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SDP 2018-0022; RESORT VIEW APARTMENTS; NOISE STUDY;
rRincon Consultants, Inc. Environmental Scientists Planners Engineers www.rinconconsultants.com Resort View Apartments ~City of Carlsbad MAR 2 6 2019 ~fanning Division Noise Study prepared for Streamline Development Group 2266 Grand Avenue, #26 San Diego, California 92109 prepared by Rincon Consultants 2215 Faraday Avenue, Suite A Carlsbad, California 92008 Report No. 18-05705 November 2018 ( ( Table of Contents Table of Contents Summary ..................................................................................................................................... 1 1 Background and Project Description ....................................................................................... 2 1.1 Introduction ................................................................................................................. 2 1.2 Project Summary .......................................................................................................... 2 2 Fundamentals of Noise ............................................................................................................ 7 2.1 Overview of Sound Measurement ............................................................................... 7 2.2 Sensitive Receptors ...................................................................................................... 8 3 City of Carlsbad Noise Criteria ................................................................................................. 9 3.1 City of Carlsbad General Plan Noise Element .............................................................. 9 3.2 City of Carlsbad Noise Guidelines Manual ................................................................. 11 3.3 City of Carlsbad Municipal Code ................................................................................ 11 4 Existing Conditions ................................................................................................................. 12 5 Methodology ......................................................................................................................... 15 5.1 Construction Noise ..................................................................................................... 15 5.2 Exterior and Interior Noise ......................................................................................... 15 5.3 Off-site Traffic Noise .................................................................................................. 15 5.4 Significance Thresholds .............................................................................................. 15 6 Future Conditions .................................................................................................................. 17 6.1 Temporary Construction Noise Impacts .................................................................... 17 6.2 Exterior and Interior Noise Exposure ......................................................................... 18 6.3 On-Site Operational Noise Impacts ............................................................................ 19 6.4 Off-Site Traffic Noise Impacts .................................................................................... 19 7 Conclusions and Recommendations ...................................................................................... 21 8 References ............................................................................................................................. 22 Tables Table 1 Table 2 Table 3 Table4 Table 5 Table 6 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 (dBA CNEL) ....................................................................... 10 Project Vicinity Sound Level Monitoring Results ....................................................... 13 Noise Levels during Construction Phases .................................................................. 17 Comparison of Existing and Estimated Traffic Volumes and Noise ........................... 20 Resort View Apartments ( Figures Figure 1 Figure 2 Figure 3 Figure 4 Appendices Appendix A Appendix B Appendix C Table of Contents Regional Location .................................................................................................. 4 Project Location ..................................................................................................... 5 Project Site Map .................................................................................................... 6 Noise Measurement Locations ........................................................................... 14 Noise Measurement Data FHWA Roadway Construction Noise Model (RCNM) Equipment List and Modeling Data HUD Day/Night Noise Level (DNL) Calculator Results Resort View Apartments ii Summary Summary The proposed project entails construction of 26 multi-family residential units in five separate residential buildings on a 0.86-acre vacant site. The project site is located along Viejo Castilla Way, south of Navarra Drive and west of Pirineos Way in the City of Carlsbad. The site is bounded by Viejo Castilla Way to the east, multi-family residences to the north and west, and the La Costa Golf Course to the south. The site is 2.8 miles east of 1-5 and three miles southeast of the McClellan-Palomar Airport. Project construction is expected to take approximately 18 months, commencing in 2019 and expected to be completed in 2021. Construction phases for the project would include site preparation and grading, building construction, paving, and architectural coatings. No blasting or pile driving would be necessary to construct the project. This study analyzes temporary noise impacts generated during project construction, exterior and interior noise impacts of the project, anticipated on-site operational noise during residential occupancy and use, and off-site traffic noise impacts based on project-generated trips. Based on the analysis completed for the project, temporary construction noise impacts would be above the City's exterior noise level standard of 60 dBA CNEL for existing residential uses. Therefore, in addition to adhering to applicable City of Carlsbad Municipal Code requirements, the following noise reducing measures are recommended to reduce noise levels for nearby sensitive receptors during construction hours to the degree feasible: • Schedule construction activities to avoid operating several pieces of equipment simultaneously wherever feasible. • Equip all construction vehicles or equipment, fixed or mobile, operating within 1,000 feet of a residential use with properly operation and maintained mufflers. • Locate stockpiling and/or vehicle staging areas as far as practicable from residential structures. • 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. Install equipment and shielding 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. Long-term operational noise generated by the project would have a less than significant impact on the ambient noise environment since the proposed multi-family residences are compatible in scale and use with existing adjacent residential uses. Furthermore, operation of the project would adhere to the City's General Plan and Municipal Code noise standards. Therefore, no recommendations to reduce operational noise are provided for the project. OBNoise Study ( ( ' Background and Project Description 1 Background and 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 broadly 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. (Rincon) 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 0.86-acre (37,461 square feet) project site is located along Viejo Castilla Way, south of Navarra Drive and west of Pirineos Way. The site is bounded by Viejo Castilla Way to the east, multi-family residences to the north and west, and the La Costa Golf Course to the south. The site is 2.8 miles east of 1-5 and three miles southeast of the McClellan-Palomar Airport. The site consists of two parcels, which are currently undeveloped: Assessor's Parcel Numbers (APN) 216-170-1500 and 216- 170-1400. The project entails the construction of 26 residential units in five separate residential buildings on a vacant site. The total building floor area of the project would be 42,510 square feet. Figure 1 shows the regional location of the project site, Figure 2 shows the project site location and surrounding uses, and Figure 3 shows the proposed site plan. The two buildings in the southern portion of the site adjacent to the La Costa