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HomeMy WebLinkAboutSDP 2018-0004; ROMERIA POINTE APARTMENTS; NOISE STUDY; 2017-01-01r Rincon Consultants, Inc. En,rronmenta/ Scien/lsts Planners Engineers www.rinconconsultants.com Noise Study prepared for Foxlin Architects 392 Camino De Estrella San Clemente, CA 92672 prepared by Rincon Consultants 2215 Faraday Avenue, Suite A Carlsbad, California 92008 January 2017 C 0 JUL O 2 2018 CITY OF Cf\RLS8! D PLANNING DIVISION Table of Contents Table of Contents 1 Project Description ......................................................................................................................... 1 1.1 Introduction ........................................................................................................................ 1 1.2 Project Summary ................................................................................................................. 1 2 Noise ................................................................................................................................................ S 2.1 Overview of Sound Measurement ...................................................................................... 5 2.2 Impact Analysis ................................................................................................................. 11 3 Conclusions ................................................................................................................................... 16 References ............................................................................................................................................. 17 Tables Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Figures Figure 1 Figure 2 Figure 3 Figure 4 Project Vicinity Sound Level Monitoring Results ................................................................ 7 Regulations and Plans Used to Implement the City of Carlsbad Noise Element ................ 9 Community Noise Exposure Compatibility (DNL or Ldn, dB) ............................................ 10 Allowable Noise Exposure ..........................•...................................................................... 10 Noise Levels during Construction Phases ......................................................................... 13 Comparison of Existing and Estimated Traffic Volumes and Noise .................................. 15 Regional Location ......................................................................................................... 2 Project Location ............................................................................................................ 3 Project Site Map ..............................•............................................................................ 4 Noise Measurement Locations .................................................................................... 8 Appendices Appendix A Appendix B Noise Measurement Data FHWA Roadway Construction Noise Model (RCNM) Equipment List and Modeling Data Appendix C HUD Day/Night Noise Level (DNL) Calculator Results Romeria Pointe Apartments 0 0 0 Project Description 1 Project Description 1 . 1 Introduction This report is an analysis of the potential noise impacts of a proposed apartment complex, located in the La Costa neighborhood in Carlsbad, California. The project site is located east of Interstate 5 (1-5) and of El Camino Real, and north of La Costa Avenue. The report has been prepared by Rincon Consultants, Inc. under contract to and for use by Foxlin Architects. The purpose of this report is to analyze the project's potential temporary noise impacts associated with construction activity and potential long-term noise impacts associated with project operation. 1.2 Project Summary The 0.7-acre (31,430 square feet) project site is located at Gibraltar Street and Romeria Street. The site is bounded by Gibraltar Street to the north and west, Romeria Street to the east, and La Costa Avenue to the south. The site is 3 miles east of the lnterstate-5 (1-5) and 3 miles southeast of the McClellan-Palomar Airport. The site consists of two parcels: Assessor's Parcel Numbers (APN) 216- 300-1200 and 216-300-1300. Both parcels are currently undeveloped. The project entails excavating and grading the project site for the construction of two apartment buildings with a total of 13 residential units (totaling 31,067 square feet) and a caretaker office. Parking at the project site would consist of 27 covered parking spaces, including one van accessible stall and three compact stalls. Vehicular access to the project would occur via two driveways along on the eastern boundary of the project site along Romeria Street. Primary pedestrian access would occur via an entrance path on Romeria Street. Figure 1 and Figure 2 show the project vicinity, and Figure 3 shows the project site plan. The project site is immediately adjacent to medium-density (multi-family) residential uses in all directions. Other uses in the surrounding area include a golf course to the northwest and retail to the west and southwest. Noise Study Romeria Pointe Apartments Project location 0 0.5 /mOIIO,Y provld<d by Goog~ and Its /,un,o,s C, 20J 7. 2 Foxlin Architects Project Description Figure 2 Project Location [I ii Project Location 0 30 60 N A Feet Noise Study 3 Romerio Pointe Apartments Figure 3 Project Site Map IIETAINNJ'AM.L. 4 BUILDING A 1 1 , " A-11' 1 ,A-1 ff!Of'Elffl' I.DE B I I I DAM3NAY ENTRY Foxlin Architects Noise 2 Noise 2.1 Overview of Sound Measurement Noise level (or volume) is generally measured in decibels (dB) using the A-weighted sound pressure level (dBA). The A-weighting scale is an adjustment to the actual sound pressure levels to be consistent with that of human hearing response, which is most sensitive to frequencies around 4,000 Hertz (about the highest note on a piano) and less sensitive to low frequencies (below 100 Hertz). Sound pressure level is measured on a logarithmic scale with the O dBA level based on the lowest detectable sound pressure level that people can perceive (an audible sound that is not zero sound pressure level). Based on the logarithmic scale, a doubling of sound energy is equivalent to an increase of 3 dBA, and a sound that is 10 dBA less than the ambient sound level has no effect on ambient noise. Because of the nature of the human ear, a sound must be about 10 dBA greater than the ambient noise level to be judged as twice as loud. In general, a 3 dBA change in the ambient noise level is noticeable, while 1-2 dBA changes generally are not perceived. Quiet suburban areas typically have noise levels in the range of 40-50 dBA, while areas adjacent to arterial streets are in the 50-60+ dBA range. Normal conversational levels are in the 60-65 dBA range, and ambient noise levels greater than 65 dBA can interrupt conversations. Noise levels typically attenuate (i.e., drop off) at a rate of 6 dBA per doubling of distance from point sources (e.g. industrial machinery). Noise from lightly traveled roads typically attenuates at a rate of about 4.5 dBA per doubling of distance. Noise from heavily traveled roads typically attenuates at about 3 dBA per doubling of distance. Noise levels may also be reduced by intervening structures; generally, a single row of buildings between the receptor and the noise source reduces the noise level by about 5 dBA, while a solid wall or berm reduces noise levels by 5 to 10 dBA (Federal Transit Administration [FTA] 2006). The manner in which homes in California are constructed generally provides a reduction of exterior-to-interior noise levels of about 20 to 25 dBA with closed windows (FTA 2006). In addition to the instantaneous measurement of sound levels, the duration of sound is important since sounds that occur over a long period of time are more likely to be an annoyance or cause direct physical damage or environmental stress. One of the most frequently used noise metrics that considers both duration and sound power level is the equivalent noise level (Leq). The Leq is defined as the single steady A-weighted level that is equivalent to the same amount of energy as that contained in the actual fluctuating levels over a period of time (essentially, the average noise level). Typically, Leq is summed over a one-hour period. Lmax is the highest RMS (root mean squared) sound pressure level within the measuring period, and Lmin is the lowest RMS sound pressure level within the measuring period. The time period in which noise occurs is also important since noise that occurs at night tends to be more disturbing than that which occurs during the day. Community noise is usually measured using Day-Night Average Level (DNL), which is the 24-hour average noise level with a 10-dBA penalty for noise occurring during nighttime (10 PM to 7 AM) hours, or Community Noise Equivalent Level (CNEL), which is the 24-hour average noise level with a 5 dBA penalty for noise occurring from 7 PM Noise Study 5 C Romeria Pointe Apartments to 10 PM and a 10 dBA penalty for noise occurring from 10 PM to 7 AM Noise levels described by DNL and CNEL usually do not differ by more than 1 dBA. In practice, CNEL and DNL are used interchangeably. Sensitive Receptors Noise exposure goals for various types of land uses reflect the varying noise sensitivities associated with each land use type. The City of Carlsbad's Noise Element describes noise-sensitive land uses as residences, schools, hospitals, and places of worship (City of Carlsbad 2015). These uses are considered sensitive because the presence of excessive noise may interrupt normal activities typically associated with their uses. Noise-sensitive receptors nearest to the project site are residential uses in all directions and as close as 10 feet from the southern boundary. Project Noise Setting As shown in Figure 1, the project site is located on Gibraltar and Romeria street, approximately three miles east of the 1-5, 1.3 miles east of El Camino Real, and 300 feet from La Costa Avenue. The project site is located in the Residential Density-Medium (RD-M) zone and R-23 land use designation (15-25 dwelling units per acre). Multi-family residences are located adjacent to and in the vicinity of the project site. The nearest single-family residences are west of Gibraltar and south of La Costa Avenue. The La Costa Golf Course is located adjacent to the neighborhood, about 300 feet north of the project site. The most common source of noise in the project site vicinity is traffic on the local roads Gibraltar and Romeria Street. Motor vehicle noise, primarily from cars and trucks, is of concern because it is characterized by a high number of individual events, which often create sustained noise levels. Ambient noise levels are generally highest during the daytime and rush hour unless congestion slows speeds substantially. Secondary noise sources in the greater La Costa area include traffic on La Costa Avenue and aircraft flying in and out of the McClellan-Palomar Airport, although the project site is out of the Airport Influence Zone (San Diego County Airport Land Use Commission 2010). To determine ambient sound levels on and near the project site, three 15-minute sound level measurements were collected during the morning peak hour between 4:00 p.m. and 6 p.m. on December 20th, 2017 using an ANSI Type II integrating sound level meter. Two measurements were taken in the immediate vicinity of the project site and an additional measurement was taken on-site (refer to Appendix A for sound level measurement data). Table 1 lists the ambient noise levels measured at all three locations and Figure 4 shows the sound level measurement locations. 6 Foxlin Architects C C. C Noise • Distance to dBA Centerline of Measurement Measurement Leq dBA dBA Primary the Noise Number Location Sample Times [15] Lmin Lmax Noise Source Source Southwest 1 corner of 4:50 PM-5:05 PM 49.7 37.4 70.9 Romeria St. 160feet project site Northwest of 2 the project site 4:06 PM-4:31 PM 51.5 35.7 73.9 Gibraltar St. 25 feet along Gibraltar Street Westofthe 3 project site 4:29 PM-4:44 PM 50.S 40.6 70.1 Romeria St. 25 feet along Romeria Street Source: Rincon Consultants, field visit on December 22, 2017 using ANSI Type 2 Integrating sound level meter. See Appendix A for noise monitoring data 1 Leq was over a 1S-minute period (Leq (151). The sound level measured in the project site vicinity ranged from 49.7 dBA Leq to 51.5 dBA Leq. The results indicate that traffic noise along Gibraltar and Romeria Street is the primary noise source for the project site. Noise Study 7 Romeria Pointe Apartments Figure 4 Noise Measurement Locations 0 Noise Measurement Location 30 Feet lmOQffy prOVltled bf/ GoogH and Its Hu,i,ors Cl 1011. 