPSS Units The FTA Guidance Manual does not include separate thresholds for substation noise. The FTA criteria are geared toward train operations with intermittent sound events throughout the day. The TPSS units, in contrast, are usually running continuously while trains are in operation. As explained in the 2007 Noise and Vibration Technical Report, noise level goals that are more stringent than the FTA criteria are often applied to noise from TPSS units because they have different sound characteristics than light-rail vehicles. The noise level goal presented in the 2007 FEIR is a limit of 10 db above the hourly L90, with a minimum limit of 45 dba at any residence. As discussed in Section 1.2, the FTA noise criteria are based on the existing noise exposure. Twenty-four hour noise measurements were conducted near the proposed TPSS sites to determine the existing noise exposure. Detailed measurement results are presented in Appendix A. The results were used to determine the FTA criteria at the residences nearest to each TPSS site. The noise measurement results were also used to determine the L90 plus 10 db noise threshold goal. The noise thresholds based on the measurement data are presented in Table 3 below.

13 Page 9 City TPSS Table 3: Noise Threshold for TPSS Units Eng. Station Dist, ft Existing Ldn FTA Criteria, Ldn Measured L90(hour), dba Noise Level Goal: L90(hour)+10, dba Pasadena Michillinda A Pasadena Michillinda B Pasadena Michillinda C Azusa Soldano In addition to the federal criteria supplied in the FTA Guidance Manual, cities also have noise ordinances that stipulate acceptable noise levels. While these criteria do not apply to noise from the light-rail vehicle operations, they should be considered for TPSS noise because TPSS units are permanently located within the city and run continuously. The noise criteria from the applicable city ordinances for the three TPSS sites are presented in Table 4 below. In all three cases, the noise criteria from the city ordinances is higher than or equal to the noise level goal of L90 plus 10 db. Table 4: City Noise Ordinance Thresholds Community Area TPSS City Threshold, dba Pasadena Michillinda Options A and B 61 a Pasadena Michillinda Option C 53 a Azusa Soldano 50 a The Pasadena noise threshold is the ambient level plus 5 db. The lowest ambient 1-hour Leq was used. 3.2 Predicted TPSS Noise Levels The TPSS units will be designed to comply with the Metro Design Criteria for noise from transit system ancillary facilities. The Metro Design Criteria are presented in Table 5. The residential areas near the proposed TPSS locations are considered average residential density. The TPSS units are assumed to run continuously. To comply with the Metro Design Criteria, the TPSS units could not exceed a maximum noise level of 45 dba at a distance of 50 feet from the unit or at the setback line of the nearest building, whichever is closer.

14 Page 10 Table 5: Metro Design Criteria for Noise From Transit Ancillary Facilities Community Area Maximum Noise Level, dba Transient Continuous Low Density Residential Average Residential High-density residential Commercial Industrial/highway Source: Metro Design Criteria, Table 2-9 (Metro 2009) 1 Maximum noise level at a distance of 50 feet, or at the setback line of the nearest building, whichever is closer. The Metro Design Criteria is presented in terms of an equivalent noise level, or Leq. To compare the design criteria to the FTA noise thresholds, the design criteria is converted to the day-night noise level (Ldn), a measure of noise exposure that weights nighttime noise more heavily than daytime noise. The results of the conversion are presented in Table 6. The predicted TPSS noise does not exceed the FTA criteria at any of the three TPSS locations. Table 6: Predicted TPSS Noise Levels, Ldn TPSS FTA Criteria, Ldn Predicted TPSS dba Noise, Ldn dba a Michillinda Option A Michillinda Option B Michillinda Option C Soldano a The predicted level is based on the Metro Design Criteria of an Leq of 45 dba at the nearest residence. Table 7 presents the Metro Design Criteria noise level as well as the noise criteria stipulated by the cities and the noise goal L90 plus 10 db. The Metro Design Criteria does not exceed either of the noise thresholds. Applying the Metro Design Criteria to the installation of the TPSS units will ensure that the noise from the units will be less than the FTA noise thresholds, the stricter noise goal of L90 plus 10 db, and the noise criteria from the respective cities. There would be no noise impact if the TPSS units comply with the Metro Design Criteria.