Golf Course would be three stories and would each be three 3-bedroom townhome units with a total floor area of 6,882 square feet and 6,801 square feet. The two central buildings would each consist of six 3-bedroom units and would have 9,230 square feet and 9,274 square feet of floor area. The central buildings would have three levels of living space over one level of parking and amenity space, which includes a proposed gym and lobby for residential use. The fifth building would be located in the northern portion of the project site and would have 10,323 square feet of floor area consisting of four 1-bedroom unit, one 2-bedroom unit, and three 3-bedroom units. Access Vehicular access to the site would be through two driveways off of Viejo Castilla Way, which would provide access to the garages and parking spaces under each of the buildings. The project would provide a total of 48 parking spaces, including 36 spaces within garages and 12 covered spaces. The covered spaces would include one ADA accessible space. OBNoise Study 2 ( Background and Project Description The main pedestrian access would be provided off Viejo Castilla Way through an entry lobby in the center building. Pedestrian access to the golf course would also be provided between buildings A and Bon the south side of the project site. Construction Project construction is expected to take approximately 18 months, commencing in 2019 and expected to be completed in 2021. Construction phases for the project would include site preparation and grading, building construction, paving, and architectural coatings. No blasting or pile driving would be necessary to construct the project. OBNoise Study 3 Marine Corps Base Camp Pendleton Oceanside Pacific Ocean 0 2.5 5 Miles I Imagery provided by Esrf and its licensars Cl 2018. * Project Location OBNoise Study N A 76 0 Los Angeles Background and Project Description 80 Ontario Riverside Anaheim Corona Santa Ana V Murrieta * Tljua • Marine Corps Air Station Mkamar Twffltynine Palms Cathedral City fnsenada Joshua Tree Notional Park --- 4 Background and Project Description Figure 2 Project Location OBNoise Study 5 Figure 3 Project Site Map [111 [I];> \,_ \ OBNoise Study Background and Project Description BUILDING C .lHllrllUIIOCN'MtM 1"1!:!lf\llUO,UW,O~ ON!L!\111.0l',wtCNl.Lmn 1....-cEONIJrffllfL.a'AL. 1MllllU-..UOF1"rfllV ..,...,,..,,_.,... """""""""""" BUILDING D tfl.,,,...NCII00lllll\NTI 'lfflH 1Mlft IEVIU o, I.NN> O'lllltONl~OIJPWIIIINQ. COliM.NTYGN•N:11.CN -""""' ll-111!1! l.lWI& 0, nP"I" --· _,.,_.. ------~- ---~ ~ ~ c I -1 P""'-~ .::::.::..___ .rMI------.:...;. Ps •• -I @ LACOSTA GOLF .f COURSE ·1 @ . A ··/ :, 6 ( C Fundamentals of Noise 2 Fundamentals of 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] 2018). The manner in which homes in California are constructed generally provides an exterior-to-interior noise reduction of about 20 to 25 dBA with closed windows (FTA 2018). In addition to 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 root mean squared (RMS) 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 p.m. to 7 a.m.) 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 OBNoise Study 7 C Fundamentals of Noise p.m. to 10 p.m. and a 10 dBA penalty for noise occurring from 10 p.m. to 7 a.m. Noise levels described by DNL and CNEL usually do not differ by more than 1 dBA. In practice, CNEL and DNL are used interchangeably. 2.2 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 existing residential uses. The closest residences are immediately adjacent to the north and west sides of project site, and approximately 65 feet east on the east side of Viejo Castilla Way. OBNoise Study 8 ( ( C City of Carlsbad Noise Criteria 3 City of Carlsbad Noise Criteria 3.1 City of Carlsbad General Plan Noise Element 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. Table 1 shows the noise regulations described in the City of Carlsbad Noise Element (2015), including the noise levels found acceptable for the proposed residential use. Table 1 Regulations and Plans Used to Implement the City of Carlsbad Noise Element Regulation Descr1pt1on California Noise Insulation Standards (California Code of Regulations, Title 24) The City of carlsbad Municipal Code and Noise Guidelines 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. 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) 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. 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. OBNoise Study 9 ( ( C City of Carlsbad Noise Criteria 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.1, the Community Noise Exposure Compatibility matrix in the Noise Element is used to determine whether a proposed land use is compatible with surrounding uses in terms of acceptable noise exposure. Table 2 indicates the community noise exposure compatibility levels for the proposed multi-family residential use. While Table 2 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 3. Table2 Community Noise Exposure Compatibility (DNL or Ldn, dB) L,md U,e Norrni!lly Cond1t1onally Normi!lly Clearly Acceptable Acceptilble Unc1ccept1ble Unacceptilble Residential- Multiple Family <65 60-70 70-75 Source: Adapted from Table 5-1 of the City of Carlsbad General Plan Noise Element (2015) Table 3 Allowable Noise Exposure ( dB A CNEL) 75+ land Use Outdoor Actrvrty Interior Spaces Residential Parks and Recreation Uses 60 65 Source: Adapted from Table 5-2 of the City of Carlsbad Noise Element (2015). OBNoise Study 45 so 10 ( C City of Carlsbad Noise Criteria 3.2 City of Carlsbad Noise Guidelines Manual The City's Noise Guidelines Manual (2013) is primarily intended to address community noise issues related to land use. The Noise Guidelines Manual provides summaries of the City's General Plan Noise Element policies and the science of noise, outlines procedures for processing projects, contains the City's preferred methods for noise mitigation, and presents the City's preferred noise report format. Typical conditions of approval pertaining to noise are also included in the Noise Guidelines Manual. The City's residential exterior noise level standard is 60 dBA CNEL and the interior noise level standard is 45 dBA CNEL when openings to the exterior of the residence are closed (Table 3). The Noise Guidelines Manual does not address noise issues generated by animals, parties and loud gatherings, motor vehicle, or general nuisance noise, for which the best resource is the Carlsbad Municipal Code Noise Ordinance (Carlsbad Municipal Code, Chapter 8.48). 3.3 City of Carlsbad Municipal Code The City of Carlsbad Municipal Code Chapter 8.48 outlines regulations for limitations of hours for construction activities that create disturbing, excessive, or offensive noise. Chapter 8.48.010 prohibits construction activities between 6 p.m. and 7 a.m. Monday through Friday, before 8 a.m. on Saturday, all day Sunday, and on any federal holiday. The City does not have an established quantitative threshold for construction noise. OBNoise Study 11 C C C Existing Conditions 4 Existing Conditions As shown in Figure 2, the project site is located on Viejo Castilla Way, approximately two miles east of the 1-5, one mile east of El Camino Real, and 650 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 approximately 300 feet south of the project site off Viejo Castilla Way and La Costa Avenue. The La Costa Golf Course is located directly adjacent to the southern boundary of the project site. As shown in Figure 5-2 Existing Noise Contours of the City's Noise Element, the project site is not located within any identified noise contours (60-65 CNEL, 65-70 CNEL, and 70+ CNEL). The most common source of noise in the project site vicinity is generated by traffic on the local roads of Viejo Castilla Way, Navarra Drive, and Pirineos Way. 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 traffic unless congestion substantially slows vehicle speeds. 