8 Foxlin Architects C C Noise Regulatory Setting City of Carlsbad General Plan Noise Element the proposed residential use. Table 2 shows the noise regulations described in the City of Carlsbad's Noise Element (2015), including the noise levels found acceptable for the proposed residential use. Table 2 Regulations and Plans Used to Implement the City of Carlsbad Noise Element Regulation Description California Noise Insulation Standards (California Code of Regulations, Title 24) Title 24 establishes an interior noise standard of 45 dBA for multiple unit structures. Acoustical studies must be prepared for proposed multiple unit residential structures within the Community Noise Equivalent Level (CNEL) noise contours of 60 dBA or greater. The studies must demonstrate that the design of the building will reduce interior noise to 45 dBA CNEL or lower. The City of Carlsbad Municipal Code and Noise Guidelines Regulates noise associated with construction, events, animals, and other temporary nuisances. The Noise Guidelines Manual is consistent with the General Plan and provides detailed criteria for project design and review related to noise. Source: Adapted from the City of Carlsbad General Plan Noise Element (2015) Section 5.5 of the City's General Plan Noise Element provides goals and policies specific to certain land uses and activities, such as motor vehicle traffic noise, trolley and train noise, aircraft noise, commercial and mixed-use activity noise, industrial activity noise, construction, refuse vehicles, parking lot sweepers, and public activity noise, as well as event noise. The goals and policies of the Noise Element that apply to the proposed project are summarized below (City of Carlsbad, 2015). Goals: 5-G.1: Protect public health and welfare by eliminating existing noise problems where feasible, maintaining an acceptable indoor and outdoor acoustic environment, and preventing significant degradation of the acoustic environment. 5-G.2: Ensure that new development is compatible with the noise environment, by continuing to use potential noise exposure as a criterion in land use planning. 5-G.3: Guide the location and design of transportation facilities, industrial uses and other potential noise generators to minimize the effects of noise on adjacent land uses. 5-G.5: Foster healthy and productive work environments that do not cause hearing damage or other adverse noise related health impacts to workers in Carlsbad. Policies: 5-P.1: Acceptability of Use Location. Use the noise and land use compatibility matrix and Future Noise Contours map as criteria to determine acceptability of a land use, including the improvement/construction of streets, railroads, freeways and highways. Do not permit new noise-sensitive uses-including schools, hospitals, places of worship, and homes-where noise levels are "normally unacceptable" or higher, if alternative locations are available for the uses in the city. Noise Study 9 C C Romeria Pointe Apartments 5-P.2: Required Noise Analysis. Require a noise analysis be conducted for all discretionary development proposals (except for developments of single family homes with four units or fewer) located where projected noise exposure would be other than "normally acceptable". A required noise analysis should: a. Be prepared by a certified noise consultant or acoustical engineer; b. Be funded by the applicant; c. Include a representative, on-site day and night sound level measurement; d. Include a delineation of current (measured) and projected (General Plan or 10 years in future, whichever horizon extends further out) noise contours; e. Identify noise levels with and without the proposed project, ranging from 55 to 75 dBA (Ldn) within the proposed development site; and f. If noise levels exceed the standards in the land use compatibility matrix, include a description of adequate and appropriate noise abatement measures to mitigate the noise to allowable levels for the proposed use. 5-P.5: Noise Generation. As part of development project approval, require that noise generated by a project does not exceed established standards. 5-P.6: Berms and Sound Walls. Discourage the use of berms and sound walls for noise mitigation; rather, encourage the use of project design techniques such as increasing the distance between the noise source and the noise sensitive receiver and use non-noise sensitive structures (e.g., a garage) to shield noise sensitive areas. If a berm or wall is determined necessary to mitigate noise, discourage exclusive use of walls in excess of six feet in height and encourage use of natural barriers such as site topography or constructed earthen berms. When walls are determined to be the only feasible As referred to in 5-P.l, the Community Noise Exposure Compatibility matrix in the City's Noise Element is used to determine whether a proposed land use is compatible with surrounding uses in terms of acceptable noise exposure. Table 3 indicates the community noise exposure compatibility levels for the proposed multi-family residential use. While Table 3 establishes land use compatibility of the proposed project, the applicant must also implement noise attenuation measures to comply with the Noise Element's Allowable Noise Exposure standards shown in Table 4. Table 3 Community Noise Exposure Compatibility (DNL or Ldn, dB) Land Use Normally Cond1t1onally Normally Clearly Acceptable Acceptable Unacceptable Unacceptable Residential- Multiple Family < 65 55-70 70-75 Source: Adapted from Table 5-1 ofthe City of Carlsbad General Plan Noise Element (201S} Table 4 Allowable Noise Exposure ( dBA CNEL) Land Use Outdoor Act1v1ty Interior Spaces Residential 60 45 Source: Adapted from Table 5-2 of the City of Carlsbad Noise Element (2015}. 75+ Foxlin Architects c· Noise City of Carlsbad Municipal Code The City of Carlsbad Municipal Code does not establish any quantitative restrictions on construction noise. However, ChapterB.48.010 prohibits construction activities between 6 PM and 7AM Monday through Friday, before 8AM on Saturday, all day Sunday, and on any federal holiday. McClellan-Palomar Airport Land Use Compatibility Plan The airport nearest to the project site is the McClellan-Palomar Airport, which is located approximately 3 miles northwest from the project site. The McClellan-Palomar Airport Land Use Compatibility Plan contains policies that limit residential uses in areas experiencing noise above 60 dBA CNEL by placing conditions on residential uses within the 60 dBA CNEL contour. The project site does not lie within the airport influence area or the 60 dBA CNEL contour of the McClellan-Palomar Airport (San Diego County Airport Land Use Commission 2010). 2.2 Impact Analysis Significance Thresholds The analysis of noise impacts considers the effects of both temporary construction-related noise and long-term noise associated with operation of the project. Exterior and Interior Noise Based on the City's noise compatibility guidelines shown in Table 3, the ambient exterior noise environment is normally acceptable for multi-family units when exterior noise levels are 65 DNL or less. Construction Noise The City of Carlsbad Municipal Code or Noise Guidelines does not establish a threshold for construction noise levels. However, Section 4.48 of the City's Municipal Code prohibits construction before 7:00 a.m. and after 6:00 p.m. on Monday through Friday, before 8 a.m. on Saturdays, all day on Sundays, and on federal holidays. Typical temporary construction noise occurring within these hours is considered acceptable. On-Site Operational Noise On-site operational noise would be significant if noise levels exceeded City guidelines for exterior noise at nearby noise-sensitive receptors, shown in Table 4. Noise impacts on nearby multi-family homes would be significant if the project would expose these receptors to operational noise levels greater than 60 dBA CNEL. Off-site Traffic Noise The project would generate vehicle trips, thereby increasing traffic on area roadways. Traffic noise was estimated based on peak hour traffic counts collected by Rincon Consultants, Inc., during collection of noise measurements, on December 22, 2017. As discussed in Section 2.1, an increase of 3 dBA or less is inaudible to the human ear. Thus, the proposed project would result in a significant impact if it exposes existing receptors to additional motor vehicle noise in excess of 3 dBA. Noise Study 11 C C Romeria Pointe Apartments Methodology Exterior and Interior Noise As discussed above, to determine ambient noise levels at the project site and at nearby sensitive receptors, Rincon Consultants collected three 15-minute sound level measurements during the evening on December 22, 2017 {Table land Appendix A). Construction Noise Construction noise was estimated using the Federal Highway Administration {FHWA) Roadway Construction Noise Model {RCNM) {2006). RCNM predicts construction noise levels for a variety of construction operations based on empirical data and the application of acoustical propagation formulas. Using RCNM, construction noise levels were estimated at nearby noise-sensitive receptors near the project site, including the multi-family residences. RCNM provides reference noise levels for standard construction equipment, with an attenuation of 6 dBA per doubling of distance for stationary equipment and 3 dBA per doubling of distance for mobile equipment. The model does not take into consideration topographic variation or staging locations of construction equipment; therefore, this analysis represents a conservative evaluation of anticipated construction noise levels. Construction equipment modeled was based on the California Emissions Estimator Model {CalEEMod) Version 2016.3.2 equipment defaults by typical construction phase and additional information provided by the applicant. Off-site Traffic Noise Roadway noise was modeled using the U.S. Department of Housing and Urban Development {HUD) Exchange Day/Night Noise Level {DNL) Calculator and peak hour traffic counts collected by Rincon Consultants, Inc. on December 22, 2017 {HUD 2017; Rincon 2017). HUD DNL modeling results are included in Appendix C. Impact Analysis Temporary Construction Noise Impacts Project construction would include grading, building construction, paving, architectural coating, and landscaping. Existing uses immediately adjacent to the project site include multi-family residences. Construction activity is expected to occur over a period of approximately 13 months. A list of typical peak noise levels associated with common types of heavy construction equipment is available in Appendix B. The type of equipment utilized during each phase was based on defaults in CalEEMod used to model emissions, as construction equipment details have not yet been finalized for the project {Rincon Consultants, Inc. 2017). Construction noise model worksheets are provided in Appendix B. Table 5 lists the type of equipment anticipated for use during each construction phase and the associated noise levels associated with each phase of project construction. The distances from construction equipment represent the distances to the nearest existing noise sensitive receptors. These include multi-family residences located 90, 95, 140, and 155 feet from the center of the project site. Although the nearest multi-family residence is 10 feet from the southern site boundary, measuring the distance from the center of the project site is more appropriate for modeling average noise levels from construction since construction equipment would not operate exclusively from one location. In practice, equipment would be dispersed temporally and spatially on the project site. Furthermore, due to spatial and equipment limitations, only a limited amount of equipment can 12 Foxlin Architects C Noise operate near a given location at any particular time. Therefore, Table 5 represents a conservative estimate of noise levels generated during different phases of project construction. Table 5 Noise Levels during Construction Phases Estimated Noise (dBA Leq) Construction Phase Equipment 'JO It Ya ft 1,1u rt l S'J 1t Site Preparation Grader, Tractors/Loaders/Backhoes 77 77 73 72 Concrete/Industrial