15 Page 11 Table 7: Predicted TPSS Noise Levels, Leq TPSS Noise Level Goal: Predicted TPSS City Threshold, dba L90(hour)+10, dba Noise, Leq dba a Michillinda Option A Michillinda Option B Michillinda Option C Soldano a The predicted level is based on the Metro Design Criteria of 45 dba at the nearest residence. 4. RELOCATION OF THE DUARTE PARKING FACILITY The location of the parking facility in Duarte studied for the 2007 FEIR noise analysis (shown in Figure 7) was located west of Highland Avenue, between single-family residences to the west and the GE Aviation building at 1700 Business Center Drive to the east. The current proposed parking facility locations (options A and B) are both east of the GE Aviation building, farther from any noise sensitive receivers. As shown in Figure 7, the current options for the parking facility location are surrounded by commercial land uses. The FTA noise criteria do not consider commercial land uses as noise sensitive. As a result, there will be no noise impact with the new parking location options. The FEIR parking location is currently being used to store cars for a nearby dealership. When the Duarte Station Parking Options A or B are implemented, the dealership lot will be converted into a parking lot for the GE Building. However, this will not result in a change to the noise environment at the nearest sensitive receivers. No additions or changes to the 2007 FEIR mitigation recommendations are necessary as a result of the relocation of the Duarte Parking Facility.

16 Page 12 Figure 6: Location of the Proposed Duarte Parking Facility

17 Page AZUSA VIBRATION IMPACT The most current vibration analysis for the Metro Gold Line Foothill Extension Phase 2A shows that predicted vibration levels with mitigation would exceed the FTA impact criteria at one location in Azusa (Azusa westbound group 1). The vibration analysis and prediction for the group is presented in the technical memorandum: Updated Vibration Predictions for Metro Gold Line Phase 2A, Pasadena to Azusa dated November 17, The updated vibration analysis takes into account a design modification that shifted the proposed light-rail tracks closer to the affected group. The affected group consists of one single-family residence located at engineering station , near the intersection of the right-of-way with Angeleno Avenue. The location of the residence relative to the proposed track alignment is shown in Figure 7 below. The proposed inbound tracks are 15 feet from the residence, which would result in high vibration levels. The predicted vibration levels with and without mitigation are shown in Table 8. Without mitigation, vibration levels are predicted to reach 88 VdB in the 63 Hz 1/3 octave band. The proposed mitigation measure for the majority of Phase 2A is a 12 inch layer of tire-derived aggregate (TDA) under the ballast. With TDA, vibration levels at Azusa westbound group 1 are predicted to reach 79 VdB in the 63 Hz 1/3 octave band, exceeding the FTA impact threshold by 7 db. Because the residence is located so close to the proposed track alignment, it may not be feasible to eliminate this impact with track mitigation measures without resorting to approaches such as a floating slab track to protect the residence. Floating slabs are very expensive to implement and more difficult to maintain than standard ballast and tie track. The cost of a floating slab to protect a single residence makes floating slab track an unreasonable mitigation option. Considering the residual impact is only at a single residence, more reasonable approaches for addressing the impact at this location would be to acquire the property or negotiate an easement with the property owner. This would create a buffer zone between the near track and any vibration sensitive receivers. Figure 7: Location of Azusa Westbound Group 1

18 Page 14 Table 8: Vibration Prediction for Azusa Westbound Group 1 Engineering Station Speed: 55 mph Distance to Near Track: 15 ft Threshold 1 : 72 VdB Predicted Vibration Level 1 : 88 VdB Predicted Vibration Level 1 with TDA: 79 VdB 1 Band maximum vibration velocity in decibels using a decibel reference of 1 µin/sec

19 Page 15 APPENDIX A: NOISE MEASUREMENT RESULTS (JULY 2011) A.1. Duarte Sound Wall Existing Noise Measurement A 24-hour noise measurement was conducted at the intersection of Duarte Road and Citrus View Avenue, outside the single-family residence at 1802 Citrus View Avenue. The microphone was approximately 50 feet south of the centerline of the near lane of Duarte Road. The dominant noise source in the area was traffic on Duarte Road. Figure 8 shows the location of the measurement. Figure 9 shows the measured 4-sec Leq and the 1-hour Leq for the measurement period. The measured Ldn was 63 dba. Table 9 presents several noise metrics for each hour. The FTA noise thresholds for a residential land use with an Ldn of 63 dba are: Moderate Impact Threshold: 60 dba Severe Impact Threshold: 65 dba Figure 8: Measurement Location at 1802 Citrus View Avenue

20 Page 16 Figure 9: 24-Hour Noise Levels at 1802 Citrus View Avenue Table 9: Measured Hourly Noise Levels at Duarte Avenue and Citrus View Avenue July 18, 2011 to July 19, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 1:00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 AM