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. However, the project site is outside of the Airport Influence Zone (San Diego County Airport Land Use Commission 2010). To determine ambient sound levels on and near the project site, two 15-minute sound level measurements were collected in the immediate vicinity and on the project site during the afternoon peak hour between 4:26 p.m. and 5:01 p.m. on October 31, 2018 using an ANSI Type II integrating sound level meter. Noise Measurement (NM) 1 was collected at the eastern project boundary along Viejo Castilla Way, with the intent to capture noise generated by traffic along Viejo Castilla Way and Navarra Drive. NM 2 was taken near the western boundary of the project site adjacent to an existing apartment complex, with the intent to capture ambient noise around existing residential buildings adjacent to the project site. Table 4 lists the ambient noise levels measured at the two locations and Figure 4 shows the sound level measurement locations. The noise levels are provided in Leq for a 15-minute measurement period (Leq[15]), and Lmin and Lmax are also provided. OBNoise Study 12 ( Existing Conditions . [)15tance to dBA CentC'rlinc of Measurement Measurement Leq dBA dBA Pr m1,1ry the VreJO Number Loc.it,on Sample Trmes [15] Lrrnn Lmax Norse Sourcp Castilla Way 1 2 Eastern boundary of the project site along Viejo Castilla Way Southwest corner of the project site adjacentto an apartment complex 4:26 -4:41 PM 4:46 -5:01 PM 56.7 40.6 79.1 43.6 35.1 55.7 Source: Rincon field visit on October 31, 2018 using ANSI Type II Integrating sound level meter. See Appendix A for noise monitoring data 1 leq was over a 15-minute period (Leq (151). Viejo Castilla Way Viejo Castilla Way 30feet 190feet As shown in Table 4, the sound levels measured on the project site ranged from 43.6 dBA Leq to 56.7 dBA Leq. The sound level collected at NMl captured traffic noise along Viejo Castilla Way, and is therefore higher than that of NM2. OBNoise Study 13 Figure 4 Noise Measurement Locations @ 0 Noise Measurement Locations Noise Measurement Site # and Decibal Levels 40 80 N A Feet OBNoise Study Existing Conditions 14 ( ( Methodology 5 Methodology 5.1 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. 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. CalEEMod is a comprehensive tool for quantifying air quality impacts from land use projects located throughout California and contains a default construction equipment list determined to be the most appropriate for specific land use changes. Information pertaining to project location, size/scale, and anticipated construction length were included in CalEEMod to generate the default equipment list (Appendix B). 5.2 Exterior and Interior Noise To determine ambient noise levels at the project site and at nearby sensitive receptors, Rincon collected two 15-minute sound level measurements during the evening on October 31, 2018 (Table 4 and Appendix A). 5.3 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 on October 31, 2018 (HUD 2018). HUD DNL modeling results are included in Appendix C. 5.4 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. Construction Noise Neither the City of Carlsbad Municipal Code nor the City's Noise Guidelines establishes a quantitative standard for allowable construction noise levels. However, Chapter 8.48 of the City's Municipal Code prohibits construction before 7 a.m. and after 6 p.m. on Monday through Friday, OBNoise Study 15 r \ Methodology 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. Exterior and Interior Noise Based on the City's allowable noise exposure levels shown in Table 3, the ambient exterior noise environment is normally acceptable for multi-family residences when exterior noise levels are 60 dBA CNEL or less. 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). 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, as shown in Table 3. 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. Exterior noise levels at parks and recreational use areas, such as the La Costa Golf Course, are acceptable up to 65 dBA CNEL. However, the lower standard of 60 dBA CNEL would apply to the project due to the existence of noise-sensitive residential uses. Off-site Traffic Noise The project would generate vehicle trips, thereby increasing traffic on area roadways. Existing traffic noise was estimated based on peak hour traffic counts collected by Rincon on October 31, 2018. An operational roadway noise exposure increase of 3 dBA or more is considered significant if the ambient existing noise environment is 55 dBA Leq to 60 dBA Leq (FTA 2018). Therefore, project- generated traffic noise that would result in an increase of 3 dBA or more would be considered a significant impact, based on noise level measurements collected for the project (shown in Table 4). OBNoise Study 16 Future Conditions 6 Future Conditions 6.1 Temporary Construction Noise Impacts Project construction would include site preparation and grading, building construction, paving, architectural coating, and landscaping. Construction activity is expected to occur over a maximum period of 18 months. Existing uses immediately adjacent to the project site include multi-family residences to the north and west, multi-family residences to the east across Viejo Castilla Way, and a portion of the La Costa Golf Course to the south. A list of typical peak noise levels associated with common types of heavy construction equipment is available in Appendix 8. The type of equipment utilized during each phase was based on defaults in CalEEMod. 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 approximately 100 and 140 feet from the center of the project site. Although the nearest multi-family residences are 10 feet from the eastern and northern boundaries of the project site, measuring the noise generation 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 on the site. 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 operate near a given location at any particular time. Therefore, Table 5 represents a conservative average estimate of noise levels generated during different phases of project construction at 50 feet from the center of the project site (source of construction generated noise), 100 feet from the center of the site to multi-family residences located to the north and west, and 140 feet from the center of the site to multi-family residences located to the east. Table 5 Noise Levels during Construction Phases Average Estimated Noise (dBA Leq) Construction Phase Equipment ''t ·, . • " Site Preparation Grader, Tractor, Backhoes 82 76 73 Grading Concrete/Industrial Saw, Dozer, Tractors, Backhoes 86 80 75 Building Crane, Forklifts, Tractor, Backhoe 82 76 73 Construction Paving Cement and Mortar Mixers, Paver, Roller, Backhoe 83 77 73 Architectural Air Compressor 74 68 65 Coating Source: Federal Highway Administration. Roadway Construction Noise Model (2006) See Appendix B for RCNM data sheets. OBNoise Study 17 (. Future Conditions As shown in Table 5, construction noise could be as high as 80 dBA Leq at the nearest adjacent residential property (100 feet to the north and west from the center of the project site), which is an audible increase of approximately 23 to 36 dBA above ambient noise levels. Construction noise would occur intermittently during grading and building construction. Some construction activities would occur inside the new buildings, which would reduce construction noise. The applicant would be required to comply with the construction hour restrictions of Chapter 8.48 of the City of Carlsbad Municipal Code, which prohibits construction before 7 a.m. and after 6 p.m. Monday through Friday, before 8 a.m. on Saturday, all day Sunday, and on federal holidays. Construction noise would be well above the City's exterior noise level standard of 60 dBA CNEL for residential uses and ambient noise conditions. Therefore, 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. • Equip all construction vehicles or equipment, fixed or mobile, operating within 1,000 feet of a residential use with properly operation and maintained mufflers. • Locate stockpiling and/or vehicle staging areas as far as practicable from residential structures. • 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. Install equipment and shielding 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. Construction noise would adhere to the City of Carlsbad Municipal Code Chapter 8.48 and implementation of the above construction noise reducing measures would reduce temporary construction noise to the maximum degree feasible. 6.2 Exterior and Interior Noise Exposure Sound level measurements taken on the site {Table 4) show an existing ambient noise level between 43.6 dBA Leq and 56.7 dBA Leq. The existing ambient noise level is below the City's 60 dBA CNEL standard for exterior noise in residential areas. In suburban areas where traffic is the predominant noise source, the peak hour noise level {dBA) is typically roughly equivalent to the DNL. The project site plan indicates outdoor decks for the proposed residential units. Decks facing outward from the project site onto Viejo Castilla Way would not expose residents to exterior noise levels greater than the normally acceptable range for multi-family residential uses, based on the existing ambient noise measurements collected at the project site. 