Saw, Water Trucks, Rubber-Tired Grading Dozer, Large Drill Rigs, Skidsteers, 81 81 78 77 Tractors/Loaders/Backhoes Building Crane, Forklifts, Tractors/Loaders/Backhoes 77 76 73 72 Construction Paving Cement and Mortar Mixers, Pavers, Rollers, 81 81 78 77 Tractors/Loaders/Backhoes Architectural Air Compressor 71 70 67 66 Coating Source: Federal Highway Administration. Roadway Construction Noise Model (2006) See Appendix B for RCNM data sheets. As shown in Table 5, construction noise could be as high as 81 dBA Leq at the nearest adjacent residential property, which is an audible increase of 29.5-31.3 dBA from the existing ambient noise levels. However, such noise levels would occur intermittently during grading and construction. Furthermore, as discussed under Significance Thresholds, the City does not have a quantitative threshold for construction noise. The applicant would be required to comply with the construction hour restrictions of Section 8.48 of the City of Carlsbad Municipal Code, which prohibits construction before 7:00 a.m. and after 6:00 p.m. Monday through Friday, before 8:00 a.m. on Saturday, all day Sunday, and on federal holidays. In addition to adhering to applicable Municipal Code requirements, the following noise reducing measures are recommended during project construction to reduce temporary construction noise levels at nearby noise-sensitive receptors to the degree feasible: ■ Schedule construction activities to avoid operating several pieces of equipment simultaneously wherever feasible. ■ Operate all diesel equipment with closed engine doors and equip all diesel equipment with factor-recommended mufflers. ■ For stationary equipment, designate equipment areas with appropriate acoustic shielding on building and grading plans. Equipment and shielding should be installed prior to construction and remain in designated location throughout construction activities. ■ Whenever feasible, use electrical power to run air compressors and similar power tools rather than diesel equipment. ■ Require all contractors, as a condition of contract, to maintain and tune-up all construction equipment to minimize noise emissions. Although noise impacts would be less than significant with adherence to the City of Carlsbad Municipal Code Section 8.48, implementation of the aforementioned construction noise reducing measures would reduce temporary construction noise to the maximum degree feasible. Noise Study 13 Romeria Pointe Apartments Exterior and Interior Noise Exposure As shown in Table 3, exterior noise is considered "normally acceptable" for multi-family residences if below 65 DNL. Sound level measurements taken on and adjacent to the site (Table 1) show an existing ambient noise level between 49.7 dBA Leq and 51.5 dBA Leq during peak traffic hours near the project site. In suburban areas where traffic is the predominant noise source, the peak hour noise level (dBA) is typically roughly equivalent to the DNL. Therefore, the ambient noise environment is in the "normally acceptable" range for the proposed residential use. The City's General Plan Noise Element also establishes an interior noise residential standard of 45 dBA CNEL for any habitable room (City of Carlsbad 2015). Modern building construction techniques that comply with or exceed the 2016 California Green Building Code requirements typically provide an exterior-to-interior noise attenuation of 25 dBA (CALGreen Code 2016; FTA 2006). Therefore, proposed buildings would experience an interior noise level of approximately 26.5 dBA CNEL (51.5 dBA minus 25 dBA of building attenuation), and the proposed multi-family residences would not experience interior noise in excess of the 45 dBA CNEL standard. On-Site Operational Noise Impacts Potential noise sources associated with the proposed project include on-site vehicle circulation/parking, use of private decks, and use of the common outdoor area. However, the proposed project and use are similar to and compatible in scale and use as existing multi-family residential buildings in the vicinity of the project site. Therefore, operation of the proposed project would not result in a substantial noise increase on the project site or vicinity with adherence to existing City noise ordinances. Off-Site Traffic Noise Impacts The proposed project would generate new vehicle trips and increase traffic on area roadways. CalEEMod 2016.3.2 was used to estimate Average Daily Trips (ADT) generated from the project. Total ADT to and from the site is estimated at 82 trips. Existing and future traffic noise was modeled using the U.S. Department of Housing and Urban Development (HUD) Exchange Day/Night Noise Level (DNL) Calculator based on traffic counts taken by Rincon Consultants on December 20, 2017 and the estimated number of new trips generated by the project. Table 6 compares existing traffic noise on Gibraltar Street and Romeria Street to traffic noise with project-generated traffic. 14 FoxLin Architects C Table 6 Comparison of Existing and Estimated Traffic Volumes and Noise Noise Level (dBA CNEL)1 Change in Noise Level Noise Roadway Segment Existing ADT2 Estimated Project ADT1 Existing CNEL [1] Existing Plus Project [2] [2] -[11 Significant? Gibraltar Street Romeria Street Source: HUD DNL Calculator. 400 600 82 82 56.6 61.S 56.7 61.5 1 Results from HUD DNL Calculator for "Existing" and "Existing Plus Project," included in Appendix C. 2 Existing ADT estimated based on peak hour vehicle counts collected during noise measurements. 3 Project-generated ADT estimated using CalEEMod 2016.3.2. 0.1 0 No No Project-generated traffic would result in a 0.1 dBA CNEL increase along Gibraltar Street, while noise along Romeria Street would remain the same as existing conditions. This is a conservative estimate, since ADT generated by the project was attributed to both Gibraltar Street and Romeria Street (i.e., double counted) for worst-case-scenario calculation purposes. As discussed in Section 2.2, a change in ambient noise level of 3 dBA or less would be negligible to the human ear. Therefore, project traffic noise impact would be less than significant. Noise Study 15 Romeria Pointe Apartments 3 Conclusions The proposed project would generate both temporary construction-related noise and long-term noise associated with operation of the project. As there are no thresholds for construction noise levels, the proposed project would only be required to limit construction hours according to Section 8.48 of the Carlsbad Municipal Code. However, the noise reducing measures described in Section 2.2 are recommended to lower noise levels for nearby sensitive receptors during construction hours. As the proposed multi-family residences are compatible in scale and use with the uses in the project vicinity, long-term operational noise would be less than significant with adherence to the City's Municipal Code. 16 Foxlin Architects C Conclusions References California Administrative Code. 1974. California Noise Insulation Standards (Title 25, Chapter 1, Subchapter 1, Article 4). http://mlacoustics.com/projects/multifamily/CA.noise.final.pdf. (accessed December 2017). California Green Building Standards (CALGreen Code). Project Submittal Guideline: CALGreen Code. https:ljwww.documents.dgs.ca.gov/dsa/pubs/gl 4.pdf. (accessed December 2017). California State Water Resources Control Board (SWRCB). 1999. General Waste Discharge Requirements for Biosolids Land Application Draft Statewide Program EIR -Appendix G. Background Information on Acoustics. http://www.waterboards.ca.gov/water issues/programs/biosolids/deir/appendices/app g. pdf. Accessed July 2017. (accessed December 2017). Carlsbad, City of. 2015. Noise Element. September 22, 2015. http://www.carlsbadca.gov/civicax/filebank/b1obdload.aspx?Blob1D=24093 (accessed December 2017). __ . 2017a. Carlsbad Municipal Code. http://www.qcode.us/codes/carlsbad/ (accessed December 2017). __ . 2017b. General Plan Land Use Map. February 2017. http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?Blob1D=24082 (accessed December 2017). Federal Highway Administration (FHWA). 2006. FHWA Highway Construction Noise Handbook. (FHWAHEP-06-015; DOT-VNTSC-FHWA-06-02). http://www.fhwa.dot.gov/environment/construction noise/handbook. (accessed December 2017). Federal Transit Administration (FTA). Transit Noise and Vibration Impact Assessment. May 2006. https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/FTA Noise and Vibration Manual .pdf. (accessed December 2017). San Diego County Airport Land Use Commission. 2010. McClellan-Palomar Airport Land Use Compatibility Plan. March 4, 2010. http://www.ci .oceanside .ca .us/ civicax/fi le ban k/blobd load .aspx?blobid=24907. ( accessed December 2017). San Diego Association of Governments (SANDAG). 2015. Demographics and Other Data: Transportation Data. City of San Diego. http://www.sandag.org/resources/demographics and other data/transportation/adtv/san diego adt.pdf. (accessed December 2017). U.S. Department of Housing and Urban Development (HUD). 2017. Exchange Day/Night Noise Level (DNL) Calculator. https://www.hudexchange.info/programs/environmental-review/dnl- calculator/. (accessed December 2017). Noise Study 17 ( Appendix A r Noise Measurement Data C C Measurement 1 Location: SW Corner of project site Start: 4:50PM Stop: 5:05PM Weather: Daytime 1 -Overcast >80% Temp: 70 F Wind: 2.4 mph Primary Noise Source: Gibraltar St & Romeria St Distance: 160 ft from centerlines Secondary Noise Source: Notes: Leq: 49.7 Lmin: 37.4 Lmax: 70.9 Peak: 85.9 L(10): 51.5 L(SO): 44.3 L(90): 41.2 L(95): 40.5 Cars: 10 Light Trucks: 3 Heavy Trucks: 2 Response: Fast Weighting: A Calibrated Start: 94.0 Calibrated Stop: 94.1 Measurement 2 Location: NW of Gibraltar St & Romeria St Start: 4:06PM Stop: 4:21PM Weather: Daytime 1 -Overcast >80% Temp: 72 F Wind: 2 -5 mph Primary Noise Source: Traffic on Gibraltar St Distance: 25 ft from centerline Secondary Noise Source: Residents talking, mail delivery Notes: Leq: 51.5 Lmin: 35.7 Lmax: 73.9 Peak: 90.7 L(10): 54.3 L(SO): 44.6 L(90): 39.8 L(95): 39.0 Cars: 8 Light Trucks: 2 Heavy Trucks: 0 Response: Fast Weighting: A Calibrated Start: 94.0 Calibrated Stop: 93.9 C Measurement 3 Location: W of Romeria St Start: 4:29PM Stop: 4:44PM Weather: Daytime 1-Overcast >80% Temp: 72F Wind: 2 mph Primary Noise Source: Traffic on Romeria St Distance: 25 ft from centerline Secondary Noise Source: Intersection of Romeria & La Costa (310 ft SW of measurement location) Notes: Leq: 50.5 Lmin: 40.6 Lmax: 70.1 Peak: 87.2 L(10): 51.2 L(SO): 45.2 L(90): 42.6 L(95): 41.9 Cars: 7 Light Trucks: 0 Heavy Trucks: 0 Response: Fast Weighting: A Calibrated Start: 94.0 Calibrated Stop: 94.2 r-17-0531LNML20DEC2017.slmm "--·· Romeria Pointe 2017/12/20 05:00:17 A weighted FAST 40-100 L(05): 53.6 L(lO): 51. 5 L(50): 44.3 L(90): 41.2 L(95): 40.5 LMax: 70.9 LMin: 37.4 Peak: 85.9 Leq: 49.7 NO.S Date Time dB 1 2017/12/20 04:50:11 43.0 2 2017/12/20 04:50:12 44.6 3 2017/12/20 04:50:13 43.0 4 2017/12/20 04:50:14 43.1 5 2017/12/20 04:50:15 41.0 6 2017/12/20 04:50:16 41. 7 7 2017/12/20 04:50:17 43.3 8 2017/12/20 04:50:18 42.3 9 2017/12/20 04:50:19 40.8 10 2017/12/20 04:50:20 41. 5 11 2017/12/20 04:50:21 41. 5 r-12 2017/12/20 04:50:22 42.2 13 2017/12/20 04:50:23 44.0 ... 