21 Page 17 Table 9: Measured Hourly Noise Levels at Duarte Avenue and Citrus View Avenue July 18, 2011 to July 19, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 1:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM Source: ATS Consulting, 2011 A.2. TPSS Units Existing Noise Measurements Michillinda Option A and Option B The nearest noise sensitive receivers to the Michillinda option A and B TPSS sites are the single-family residences on Arboleda Street. The dominant noise source in the area is traffic noise from the 210 West off-ramp. A 24-hour noise measurement was performed in the front yard of the single-family residence at 3855 Arboleda Street. Figure 10 shows the location of the measurement with respect to the proposed TPSS locations. Figure 11 shows the measured 1-second Leq and the 1-hour Leq for the measurement period. The measured Ldn was 66 dba. Table 10 presents several noise metrics for each hour.

22 Page 18 Figure 10: Measurement Location at 3855 Arboleda Street Figure 11: Measured Sound Levels at 3855 Arboleda Street Near Michillinda TPSS Option A

23 Page 19 Table 10: Measured Hourly Noise Levels at 3855 Arboleda Street July 14, 2011 to July 15, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 12:00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM Source: ATS Consulting, 2011 Michillinda TPSS Option C The nearest noise sensitive receivers to the Michillinda option C TPSS site are the single-family residences on Quigley Avenue north of Colorado Boulevard. The dominant noise source in the area is traffic noise from the 210 East off-ramp. A 24-hour noise measurement was performed in the back yard of the single-family residence at 34 North Quigley Avenue from 21 pm August 15, 2011 to 12 pm August 16, 2011.

24 Page 20 Figure 12 shows the location of the measurement with respect to the proposed TPSS location. Figure 13 shows the measured 2-second Leq and the 1-hour Leq for the measurement period. The measured Ldn was 57 dba. Table 10 presents several noise metrics for each hour. The noise levels at this site are significantly lower than noise measured north of the 210 Freeway for TPSS options A and B. The lower sound levels are most likely due to a sound wall running along the south side of the freeway. Figure 12: Measurement Location at 34 Quigley Avenue

25 Page Monday, August 15, 2011 Tuesday, August 16, 2011 Ldn = 56.8 dba 80 2-Second Leq 1-Hour Leq 70 Sound Level (dba) :00 P.M. 2:00 P.M. 4:00 P.M. 6:00 P.M. 8:00 P.M. 10:00 P.M. 12:00 A.M. 2:00 A.M. 4:00 A.M. 6:00 A.M. 8:00 A.M. 10:00 A.M. 12:00 P.M. Figure 13: Measured Sound Levels at 34 Quigley Avenue Near Michillinda TPSS Option C Table 11: Measured Hourly Noise Levels at 34 Quigley Avenue August 15, 2011 to August 16, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 12:00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM

26 Page 22 Table 11: Measured Hourly Noise Levels at 34 Quigley Avenue August 15, 2011 to August 16, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 12:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM Source: ATS Consulting, 2011 Soldano TPSS The proposed Soldano TPSS location is bounded on the south by the proposed tracks and on the north by a multi-family residential complex. The residences in the complex are the nearest noise sensitive receivers. The dominant noise source in the area is light vehicular traffic on 9th Street and occasional activity at Azusa Heating and Plumbing Supply, located across the street from the residential complex. In addition, two freight trains pass daily on the existing track in the project right-of-way. A 24-hour measurement was performed at the back of the residential complex, facing the project right-of-way from July 18, 2011 to July 19, Figure 14 shows the location of the measurement with respect to the proposed TPSS location. Figure 15 shows the measured 1-second Leq and the 1-hour Leq for the measurement period. The measured Ldn was 57 dba. Table 12 presents several noise metrics for each hour of the measurement.

27 Page 23 Figure 14: Measurement Location at Soldano Avenue and 9th Street Figure 15: Measured Sound Levels at Soldano Avenue and 9th Street, Azusa

28 Page 24 Table 12: Measured Hourly Noise Levels at Soldano Avenue and 9th Street July 18, 2011 to July 19, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 1:00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM Source: ATS Consulting, 2011 A.3. Duarte Parking Facility Existing Noise Measurement A 24-hour noise measurement was conducted at a nearby residence to determine the existing noise conditions near the Duarte Parking Facility. The measurement was performed at 1609 Denning Avenue on July 19, 2011 and July 20, The dominant noise source in the area was traffic noise from the 210 Freeway, located approximately 300 feet north of the residence, and intermittent vehicular traffic on Denning Avenue and Business Center Drive.