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 2018). Therefore, OBNoise Study 18 C Future Conditions proposed buildings would experience an interior noise level up to approximately 31.7 dBA CNEL, and proposed multi-family residences would not experience interior noise in excess of the 45 dBA CNEL standard. 6.3 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 multi-family residential use is similar to and compatible in scale with the existing multi- family residential buildings in the project site vicinity. Furthermore, the project includes amenities such as an indoor lobby and gym for residential use. Noise generated from use of the lobby and gym would be contained indoors. In addition, all on-site uses would be subject to City General Plan and Municipal Code noise standards. Therefore, operation of the proposed project would not result in a substantial noise increase on the project site or vicinity. 6.4 Off-Site Traffic Noise Impacts The proposed project would generate new vehicle trips and increase traffic on area roadways. New vehicle trips generated by the project were estimated based on CalEEMod, which is determined based on trip rates from the Institute of Transportation Engineers Common Trip Generation Rates Manual, 9th Edition. CalEEMod provides an estimate of residential trip types based on the project location, project land use, and the number of proposed residential units. Estimates for weekday and weekend project trips were provided in CalEEMod. However, this analysis only considers the weekday trip rates, which were higher than estimated weekend trip rates for the project. According to CalEEMod, the project would generate approximately 173 weekday daily trips. This number is slightly higher than the City's trip generation estimate (6 daily trips per multi-family unit; 6 trips x 26 proposed units = 156 daily project trips). Therefore, the project trips estimated from CalEEMod used in this analysis provide a conservative assessment of off-site traffic noise impact. The project would generate approximately 173 weekday daily trips. To assess direct roadway noise increases caused by the project, traffic noise along Viejo Castilla Way was modeled under existing and existing plus project conditions using the HUD DNL Calculator. Traffic counts taken by Rincon on October 31, 2018 and the estimated number of new trips generated by the project (based on CalEEMod estimates) were included in model calculations. The vehicle fleet mix was based on the non-truck route traffic mix provided in Appendix C, Vehicular Noise Assessment, of the City's Noise Guidelines Manual. Table 6 compares existing traffic noise on Viejo Castilla Way to traffic noise with project-generated traffic. Noise Study 19 Future Conditions Table 6 Comparison of Existing and Estimated Traffic Volumes and Noise Noise Level (dBA CNEL)1 Change in Noise LPvel Roadway Segment Existing ADT'' Estimated Project ADT' Existing [lj Existing Plus Project [2] [2] -[ l] Significant? Viejo Castilla Way 1,919 173 57.5 58.1 Source: HUD DNL Calculator (2018) 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. ' Project-generated ADT taken from CalEEMod. See Appendix C for HUD DNL Calculator data sheets. 0.6 No Project-generated traffic would result in a 0.6 dBA CNEL increase along Viejo Castilla Way, which is below the FT A's level of significance of a 3 dBA increase for roadway noise exposure. OBNoise Study 20 I \ ( C: Conclusions 7 Conclusions The proposed project would generate both temporary construction-related noise and long-term noise associated with operation of the project. The proposed project would be required to limit construction hours according to Chapter 8.48 of the Carlsbad Municipal Code. However, construction noise would be above the City's exterior noise level standard of 60 dBA CNEL for existing residential uses. Therefore, in addition to adhering to applicable Municipal Code requirements, noise reducing measures as described in Section 6.1 are recommended to be implemented. Long-term operational noise generated by the project would have a less than significant impact on the ambient noise environment since the proposed multi-family residences are compatible in scale and use with existing adjacent residential uses. Furthermore, operation of the project would adhere to the City's General Plan and Municipal Code noise standards. Therefore, no recommendations to reduce operational noise are provided for the project. OBNoise Study 21 ( \. ( References 8 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 November 2018). California Green Building Standards (CALGreen Code). Project Submittal Guideline: CALGreen Code. https://www.documents.dgs.ca.gov/dsa/pubs/gl 4.pdf. (accessed November 2018). Carlsbad, City of. 2013. City of Carlsbad Noise Guidelines Manual. http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?Blob1D=24094. (accessed November 2018). __ . 2015. City of Carlsbad General Plan, Noise Element. September 22, 2015. http://www.carlsbadca.gov/civicax/filebank/blobdload.aspx?Blob1D=24093 (accessed November 2018). __ . 2017a. Carlsbad Municipal Code. http://www.gcode.us/codes/carlsbad/ (accessed November 2018). __ . 2017b. General Plan Land Use Map. February 2017. http:ljwww.carlsbadca.gov/civicax/filebank/blobdload.aspx?Blob1D=24082 (accessed November 2018). 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 November 2018). Federal Transit Administration (FTA).2018. Transit Noise and Vibration Impact Assessment. https:ljwww.transit.dot.gov/sites/fta.dot.gov/files/docs/research- innovation/118131/transit-noise-and-vibration-impact-assessment-manual-fta-report-no- 0123 0.pdf. (accessed November 2018). San Diego County Airport Land Use Commission. 2010. McClellan-Palomar Airport Land Use Compatibility Plan. March 4, 2010. http:ljwww.ci.oceanside.ea.us/civicax/filebank/blobdload.aspx?blobid=24907. (accessed November 2018). U.S. Department of Housing and Urban Development (HUD). 2018. Exchange Day/Night Noise Level (DNL) Calculator. https://www.hudexchange.info/environmental-review/dnl-calculator/. (accessed November 2018). 0BNoise Study 22 ( Appendix A ( Noise Measurement Data ( ( Measurement 1 East boundary of site, along Viejo location: Castilla Way Start: 16:26 Stop: 16:41 Weather: Daytime -Sunny <20% Temp: Wind: Primary Noise Source: Traffic along Viejo Castilla Way Distance: 30 ft from centerline Secondary Noise Source: Garbage truck, cars parking Person in vehicle talking on phone through car speakers for duration of measurement. Windows were Notes: up, but conversation still audible. leq: 56.7 lmin: 40.6 lmax: 79.1 Peak: 91.3 l(10): 59.1 l(SO): 46.7 l(90): 43.1 l(95): 42.7 Cars: 46 light Trucks: 1 Heavy Trucks: 2 Response: Fast Weighting: A Calibrated Start: 94.0 calibrated Stop: 93.9 Measurement 2 location: NW of Gibraltar St & Romeria St Start: 16:46 Stop: 17:01 Weather: Daytime -Light (20-80%) Temp: Wind: Primary Noise Source: Traffic along Viejo Castilla Way Distance: 190 ft from centerline Secondary Noise Source: Wildlife (birds) 11 min mark: person talking on Notes: balcony in adjacent building leq: 43.6 lmin: 35.1 lmax: 55.7 Peak: -- l(10): 46.5 l(SO): 42.3 l(90): 38.3 l(95): 37.7 Cars: 57 light Trucks: O Heavy Trucks: O Response: Fast Weighting: A Calibrated Start: 94.0 Calibrated Stop: 94.0 Freq weight: A Time weight: FAST Level Range : 40-100 Max dB: 79.1 -2018/10/31 16:32:13 Level Range: 40-100 SEL: 86.2 Leq : 56. 