14 2017/12/20 04:50:24 42.9 15 2017/12/20 04:50:25 43.0 16 2017/12/20 04:50:26 43.1 17 2017/12/20 04:50:27 42.5 18 2017/12/20 04:50:28 43.0 19 2017/12/20 04:50:29 43.1 20 2017/12/20 04:50:30 44.9 21 2017/12/20 04:50:31 42.9 22 2017/12/20 04:50:32 43.9 23 2017/12/20 04:50:33 42.8 24 2017/12/20 04:50:34 43.1 25 2017/12/20 04:50:35 42.7 26 2017/12/20 04:50:36 42.8 27 2017/12/20 04:50:37 43.7 28 2017/12/20 04:50:38 44.0 29 2017/12/20 04:50:39 43.6 30 2017/12/20 04:50:40 43.0 31 2017/12/20 04:50:41 43.8 32 2017/12/20 04:50:42 43.2 33 2017/12/20 04:50:43 43.5 34 2017/12/20 04:50:44 43.9 35 2017/12/20 04:50:45 44.2 36 2017/12/20 04:50:46 42.8 37 2017/12/20 04:50:47 43.8 38 2017/12/20 04:50:48 43.7 39 2017/12/20 04:50:49 42.6 40 2017/12/20 04:50:50 43.3 41 2017/12/20 04:50:51 48.2 42 2017/12/20 04:50:52 42.4 43 2017/12/20 04:50:53 42.7 ,-44 2017/12/20 04:50:54 43.9 \. .. Page 1 C 17-0531LNML20DEC2017.slmm 45 2017/12/20 04:50:55 43.6 46 2017/12/20 04:50:56 43.5 47 2017/12/20 04:50:57 43.4 48 2017/12/20 04:50:58 44.1 49 2017/12/20 04:50:59 43.9 50 2017/12/20 04:51:00 47.5 51 2017/12/20 04:51:01 43.4 52 2017/12/20 04:51:02 43.6 53 2017/12/20 04:51:03 46.8 54 2017/12/20 04:51:04 47.4 55 2017/12/20 04:51:05 47.8 56 2017/12/20 04:51:06 44.2 57 2017/12/20 04:51:07 44.3 58 2017/12/20 04:51:08 43.8 59 2017/12/20 04:51:09 42.5 60 2017/12/20 04:51:10 43.1 61 2017/12/20 04:51:11 42.4 62 2017/12/20 04:51:12 42.9 63 2017/12/20 04:51:13 43.1 64 2017/12/20 04:51:14 42.1 65 2017/12/20 04:51:15 42.8 66 2017/12/20 04:51:16 42.7 67 2017/12/20 04:51:17 42.9 68 2017/12/20 04:51:18 43.3 69 2017/12/20 04:51:19 42.9 70 2017/12/20 04:51:20 42.7 71 2017/12/20 04:51:21 41.9 72 2017/12/20 04:51:22 42.8 73 2017/12/20 04:51:23 43.8 74 2017/12/20 04:51:24 42.8 ( 75 2017/12/20 04:51:25 42.9 76 2017/12/20 04:51:26 43.4 77 2017/12/20 04:51:27 42.7 78 2017/12/20 04:51:28 42.4 79 2017/12/20 04:51:29 43.7 80 2017/12/20 04:51:30 44.2 81 2017/12/20 04:51:31 43.4 82 2017/12/20 04:51:32 42.9 83 2017/12/20 04:51:33 42.8 84 2017/12/20 04:51:34 43.5 85 2017/12/20 04:51:35 44.8 86 2017/12/20 04:51:36 52.5 87 2017/12/20 04:51:37 54.9 88 2017/12/20 04:51:38 60.5 89 2017/12/20 04:51:39 60.3 90 2017/12/20 04:51:40 53.3 91 2017/12/20 04:51:41 50.2 92 2017/12/20 04:51:42 49.7 93 2017/12/20 04:51:43 48.0 94 2017/12/20 04:51:44 50.1 95 2017/12/20 04:51:45 49.9 96 2017/12/20 04:51:46 48.2 97 2017/12/20 04:51:47 49.9 98 2017/12/20 04:51:48 50.8 99 2017/12/20 04:51:49 49.4 100 2017/12/20 04:51:50 46.9 101 2017/12/20 04:51:51 45.0 102 2017/12/20 04:51:52 46.0 103 2017/12/20 04:51:53 44.2 104 2017/12/20 04:51:54 44.5 105 2017/12/20 04:51:55 44.1 106 2017/12/20 04:51:56 44.2 C 107 2017/12/20 04:51:57 43.5 Page 2 C. 17-0531LNML20DEC2017.slmm 108 2017/12/20 04:51:58 44.6 109 2017/12/20 04:51:59 45.3 110 2017/12/20 04:52:00 43.4 111 2017/12/20 04:52:01 43.5 112 2017/12/20 04:52:02 43.8 113 2017/12/20 04:52:03 43.4 114 2017/12/20 04:52:04 44.6 115 2017/12/20 04:52:05 44.2 116 2017/12/20 04:52:06 45.2 117 2017/12/20 04:52:07 44.5 118 2017/12/20 04:52:08 43.5 119 2017/12/20 04:52:09 43.0 120 2017/12/20 04:52:10 52.0 121 2017/12/20 04:52:11 44.7 122 2017/12/20 04:52:12 43.3 123 2017/12/20 04:52:13 43.7 124 2017/12/20 04:52:14 43.3 125 2017/12/20 04:52:15 44.5 126 2017/12/20 04:52:16 43.8 127 2017/12/20 04:52:17 43.2 128 2017/12/20 04:52:18 44.5 129 2017/12/20 04:52:19 46.0 130 2017/12/20 04:52:20 46.2 131 2017/12/20 04:52:21 49.2 132 2017/12/20 04:52:22 48.3 133 2017/12/20 04:52:23 49.0 134 2017/12/20 04:52:24 49.3 135 2017/12/20 04:52:25 54.5 136 2017/12/20 04:52:26 53 .4 137 2017/12/20 04:52:27 51. 5 ( 138 2017/12/20 04:52:28 48.6 139 2017/12/20 04:52:29 45.5 140 2017/12/20 04:52:30 46.0 141 2017/12/20 04:52:31 42.7 142 2017/12/20 04:52:32 42.1 143 2017/12/20 04:52:33 42.7 144 2017/12/20 04:52:34 44.9 145 2017/12/20 04:52:35 43.9 146 2017/12/20 04:52:36 42.2 147 2017/12/20 04:52:37 41.0 148 2017/12/20 04:52:38 42.4 149 2017/12/20 04:52:39 42.1 150 2017/12/20 04:52:40 43.1 151 2017/12/20 04:52:41 42.9 152 2017/12/20 04:52:42 42.8 153 2017/12/20 04:52:43 41. 5 154 2017/12/20 04:52:44 40.8 155 2017/12/20 04:52:45 41.6 156 2017/12/20 04:52:46 43.7 157 2017/12/20 04:52:47 42.3 158 2017/12/20 04:52:48 41.6 159 2017/12/20 04:52:49 42.2 160 2017/12/20 04:52:50 42.2 161 2017/12/20 04:52:51 42.2 162 2017/12/20 04:52:52 42.0 163 2017/12/20 04:52:53 42.9 164 2017/12/20 04:52:54 42.9 165 2017/12/20 04:52:55 44.5 166 2017/12/20 04:52:56 44.6 167 2017/12/20 04:52:57 42.1 168 2017/12/20 04:52:58 43.1 169 2017/12/20 04:52:59 42.2 C 170 2017/12/20 04:53:00 42.1 Page 3 C. 17-0531LNML20DEC2017.slmm 171 2017/12/20 04:53:01 51.0 172 2017/12/20 04:53:02 42.8 173 2017/12/20 04:53:03 42.9 174 2017/12/20 04:53:04 41.9 175 2017/12/20 04:53:05 41.1 176 2017/12/20 04:53:06 40.7 177 2017/12/20 04:53:07 40.5 178 2017/12/20 04:53:08 40.8 179 2017/12/20 04:53:09 42.5 180 2017/12/20 04:53:10 42.4 181 2017/12/20 04:53:11 44.4 182 2017/12/20 04:53:12 43.7 183 2017/12/20 04:53:13 45 .0 184 2017/12/20 04:53:14 48.9 185 2017/12/20 04:53:15 44.0 186 2017/12/20 04:53:16 50.3 187 2017/12/20 04:53:17 50.0 188 2017/12/20 04:53:18 48.5 189 2017/12/20 04:53:19 49.1 190 2017/12/20 04:53:20 47.7 191 2017/12/20 04:53:21 46.3 192 2017/12/20 04:53:22 46.9 193 2017/12/20 04:53:23 45.2 194 2017/12/20 04:53:24 46.2 195 2017/12/20 04:53:25 50.7 196 2017/12/20 04:53:26 48.3 197 2017/12/20 04:53:27 44.1 198 2017/12/20 04:53:28 43.4 199 2017/12/20 04:53:29 42.3 200 2017/12/20 04:53:30 42.9 C 201 2017/12/20 04:53:31 42.1 202 2017/12/20 04:53:32 42.2 203 2017/12/20 04:53:33 41.4 204 2017/12/20 04:53:34 42.5 205 2017/12/20 04:53:35 44.0 206 2017/12/20 04:53:36 41.8 207 2017/12/20 04:53:37 41.4 208 2017/12/20 04:53:38 42.3 209 2017/12/20 04:53:39 41.6 210 2017/12/20 04:53:40 42.3 211 2017/12/20 04:53:41 42.0 212 2017/12/20 04:53:42 41.8 213 2017/12/20 04:53:43 42.0 214 2017/12/20 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43.5 42.6 42.0 42.0 45.3 43.2 45.2 41. 3 43.0 40.6 39.9 40.0 40.9 40.4 40.1 40.5 41. 7 41.4 39.4 39.4 39.8 40.0 41.8 43.4 43.7 42.9 42.2 40.9 40.6 39.2 40.5 41.0 39.8 43.2 42.2 42.5 41.9 42.3 43.4 44.0 43.5 44.2 45.0 45.5 44.7 43.4 42.1 43.0 43.0 43.0 42.3 42.2 41.9 42.7 42.3 42.6 44.0 45.9 45.5 43.2 43.2 43.8 Page 6 C 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 2017/12/20 04:56:10 2017/12/20 04:56:11 2017/12/20 04:56:12 2017/12/20 04:56:13 2017/12/20 04:56:14 2017/12/20 04:56:15 2017/12/20 04:56:16 2017/12/20 04:56:17 2017/12/20 04:56:18 2017/12/20 04:56:19 2017/12/20 04:56:20 2017/12/20 04:56:21 2017/12/20 04:56:22 2017/12/20 04:56:23 2017/12/20 04:56:24 2017/12/20 04:56:25 2017/12/20 04:56:26 2017/12/20 04:56:27 2017/12/20 04:56:28 2017/12/20 04:56:29 2017/12/20 04:56:30 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04:57:40 2017/12/20 04:57:41 2017/12/20 04:57:42 2017/12/20 04:57:43 2017/12/20 04:57:44 2017/12/20 04:57:45 2017/12/20 04:57:46 2017/12/20 04:57:47 2017/12/20 04:57:48 2017/12/20 04:57:49 2017/12/20 04:57:50 2017/12/20 04:57:51 2017/12/20 04:57:52 2017/12/20 04:57:53 2017/12/20 04:57:54 2017/12/20 04:57:55 2017/12/20 04:57:56 2017/12/20 04:57:57 2017/12/20 04:57:58 2017/12/20 04:57:59 2017/12/20 04:58:00 2017/12/20 04:58:01 2017/12/20 04:58:02 2017/12/20 04:58:03 2017/12/20 04:58:04 2017/12/20 04:58:05 2017/12/20 04:58:06 2017/12/20 04:58:07 2017/12/20 04:58:08 2017/12/20 04:58:09 2017/12/20 04:58:10 2017/12/20 04:58:11 2017/12/20 04:58:12 2017/12/20 04:58:13 2017/12/20 04:58:14 2017/12/20 04:58:15 17-0531LNML20DEC2017.slmm 40.2 41.4 40.1 40.3 39.2 41.5 39.9 39.6 39.6 38.9 39.0 38.8 40.1 39.0 39.5 39.2 47.4 45.9 41.0 42.1 43.8 52.1 41.9 38.1 38.8 38.0 38.1 38.4 40.0 45.1 41.1 41.4 41.1 40.7 43.1 41.1 41. 5 41.4 42.4 43.4 44.7 43.2 42.8 42.1 42.1 42.6 41.1 41. 5 42.0 43.4 42.0 41.4 41. 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C 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 2017/12/20 05:00:22 2017/12/20 05:00:23 2017/12/20 05:00:24 2017/12/20 05:00:25 2017/12/20 05:00:26 2017/12/20 05:00:27 2017/12/20 05:00:28 2017/12/20 05:00:29 2017/12/20 05:00:30 2017/12/20 05:00:31 2017/12/20 05:00:32 2017/12/20 05:00:33 2017/12/20 05:00:34 2017/12/20 05:00:35 2017/12/20 05:00:36 2017/12/20 05:00:37 2017/12/20 05:00:38 2017/12/20 05:00:39 2017/12/20 05:00:40 2017/12/20 05:00:41 2017/12/20 05:00:42 2017/12/20 05:00:43 2017/12/20 05:00:44 2017/12/20 05:00:45 2017/12/20 05:00:46 2017/12/20 05:00:47 2017/12/20 05:00:48 2017/12/20 05:00:49 2017/12/20 05:00:50 2017/12/20 05:00:51 2017/12/20 05:00:52 2017/12/20 05:00:53 2017/12/20 05:00:54 2017/12/20 05:00:55 2017/12/20 05:00:56 2017/12/20 05:00:57 2017/12/20 05:00:58 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05:04:17 52.7 848 2017/12/20 05:04:18 54.8 849 2017/12/20 05:04:19 53.0 850 2017/12/20 05:04:20 55.3 851 2017/12/20 05:04:21 55.4 852 2017/12/20 05:04:22 53.6 853 2017/12/20 05:04:23 53.1 854 2017/12/20 05:04:24 51.9 855 2017/12/20 05:04:25 50.6 856 2017/12/20 05:04:26 50.3 857 2017/12/20 05:04:27 57.9 858 2017/12/20 05:04:28 53.2 859 2017/12/20 05:04:29 46.7 860 2017/12/20 05:04:30 47.2 861 2017/12/20 05:04:31 45.0 862 2017/12/20 05:04:32 50.7 C 863 2017/12/20 05:04:33 49.4 Page 14 C 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 2017/12/20 05:04:34 2017/12/20 05:04:35 2017/12/20 05:04:36 2017/12/20 05:04:37 2017/12/20 05:04:38 2017/12/20 05:04:39 2017/12/20 05:04:40 2017/12/20 05:04:41 2017/12/20 05:04:42 2017/12/20 05:04:43 2017/12/20 05:04:44 2017/12/20 05:04:45 2017/12/20 05:04:46 2017/12/20 05:04:47 2017/12/20 05:04:48 2017/12/20 05:04:49 2017/12/20 05:04:50 2017/12/20 05:04:51 2017/12/20 05:04:52 2017/12/20 05:04:53 2017/12/20 05:04:54 2017/12/20 05:04:55 2017/12/20 05:04:56 2017/12/20 05:04:57 2017/12/20 05:04:58 2017/12/20 05:04:59 2017/12/20 05:05:00 2017/12/20 05:05:01 2017/12/20 05:05:02 2017/12/20 05:05:03 2017/12/20 05:05:04 2017/12/20 05:05:05 2017/12/20 05:05:06 2017/12/20 05:05:07 2017/12/20 05:05:08 2017/12/20 05:05:09 2017/12/20 05:05:10 17-0531LNML20DEC2017.slmm 47.1 46.5 47.7 52.7 49.5 49.5 51. 5 50.9 52.2 52.0 50.0 51.0 53.0 52.7 51.6 56.8 52.5 56.2 56.8 55.4 51. 5 53.9 52.0 49.6 48.7 46.7 47.0 47.7 45.9 45.6 45.1 46.8 47.9 46.5 43.5 42.7 48.4 Page 15 C. 17-0531LNM2_20DEC2017.slmm Romeria Pointe 2017/12/20 04:08:25 A weighted FAST 40-100 L(05): 56.4 L(lO): 54.3 L(50): 44.6 L(90): 39.8 L(95): 39.0 LMax: 73.9 LMin: 35.7 Peak: 90.7 Leq: 51. 5 No.s Date Time dB 1 2017/12/20 04:06:27 49.3 2 2017/12/20 04:06:28 51. 6 3 2017/12/20 04:06:29 44.6 4 2017/12/20 04:06:30 46.4 5 2017/12/20 04:06:31 44.1 6 2017/12/20 04:06:32 45 .0 7 2017/12/20 04:06:33 44.2 8 2017/12/20 04:06:34 44.4 9 2017/12/20 04:06:35 43.3 10 2017/12/20 04:06:36 55.1 11 2017/12/20 04:06:37 47.7 12 2017/12/20 04:06:38 44.0 c· 13 2017/12/20 04:06:39 45.2 14 2017/12/20 04:06:40 47.9 15 2017/12/20 04:06:41 43.7 16 2017/12/20 04:06:42 52.0 17 2017/12/20 04:06:43 47.7 18 2017/12/20 04:06:44 51. 2 19 2017/12/20 04:06:45 48.1 20 2017/12/20 04:06:46 46.3 21 2017/12/20 04:06:47 64.1 22 2017/12/20 04:06:48 44.1 23 2017/12/20 04:06:49 44.9 24 2017/12/20 04:06:50 51.0 25 2017/12/20 04:06:51 48.0 26 2017/12/20 04:06:52 47.2 27 2017/12/20 04:06:53 47.4 28 2017/12/20 04:06:54 50.7 29 2017/12/20 04:06:55 55.6 30 2017/12/20 04:06:56 48.8 31 2017/12/20 04:06:57 47.8 32 2017/12/20 04:06:58 49.7 33 2017/12/20 04:06:59 48.9 34 2017/12/20 04:07:00 47.4 35 2017/12/20 04:07:01 45 .4 36 2017/12/20 04:07:02 47.8 37 2017/12/20 04:07:03 48.0 38 2017/12/20 04:07:04 50.5 39 2017/12/20 04:07:05 48.3 40 2017/12/20 04:07:06 46.4 41 2017/12/20 04:07:07 46.1 42 2017/12/20 04:07:08 50.2 43 2017/12/20 04:07:09 56.4 C 44 2017/12/20 04:07:10 42.1 Page 1 c: 17-0531LNM2_20DEC2017.slmm 45 2017/12/20 04:07:11 43.6 46 2017/12/20 04:07:12 43.4 47 2017/12/20 04:07:13 46.9 48 2017/12/20 04:07:14 45.0 49 2017/12/20 04:07:15 46.0 50 2017/12/20 04:07:16 50.7 51 2017/12/20 04:07:17 50.1 52 2017/12/20 04:07:18 49.1 53 2017/12/20 04:07:19 50.8 54 2017/12/20 04:07:20 50.0 55 2017/12/20 04:07:21 51.7 56 2017/12/20 04:07:22 53.7 57 2017/12/20 04:07:23 57.5 58 2017/12/20 04:07:24 70.0 59 2017/12/20 04:07:25 58.0 60 2017/12/20 04:07:26 58.3 61 2017/12/20 04:07:27 54.7 62 2017/12/20 04:07:28 55.3 63 2017/12/20 04:07:29 53.8 64 2017/12/20 04:07:30 53.8 65 2017/12/20 04:07:31 53.3 66 2017/12/20 04:07:32 56.4 67 2017/12/20 04:07:33 54.7 68 2017/12/20 04:07:34 50.6 69 2017/12/20 04:07:35 49.8 70 2017/12/20 04:07:36 46.1 71 2017/12/20 04:07:37 44.7 72 2017/12/20 04:07:38 47.5 73 2017/12/20 04:07:39 48.9 74 2017/12/20 04:07:40 48.4 c· 75 2017/12/20 04:07:41 47.1 76 2017/12/20 04:07:42 47.9 77 2017/12/20 04:07:43 48.8 78 2017/12/20 04:07:44 46.8 79 2017/12/20 04:07:45 46.7 80 2017/12/20 04:07:46 55.4 81 2017/12/20 04:07:47 48.6 82 2017/12/20 04:07:48 41. 7 83 2017/12/20 04:07:49 43.9 84 2017/12/20 04:07:50 43.9 85 2017/12/20 04:07:51 47.4 86 2017/12/20 04:07:52 43.4 87 2017/12/20 04:07:53 44.6 88 2017/12/20 04:07:54 43.1 89 2017/12/20 04:07:55 44.6 90 2017/12/20 04:07:56 47.9 91 2017/12/20 04:07:57 42.5 92 2017/12/20 04:07:58 50.6 93 2017/12/20 04:07:59 42.8 94 2017/12/20 04:08:00 43.6 95 2017/12/20 04:08:01 48.3 96 2017/12/20 04:08:02 48.8 97 2017/12/20 04:08:03 54.4 98 2017/12/20 04:08:04 42.3 99 2017/12/20 04:08:05 46.4 100 2017/12/20 04:08:06 46.8 101 2017/12/20 04:08:07 43.4 102 2017/12/20 04:08:08 45.2 103 2017/12/20 04:08:09 42.7 104 2017/12/20 04:08:10 45. 