29 Page 25 Figure 16 shows the location of the measurement. Figure 17 shows the measured 1-second Leq and the 1- hour Leq for the measurement duration. The measured Ldn was 66 dba. Table 13 presents several noise metrics for each hour. Figure 16: Measurement Location at 1609 Denning Avenue

30 Page 26 Figure 17: Measured Sound Levels at 1609 Denning Avenue, Near the Duarte Parking Facility Table 13: Measured Hourly Noise Levels at 1609 Denning Avenue July 19, 2011 and July 20, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 4:00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 AM :00 AM :00 AM :00 AM

31 Page 27 Table 13: Measured Hourly Noise Levels at 1609 Denning Avenue July 19, 2011 and July 20, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 4:00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM Source: ATS Consulting, 2011 A.4. Azusa Vibration Impact Existing Noise Measurement A 24-hour noise measurement was conducted at 736 Angeleno Avenue to determine the current existing noise condition. The measurement was performed on July 19, 2011 and July 20, The dominant noise source in the area was light traffic on 9th Street and intermittent activity at the Azusa Public Works Department. Figure 18 shows the location of the measurement. Figure 19 shows the measured 1-second Leq and 1- hour Leq for the measurement duration. The measured Ldn was 56 dba. Table 14 presents several noise metrics for each hour.

32 Page 28 Figure 18: Measurement Location at 736 Angeleno Avenue Figure 19: Measure Sound Levels at736 Angeleno Avenue

33 Page 29 Table 14: Measured Hourly Noise Levels at 736 Angeleno Avenue July 19, 2011 to July 20, 2011 Hour Start Time Leq (dba) Lmax (dba) Lmin (dba) L90 (dba) L50 (dba) L33 (dba) L10 (dba) 4:00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 PM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 AM :00 PM :00 PM :00 PM :00 PM Source: ATS Consulting, 2011

34 Appendices Appendix B: Cultural Resources Analysis Metro Gold Line Foothill Extension Phase 2A Supplemental EIR No. 2 for Additional Project Refinements

35 HISTORICAL/ARCHAEOLOGICAL RESOURCES SURVEY REPORT METRO GOLD LINE FOOTHILL EXTENSION PHASE 2A SUPPLEMENTAL EIR NO. 2 FOR ADDITIONAL PROJECT REFINEMENTS In the Cities of Azusa and Duarte and the Community of East Pasadena Los Angeles County, California For Submittal to: Metro Gold Line Foothill Extension Construction Authority 406 East Huntington Drive, Suite 202 Monrovia, CA Prepared for: John Skoury, Vice President Hill International, Inc Von Karman Avenue, Suite 700 Irvine, CA Prepared by: CRM TECH 1016 East Cooley Drive, Suite A/B Colton, CA Bai Tang, Principal Investigator Michael Hogan, Principal Investigator CRM TECH October 26, 2011 CRM TECH Contract No. 2573

36 NATIONAL ARCHAEOLOGICAL DATABASE INFORMATION Author(s): Bai Tang, Principal Investigator, History/Architectural History Michael Hogan, Principal Investigator, Archaeology Terri Jacquemain, Historian/Architectural Historian Daniel Ballester, Archaeologist Consulting Firm: CRM TECH 1016 East Cooley Drive, Suite A/B Colton, CA (909) Date: October 26, 2011 Title: Historical/Archaeological Resources Survey Report: Metro Gold Line Foothill Extension Phase 2A, Supplemental EIR No. 2 for Additional Project Refinements in the Cities of Azusa and Duarte and the Community of East Pasadena, Los Angeles County, California For Submittal to: Metro Gold Line Foothill Extension Construction Authority 406 East Huntington Drive, Suite 202 Monrovia, CA (626) Prepared for: John Skoury, Vice President Hill International, Inc Von Karman Avenue, Suite 700 Irvine, CA (949) USGS Quadrangles: Azusa and Mt. Wilson, Calif., 7.5' quadrangles (Rancho Azusa [Dalton], Rancho Azusa [Duarte], and Rancho Santa Anita land grants, T1N R10-11W, SBBM) Keywords: Northern San Gabriel Valley, Los Angeles County; Phase I historical/archaeological resources survey; Minimal Traditional-style wood-frame single-family residence, circa 1948; no "historical resources" under CEQA