7 NO.S Date Time 1 2018/10/31 16:26:15 2 2018/10/31 16:26:16 3 2018/10/31 16:26:17 4 2018/10/3116:26:18 5 2018/10/31 16:26:19 6 2018/10/3116:26:20 7 2018/10/3116:26:21 8 2018/10/3116:26:22 9 2018/10/3116:26:23 10 2018/10/31 16:26:24 11 2018/10/31 16:26:25 12 2018/10/31 16:26:26 13 2018/10/3116:26:27 14 2018/10/3116:26:28 15 2018/10/31 16:26:29 16 2018/10/31 16:26:30 17 2018/10/31 16:26:31 18 2018/10/31 16:26:32 19 2018/10/3116:26:33 20 2018/10/3116:26:34 21 2018/10/31 16:26:35 22 2018/10/31 16:26:36 23 2018/10/31 16:26:37 24 2018/10/31 16:26:38 25 2018/10/3116:26:39 26 2018/10/3116:26:40 27 2018/10/3116:26:41 28 2018/10/31 16:26:42 29 2018/10/3116:26:43 30 2018/10/3116:26:44 31 2018/10/31 16:26:45 32 2018/10/3116:26:46 33 2018/10/3116:26:47 34 2018/10/3116:26:48 35 2018/10/3116:26:49 36 2018/10/3116:26:50 37 2018/10/31 16:26:51 38 2018/10/31 16:26:52 39 2018/10/3116:26:53 40 2018/10/3116:26:54 41 2018/10/31 16:26:55 42 2018/10/31 16:26:56 43 2018/10/31 16:26:57 44 2018/10/31 16:26:58 45 2018/10/31 16:26:59 46 2018/10/3116:27:00 47 2018/10/31 16:27:01 48 2018/10/31 16:27:02 49 2018/10/3116:27:03 50 2018/10/31 16:27:04 51 2018/10/31 16:27:05 52 2018/10/31 16:27:06 53 2018/10/3116:27:07 54 2018/10/3116:27:08 55 2018/10/31 16:27:09 56 2018/10/31 16:27:10 57 2018/10/31 16:27:11 58 2018/10/31 16:27:12 59 2018/10/31 16:27:13 60 2018/10/31 16:27:14 61 2018/10/3116:27:15 62 2018/10/3116:27:16 63 2018/10/3116:27:17 64 2018/10/3116:27:18 65 2018/10/3116:27:19 66 2018/10/31 16:27:20 67 2018/10/31 16:27:21 68 2018/10/31 16:27:22 69 2018/10/31 16:27:23 70 2018/10/3116:27:24 71 2018/10/31 16:27:25 72 2018/10/31 16:27:26 73 2018/10/31 16:27:27 74 2018/10/31 16:27:28 75 2018/10/3116:27:29 76 2018/10/31 16:27:30 77 2018/10/3116:27:31 78 2018/10/3116:27:32 79 2018/10/3116:27:33 80 2018/10/31 16:27:34 81 2018/10/31 16:27:35 82 2018/10/31 16:27:36 83 2018/10/3116:27:37 84 2018/10/3116:27:38 85 2018/10/3116:27:39 (dB) 43.1 42.0 44.5 42.3 42.9 44.3 44.2 45.8 46.4 46.9 48.7 48.5 48.0 46.5 47.6 47.6 47.7 48.0 48.4 50.6 51. 5 51.3 50.1 46.1 51.8 51.0 45.5 43.8 43.9 43.5 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weight: FAST Level Range : 40-100 Max dB: 55.7 -2018/10/3116:46:54 Level Range : 40-100 SEL: 73.l Leq : 43.6 NO.S Date Time 1 2018/10/3116:46:53 2 2018/10/3116:46:54 3 2018/10/3116:46:55 4 2018/10/31 16:46:56 5 2018/10/31 16:46:57 6 2018/10/31 16:46:58 7 2018/10/31 16:46:59 8 2018/10/31 16:47:00 9 2018/10/31 16:47:01 10 2018/10/31 16:47:02 11 2018/10/31 16:47:03 12 2018/10/31 16:47:04 13 2018/10/31 16:47:05 14 2018/10/31 16:47:06 15 2018/10/31 16:47:07 16 2018/10/31 16:47:08 17 2018/10/3116:47:09 18 2018/10/31 16:47:10 19 2018/10/31 16:47:11 20 2018/10/31 16:47:12 21 2018/10/31 16:47:13 22 2018/10/31 16:47:14 23 2018/10/31 16:47:15 24 2018/10/31 16:47:16 25 2018/10/31 16:47:17 26 2018/10/31 16:47:18 27 2018/10/3116:47:19 28 2018/10/31 16:47:20 29 2018/10/31 16:47:21 30 2018/10/31 16:47:22 31 2018/10/31 16:47:23 32 2018/10/3116:47:24 33 2018/10/3116:47:25 34 2018/10/3116:47:26 35 2018/10/3116:47:27 36 2018/10/3116:47:28 37 2018/10/31 16:47:29 38 2018/10/31 16:47:30 39 2018/10/3116:47:31 40 2018/10/3116:47:32 41 2018/10/31 16:47:33 42 2018/10/31 16:47:34 43 2018/10/3116:47:35 44 2018/10/3116:47:36 45 2018/10/3116:47:37 46 2018/10/31 16:47:38 47 2018/10/31 16:47:39 48 2018/10/31 16:47:40 49 2018/10/31 16:47:41 50 2018/10/31 16:47:42 51 2018/10/3116:47:43 52 2018/10/3116:47:44 53 2018/10/31 16:47:45 54 2018/10/3116:47:46 55 2018/10/31 16:47:47 56 2018/10/31 16:47:48 57 2018/10/31 16:47:49 58 2018/10/31 16:47:50 59 2018/10/31 16:47:51 60 2018/10/3116:47:52 61 2018/10/3116:47:53 62 2018/10/3116:47:54 63 2018/10/3116:47:55 64 2018/10/31 16:47:56 65 2018/10/31 16:47:57 66 2018/10/31 16:47:58 67 2018/10/31 16:47:59 68 2018/10/31 16:48:00 69 2018/10/31 16:48:01 70 2018/10/31 16:48:02 71 2018/10/3116:48:03 72 2018/10/3116:48:04 73 2018/10/3116:48:05 74 2018/10/3116:48:06 75 2018/10/3116:48:07 76 2018/10/3116:48:08 77 2018/10/3116:48:09 78 2018/10/3116:48:10 79 2018/10/3116:48:11 80 2018/10/31 16:48:12 81 2018/10/31 16:48:13 82 2018/10/31 16:48:14 83 2018/10/3116:48:15 84 2018/10/3116:48:16 85 2018/10/31 16:48:17 (dB) 53.6 52.9 46.8 44.3 50.4 43.6 42.2 44.1 42.4 40.5 42.3 42.5 46.9 44.0 44.2 43.8 47.4 45.3 43.9 42.6 43.1 42.9 43.1 42.9 42.5 42.2 44.2 43.1 42.6 43.4 41.9 43.2 41.9 41.8 40.1 39.0 39.2 39.2 38.3 38.9 37.8 38.6 36.5 43.9 48.0 47.7 38.0 39.0 37.7 38.1 40.4 42.0 44.2 44.6 45.8 51.1 47.5 44.0 44.0 43.3 45.5 49.2 44.7 45.8 45.1 44.5 47 .0 44.3 43.2 43.9 43.2 47.7 47.1 40.7 39.9 40.8 40.3 39.6 49.0 50.9 45.1 40.0 40.3 40.0 40.2 86 2018/10/31 16:48:18 40.2 87 2018/10/31 16:48:19 39.7 88 2018/10/31 16:48:20 49.3 89 2018/10/3116:48:21 45.8 90 2018/10/31 16:48:22 40.7 91 2018/10/31 16:48:23 40.4 92 2018/10/31 16:48:24 40.6 93 2018/10/31 16:48:25 40.9 c:_ 94 2018/10/31 16:48:26 40.9 95 2018/10/31 16:48:27 42.1 96 2018/10/31 16:48:28 42.7 97 2018/10/31 16:48:29 42.5 98 2018/10/31 16:48:30 43.0 99 2018/10/31 16:48:31 42.9 100 2018/10/31 16:48:32 45.2 101 2018/10/31 16:48:33 44.3 102 2018/10/31 16:48:34 45.3 103 2018/10/3116:48:35 43.4 104 2018/10/31 16:48:36 42.6 105 2018/10/31 16:48:37 44.4 106 2018/10/31 16:48:38 44.3 107 2018/10/31 16:48:39 43.8 108 2018/10/3116:48:40 45.8 109 2018/10/31 16:48:41 46.5 110 2018/10/31 16:48:42 46.1 111 2018/10/31 16:48:43 45.9 112 2018/10/31 16:48:44 45.0 113 2018/10/31 16:48:45 45.1 114 2018/10/3116:48:46 45.5 115 2018/10/31 16:48:47 47.2 116 2018/10/3116:48:48 46.1 117 2018/10/31 16:48:49 47.5 118 2018/10/3116:48:50 47.7 119 2018/10/31 16:48:51 47.3 120 2018/10/31 16:48:52 47.7 121 2018/10/31 16:48:53 45.5 122 2018/10/31 16:48:54 44.4 123 2018/10/31 16:48:55 43.7 124 2018/10/31 16:48:56 43.5 125 2018/10/3116:48:57 43.0 126 2018/10/31 16:48:58 44.4 127 2018/10/31 16:48:59 44.1 128 2018/10/31 16:49:00 43.3 129 2018/10/31 16:49:01 42.2 130 2018/10/31 16:49:02 42.2 131 2018/10/31 16:49:03 41.0 132 2018/10/31 16:49:04 41.2 133 2018/10/31 16:49:05 41.1 C 134 2018/10/31 16:49:06 40.3 135 2018/10/31 16:49:07 42.7 136 2018/10/31 16:49:08 41.9 137 2018/10/31 16:49:09 41.3 138 2018/10/3116:49:10 40.2 139 2018/10/3116:49:11 39.8 140 2018/10/31 16:49:12 39.3 141 2018/10/31 16:49:13 38.2 142 2018/10/31 16:49:14 37.9 143 2018/10/31 16:49:15 38.6 144 2018/10/31 16:49:16 37.6 145 2018/10/31 16:49:17 37.9 146 2018/10/31 16:49:18 37 .o 147 2018/10/3116:49:19 36.7 148 2018/10/31 16:49:20 37.6 149 2018/10/31 16:49:21 37.9 150 2018/10/3116:49:22 38.7 151 2018/10/31 16:49:23 39.0 152 2018/10/3116:49:24 38.9 153 2018/10/3116:49:25 38.6 154 2018/10/3116:49:26 40.7 155 2018/10/31 16:49:27 39.7 156 2018/10/31 16:49:28 42.7 157 2018/10/31 16:49:29 41.3 158 2018/10/31 16:49:30 38.4 159 2018/10/31 16:49:31 38.1 160 2018/10/3116:49:32 37.9 161 2018/10/31 16:49:33 38.9 162 2018/10/31 16:49:34 37.9 163 2018/10/31 16:49:35 41.6 164 2018/10/31 16:49:36 38.7 165 2018/10/31 16:49:37 38.6 166 2018/10/3116:49:38 38.2 167 2018/10/3116:49:39 37.8 168 2018/10/3116:49:40 44.8 169 2018/10/3116:49:41 40.4 170 2018/10/31 16:49:42 38.4 171 2018/10/3116:49:43 37.8 172 2018/10/3116:49:44 37.5 ,-, 173 2018/10/31 16:49:45 38.3 \, 174 2018/10/31 16:49:46 38.8 175 2018/10/3116:49:47 37.3 176 2018/10/3116:49:48 40.1 177 2018/10/3116:49:49 38.2 178 2018/10/31 16:49:50 44.3 179 2018/10/31 16:49:51 40.2 180 2018/10/31 16:49:52 38.9 181 2018/10/3116:49:53 39.5 182 2018/10/3116:49:54 41. 3 183 2018/10/3116:49:55 40.4 184 2018/10/31 16:49:56 41.3 185 2018/10/31 16:49:57 42.8 186 2018/10/31 16:49:58 42.6 187 2018/10/31 16:49:59 43.1 188 2018/10/31 16:50:00 41.4 189 2018/10/31 16:50:01 39.1 190 2018/10/31 16:50:02 40.6 191 2018/10/31 16:50:03 43.2 192 2018/10/31 16:50:04 38.4 c~ 193 2018/10/31 16:50:05 39.0 194 2018/10/31 16:50:06 39.6 195 2018/10/31 16:50:07 39.3 196 2018/10/31 16:50:08 38.3 197 2018/10/31 16:50:09 37.6 198 2018/10/31 16:50:10 37.1 199 2018/10/31 16:50:11 37.2 200 2018/10/31 16:50:12 38.1 201 2018/10/31 16:50:13 38.8 202 2018/10/3116:50:14 39.0 203 2018/10/31 16:50:15 40.5 204 2018/10/31 16:50:16 42.6 205 2018/10/3116:50:17 43.3 206 2018/10/3116:50:18 43.4 207 2018/10/31 16:50:19 44.8 208 2018/10/31 16:50:20 45.8 209 2018/10/31 16:50:21 48.4 210 2018/10/3116:50:22 50.0 211 2018/10/31 16:50:23 48.1 212 2018/10/31 16:50:24 48.3 213 2018/10/31 16:50:25 48.5 214 2018/10/31 16:50:26 46.8 215 2018/10/3116:50:27 45.4 216 2018/10/3116:50:28 45.8 217 2018/10/3116:50:29 46.6 218 2018/10/3116:50:30 46.4 219 2018/10/31 16:50:31 45.6 220 2018/10/31 16:50:32 46.3 221 2018/10/3116:50:33 46.7 222 2018/10/3116:50:34 47.1 223 2018/10/3116:50:35 45.9 224 2018/10/3116:50:36 45.8 225 2018/10/3116:50:37 45.8 226 2018/10/3116:50:38 44.8 227 2018/10/3116:50:39 44.7 228 2018/10/31 16:50:40 42.3 229 2018/10/3116:50:41 42.7 230 2018/10/3116:50:42 43.3 231 2018/10/3116:50:43 43.3 232 2018/10/3116:50:44 42.1 C 233 2018/10/31 16:50:45 42.2 234 2018/10/31 16:50:46 41.7 235 2018/10/31 16:50:47 41.1 236 2018/10/31 16:50:48 40.4 237 2018/10/3116:50:49 40.3 238 2018/10/31 16:50:50 40.3 239 2018/10/31 16:50:51 39.2 240 2018/10/31 16:50:52 39.7 241 2018/10/31 16:50:53 40.5 242 2018/10/31 16:50:54 41.9 243 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C 867 2018/10/3117:01:19 45.0 868 2018/10/31 17:01:20 45.9 869 2018/10/3117:01:21 45.3 870 2018/10/31 17:01:22 43.8 871 2018/10/31 17:01:23 42.1 872 2018/10/31 17:01:24 43.7 873 2018/10/3117:01:25 42.3 874 2018/10/31 17:01:26 43.0 875 2018/10/31 17:01:27 43.6 876 2018/10/31 17:01:28 46.4 877 2018/10/31 17:01:29 45.5 878 2018/10/31 17 01 30 45.2 879 2018/10/3117 01 31 43.8 880 2018/10/3117 01 32 44.7 881 2018/10/31 17 01 33 42.2 882 2018/10/3117 01 34 42.6 883 