2 105 2017/12/20 04:08:11 42.1 106 2017/12/20 04:08:12 44.8 C 107 2017/12/20 04:08:13 41.8 Page 2 c~ 17-0531LNM2_20DEC2017.slmm 108 2017/12/20 04:08:14 41.5 109 2017/12/20 04:08:15 39.2 110 2017/12/20 04:08:16 44.4 111 2017/12/20 04:08:17 46.4 112 2017/12/20 04:08:18 40.5 113 2017/12/20 04:08:19 42.5 114 2017/12/20 04:08:20 43.2 115 2017/12/20 04:08:21 44.2 116 2017/12/20 04:08:22 42.3 117 2017/12/20 04:08:23 40.9 118 2017/12/20 04:08:24 44.0 119 2017/12/20 04:08:25 58.8 120 2017/12/20 04:08:26 48.6 121 2017/12/20 04:08:27 52.3 122 2017/12/20 04:08:28 49.2 123 2017/12/20 04:08:29 43.0 124 2017/12/20 04:08:30 47.1 125 2017/12/20 04:08:31 55.7 126 2017/12/20 04:08:32 39.8 127 2017/12/20 04:08:33 43.8 128 2017/12/20 04:08:34 47.4 129 2017/12/20 04:08:35 55.5 130 2017/12/20 04:08:36 48.1 131 2017/12/20 04:08:37 49.4 132 2017/12/20 04:08:38 47.1 133 2017/12/20 04:08:39 45.6 134 2017/12/20 04:08:40 46.9 135 2017/12/20 04:08:41 40.8 136 2017/12/20 04:08:42 56.2 137 2017/12/20 04:08:43 45.6 c· 138 2017/12/20 04:08:44 45.3 139 2017/12/20 04:08:45 58.1 140 2017/12/20 04:08:46 47.0 141 2017/12/20 04:08:47 41.4 142 2017/12/20 04:08:48 51.4 143 2017/12/20 04:08:49 44.2 144 2017/12/20 04:08:50 42.9 145 2017/12/20 04:08:51 44.0 146 2017/12/20 04:08:52 47.4 147 2017/12/20 04:08:53 42.8 148 2017/12/20 04:08:54 42.9 149 2017/12/20 04:08:55 41.1 150 2017/12/20 04:08:56 40.3 151 2017/12/20 04:08:57 43.9 152 2017/12/20 04:08:58 65.8 153 2017/12/20 04:08:59 42.8 154 2017/12/20 04:09:00 43.3 155 2017/12/20 04:09:01 39.0 156 2017/12/20 04:09:02 47.5 157 2017/12/20 04:09:03 57.9 158 2017/12/20 04:09:04 46.7 159 2017/12/20 04:09:05 47.7 160 2017/12/20 04:09:06 52.1 161 2017/12/20 04:09:07 40.7 162 2017/12/20 04:09:08 39.3 163 2017/12/20 04:09:09 41.0 164 2017/12/20 04:09:10 39.0 165 2017/12/20 04:09:11 44.0 166 2017/12/20 04:09:12 44.8 167 2017/12/20 04:09:13 39.5 168 2017/12/20 04:09:14 51. 5 169 2017/12/20 04:09:15 50.1 C 170 2017/12/20 04:09:16 51.0 Page 3 ,-17-0531LNM2_20DEC2017.slmm \... . 171 2017/12/20 04:09:17 45.6 172 2017/12/20 04:09:18 57.3 173 2017/12/20 04:09:19 51.6 174 2017/12/20 04:09:20 55.0 175 2017/12/20 04:09:21 45.1 176 2017/12/20 04:09:22 42.1 177 2017/12/20 04:09:23 50.6 178 2017/12/20 04:09:24 45.8 179 2017/12/20 04:09:25 47.5 180 2017/12/20 04:09:26 52.6 181 2017/12/20 04:09:27 51.9 182 2017/12/20 04:09:28 45.2 183 2017/12/20 04:09:29 43.0 184 2017/12/20 04:09:30 41.9 185 2017/12/20 04:09:31 48.3 186 2017/12/20 04:09:32 46.3 187 2017/12/20 04:09:33 42.6 188 2017/12/20 04:09:34 40.1 189 2017/12/20 04:09:35 48.3 190 2017/12/20 04:09:36 45.2 191 2017/12/20 04:09:37 42.0 192 2017/12/20 04:09:38 41.0 193 2017/12/20 04:09:39 40.4 194 2017/12/20 04:09:40 38.8 195 2017/12/20 04:09:41 40.6 196 2017/12/20 04:09:42 41.8 197 2017/12/20 04:09:43 42.5 198 2017/12/20 04:09:44 42.8 199 2017/12/20 04:09:45 43.4 200 2017/12/20 04:09:46 42.8 (~ 201 2017/12/20 04:09:47 42.6 202 2017/12/20 04:09:48 48.5 203 2017/12/20 04:09:49 44.7 204 2017/12/20 04:09:50 43.3 205 2017/12/20 04:09:51 43.1 206 2017/12/20 04:09:52 42.4 207 2017/12/20 04:09:53 41.9 208 2017/12/20 04:09:54 42.4 209 2017/12/20 04:09:55 42.2 210 2017/12/20 04:09:56 41.4 211 2017/12/20 04:09:57 41.0 212 2017/12/20 04:09:58 40.1 213 2017/12/20 04:09:59 39.4 214 2017/12/20 04:10:00 39.3 215 2017/12/20 04:10:01 39.7 216 2017/12/20 04:10:02 42.0 217 2017/12/20 04:10:03 39.7 218 2017/12/20 04:10:04 46.2 219 2017/12/20 04:10:05 44.4 220 2017/12/20 04:10:06 44.8 221 2017/12/20 04:10:07 45.5 222 2017/12/20 04:10:08 45.5 223 2017/12/20 04:10:09 47.6 224 2017/12/20 04:10:10 50.2 225 2017/12/20 04:10:11 52.5 226 2017/12/20 04:10:12 56.5 227 2017/12/20 04:10:13 57.2 228 2017/12/20 04:10:14 57.2 229 2017/12/20 04:10:15 55.9 230 2017/12/20 04:10:16 56.1 231 2017/12/20 04:10:17 50.0 232 2017/12/20 04:10:18 49.9 c-233 2017/12/20 04:10:19 50.9 Page 4 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 2017/12/20 04:10:20 2017/12/20 04:10:21 2017/12/20 04:10:22 2017/12/20 04:10:23 2017/12/20 04:10:24 2017/12/20 04:10:25 2017/12/20 04:10:26 2017/12/20 04:10:27 2017/12/20 04:10:28 2017/12/20 04:10:29 2017/12/20 04:10:30 2017/12/20 04:10:31 2017/12/20 04:10:32 2017/12/20 04:10:33 2017/12/20 04:10:34 2017/12/20 04:10:35 2017/12/20 04:10:36 2017/12/20 04:10:37 2017/12/20 04:10:38 2017/12/20 04:10:39 2017/12/20 04:10:40 2017/12/20 04:10:41 2017/12/20 04:10:42 2017/12/20 04:10:43 2017/12/20 04:10:44 2017/12/20 04:10:45 2017/12/20 04:10:46 2017/12/20 04:10:47 2017/12/20 04:10:48 2017/12/20 04:10:49 2017/12/20 04:10:50 2017/12/20 04:10:51 2017/12/20 04:10:52 2017/12/20 04:10:53 2017/12/20 04:10:54 2017/12/20 04:10:55 2017/12/20 04:10:56 2017/12/20 04:10:57 2017/12/20 04:10:58 2017/12/20 04:10:59 2017/12/20 04:11:00 2017/12/20 04:11:01 2017/12/20 04:11:02 2017/12/20 04:11:03 2017/12/20 04:11:04 2017/12/20 04:11:05 2017/12/20 04:11:06 2017/12/20 04:11:07 2017/12/20 04:11:08 2017/12/20 04:11:09 2017/12/20 04:11:10 2017/12/20 04:11:11 2017/12/20 04:11:12 2017/12/20 04:11:13 2017/12/20 04:11:14 2017/12/20 04:11:15 2017/12/20 04:11:16 2017/12/20 04:11:17 2017/12/20 04:11:18 2017/12/20 04:11:19 2017/12/20 04:11:20 2017/12/20 04:11:21 2017/12/20 04:11:22 17-0531LNM2_20DEC2017.slmm 51.6 49.7 46.8 45.3 45 .0 43.2 44.3 42.3 40.7 41. 7 38.1 39.8 41. 5 41. 7 42.7 38.4 37.5 39.0 43.2 47.1 42.5 41.2 39.2 38.9 46.4 45.9 44.2 43.6 44.6 43.7 44.7 43.2 45.2 42.8 42.9 44.8 42.9 45.9 44.9 43.9 45.3 39.8 39.6 59.3 42.4 40.4 42.6 40.8 39.4 39.2 42.0 41.2 40.8 41.3 41.4 42.6 40.9 41.2 41.1 40.9 40.8 45.5 40.6 Page 5 C 17-0531LNM2_20DEC2017.slmm 297 2017/12/20 04:11:23 40.6 298 2017/12/20 04:11:24 39.4 299 2017/12/20 04:11:25 39.9 300 2017/12/20 04:11:26 37.5 301 2017/12/20 04:11:27 44.9 302 2017/12/20 04:11:28 42.0 303 2017/12/20 04:11:29 42.8 304 2017/12/20 04:11:30 49.8 305 2017/12/20 04:11:31 46.7 306 2017/12/20 04:11:32 39.2 307 2017/12/20 04:11:33 39.1 308 2017/12/20 04:11:34 39.8 309 2017/12/20 04:11:35 41.6 310 2017/12/20 04:11:36 39.5 311 2017/12/20 04:11:37 38.4 312 2017/12/20 04:11:38 38.6 313 2017/12/20 04:11:39 38.3 314 2017/12/20 04:11:40 38.5 315 2017/12/20 04:11:41 39.0 316 2017/12/20 04:11:42 41.2 317 2017/12/20 04:11:43 40.5 318 2017/12/20 04:11:44 39.9 319 2017/12/20 04:11:45 40.0 320 2017/12/20 04:11:46 40.2 321 2017/12/20 04:11:47 40.9 322 2017/12/20 04:11:48 39.5 323 2017/12/20 04:11:49 39.2 324 2017/12/20 04:11:50 38.9 325 2017/12/20 04:11:51 40.8 326 2017/12/20 04:11:52 45.8 c· 327 2017/12/20 04:11:53 43.5 328 2017/12/20 04:11:54 43.4 329 2017/12/20 04:11:55 41.2 330 2017/12/20 04:11:56 40.3 331 2017/12/20 04:11:57 39.7 332 2017/12/20 04:11:58 47.6 333 2017/12/20 04:11:59 42.9 334 2017/12/20 04:12:00 42.6 335 2017/12/20 04:12:01 44.2 336 2017/12/20 04:12:02 40.0 337 2017/12/20 04:12:03 40.6 338 2017/12/20 04:12:04 40.3 339 2017/12/20 04:12:05 41. 5 340 2017/12/20 04:12:06 43.0 341 2017/12/20 04:12:07 39.6 342 2017/12/20 04:12:08 39.2 343 2017/12/20 04:12:09 39.2 344 2017/12/20 04:12:10 39.7 345 2017/12/20 04:12:11 39.1 346 2017/12/20 04:12:12 38.9 347 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04:13:20 41.9 415 2017/12/20 04:13:21 41. 5 416 2017/12/20 04:13:22 40.9 417 2017/12/20 04:13:23 39.3 418 2017/12/20 04:13:24 39.4 419 2017/12/20 04:13:25 38.1 420 2017/12/20 04:13:26 42.8 421 2017/12/20 04:13:27 42.5 c-422 2017/12/20 04:13:28 38.4 Page 7 C 17-0531LNM2_20DEC2017.slmm 423 2017/12/20 04:13:29 41.4 424 2017/12/20 04:13:30 61. 5 425 2017/12/20 04:13:31 57.7 426 2017/12/20 04:13:32 61. 7 427 2017/12/20 04:13:33 41.4 428 2017/12/20 04:13:34 47.0 429 2017/12/20 04:13:35 40.4 430 2017/12/20 04:13:36 42.0 431 2017/12/20 04:13:37 47.3 432 2017/12/20 04:13:38 59.5 433 2017/12/20 04:13:39 58.6 434 2017/12/20 04:13:40 64. 5 435 2017/12/20 04:13:41 46.7 436 2017/12/20 04:13:42 56.4 437 2017/12/20 04:13:43 52.3 438 2017/12/20 04:13:44 42.3 439 2017/12/20 04:13:45 41.4 440 2017/12/20 04:13:46 40.5 441 2017/12/20 04:13:47 38.5 442 2017/12/20 04:13:48 42.1 443 2017/12/20 04:13:49 38.7 444 2017/12/20 04:13:50 38.7 445 2017/12/20 04:13:51 37.8 446 2017/12/20 04:13:52 39.6 447 2017/12/20 04:13:53 38.1 448 2017/12/20 04:13:54 37.5 449 2017/12/20 04:13:55 37.6 450 2017/12/20 04:13:56 39.6 451 2017/12/20 04:13:57 38.8 452 2017/12/20 04:13:58 51. 5 C 453 2017/12/20 04:13:59 41.4 454 2017/12/20 04:14:00 50.4 455 2017/12/20 04:14:01 51.9 456 2017/12/20 04:14:02 42.1 457 2017/12/20 04:14:03 39.0 458 2017/12/20 04:14:04 38.9 459 2017/12/20 04:14:05 39.2 460 2017/12/20 04:14:06 41.8 461 2017/12/20 04:14:07 52.9 462 2017/12/20 04:14:08 39.7 463 2017/12/20 04:14:09 41.4 464 2017/12/20 04:14:10 42.7 465 2017/12/20 04:14:11 48.2 466 2017/12/20 04:14:12 54. 5 467 2017/12/20 04:14:13 44.3 468 2017/12/20 04:14:14 42.5 469 2017/12/20 04:14:15 57.5 470 2017/12/20 04:14:16 48.4 471 2017/12/20 04:14:17 48.3 472 2017/12/20 04:14:18 50.6 473 2017/12/20 04:14:19 48.0 474 2017/12/20 04:14:20 55.7 475 2017/12/20 04:14:21 43.7 476 2017/12/20 04:14:22 42.9 477 2017/12/20 04:14:23 43.5 478 2017/12/20 04:14:24 45.7 479 2017/12/20 04:14:25 41.2 480 2017/12/20 04:14:26 50.5 481 2017/12/20 04:14:27 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17-0531LNM2_20DEC2017.slmm 549 2017/12/20 04:15:35 44.5 550 2017/12/20 04:15:36 43.3 551 2017/12/20 04:15:37 49.6 552 2017/12/20 04:15:38 40.2 553 2017/12/20 04:15:39 52.9 554 2017/12/20 04:15:40 39.4 555 2017/12/20 04:15:41 44.1 556 2017/12/20 04:15:42 43.6 557 2017/12/20 04:15:43 45.5 558 2017/12/20 04:15:44 50.3 559 2017/12/20 04:15:45 44.3 560 2017/12/20 04:15:46 43.3 561 2017/12/20 04:15:47 47.0 562 2017/12/20 04:15:48 46.2 563 2017/12/20 04:15:49 44.3 564 2017/12/20 04:15:50 44.4 565 2017/12/20 04:15:51 40.1 566 2017/12/20 04:15:52 43.2 567 2017/12/20 04:15:53 44.6 568 2017/12/20 04:15:54 41.1 569 2017/12/20 04:15:55 42.4 570 2017/12/20 04:15:56 49.9 571 2017/12/20 04:15:57 41.8 572 2017/12/20 04:15:58 45.7 573 2017/12/20 04:15:59 47.9 574 2017/12/20 04:16:00 51.1 575 2017/12/20 04:16:01 48.9 576 2017/12/20 04:16:02 47.7 577 2017/12/20 04:16:03 48.4 578 2017/12/20 04:16:04 44.1 c-579 2017/12/20 04:16:05 43.0 580 2017/12/20 04:16:06 49.0 581 2017/12/20 04:16:07 45.6 582 2017/12/20 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2017/12/20 04:17:22 2017/12/20 04:17:23 2017/12/20 04:17:24 2017/12/20 04:17:25 2017/12/20 04:17:26 2017/12/20 04:17:27 2017/12/20 04:17:28 2017/12/20 04:17:29 2017/12/20 04:17:30 2017/12/20 04:17:31 2017/12/20 04:17:32 2017/12/20 04:17:33 2017/12/20 04:17:34 2017/12/20 04:17:35 2017/12/20 04:17:36 2017/12/20 04:17:37 2017/12/20 04:17:38 2017/12/20 04:17:39 2017/12/20 04:17:40 17-0531LNM2_20DEC2017.slmm 56.0 54.5 53.8 53.3 56.0 53.8 56.1 56.5 56.0 59.3 58.6 62.5 60.6 63.4 62.1 63.4 70.4 61. 3 60.4 57.5 55.3 54.4 52.2 48.3 48.2 46.0 46.6 44.5 43.1 44.0 45.8 41.2 41. 7 42.4 43.2 43.8 44.9 45.8 50.1 53.2 55.5 54.5 56.3 53.0 50.2 49.3 52.2 52.5 52.9 50.1 47.5 46.2 46.6 45.1 45.7 48.9 50.9 45.3 45.9 48.2 49.3 55.0 57.7 Page 11 C 17-0531LNM2_20DEC2017.slmm 675 2017/12/20 04:17:41 55.2 676 2017/12/20 04:17:42 52.7 677 2017/12/20 04:17:43 49.3 678 2017/12/20 04:17:44 48.0 679 2017/12/20 04:17:45 48.1 680 2017/12/20 04:17:46 45.6 681 2017/12/20 04:17:47 44.6 682 2017/12/20 04:17:48 43.1 683 2017/12/20 04:17:49 42.5 684 2017/12/20 04:17:50 42.4 685 2017/12/20 04:17:51 42.0 686 2017/12/20 04:17:52 41.8 687 2017/12/20 04:17:53 41. 7 688 2017/12/20 04:17:54 41.2 689 2017/12/20 04:17:55 42.2 690 2017/12/20 04:17:56 46.2 691 2017/12/20 04:17:57 42.6 692 2017/12/20 04:17:58 41.4 693 2017/12/20 04:17:59 43.1 694 2017/12/20 04:18:00 43.2 695 2017/12/20 04:18:01 43.0 696 2017/12/20 04:18:02 44.0 697 2017/12/20 04:18:03 44.2 698 2017/12/20 04:18:04 43.5 699 2017/12/20 04:18:05 45. 