2018/10/31 17 01 35 42.6 884 2018/10/31 17 01 36 42.0 885 2018/10/3117 01 37 42.4 r··· 886 2018/10/3117 01 38 43.8 887 2018/10/3117 01 39 43.8 ""-·· 888 2018/10/3117 01 40 42.2 889 2018/10/31 17 01 41 42.6 890 2018/10/3117 01 42 40.4 891 2018/10/3117 01 43 39.2 892 2018/10/31 17 01 44 39.5 893 2018/10/31 17 01 45 39.4 894 2018/10/31 17 01 46 39.4 895 2018/10/31 17 01 47 38.8 896 2018/10/3117 01 48 39.7 897 2018/10/3117 01 49 40.3 898 2018/10/3117 01 50 40.5 899 2018/10/31 17 01 51 40.2 900 2018/10/31 17 01 52 38.7 Appendix B FHWA Roadway Construction Noise Model (RCNM) Equipment List and Modeling Data ( c: ( Federal Transit Administration Transit Noise and Vibration Impact Assessment Manual, September 2018 FT A Report No. 0123, https://www.transit.dot.gov/sites/fta .dot.gov /files/ docs/research- in novation/118131/tra nsit-noise-a nd-vi bration-i mpact-assessment-manual-fta-report-no-0123 0.pdf Table 7-1. Construction Equipment Noise Emission Levels Equipment Typical Noise Level SO ft from Source, d8A Air Compressor 80 Backhoe 80 Ballast Equalizer 82 Ballast Tamper 83 Compactor 82 Concrete Mixer 85 Concrete Pump 82 Concrete Vibrator 76 Crane, Derrick 88 Crane, Mobile 83 Dozer 85 C Generator 82 Grader 85 Impact Wrench 85 Jack Hammer 88 Loader 80 Paver 85 Pile-driver (Impact) 101 Pile-driver (Sonic 95 Pneumatic Tool 85 Pump 77 Rail Saw 90 Rock Drill 95 Roller 85 Saw 76 Scarifier 83 Scraper 85 Shovel 82 Spike Driver 77 Tie Cutter 84 Tie Handler 80 Tie Inserter 85 Truck 84 tblOffRoadEquipment ( Construction Equipment-Default from CalEEMod 2016.3.2 Phase Equipment Type Quantity 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 c· Page 1 CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 28 Date: 11/14/2018 4:34 PM Resort View -San Diego County, Annual Resort View San Diego County, Annual 1.0 Project Characteristics 1.1 Land Usage I.SldU-1 Size l MIIIJic l lotAaeage 1 Floor Simce Area I Papuallon ................... ?.~'. .. ~~.~'.'.'.'..~.~~'.'.'.'.'.:~ ................... L .................................. ~.:~~.................................... Acre 0.1a 7.840.80 1 ............... ~ .................. . Apartments Mid Rise : 26.00 Dwelling Un~ 0.68 26,000.00 i 74 ' i 1.2 Other Project Characteristics Urbanization CllmateZone Utlllty Company CO2 Intensity (lb/MWhr) Urban 13 San Diego Gas & Electric 720.49 Wind Speed (mis) CH4 Intensity (lb/MWhr) 1.3 User Entered Comments & Non-Default Data Project Characteristics - Land Use - Construction Phase • TableName 2.0 Emissions Summary CcumName 2.6 0.029 Preclpltatlon Freq (Days) Operational Year N20 Intensity (lb/MWhr) Default Value 40 2020 0.006 NewValle CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 28 Date: 11/14/2018 4:34 PM Resort View -San Diego County, Annual Phase Name 01froad E~ Type Amount UsageHours HorsePove Load Factor Site Preparation Graders 8.00 187 0.41 .......... _,,............................................................. . ................................... . Site Preparation i-------=-----t----------:;r---"""j;~J·············-·············-·-~····································· •·········································································· Grading Tractors/Loaders/Backhoes Concrete/Industrial Saws 8.00 8.00 97 81 0.37 0.73 ························· ................................................. ._ ____________ --t ________ -+ _____ _ -Grading .......................................................................... t---------------t----------+---Rubber Tired Dozers 1.00 I ---247 0.40 Grading Tractors/Loaders/Backhoes 21 6.00 97 0.37 ,... ____ ................................................. ._--------------t---------+------Buiding Construction Cranes .......................................................................... t---------------t----------+---4.00 I ---231 0.29 Building Construction ·················-··········· .... ··························· .. ···········._--------------t----------+--- ForkHns 21 6.00 ---89 0.20 Building Construction Paving Tractors/Loaders/Backhoes .......................................................................... t---------------t----------+--- Cement and Mortar Mixers ··················-·········· .. ··············· .. ·························._--------------t---------+--- 21 8.00 --- 41 6.00 --- 97 9 0.37 0.56 Paving Plllll!rs 7.00 130 0.42 .......................................................................... t---------------t----------+------Paving Rollers 7.00 80 0.38 .......................................................................... ._--------------t---------+------Paving Tractors/Loaders/Backhoes 7.00 97 0.37 .......................................................................... t---------------t----------+------Architectural Coating jAlr Compressors 6.00 78 0.48 Trips and VMT PhaseName Offroad Equlpmenl I Worker Trip I VendcrTrlp IHIUlng Trip I WOlkerTrlp I Vendor Trip I Heulng Trip I WorkerVlhlcle I Vendor I Hdlg Counl Number Number Number Lengll Langlh Length Clan Vehlcle Clan Vlhlele Clas Site Preparation 21 5.001 0.001 0.001 10.801 7.301 20.00ILD_Mix HDT_Mix iHHDT Grading ·- ··········································+--------1-----+ Building Construction 41 10.001 0.001 0.001 10.801 -··<::1•···········-::::: .......................... LD_Mix HDT_Mix HHDT .......................... SI 22.001 4.001 o.ool 10.801 LD_Mix HDT_Mix HHDT .......................................... 4--------1-------+-----1-----t------li------1 Paving ··········································+--------!--Architectural Coating 18.001 0.001 0.001 10.801 7.301 ............... . ......................... 7 20.00 LD_Mix HDT_Mix HHDT _ ...... . ..... ,, ..... 1 10.80\ 20.00\LD_Mix HDT_Mix HHDT 4.00 0.00 0.00 7.30 3.1 Mitigation Measures Construction CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 28 Date: 11/14/2018 4:34 PM 4.1 Mitigation Measures Mobile ROG l NOx co 602 cateoo<Y Resort View -San Diego County, Annual Fugl!M I E>hauol PM10 PM10 IDnl/yr PM10 Total F= 1 =' 1PML5T, _CO2 1-C02r-C02 MT/yr CH4 N20 C02e ........ :.'.i::.: ..... J 0.0558 0.2502 0.6710 2.1: 0.1819 2.~.. 0.1841 0.0487 ! 2.c:~--! 0.0508 l .... ~.·.: .... 201.2015 201.20151 0.0109 I 0.0000 1201.4751 I Unmitigated li 0.0558 0.2502 0.6710 2.1900&-0.1819 2.2000... 0.1841 0.0487 i 2.06000-i 0.0508 ; 0.0000 201.2015 201.2015 ~ 003 003 [003 1 i 0.0109 0.0000 4.2 Trip Summary Information I A"9111118 Dallv Trip RalB I I Mlllallecl Land IJle I Weekdlly I ~ ISundsf I AnnllllVMT I AmulllVMT ............. o't-~~~~~~·············· 1~~~~0 I 1~~· I ······!ii.~~:-······+·······················~·~:~ ........................ t ........................... ~~:.~ .......................... . Total I 172.90 I 166.14 I 152.36 I 482,546 I 482,546 4.3 Trip Type Information Mias Trip% Trip Pu,Jloee % Land Use H-WorC-W l ~orc-c IH-OorC-NW I 1-1-vv.:c-1 H-SorC-C I ~orC-NW Prmary I Oivelted I P•HIY Apartments Mid Rise ! 10.80 7.30 ............................. , .·······················, Other Asphat Surfaces 9.50 i 7.30 i 4.4 Fleet Mix 7.50 7.30 41 .60 .. J ...... 1s.so .... J ........ 3s.so ...... J ............ ss ............ f ............ , , ........... ,i. .................... 3 ................... . 0.00 i 0.00 i 0.00 l 0 l 0 l 0 201.4751 CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 28 Date: 11/14/2018 4:34 PM Resort View -San Diego County, Annual laidUse LDA LDT! LDT2 MDV LHD1 LHD2 MHO HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise ! 0.588316j 0.042913 0.1844491 0.110793 0.017294 I 0.005558 0.015534, 0.023021 0.0019021 0.002024 0.006181 ! 0.000745 0.001271 .................................................................................... f----+------------+----+----+----+-----!---~f------!-----' Other Asphalt Surfaces ! 0.588316f 0.042913i 0.184449i 0.110793i 0.017294i 0.005558i 0.015534i 0.023021 ! 0.001902! 0.002024[ 0.006181 [ 0.000745[ 0.001271 : ; ; l L ____ _l___ __L___ : l : i 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG I NOx I CO I 802 I Fugitllle I Eld,-I PM10 I Fugitive I Exhaust IPM2.5Tolall lllo-C02 IN8io-C021 Tota1C02I CH4 I N20 I c02e PM10 PM10 Total PMZ.5 PMU ~ ~ I ~ Electrici1Y r, 0.0000 0.0000 0.0000 0.0000 I 0.0000 34.0300 34.0300 1.3700e-2.8000e-I 34.1487 Mitigated ~ l 003 004 ,: I ei;;;icii;·······:1 0.0000 0.0000 0.0000 0.0000 : .. ·,i.ooiiii ... 34.0300 34.0300 1.3700e-2.8oooe-I 3-4.1487 Unmitigated :~ : 003 004 ,: . ·····;;;;;;;;;;;;G;;;······~ 1.0400e-8.9000e-3.7900e-6.0000e-7.2000e-) 7.2000&-7.2000&-7.2000e-: .... ii.0000··· 10.3071 10.3071 2.0000e-1.9000&-I 10.3683 Mitigated :l 003 003 003 005 004 i 004 004 004 : 004 004 ,: . . ·····N~i;;;;;;c;~~······~ 1.04000-8.900oe-3.7900e-s.0000e-1.2000e-1.2000... 1.20000-1.20000-: .... ii.'oooo··· 10.3011 10.3011 2.00000-1.9oooe-l 10.3683 Unmitigated Ii 003 003 003 005 004 004 004 004 : 004 004 , !; ! ;: (~ Report date: case Description: Description Conservative -On Site Description Grader Backhoe Equipment Grader Backhoe 11/26/2018 Resort View -Site Prep Land Use Residential Total Description Land Use Multi-family Residential to north, Residential Description Grader Backhoe Equipment Grader Backhoe Total Description Land Use Multi-family Residential to east Residential r-.... ' Roadway Construction Noise Model (RCNM),Version 1.1 --Receptor #1 -- Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (d8A) No 40 85 50 0 No 40 77.6 50 0 Results calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax leq Lmax 85 81 N/A N/A N/A N/A N/A 77.6 73.6 N/A N/A N/A N/A N/A 85 81.7 N/A N/A N/A N/A N/A *calculated Lmax ls the Loudest value. ---Receptor #2 -- Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 85 100 0 No 40 77.6 100 0 Results calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 79 75 N/A N/A N/A N/A N/A 71.5 67.6 N/A N/A N/A N/A N/A 79 75.7 N/A N/A N/A N/A N/A •calculated Lmax is the Loudest value. ---Receptor #3 - Baselines (dBA) Daytime Evening Night 56.7 45 45 "" Noise Limit Exceedance (dBA) Day Evening Night 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 Noise Limit Exceedance (dBA) Day Evening Night 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 , .... ' ; Description Grader Backhoe Equipment Grader Backhoe Total ,, Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 85 140 0 No 40 77.6 140 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 76.1 72.1 N/A N/A N/A N/A 68.6 64.6 N/A N/A N/A N/A 76.1 72.8 N/A N/A N/A N/A •calculated Lmax is the Loudest value. ~ 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 r'r Report date: Case Description: Description Conservative -On Site Description Concrete Saw Backhoe Dozer Tractor Equipment Concrete Saw Backhoe Dozer Tractor Resort View • Grading Land Use Residential Total Description Land Use Multi-family Residential to north and west Residential Description Concrete Saw Backhoe Dozer Tractor Equipment Concrete Saw Backhoe Dozer Tractor Total 11/26/2018 /' Roadway Construction Noise Model (RCNM),Version 1.1 •••• Receptor #1 •••• Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) ( dBA) (dBA) (feet) (dBA) No 20 89.6 50 0 No 40 77.6 50 0 No 40 81.7 50 0 No 40 84 50 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 89.6 82.6 N/A N/A N/A N/A 77.6 73.6 N/A N/A N/A N/A 81.7 77.7 N/A N/A N/A N/A 84 80 N/A N/A N/A N/A 89.6 85.6 N/A N/A N/A N/A *Calculated Lmax is the Loudest value. •··· Receptor #2 •··· BaseUnes (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 20 89.6 100 0 No 40 77.6 100 0 No 40 81.7 100 0 No 40 84 100 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 83.6 76.6 N/A N/A N/A N/A 71.5 67.6 N/A N/A N/A N/A 75.6 71.7 N/A N/A N/A N/A 78 74 N/A N/A N/A N/A 83.6 79.6 N/A N/A N/A N/A •calculated Lmax is the Loudest value. Night Lmax N/A N/A N/A N/A N/A Night Lmax N/A N/A N/A N/A N/A r, Noise Limit Exceedance (dBA) Day Evening Night 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 Noise Limit Exceedance (dBA) Day Evening Night Leq Lmax Leq Lmax Leq Lmax Leq N/A N/A N/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 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 , .... \ Description Multi-family Residential to east Description Concrete Saw Backhoe Dozer Tractor Equipment Concrete Saw Backhoe Dozer Tractor Land Use Residential Total ,,,-.., ---· Receptor #3 ---- Baselines (dBA) Daytime Evening Night 56.7 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 20 89.6 140 0 No 40 77.6 140 0 No 40 81.7 140 0 No 40 84 0 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening •Lmax leq Lmax Leq Lmax Leq 80.6 73.6 N/A N/A N/A N/A 68.6 64.6 N/A N/A N/A N/A 72.7 68.7 N/A N/A N/A N/A -4 N/A N/A N/A N/A 80.6 75.3 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 N/A N/A N/A N/A N/A N/A N/A N/A """' ,-,.. ,...,, l Roadway Construction Noise Model (RCNM),Version 1.1 Report date: 11/26/2018 Case Description: Resort View• Building Construction •··· Receptor #1 •••• Baselines (dBAI Description Land Use Daytime Evening Night Conservative -On Site Residential 43.6 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Crane No 16 80.6 50 0 Man lift No 20 74.7 50 0 Man Lift No 20 74.7 so 0 Backhoe No 40 77.6 so 0 Tractor No 40 84 50 0 Results Calculated (dBA) Noise LlmlU (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 80.6 72.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Man lift 74.7 67.7 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 74.7 67.7 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 77.6 73.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 84 80 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 81.9 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. •··· Receptor #2 •••• Baselines (dBA) Description Land Use Daytime Evening Night Multi-family Residential to north and west Residential 43.6 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Crane No 16 80.6 100 0 Man lift No 20 74.7 100 0 Man lift No 20 74.7 100 0 Backhoe No 40 77.6 100 0 Tractor No 40 84 100 0 Results Calculated (dBA) Noise LimlU (dBA) Noise Limit Exceedance (dBAI Day Evening Night Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Crane 74.5 66.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Man lift 68.7 61.7 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 68.7 61.7 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 71.5 67.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Tractor 78 74 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 78 75.8 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. ~ Description Multi-family Residential to east Description Crane Man Lift Man Lift Backhoe Tractor Equipment Crane Man Lift Man Lift Backhoe Tractor Land Use Residential Total ~ ----Receptor #3 ---- Baselines (dBA) Daytime Evening Night 56.7 45 45 Equipment Spec Actual Impact Lmax Lmax Device Usage(%) (dBA) (dBA) No 16 80.6 No 20 74.7 No 20 74.7 No 40 77.6 No 40 84 Results Receptor Estimated Distance Shielding (feet) (dBA) 140 0 140 0 140 0 140 140 0 0 calculated (dBA) Noise Limits (dBA) Day Evening •tmax Leq Lmax Leq Lmax Leq 71.6 63.6 N/A N/A N/A N/A 65.8 58.8 N/A N/A N/A N/A 65.8 58.8 N/A N/A N/A N/A 68.6 64.6 N/A N/A N/A N/A 75.1 71.1 N/A N/A N/A N/A 75.1 72.9 N/A N/A N/A N/A •calculated Lmax Is the Loudest value. "'""" 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/A N/A N/A N/A N/A N/A N/A N/A ~ i Report date: Case Description: Description Conservative -On Site Description Concrete Mixer Truck Concrete Mixer Truck Concrete Mixer Truck Concrete Mixer Truck Paver Backhoe Roller Equipment Concrete Mixer Truck Concrete Mixer Truck Concrete Mixer Truck Concrete Mixer Truck Paver Backhoe Roller Resort View -Paving Land Use Residential Total Description land Use Multi-family Residential to north and west Residential Description Concrete Mixer Truck Concrete Mixer Truck Concrete Mixer Truck Concrete Mixer Truck Paver Backhoe Roller 11/26/2018 ~ Roadway Construction Noise Model (RCNM),Version 1.1 -Receptor #1---- Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Impact Lmax Lmax Distance Receptor Estimated Shielding (dBA) Device Usage(%) (dBA) (dBA) (feet) No 40 78.8 50 No 40 78.8 50 No 40 78.8 50 No 40 78.8 50 No 50 77.2 so No 40 77.6 50 No 20 80 50 Results Calculated (dBA) Noise Limits (dBA) Day Evening •tmax Leq Lmax Leq 78.8 74.8 N/A N/A 78.8 74.8 N/A N/A 78.8 74.8 N/A N/A 78.8 74.8 N/A N/A 77.2 74.2 N/A N/A 77.6 73.6 N/A N/A 80 73 N/A N/A 80 82.8 N/A N/A •calculated Lrnax is the loudest value. -Receptor #2 --- Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Lmax N/A N/A N/A N/A N/A N/A N/A N/A 0 0 0 0 0 0 0 Leq N/A N/A N/A N/A N/A N/A N/A N/A Spec Actual Receptor Estimated Impact Lmax lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 78.8 100 0 No 40 78.8 100 0 No 40 78.8 100 0 No 40 78.8 100 0 No 50 77.2 100 0 No 40 77.6 100 0 No 20 80 100 0 Night Lmax N/A N/A N/A N/A N/A N/A N/A N/A ,..., :, ' Noise Limit Exceedance (dBA) Day Evening Night 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 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A (""1 ~ ~ 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 Mixer Truck 72.8 68.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 72.8 68.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 72.8 68.