2 700 2017/12/20 04:18:06 43.9 701 2017/12/20 04:18:07 43.7 702 2017/12/20 04:18:08 44.1 703 2017/12/20 04:18:09 44.2 704 2017/12/20 04:18:10 43.9 C 705 2017/12/20 04:18:11 44.0 706 2017/12/20 04:18:12 44.2 707 2017/12/20 04:18:13 44.1 708 2017/12/20 04:18:14 44.0 709 2017/12/20 04:18:15 43.6 710 2017/12/20 04:18:16 42.8 711 2017/12/20 04:18:17 43.2 712 2017/12/20 04:18:18 42.7 713 2017/12/20 04:18:19 42.6 714 2017/12/20 04:18:20 43.7 715 2017/12/20 04:18:21 44.5 716 2017/12/20 04:18:22 47.1 717 2017/12/20 04:18:23 44.7 718 2017/12/20 04:18:24 43.4 719 2017/12/20 04:18:25 42.0 720 2017/12/20 04:18:26 41.9 721 2017/12/20 04:18:27 41.1 722 2017/12/20 04:18:28 41.8 723 2017/12/20 04:18:29 45.2 724 2017/12/20 04:18:30 41.6 725 2017/12/20 04:18:31 43.8 726 2017/12/20 04:18:32 43.8 727 2017/12/20 04:18:33 42.7 728 2017/12/20 04:18:34 42.2 729 2017/12/20 04:18:35 43.4 730 2017/12/20 04:18:36 43.2 731 2017/12/20 04:18:37 44.2 732 2017/12/20 04:18:38 45.8 733 2017/12/20 04:18:39 46.1 734 2017/12/20 04:18:40 45.9 735 2017/12/20 04:18:41 47.0 736 2017/12/20 04:18:42 45.0 r 737 2017/12/20 04:18:43 45.5 Page 12 C C 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 775 776 777 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 2017/12/20 04:18:44 2017/12/20 04:18:45 2017/12/20 04:18:46 2017/12/20 04:18:47 2017/12/20 04:18:48 2017/12/20 04:18:49 2017/12/20 04:18:50 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2017/12/20 04:19:41 2017/12/20 04:19:42 2017/12/20 04:19:43 2017/12/20 04:19:44 2017/12/20 04:19:45 2017/12/20 04:19:46 17-0531LNM2_20DEC2017.slmm 45.6 46.2 46.7 47.2 47.3 47.5 48.0 49.0 46.5 46.6 47.6 47.6 47.4 47.3 47.5 46.6 45.9 45.1 45.7 46.0 47.0 45.1 48.8 46.6 46.7 45.6 46.7 48.7 50.4 52 .1 48.7 45.8 45.6 44.8 48.8 49.3 50.4 48.7 49.5 47.9 46.3 44.3 43.9 42.8 42.7 43.8 43.6 42.1 42.7 43.4 43.0 43.5 44.3 44.4 45.7 47.8 51.1 53.2 49.4 46.3 44.6 44.0 45 .4 Page 13 C C 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 2017/12/20 04:19:47 2017/12/20 04:19:48 2017/12/20 04:19:49 2017/12/20 04:19:50 2017/12/20 04:19:51 2017/12/20 04:19:52 2017/12/20 04:19:53 2017/12/20 04:19:54 2017/12/20 04:19:55 2017/12/20 04:19:56 2017/12/20 04:19:57 2017/12/20 04:19:58 2017/12/20 04:19:59 2017/12/20 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17-0531LNM2_20DEC2017.slmm 49.5 49.8 53.0 58.3 62.7 58.9 57.9 54.3 50.6 48.1 47.3 47.0 46.7 45.0 44.9 44.2 45.3 45.7 49.8 52.3 54.1 53.2 55.5 60.2 63.4 62.5 56.0 54.3 50.4 47.9 46.9 47.0 52.1 48.1 48.7 56.0 46.7 47.1 52.6 53.2 51.4 46.2 43.8 52.8 56.9 62.4 62.0 63.4 59.1 56.2 49.8 47.9 45.8 44.6 45.0 44.2 42.7 41.3 42.9 43.3 41.1 42.0 44.2 Page 14 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 2017/12/20 04:20:50 2017/12/20 04:20:51 2017/12/20 04:20:52 2017/12/20 04:20:53 2017/12/20 04:20:54 2017/12/20 04:20:55 2017/12/20 04:20:56 2017/12/20 04:20:57 2017/12/20 04:20:58 2017/12/20 04:20:59 2017/12/20 04:21:00 2017/12/20 04:21:01 2017/12/20 04:21:02 2017/12/20 04:21:03 2017/12/20 04:21:04 2017/12/20 04:21:05 2017/12/20 04:21:06 2017/12/20 04:21:07 2017/12/20 04:21:08 2017/12/20 04:21:09 2017/12/20 04:21:10 2017/12/20 04:21:11 2017/12/20 04:21:12 2017/12/20 04:21:13 2017/12/20 04:21:14 2017/12/20 04:21:15 2017/12/20 04:21:16 2017/12/20 04:21:17 2017/12/20 04:21:18 2017/12/20 04:21:19 2017/12/20 04:21:20 2017/12/20 04:21:21 2017/12/20 04:21:22 2017/12/20 04:21:23 2017/12/20 04:21:24 2017/12/20 04:21:25 2017/12/20 04:21:26 17-0531LNM2_20DEC2017.slmm 40.9 45.6 43.2 42.3 40.7 46.2 43.8 42.4 41.8 43.2 43.5 44.5 44.4 44.7 44.6 44.3 46.7 45.1 45.4 44.5 44.6 45.5 46.3 46.2 46.0 45.0 46.9 45.3 45.8 44.8 45.1 44. 5 44.4 43.8 43.5 44.1 43.2 Page 15 C .. 17-0531LNM3_20DEC2017.slmm Romeria Pointe 2017/12/20 04:40:09 A weighted FAST 40-100 L(05): 54.6 L(lO): 51.2 L(50): 45.2 L(90): 42.6 L(95): 41.9 LMax: 70.1 LMin: 40.6 Peak: 87.2 Leq: 50.5 No.s Date Time dB 1 2017/12/20 04:29:13 61.2 2 2017/12/20 04:29:14 59.5 3 2017/12/20 04:29:15 57.3 4 2017/12/20 04:29:16 54.3 5 2017/12/20 04:29:17 52.8 6 2017/12/20 04:29:18 51.8 7 2017/12/20 04:29:19 51.1 8 2017/12/20 04:29:20 48.8 9 2017/12/20 04:29:21 49.2 10 2017/12/20 04:29:22 46.6 11 2017/12/20 04:29:23 45.3 C 12 2017/12/20 04:29:24 43.4 13 2017/12/20 04:29:25 42.9 14 2017/12/20 04:29:26 44.6 15 2017/12/20 04:29:27 42.7 16 2017/12/20 04:29:28 42.7 17 2017/12/20 04:29:29 41.9 18 2017/12/20 04:29:30 44.3 19 2017/12/20 04:29:31 46.9 20 2017/12/20 04:29:32 44.5 21 2017/12/20 04:29:33 45.3 22 2017/12/20 04:29:34 49.3 23 2017/12/20 04:29:35 48.0 24 2017/12/20 04:29:36 47.6 25 2017/12/20 04:29:37 48.3 26 2017/12/20 04:29:38 52.3 27 2017/12/20 04:29:39 53.5 28 2017/12/20 04:29:40 51.9 29 2017/12/20 04:29:41 51. 2 30 2017/12/20 04:29:42 52.1 31 2017/12/20 04:29:43 48.8 32 2017/12/20 04:29:44 49.0 33 2017/12/20 04:29:45 48.0 34 2017/12/20 04:29:46 49.4 35 2017/12/20 04:29:47 51. 5 36 2017/12/20 04:29:48 54.4 37 2017/12/20 04:29:49 58.3 38 2017/12/20 04:29:50 63.9 39 2017/12/20 04:29:51 63.3 40 2017/12/20 04:29:52 58.2 41 2017/12/20 04:29:53 55.4 42 2017/12/20 04:29:54 51.0 43 2017/12/20 04:29:55 49.6 C 44 2017/12/20 04:29:56 51.2 Page 1 .,,, ~--· 17-0531LNM3_20DEC2017.slmm l. ~ 45 2017/12/20 04:29:57 49.0 46 2017/12/20 04:29:58 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17-0531LNM3_20DEC2017.slmm 486 2017/12/20 04:37:18 53.7 487 2017/12/20 04:37:19 54.2 488 2017/12/20 04:37:20 57.2 489 2017/12/20 04:37:21 59.4 490 2017/12/20 04:37:22 62.0 491 2017/12/20 04:37:23 62.1 492 2017/12/20 04:37:24 59.8 493 2017/12/20 04:37:25 58.1 494 2017/12/20 04:37:26 56.1 495 2017/12/20 04:37:27 53.0 496 2017/12/20 04:37:28 54.3 497 2017/12/20 04:37:29 47.S 498 2017/12/20 04:37:30 45 .4 499 2017/12/20 04:37:31 45.4 500 2017/12/20 04:37:32 45.7 501 2017/12/20 04:37:33 47.3 502 2017/12/20 04:37:34 47.2 503 2017/12/20 04:37:35 54.8 504 2017/12/20 04:37:36 45.9 sos 2017/12/20 04:37:37 45.2 506 2017/12/20 04:37:38 51. 2 507 2017/12/20 04:37:39 45.6 508 2017/12/20 04:37:40 47.1 509 2017/12/20 04:37:41 48.2 510 2017/12/20 04:37:42 43.1 511 2017/12/20 04:37:43 43.3 512 2017/12/20 04:37:44 49.1 513 2017/12/20 04:37:45 42.9 514 2017/12/20 04:37:46 42.4 515 2017/12/20 04:37:47 42.6 c· 516 2017/12/20 04:37:48 41.3 517 2017/12/20 04:37:49 41. S 518 2017/12/20 04:37:50 41.8 519 2017/12/20 04:37:51 42.3 520 2017/12/20 04:37:52 43.8 521 2017/12/20 04:37:53 42.3 522 2017/12/20 04:37:54 43.0 523 2017/12/20 04:37:55 43.S 524 2017/12/20 04:37:56 43.2 525 2017/12/20 04:37:57 43.7 526 2017/12/20 04:37:58 43.6 527 2017/12/20 04:37:59 45.3 528 2017/12/20 04:38:00 44.1 529 2017/12/20 04:38:01 44.6 530 2017/12/20 04:38:02 47.2 531 2017/12/20 04:38:03 45.4 532 2017/12/20 04:38:04 48.0 533 2017/12/20 04:38:05 46.9 534 2017/12/20 04:38:06 45.8 535 2017/12/20 04:38:07 45.9 536 2017/12/20 04:38:08 45.8 537 2017/12/20 04:38:09 46.9 538 2017/12/20 04:38:10 47.1 539 2017/12/20 04:38:11 47.S 540 2017/12/20 04:38:12 45.S 541 2017/12/20 04:38:13 46.8 542 2017/12/20 04:38:14 49.1 543 2017/12/20 04:38:15 46.2 544 2017/12/20 04:38:16 45.9 545 2017/12/20 04:38:17 48.0 546 2017/12/20 04:38:18 51.9 547 2017/12/20 04:38:19 44.9 C 548 2017/12/20 04:38:20 45.7 Page 9 C 17-0531LNM3_20DEC2017.slmm 549 2017/12/20 04:38:21 44.7 550 2017/12/20 04:38:22 44.7 551 2017/12/20 04:38:23 44.2 552 2017/12/20 04:38:24 42.9 553 2017/12/20 04:38:25 43.5 554 2017/12/20 04:38:26 43.1 555 2017/12/20 04:38:27 43.8 556 2017/12/20 04:38:28 43.3 557 2017/12/20 04:38:29 44.5 558 2017/12/20 04:38:30 44.2 559 2017/12/20 04:38:31 44.2 560 2017/12/20 04:38:32 43.7 561 2017/12/20 04:38:33 43.3 562 2017/12/20 04:38:34 42.8 563 2017/12/20 04:38:35 43.9 564 2017/12/20 04:38:36 44.2 565 2017/12/20 04:38:37 43.7 566 2017/12/20 04:38:38 43.8 567 2017/12/20 04:38:39 43.6 568 2017/12/20 04:38:40 43.6 569 2017/12/20 04:38:41 43.7 570 2017/12/20 04:38:42 44.9 571 2017/12/20 04:38:43 44.1 572 2017/12/20 04:38:44 44.3 573 2017/12/20 04:38:45 43.8 574 2017/12/20 04:38:46 43.9 575 2017/12/20 04:38:47 43.4 576 2017/12/20 04:38:48 45.7 577 2017/12/20 04:38:49 43.5 578 2017/12/20 04:38:50 44.1 c· 579 2017/12/20 04:38:51 45.8 580 2017/12/20 04:38:52 49.8 581 2017/12/20 04:38:53 50.9 582 2017/12/20 04:38:54 51.6 583 2017/12/20 04:38:55 50.6 584 2017/12/20 04:38:56 51.8 585 2017/12/20 04:38:57 53.3 586 2017/12/20 04:38:58 52.7 587 2017/12/20 04:38:59 52.7 588 2017/12/20 04:39:00 48.8 589 2017/12/20 04:39:01 47.5 590 2017/12/20 04:39:02 46.1 591 2017/12/20 04:39:03 47.1 592 2017/12/20 04:39:04 49.9 593 2017/12/20 04:39:05 48.1 594 2017/12/20 04:39:06 47.6 595 2017/12/20 04:39:07 45.9 596 2017/12/20 04:39:08 47.5 597 2017/12/20 04:39:09 45.2 598 2017/12/20 04:39:10 45.0 599 2017/12/20 04:39:11 44.4 600 2017/12/20 04:39:12 45.7 601 2017/12/20 04:39:13 47.2 602 2017/12/20 04:39:14 48.3 603 2017/12/20 04:39:15 46.8 604 2017/12/20 04:39:16 45.6 605 2017/12/20 04:39:17 45.9 606 2017/12/20 04:39:18 44.3 607 2017/12/20 04:39:19 44.1 608 2017/12/20 04:39:20 44.4 609 2017/12/20 04:39:21 45.2 610 2017/12/20 04:39:22 44.4 C 611 2017/12/20 04:39:23 43.6 Page 10 r· 17-0531LNM3_20DEC2017.slmm ~ ... 612 2017/12/20 04:39:24 43.0 613 2017/12/20 04:39:25 43.1 614 2017/12/20 04:39:26 43.2 615 2017/12/20 04:39:27 42.5 616 2017/12/20 04:39:28 43.4 617 2017/12/20 04:39:29 42.9 618 2017/12/20 04:39:30 44.0 619 2017/12/20 04:39:31 43.3 620 2017/12/20 04:39:32 42.2 621 2017/12/20 04:39:33 42.8 622 2017/12/20 04:39:34 42.6 623 2017/12/20 04:39:35 42.4 624 2017/12/20 04:39:36 42.5 625 2017/12/20 04:39:37 42.0 626 2017/12/20 04:39:38 42.0 627 2017/12/20 04:39:39 43.8 628 2017/12/20 04:39:40 41.8 629 2017/12/20 04:39:41 42.3 630 2017/12/20 04:39:42 41.6 631 2017/12/20 04:39:43 41.6 632 2017/12/20 04:39:44 41.6 633 2017/12/20 04:39:45 41.9 634 2017/12/20 04:39:46 42.4 635 2017/12/20 04:39:47 42.5 636 2017/12/20 04:39:48 45.0 637 2017/12/20 04:39:49 44.3 638 2017/12/20 04:39:50 43.1 639 2017/12/20 04:39:51 41.6 640 2017/12/20 04:39:52 43.4 641 2017/12/20 04:39:53 41.6 c· 642 2017/12/20 04:39:54 41.0 643 2017/12/20 04:39:55 42.6 644 2017/12/20 04:39:56 44.0 645 2017/12/20 04:39:57 42.5 646 2017/12/20 04:39:58 43.7 647 2017/12/20 04:39:59 42.9 648 2017/12/20 04:40:00 44.1 649 2017/12/20 04:40:01 44.4 650 2017/12/20 04:40:02 45.6 651 2017/12/20 04:40:03 48.0 652 2017/12/20 04:40:04 52.8 653 2017/12/20 04:40:05 54.1 654 2017/12/20 04:40:06 56.8 655 2017/12/20 04:40:07 60.8 656 2017/12/20 04:40:08 67.1 657 2017/12/20 04:40:09 69.6 658 2017/12/20 04:40:10 62.4 659 2017/12/20 04:40:11 58.6 660 2017/12/20 04:40:12 56.3 661 2017/12/20 04:40:13 58.8 662 2017/12/20 04:40:14 66.2 663 2017/12/20 04:40:15 63.0 664 2017/12/20 04:40:16 59.0 665 2017/12/20 04:40:17 56.6 666 2017/12/20 04:40:18 55.9 667 2017/12/20 04:40:19 53.0 668 2017/12/20 04:40:20 51.2 669 2017/12/20 04:40:21 50.0 670 2017/12/20 04:40:22 51.1 671 2017/12/20 04:40:23 49.6 672 2017/12/20 04:40:24 48.3 673 2017/12/20 04:40:25 48.9 C 674 2017/12/20 04:40:26 48.8 Page 11 C 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 2017/12/20 04:40:27 2017/12/20 04:40:28 2017/12/20 04:40:29 2017/12/20 04:40:30 2017/12/20 04:40:31 2017/12/20 04:40:32 2017/12/20 04:40:33 2017/12/20 04:40:34 2017/12/20 04:40:35 2017/12/20 04:40:36 2017/12/20 04:40:37 2017/12/20 04:40:38 2017/12/20 04:40:39 2017/12/20 04:40:40 2017/12/20 04:40:41 2017/12/20 04:40:42 2017/12/20 04:40:43 2017/12/20 04:40:44 2017/12/20 04:40:45 2017/12/20 04:40:46 2017/12/20 04:40:47 2017/12/20 04:40:48 2017/12/20 04:40:49 2017/12/20 04:40:50 2017/12/20 04:40:51 2017/12/20 04:40:52 2017/12/20 04:40:53 2017/12/20 04:40:54 2017/12/20 04:40:55 2017/12/20 04:40:56 2017/12/20 04:40:57 2017/12/20 04:40:58 2017/12/20 04:40:59 2017/12/20 04:41:00 2017/12/20 04:41:01 2017/12/20 04:41:02 2017/12/20 04:41:03 2017/12/20 04:41:04 2017/12/20 04:41:05 2017/12/20 04:41:06 2017/12/20 04:41:07 2017/12/20 04:41:08 2017/12/20 04:41:09 2017/12/20 04:41:10 2017/12/20 04:41:11 2017/12/20 04:41:12 2017/12/20 04:41:13 2017/12/20 04:41:14 2017/12/20 04:41:15 2017/12/20 04:41:16 2017/12/20 04:41:17 2017/12/20 04:41:18 2017/12/20 04:41:19 2017/12/20 04:41:20 2017/12/20 04:41:21 2017/12/20 04:41:22 2017/12/20 04:41:23 2017/12/20 04:41:24 2017/12/20 04:41:25 2017/12/20 04:41:26 2017/12/20 04:41:27 2017/12/20 04:41:28 2017/12/20 04:41:29 17-0531LNM3_20DEC2017.slmm 48.1 47.5 46.1 46.3 44.4 43.6 44.3 45.2 44.8 44.1 44.0 43.3 45.2 43.8 44.2 42.9 45.0 45.3 44.7 46.0 44.7 44.2 44.4 44.2 43.5 43.2 43.1 44.0 43.1 43.9 44.1 44.4 44.6 45.0 44.7 43.8 43.6 44.6 44.1 43.1 45.5 43.4 43.6 45.1 45.9 45.2 44.7 46.6 47.2 47.6 48.0 46.7 48.6 50.7 46.9 46.9 48.3 48.9 45.9 45.8 44.9 45 .4 45.5 Page 12 (~ 17-0531LNM3_20DEC2017.slmm 738 2017/12/20 04:41:30 46.8 739 2017/12/20 04:41:31 46.4 740 2017/12/20 04:41:32 49.2 741 2017/12/20 04:41:33 48.0 742 2017/12/20 04:41:34 46.6 743 2017/12/20 04:41:35 46.8 744 2017/12/20 04:41:36 46.3 745 2017/12/20 04:41:37 45.2 746 2017/12/20 04:41:38 45.1 747 2017/12/20 04:41:39 45.3 748 2017/12/20 04:41:40 46.6 749 2017/12/20 04:41:41 47.9 750 2017/12/20 04:41:42 46.6 751 2017/12/20 04:41:43 47.0 752 2017/12/20 04:41:44 50.1 753 2017/12/20 04:41:45 48.8 754 2017/12/20 04:41:46 48.3 755 2017/12/20 04:41:47 45.9 756 2017/12/20 04:41:48 45.9 757 2017/12/20 04:41:49 46.7 758 2017/12/20 04:41:50 45.9 759 2017/12/20 04:41:51 45.6 760 2017/12/20 04:41:52 46.5 761 2017/12/20 04:41:53 48.8 762 2017/12/20 04:41:54 45.5 763 2017/12/20 04:41:55 44.4 764 2017/12/20 04:41:56 43.3 765 2017/12/20 04:41:57 61.2 766 2017/12/20 04:41:58 46.1 767 2017/12/20 04:41:59 42.7 C 768 2017/12/20 04:42:00 45.4 769 2017/12/20 04:42:01 66.6 770 2017/12/20 04:42:02 47.5 771 2017/12/20 04:42:03 45.0 772 2017/12/20 04:42:04 45 .o 773 2017/12/20 04:42:05 44.6 774 2017/12/20 04:42:06 44.4 775 2017/12/20 04:42:07 44.9 776 2017/12/20 04:42:08 45.6 777 2017/12/20 04:42:09 45.5 778 2017/12/20 04:42:10 45.2 779 2017/12/20 04:42:11 46.5 780 2017/12/20 04:42:12 47.5 781 2017/12/20 04:42:13 45.0 782 2017/12/20 04:42:14 47.4 783 2017/12/20 04:42:15 47.0 784 2017/12/20 04:42:16 46.6 785 2017/12/20 04:42:17 43.3 786 2017/12/20 04:42:18 43.7 787 2017/12/20 04:42:19 45.4 788 2017/12/20 04:42:20 46.5 789 2017/12/20 04:42:21 47.1 790 2017/12/20 04:42:22 47.2 791 2017/12/20 04:42:23 42.9 792 2017/12/20 04:42:24 42.5 793 2017/12/20 04:42:25 42.7 794 2017/12/20 04:42:26 42.7 795 2017/12/20 04:42:27 41. 7 796 2017/12/20 04:42:28 42.5 797 2017/12/20 04:42:29 42.1 798 2017/12/20 04:42:30 41.2 799 2017/12/20 04:42:31 42.7 c-800 2017/12/20 04:42:32 42.6 Page 13 (~ 17-0531LNM3_20DEC2017.slmm 801 2017/12/20 04:42:33 41.9 802 2017/12/20 04:42:34 43.4 803 2017/12/20 04:42:35 45.0 804 2017/12/20 04:42:36 46.7 805 2017/12/20 04:42:37 47.4 806 2017/12/20 04:42:38 45.6 807 2017/12/20 04:42:39 45.0 808 2017/12/20 04:42:40 45.7 809 2017/12/20 04:42:41 45.6 810 2017/12/20 04:42:42 46.1 811 2017/12/20 04:42:43 43.1 812 2017/12/20 04:42:44 44.7 813 2017/12/20 04:42:45 43.2 814 2017/12/20 04:42:46 47.3 815 2017/12/20 04:42:47 44.6 816 2017/12/20 04:42:48 44.3 817 2017/12/20 04:42:49 43.9 818 2017/12/20 04:42:50 45.2 819 2017/12/20 04:42:51 44.5 820 2017/12/20 04:42:52 44.5 821 2017/12/20 04:42:53 47.5 822 2017/12/20 04:42:54 47.6 823 2017/12/20 04:42:55 47.0 824 2017/12/20 04:42:56 46.3 825 2017/12/20 04:42:57 47.0 826 2017/12/20 04:42:58 49.1 827 2017/12/20 04:42:59 50.6 828 2017/12/20 04:43:00 48.3 829 2017/12/20 04:43:01 48.9 830 2017/12/20 04:43:02 48.5 C 831 2017/12/20 04:43:03 45. 2 832 2017/12/20 04:43:04 48.9 833 2017/12/20 04:43:05 43.7 834 2017/12/20 04:43:06 43.2 835 2017/12/20 04:43:07 44.0 836 2017/12/20 04:43:08 44.8 837 2017/12/20 04:43:09 45.8 838 2017/12/20 04:43:10 45.3 839 2017/12/20 04:43:11 44.7 840 2017/12/20 04:43:12 44.8 841 2017/12/20 04:43:13 46.4 842 2017/12/20 04:43:14 49.4 843 2017/12/20 04:43:15 51.1 844 2017/12/20 04:43:16 53.6 845 2017/12/20 04:43:17 54.8 846 2017/12/20 04:43:18 56.5 847 2017/12/20 04:43:19 59.8 848 2017/12/20 04:43:20 63.4 849 2017/12/20 04:43:21 62.5 850 2017/12/20 04:43:22 57.4 851 2017/12/20 04:43:23 54.0 852 2017/12/20 04:43:24 50.8 853 2017/12/20 04:43:25 49.3 854 2017/12/20 04:43:26 44.9 855 2017/12/20 04:43:27 43.2 856 2017/12/20 04:43:28 43.6 857 2017/12/20 04:43:29 44.4 858 2017/12/20 04:43:30 44.2 859 2017/12/20 04:43:31 43.9 860 2017/12/20 04:43:32 44.1 861 2017/12/20 04:43:33 44.7 862 2017/12/20 04:43:34 46.3 C 863 2017/12/20 04:43:35 44.8 Page 14 C C 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 879 880 881 882 883 884 885 886 887 888 889 890 891 892 893 894 895 896 897 898 899 900 2017/12/20 04:43:36 2017/12/20 04:43:37 2017/12/20 04:43:38 2017/12/20 04:43:39 2017/12/20 04:43:40 2017/12/20 04:43:41 2017/12/20 04:43:42 2017/12/20 04:43:43 2017/12/20 04:43:44 2017/12/20 04:43:45 2017/12/20 04:43:46 2017/12/20 04:43:47 2017/12/20 04:43:48 2017/12/20 04:43:49 2017/12/20 04:43:50 2017/12/20 04:43:51 2017/12/20 04:43:52 2017/12/20 04:43:53 2017/12/20 04:43:54 2017/12/20 04:43:55 2017/12/20 04:43:56 2017/12/20 04:43:57 2017/12/20 04:43:58 2017/12/20 04:43:59 2017/12/20 04:44:00 2017/12/20 04:44:01 2017/12/20 04:44:02 2017/12/20 04:44:03 2017/12/20 04:44:04 2017/12/20 04:44:05 2017/12/20 04:44:06 2017/12/20 04:44:07 2017/12/20 04:44:08 2017/12/20 04:44:09 2017/12/20 04:44:10 2017/12/20 04:44:11 2017/12/20 04:44:12 17-0531LNM3_20DEC2017.slmm 44.7 45.1 44.3 45.3 47.1 46.6 48.1 49.3 50.3 49.4 51. 5 56.0 57.5 52.3 45.7 43.7 42.7 43.0 44.7 42.7 42.8 42.3 41.8 41.8 42.5 41.8 42.6 44.3 46.5 47.1 47.1 45.8 54.9 48.2 44.6 56.4 53.8 Page 15 r Appendix B FHWA Roadway Construction Noise Model (RCNM) Equipment List & Modeling Data tblOffRoadEquipment Construction Equipment-Default from CalEEMod 2016.3.2 Phase Equipment Type Quantity Grading / Shoring Pile driver 1 Demolition Concrete/Industrial Saws 1 Demolition Rubber Tired Dozers 1 Demolition Tractors/Loaders/Backhoes 2 Site Preparation Graders 1 Site Preparation Tractors/Loaders/Backhoes 1 Grading Concrete/Industrial Saws 1 Grading Rubber Tired Dozers 1 Grading Tractors/Loaders/Backhoes 2 Building Construction Cranes 1 Building Construction Forklifts 2 Building Construction Tractors/Loaders/Backhoes 2 Paving Cement and Mortar Mixers 4 Paving Pavers 1 Paving Rollers 1 Paving Tractors/Loaders/Backhoes 1 Architectural Coating Air Compressors 1 Page 1 n Report date: Case Description: Description Multi-Family Residential -South Description Concrete Saw Backhoe Dozer Auger Drill Rig Equipment Concrete Saw Backhoe Dozer Auger Drill Rig Description Multi-Family Residential -North Description Concrete Saw Backhoe Dozer Auger Drill Rig ~ Roadway Construction Noise Model (RCNM),Version 1.1 12/21/2017 Romeria Pointe -Grading Baselines (dBA) ----Receptor #1 ---- Land Use Residential Daytime 49.7 Evening Night 45 45 Equipment Spec Actual Impact Lmax Lmax Device Usage(%) (dBA) (dBA) No 20 90 No 40 80 No 40 85 No 20 85 Results Receptor Distance (feet) 95 95 95 95 Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax 84.4 77.4 N/A N/A N/A 74.4 70.4 N/A N/A N/A 79.4 75.4 N/A N/A N/A 79.4 72.4 N/A N/A N/A Total 84.4 80.8 N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #2 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 51.5 45 45 Equipment Spec Actual Receptor Impact Lmax Lmax Distance Device Usage(%) (dBA) (dBA) (feet) No 20 90 153 No 40 80 153 No 40 85 153 No 20 85 153 Estimated Shielding (dBA) 0 0 0 0 Leq N/A N/A N/A N/A N/A Estimated Shielding (dBA) 0 0 0 0 Noise Limit Exceedance (dBA) Night Day Evening Night Lmax Leq Lmax Leq Lmax Leq Lmax Leq N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A n "J , .. , l i Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Concrete Saw 80.3 73.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 70.3 66.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Dozer 75.3 71.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Auger Drill Rig 75.3 68.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 80.3 76.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #3 --- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -East Residential 50.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Concrete Saw No 20 90 139 0 Backhoe No 40 80 139 0 Dozer No 40 85 139 0 Auger Drill Rig No 20 85 139 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Concrete Saw 81.1 74.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 71.1 67.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Dozer 76.1 72.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Auger Drill Rig 76.1 69.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 81.1 77.S N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. ----Receptor #4 --- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -West Residential 49.7 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Concrete Saw No 20 90 90 0 Backhoe No 40 80 90 0 Dozer No 40 85 90 0 Auger Drill Rig No 20 85 90 0 n r, f ) Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Concrete Saw 84.9 77.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 74.9 70.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Dozer 79.9 75.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Auger Drill Rig 79.9 72.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 84.9 81.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. 'I f"") '1 Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 12/21/2017 Case Description: Romeria Pointe -Site Prep ----Receptor #1 ---- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -South Residential 49.7 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA} (feet) (dBA) Grader No 4D 85 95 0 Backhoe No 40 80 95 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Grader 79.4 75.4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 74.4 70.4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 79.4 76.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. ----Receptor #2 ---- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -North Residential 51.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Grader No 40 85 153 0 Backhoe No 40 80 153 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Grader 7S.3 71.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 70.3 66.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 75.3 72.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. 7 ,...~ ,,~) ----Receptor #3 ---- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -East Residential 50.5 45 45 Equipment Spec Actual Receptor Estimated Impact lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Grader No 40 85 139 0 Backhoe No 40 80 139 0 Results Calculated (dBA) Noise limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax leq Lmax Leq Lmax leq Lmax Leq Lmax leq lmax Leq Lmax leq Grader 76.1 72.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 71.1 67.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 76.1 73.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated lmax is the Loudest value. ----Receptor #4 ---- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -West Residential 49.7 45 45 Equipment Spec Actual Receptor Estimated Impact lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Grader No 40 85 90 0 Backhoe No 40 80 90 0 Results Calculated (dBA) Noise limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax leq Lmax Leq Lmax leq Lmax Leq Lmax leq lmax Leq lmax leq Grader 79.9 75.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 74.9 70.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 79.9 77.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated lmax is the loudest value. r") Report date: Case Description: Description Multi-Family Residential -South Description Crane Backhoe Man Lift Equipment Crane Backhoe Man Lift Description Multi-Family Residential -North Description Crane Backhoe Man Lift Equipment Crane Backhoe Man Lift 'l Roadway Construction Noise Model (RCNM),Version 1.1 12/21/2017 Romeria Pointe -Building Construction Land Use Residential Total Land Use Residential Total Baselines (dBA) Daytime Evening 49.7 ----Receptor #1 ---- Night 45 45 Equipment Spec Actual Lmax Impact Device No Usage(%) (dBA) 16 Lmax (dBA) 85 No 40 80 No 2D 85 Results Receptor Distance (feet) 95 Estimated Shielding (dBA) 0 95 0 95 0 Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 79.4 71.5 N/A N/A N/A N/A 74.4 70.4 N/A N/A N/A N/A 79.4 72.4 N/A N/A N/A N/A 79.4 76.3 N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #2 •··· Baselines (dBA) Daytime Evening Night 51.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 16 85 153 0 No 40 80 153 0 No 2D 85 153 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 75.3 67.3 N/A N/A N/A N/A 70.3 66.3 N/A N/A N/A N/A 75.3 68.3 N/A N/A N/A N/A 75.3 72.2 N/A N/A N/A N/A 'Calculated Lmax is the Loudest value. r') Noise Limit Exceedance (dBA) Night Day Evening Night Lmax Leq Lmax Leq Lmax Leq Lmax Leq N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Noise Limit Exceedance (dBA) Night Day Evening Night Lmax Leq Lmax Leq Lmax Leq Lmax Leq N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A " ~ n • l ' ----Receptor #3 -- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -East Residential 50.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Crane No 16 85 139 0 Backhoe No 40 80 139 0 Man Lift No 20 85 139 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Crane 76.1 68.2 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 71.1 67.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Man lift 76.1 69.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 76.1 73 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #4 --- Baselines (dBA) Description land Use Daytime Evening Night Multi-Family Residential -West Resident I al 49.7 45 45 Equipment Spec Actual Receptor Estimated Impact lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Crane No 16 85 90 0 Backhoe No 40 80 90 0 Man Lift No 20 85 90 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax leq Lmax Leq lmax leq lmax Leq lmax leq lmax leq Crane 79.9 71.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Backhoe 74.9 70.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Man Lift 79.9 72.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 79.9 76.