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 72.8 68.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Paver 71.2 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 71.5 67.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller 74 67 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 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 to east Residential 56.7 45 45 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Concrete Mixer Truck No 40 78.8 140 0 Concrete Mixer Truck No 40 78.8 140 0 Concrete Mixer Truck No 40 78.8 140 0 Concrete Mixer Truck No 40 78.8 140 0 Paver No 50 77.2 140 0 Backhoe No 40 77.6 140 0 Roller No 20 80 0 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 Mixer Truck 69.9 65.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 69.9 65.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 69.9 65.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Concrete Mixer Truck 69.9 65.9 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Paver 68.3 65.3 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 68.6 64.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Roller -7 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 69.9 73.4 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. ..-, ) Report date: Case Description: Description Conservative -On Site Description Compressor (air) Equipment Compressor (air) 11/26/2018 Resort View -Architectural Coating Land Use Residential Total Description Land Use Multi-family Residential to north and west Residential Description Compressor (air) Equipment Compressor (air) Description Multi-family Residential to east Description Compressor (air) Total Land Use Residential ~ Roadway Construction Noise Model (RCNM),Version 1.1 -Receptor #1- Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Impact Device No Lmax Usage(%) (dBA) 40 Results Lmax (dBA) 77.7 Receptor Estimated Distance Shielding (feet) (dBA) 50 0 calculated (dBA) Noise limits (dBA) *Lmax Leq 77.7 77.7 Day Lmax 73.7 N/A 73.7 N/A leq N/A N/A •calculated Lmax Is the Loudest value. --· Receptor #2 -- Baselines (dBA) Daytime Evening Night 43.6 45 45 Equipment Spec Actual Impact Lmax Lmax Device Usage(%) (dBA) (dBA) No 40 77.7 Results Evening Lmax Leq N/A N/A N/A N/A Receptor Estimated Distance Shielding (feet) (dBA) 100 0 Calculated (dBA) Noise limits (dBA) Day *Lmax leq Lmax leq 71.6 67.7 N/A N/A 71.6 67.7 N/A N/A •calculated Lmax is the Loudest value. -Receptor #3 -- Baselines (dBA) Daytime Evening Night 56.7 45 45 Equipment Spec Actual Lmax (dBA) Evening Lmax leq N/A N/A N/A N/A Receptor Estimated Distance Shielding (feet) (dBA) Impact Device No Lmax Usage(%) (dBA) 40 77.7 140 0 Night Lmax N/A N/A Night Lmax N/A N/A ~ Noise limit Exceedance (dBA) Day Evening Night leq Lmax Leq lmax leq Lmax 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) Day Evening Night leq Lmax Leq Lmax leq Lmax 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-,,, ! Equipment Compressor (air) Total Calculated (dBA) *Lmax Leq 68.7 68.7 Results Day Lmax 64.7 N/A 64.7 N/A ,---. Noise Limits (dBA) Evening Leq Lmax N/A N/A N/A N/A •calculated Lmax is the Loudest value. Leq N/A N/A ~ Noise Limit Exceedance (dBA) Night Day Evening Night Lmax Leq Lmax Leq Lmax Leq Lmax 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 ( Appendix C HUD Day/Night Noise Level {DNL) Calculator Results ( 11/28/2018 DNL Calculator -HUD Exchange Homo (IJ > Programs (/programs/) > Envtn,nmentlll ReVleW (tprogramstenvtronmentai~-/) > DNL (alCIJlator DNL Calculator WAIINING: HUD recommends the use of Microsoft Internet Explorer for performing noise calculations. The HUD Noise Calculator has an error when using Google Chrome unless the cache is deared before each use of the calculator. HUD ls aware of the problem and working to fix It In the programming of the 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, vtewthe Day/Night Noise Level Calculator Electronic Assessment Tool Overview (/programslenvtronmentail-revtew/daynlght-nolse-lewl-eloctronlc .. ssessment- tool/). Guidelines To display the Road and/or Rall DNL calculator{s~ dick on the "Add Road Source" and/or "Add Rall Source" button(s) below. All Road and Rall Input values must be posltlve nor>-declmal numbers. • All Road and/or Rall 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.,, Tooltlps, 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. -•2: ONL calculator assumes roadway data Is always entered. DNL Calculator https:/twww.hudexchange.info/environmental-review/dnl-calculator/ Tools and Guidance Day/Night Noise Level Assessment Tool User Gulde (lresource/3822/day-nlght- nolse-lewl-<lss-tool- user-111ldel) Day/Night Noise Level Assessment Tool Flowcharts (lresource/3823/day-nlght- --...ssessment-tool- flowcharts/) 1/3 11/28/2018 DNL Calculator -HUD Exchange Site ID Resort View Record Date 11/28/2018 UNr"tName Rincon Consultants, Inc. Road• 1 Name: Viejo CHUiia Wr, · Exloti"I Road•1 Vehicle Type cars -lumTrucks Effect!Ve Distance 30 30 Distance to Stop Sign Average Speed 15 15 Average Dally Trips (ADl] 1919 36 Night Fraction of ADT 15 15 Road Gradient ('16) Vehicle DNL 53.1064 45.8387 j Calculate Road #1 DNL ! 57.4758 Reset Road • 2 Name: Viejo Cuttlla w..,. -... Pluo Project Road•2 Vehicle Type cars Medium Trucks Effective Distance 30 30 Distance to Stop Sign Average Speed 15 15 Average Dally Trips (ADl] 2088 39 Night Fraction of ADT 15 15 Road Gradient c,6) Vehkle DNL 53.473 46.1863 I Calculate Road #2 DNL I 58.096 Reset I Add Road source II Add Rall SOurce j Airport Noise Level Loud Impulse Sounds? Ye No Combined DNL for all Road and Rall sources 0 Combined DNL lndudlng Airport Site DNL with Loud Impulse Sound Mitigation Options If your site DNL Is In Excess of 65 decibels, your options are: No Action Alwmatlw: cancel the project at this locatlon Other Reasonable Alternatfva: Choose an alternate site Mltlptlon Huvy Trucks 30 15 5 15 2 55.0578 Heavy Trucks 30 L 11 15 6 15 2 55.8496 • Contact your Field or Regional Environmental Officer (/programs/erwlronmental-revlew/hud-envlronmental-staff..:ontactsl) • Increase mltlgatlon in the building walls (only effective If no outdoor, noise https://www.hudexchange.info/environmental-review/dnl-calculator/ 2/3 ( 11/28/2018 DNL Calculator -HUD Exchange sensitive areas) • Reconfigure the site plan to Increase the distance b«ween the noise source and noise-sensitive uses • Incorporate natural or man-made barriers. See ~ Noise Guldebaalc (/resaun:e/313nlud-nolse-flllld • Construct noise --See the Banter Performance Module (tprograrns/envlronmental-rwlew/bpm--alculator/l https://www.hudexchange.info/environmental-review/dnl-calculator/ 3/3 - M 331 Dogwood Rd Lake Ozark, MO 85049 Office: 573.365.7040 Fax: 5 3.365.2927 Item Description EXTERIOR POST TO POST ADA HANDRAILS: EZA100-8BZ EZ ADA Pipe 1.9" X 8' Bronze(EZA 100-8BZ) EZA200-BZ EZ ADA Wall Bracket Bronze(EZA200-BZ) EZA325-BZ EZ Handrail Bronze ADA Stair Loop EZA734-BZ EZ ADA 34 Degree Stair Elbow Bronze (EZA734-BZ) **** 31 DEGREE EZA500-BZ EZ ADA 90 Degree Miter Corner Bronze(EZA500-BZ) EZA585-BZ EZ ADA 90 Degree Radius Elbow Bronze(EZA585-BZ) EZA410-BZ EZ ADA End Cap 1.9" Bronze(EZA410-BZ) INTERIOR CONTI NOUS ADA HANDRAILS: EZA100-8BZ EZ ADA Pipe 1.9" X 8' Bronze(EZA100-8BZ) EZA200-BZ EZ ADA Wall Bracket Bronze(EZA200-BZ) EZA325-BZ EZ Handrail Bronze ADA Stair Loop EZA410-BZ EZ ADA End Cap 1. 9" Bronze(EZA410-BZ) EZA500-BZ EZ ADA 90 Degree Miter Corner Bronze(EZA500-BZ) EZA734-BZ EZ ADA 34 Degree Stair Elbow Bronze (EZA734-BZ) **** 31 DEGREE STAIR GUARDRAIL: 1" SQ. ALUM. BALUSTER RAILING Dan Hall, Cory Hofeldt, or Nicole Farmer@ 573.365.7040 w/ questions or modifications Email us: dan@maddenmetals.com, cory@maddenmetals.com nicole@maddenmetals.com Page 1 Estimate Qty Cost Total 8 0.00T 32 0.00T 16 0.00T 16 0.00T 0 0.O0T 0 0.00T 16 0.00T 8 0.00T 32 0.00T 4 0.00T 4 0.00T 8 0.00T 12 0.00T Subtotal of Cost Sales Tax (0.0%) COST 331 Dogwood Rd Lake Ozark, MO 8 Office: 573.365.7040 Fax: 573.365.2927 Item Description EZ8CHB-PR-AS ASSEMBLED STAIRS 8 ft. X 42 in. Bronze Aluminum 1 in. Sq. Baluster Project Railing ***** Prebuilt to 34 deg. (sample rail sent first for mockup) EZPCBZ-W 3 in. x 3 in. x 44 in. Bronze Alum inum Post with Welded Base (incl pyramid cap) EZBCBZ-LP 3 in. x 3 in. Bronze Aluminum EZ Base Cover Low Profile Base Cover Dan Hall, Cory Hofeldt, or Nicole Farmer@ 573.365.7040 w/ questions or modifications Email us: dan@maddenmetals.com, cory@maddenmetals.com nicole@maddenmetals.com Page2 Estimate Qty Cost Total 16 0.00T 32 0.00T 32 0.00T Subtotal of Cost $0.00 Sales Tax (0.0%) $0.00 COST $0.00