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated lmax is the Loudest value. n Report date: Case Description: Description Multi-Family Residential -South Description Paver Roller Concrete Mixer Truck Tractor Equipment Paver Roller Concrete Mixer Truck Tractor Description Multi-Family Residential -North Description Paver Roller Concrete Mixer Truck Tractor ~ Roadway Construction Noise Model (RCNM),Version 1.1 12/21/2017 Romeria Pointe -Paving Baselines (dBA) Land Use Daytime Evening Residential 49.7 45 Impact Device Usage(%) No 50 No 20 No 40 No 40 ----Receptor #1 ---- Night 45 Equipment Spec Actual Lmax Lmax (dBA) (dBA) 85 85 85 84 Results Receptor Estimated Distance Shielding (feet) (dBA) 95 0 95 0 95 95 0 0 Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 79.4 76.4 N/A N/A N/A N/A 79.4 72.4 N/A N/A N/A N/A 79.4 75.4 N/A N/A N/A N/A 78.4 74.4 N/A N/A N/A N/A Total 79.4 80.9 N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #2 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 51.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 50 85 153 0 No 20 85 153 0 No 40 85 153 0 No 40 84 153 0 n Noise Limit Exceedance (dBA) Night Day Evening Night Lmax Leq Lmax Leq Lmax Leq Lmax Leq N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ;) --~ r""'\ Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Paver 75.3 72.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller 75.3 68.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 75.3 71.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 74.3 70.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 75.3 76.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #3 ---- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -East Residential 50.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Paver No 50 85 139 0 Roller No 20 85 139 0 Concrete Mixer Truck No 40 85 139 0 Tractor No 40 84 139 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Paver 76.1 73.l N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller 76.l 69.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 76.1 72.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 75.1 71.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 76.1 77.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. n Description Multi-Family Residential -West Description Paver Roller Concrete Mixer Truck Tractor Equipment Paver Roller Concrete Mixer Truck Tractor Land Use Residential Total (""'\ ' ----Receptor #4 ---- Baselines (dBA) Daytime Evening Night 49.7 45 45 Equipment Spec Actual Receptor Impact Lmax Lmax Distance Device Usage(%) (dBA) (dBA) (feet) No so 85 90 No 20 BS 90 No 40 85 90 No 40 84 90 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax 79.9 76.9 N/A N/A N/A 79.9 72.9 N/A N/A N/A 79.9 75.9 N/A N/A N/A 78.9 74.9 N/A N/A N/A 79.9 81.4 N/A N/A N/A *Calculated Lmax is the Loudest value. n Estimated Shielding (dBA) 0 0 0 0 Noise Limit Exceedance (dBA) Night Day Evening Night Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A ~) ,-') ,-, ' Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 12/21/2017 Case Description: Romeria Pointe -Architectural Coating ---Receptor #1 --- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -South Residential 49.7 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Compressor (air) No 40 80 95 0 Results Calculated (dBA) Noise limits (dBA) Noise limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment •Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Compressor (air) 74.4 70.4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 74.4 70.4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. ----Receptor #2 --- Baselines ( d BA) Description Land Use Daytime Evening Night Multi-Family Residential -North Residential 51.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Compressor (air) No 40 80 153 0 Results Calculated (dBA) Noise limits (dBA) Noise limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Compressor (air) 70.3 66.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 70.3 66.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. n """ ! n ----Receptor #3 ---- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -East Residential 50.5 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage{%) (dBA) (dBA) (feet) (dBA) Compressor (air) No 40 80 139 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lrnax Leq Lmax Leq Lmax Leq Lmax Leq Compressor (air) 71.1 67.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 71.1 67.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. ----Receptor #4 -- Baselines (dBA) Description Land Use Daytime Evening Night Multi-Family Residential -West Residential 49.7 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lrnax Distance Shielding Description Device Usage(%) (dBA) {dBA) (feet) (dBA) Compressor (air) No 40 80 90 0 Results Calculated (dBA) Noise Limits (dBA) Noise Limit Exceedance (dBA) Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lrnax Leq Lmax Leq Lmax Leq Lmax Leq Compressor (air) 74.9 70.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Total 74.9 70.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. C Appendix C r HUD DNL Calculator Results 12/22/2017 DNL Calculator -HUD Exchange Home (/J > Programs (/programs/) > Environmental Review (lprograms/enVironmental-revIew/) > DNL Calculator DNL Calculator The Day/Night Noise Level Calculator is an electronic assessment tool that calculates the Day/Night Noise Level {DNL) from roadway and railway traffic. For more information on using the DNL calculator, view the Day/Night Noise Level Calculator Electronic Assessment Tool Overview (/programs/environmental- review/daynight-noise-level-electronic-assessment-tool/). Note: HUD updated the Calculator December 12, 2017. If you used the Calculator prior to December 12, you may need to clear your cache to perform an accurate calculation. View instructions to clear your cache {https://support.google.com/accounts/answer/32050). Guidelines • To display the Road and/or Rail DNL calculator{s), click on the "Add Road Source" and/or "Add Rail Source" button(s) below. • All Road and Rail input values must be positive non-decimal numbers. • All Road and/or Rail DNL value(s) must be calculated separately before calculating the Site DNL. • All checkboxes that apply must be checked for vehicles and trains in the tables' headers. • Note #1: Tooltips, containing field specific information, have been added in this tool and may be accessed by hovering over all the respective data fields {site identification, roadway and railway assessment, DNL calculation results, roadway and railway input variables) with the mouse. • Note #2: DNL Calculator assumes roadway data is always entered. DNL Calculator Site ID Record Date User's Name Road# 1 Name: Road #1 Vehicle Type Effective Distance Distance to Stop Sign Average Speed Average Daily Trips (ADT) Night Fraction of ADT Road Gradient(%) Vehicle DNL Calculate Road #1 DNL Road# 2 Name: Road #2 Vehicle Type Effective Distance Distance to Stop Sign A,,o.-':llno c .... oorf Romeria Pt 12/22/2017 jcarpentier Romerla Street Cars @ 160 250 20 400 15 34.657 61.5247 Gibraltar Street Cars @ 25 80 https://www.hudexchange.info/programs/environmental-review/dnl-calculator/ Medium Trucks 160 250 20 120 15 49.4282 Reset Medium Trucks 25 80 Heavy Trucks 160 250 20 80 15 15 61.2055 Heavy Trucks 25 80 1/2 12/22/2017 DNL Calculator -HUD Exchange .<.U .<.U Average Daily Trips (ADT) 320 80 0 Night Fraction of ADT 15 15 15 Road Gradient(%) 0 Vehicle DNL 42.4379 56.4173 -Infinity Calculate Road #2 DNL 56.6183 Reset I Add Road Source II Add Rail Source Airport Noise Level Loud Impulse Sounds? Oves ONo Combined DNL for all 62.7528 Road and Rail sources Combined DNL including Airport N/A Site DNL with Loud Impulse Sound Calculate Mitigation Options If your site DNL is in Excess of 65 decibels, your options are: • No Action Alternative: Cancel the project at this location • Other Reasonable Alternatives: Choose an alternate site • Mitigation o Contact your Field or Regional Environmental Officer (/programs/environmental-review/hud-environmental-staff-contacts/) o Increase mitigation in the building walls (only effective if no outdoor, noise sensitive areas) o Reconfigure the site plan to increase the distance between the noise source and noise-sensitive uses o Incorporate natural or man-made barriers. See The Noise Guidebook (lresource/313/hud-noise-guidebook/) o Construct noise barrier. See the Barrier Performance Module (/programs/environmental-review/bpm-calculator/) Tools and Guidance Day/Night Noise Level Assessment Tool User Guide (/resource/3822/day-night-noise-level-assessment-tool-user-guide/) Day/Night Noise Level Assessment Tool Flowcharts (/resource/3823/day-night-noise-level-assessment-tool-flowcharts/) https://www.hudexchange.info/programs/environmental-review/dnl-calculator/ 2/2 12/29/2017 DNL Calc:uator -HUD Exchange Home (/) > Programs {/programs/) > Environmental Review (lprograms/environmental- review/) > DNL Calculator DNL Calculator The Day/Night Noise Level Calculator is an electronic assessment tool that calculates the Day/Night Noise Level (DNL) from roadway and railway traffic. For more information on using the DNL calculator, view the Day/Night Noise Level Calculator Electronic Assessment Tool Overview (lprograms/environmental-review/daynight-noise-level-electronic-assessment-tool/). Note: HUD updated the Calculator December 12, 2017. If you used the Calculator prior to December 12, you may need to clear your cache to perform an accurate calculation. View instructions to clear your cache (https://support.google.com/accounts/answer/32050). Guidelines • To display the Road and/or Rail DNL calculator(s), click on the "Add Road Source" and/or "Add Rail Source" button(s) below. • All Road and Rail input values must be positive non-decimal numbers. • All Road and/or Rail DNL value(s) must be calculated separately before calculating the Site DNL. • All checkboxes that apply must be checked for vehicles and trains in the tables' headers. • Note #1: Tooltips, containing field specific information, have been added in this tool and may be accessed by hovering over all the respective data fields (site identification, roadway and railway assessment, DNL calculation results, roadway and railway input variables) with the mouse. • Note #2: DNL Calculator assumes roadway data is always entered. DNL Calculator Site ID Romeria Pt -Existing+ Project Record Date 12/29/2017 User's Name LLeighton Road # 1 Name: Romeria Street Road #1 https:/twww .hudexchange.i nfolenvi ronmental-review/drd-calcul ator I 1/4 12/29/2017 DNL Calc:uator -HUD Exchange Vehicle Type Cars @ Medium Trucks @ Heavy Trucks @ Effective Distance 160 160 160 Distance to Stop Sign 250 250 J 250 Average Speed 20 20 __ j 20 Average Daily Trips (ADT) 482 120 80 Night Fraction of ADT 15 15 15 Road Gradient (%) 15 Vehicle DNL 35.4669 49.4282 61.2055 Calculate Road #1 DNL 61.5267 Reset Road # 2 Name: Gibraltar Street ---- Road #2 Vehicle Type Cars @ Medium Trucks @ Heavy Trucks ~ Effective Distance 25 25 25 Distance to Stop Sign 80 80 80 Average Speed 20 20 20 Average Daily Trips (ADT) 402 80 0 Night Fraction of ADT 15 15 15 Road Gradient(%) ' 0 Vehicle DNL 43.4287 56.4173 -Infinity Calculate Road #2 DNL 56.6679 Reset https://www .hudexchange.info/envir01Ynental-revifNl/dnl-calc:uator/ 2/4 12/29/2017 DNL Calcuator -HUD Exchange I Add Road Source II Add Rail Source I Airport Noise Level Loud Impulse Sounds? O ves @No Combined DNL for all 62.7691 Road and Rail sources Combined DNL including Airport N/A Site DNL with Loud Impulse Sound Mitigation Options If your site DNL is in Excess of 65 decibels, your options are: • No Action Alternative: Cancel the project at this location • Other Reasonable Alternatives: Choose an alternate site • Mitigation ° Contact your Field or Regional Environmental Officer (/programs/environmental- review/hud-environmental-staff-contacts/) 0 Increase mitigation in the building walls (only effective if no outdoor, noise sensitive areas) 0 Reconfigure the site plan to increase the distance between the noise source and noise- sensitive uses 0 Incorporate natural or man-made barriers. See The Noise Guidebook (lresource/313/hud-noise-guidebookl) o Construct noise barrier. See the Barrier Performance Module (/programs/environmental-review/bpm-calculator/) Tnnlc:; rinrJ r,, 1irJr1nrP https:/lwww .hudexchange.info/envir01YTiental-revifNol/dnl-calcuator/ 3/4 12/200017 DNL Calcuator -HUD Exchange Day/Night Noise Level Assessment Tool User Guide (/resource/3822/day-night-noise-level- assessment-tool-user-guide/) Day/Night Noise Level Assessment Tool Flowcharts (/resource/3823/day-night-noise-level- assessment-tool-flowcharts/) trttps:/lwww.hudex~info'envir01YTiental-review/dnl-calcuator/ 414