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HomeMy WebLinkAboutAppendix R - Acoustics Report.pdf N + , acoustic consulting+design ; products integrated deliverer ACOUSTIC REPORT Survey of Existing Acoustic Conditions and Expected Acoustic Impacts at: Strong's Yacht Center — 5780 West Mill Road — Mattituck, NY Prepared for: Mr.Jeffrey Strong Strong's Yacht Center Engineers: Sean Harkin Margot Criscitiello Dr. Bonnie Schnitta November 30, 2021 New York City Los Angeles + East Hampton Post Office Box 1360 WBE IEEE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com T 631. 7.4220 F:6131.537.4224 acoustic consulting +design products integrated delivery Strong's Yacht Center—5780 West Mill Road—Mattituck, NY Acoustical Report— 11/30/21 TABLE OF CONTENTS: Section ].6.1—Executive Summary..............................................................................................................] Section 3.6.2—Equipment Utilized...............................................................................................................4 Section 2.6.3—Acoustic Criteria and Definitions..........................................................................................4 AcousticCriteria .....................................................................................................................................4 Defnitions-----------------------------------------------.S Section l6'4—Analysis ofExisting Conditions.............................................................................................7 Noise Monitoring Results atProject Site................................................................................................7 Twenty Minute Reading Results Around Project Site ............................................................................9 Existing Conditions for Evaluation with Traffic ....................................................................................10 Section I6.5—Methodology for Analyses.................................................................................................14 Development of5oundP|an3DModel.................................................................................................14 Development ofTraffic Noise Model...................................................................................................15 In-Situ Data Collected for Dump Trucks...............................................................................................16 Development ofConstruction Noise Model -----------------------------17 Development ofBuild Condition Noise Model ---------------------------..21 Section 3.6.6—Potential Impacts Analysis .................................................................................................Z1 Construction Noise Impacts .................................................................................................................Z1 BuildCondition Impacts .......................................................................................................................44 Section 3.6.7—Proposed Mitigation...........................................................................................................49 Section 3.6.8—Review ofAlternate Site Plan.............................................................................................50 Construction Noise Impacts .................................................................................................................S0 BuildCondition Impacts .......................................................................................................................S9 Section 3.6.9—Reference Data Used for Analyses.....................................................................................63 Section 3.6.1U—Daily Summary Graphs from Noise Monitoring...............................................................64 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 3.6.1 EXECUTIVE SUMMARY: This document serves to summarize the evaluation of the existing acoustic conditions at Strong's Yacht Center located at 5780 West Mill Road in Mattituck, NY ("Project Site"), as well as the analysis of the expected acoustic impacts to be incorporated into the SEQRA review of the potential environmental impacts of the proposed development of the Project Site inclusive of the as-of-right development of the property. This acoustic report has incorporated all items requested by the Town of Southold Planning Board during the DEIS scoping meetings and as issued in the Final Scope on April 5th, 2021. SoundSense collected existing sound level readings at the Project Site through noise monitoring performed from April 14th, 2021,through May 3rd, 2021, and May 13th through May 23rd, 2021, as well as the 20-minute readings collected in nearby areas around the Project Site on April 20th, 2021. These existing sound levels serve as the background sound levels for the area to be incorporated into all noise predictions completed for the project. The measured sound levels were used in conjunction with the traffic study provided by Dunn Engineering Services ("Traffic Study"), to assess any increases in traffic noise both during construction and after development of the project ("Build Condition"), as well as the equipment types and utilization factors provided by Red Rock Industries to develop a construction noise model. Any potential increases in sound levels at the receiving locations evaluated due to increased vehicle/truck passbys, construction activities, and final sound levels with the new development have been considered for the Project Site. Calculations were completed using SoundPLAN Version 8.2 ("SoundPLAN") acoustic modelling software. Traffic calculations were completed using the Federal Highway Administration's TNM 2.5 noise model inside SoundPLAN, and construction noise sources used standardized acoustic data available from the Federal Transportation Authority's Transit Noise and Vibration Impact Assessment Manual published in 2018 ("FTA Guidelines"). A more detailed description of the methodologies used for the project can be found below in Section 3.6.5. Using the computer-generated model, an existing noise model for traffic was also developed for existing peak traffic generation. Along with the background sound levels collected, these baseline noise levels serve as the existing condition sound levels ("Existing Condition")to which the Build Condition predicted sound levels can be compared. This comparison allows for evaluation against the New York State Department of Environmental Conservation's definitions regarding noise impact as well as the Town of Southold's Noise Ordinance in Chapter 180 of the Town Code ("Noise Code"). While construction noise levels are predicted to have an impact at the nearby Residences, the Town of Southold specifically exempts construction noise from the requirements in the Noise Code. Nearby residences are predicted to be impacted by the construction for its duration, however impact from construction is common for any construction project to occur, whether it be commercial or residential, which is why it is commonly exempted from municipal noise codes. Traffic increases during construction and in the Build Condition, are not predicted to impact nearby residents through evaluation using TNM calculations. Furthermore, the Build Condition is not expected to increase existing sound levels by more than 4 dBA,which would constitute "No Impact" under the NYSDEC criteria. In addition to the proposed plan, an as of right development plan ("Alternate Site Plan"), was modeled based on the revised location and size of the development. Analysis showed sound levels are predicted to increase significantly during construction and that in the Build Condition there is no significant difference acoustically between the two plans. New York City Los Angeles i East Hampton Post Office Box 1360 WBE COBE Certified Wainscdtt, NY 11975 Visit us online www.SoundSense.com Page 3 of 79 T•. 631,537.4220 1 F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.2-EQUIPMENT: • Frequency Analyzer: Bruel & Kjaer Model 2250L, Serial No. 3009718 • Type 1 Microphone: Bruel & Kjaer Model 4952, Serial No. 3080415 • Sound Calibrator: Bruel & Kjaer Model 4231, Serial No. 3017454 • Frequency Analyzer: Bruel & Kjaer Model 2250, Serial No. 2739677 • Type 1 Microphone: Bruel & Kjaer Model 4190, Serial No. 2731530 • Sound Calibrator: Bruel & Kjaer Model 4231, Serial No. 2730164 NOTE:The microphones are Type 1 per ASTM Standards and was calibrated before and after the readings. SECTION 3.6.3—ACOUSTIC CRITERIA AND DEFINITIONS: Acoustic Criteria Town of Southold Noise Ordinance—Chapter 180 § 180-5 General prohibition. No person or persons owning, leasing or controlling the operation of any source of noise on any lot or structure within the Town shall permit the establishment of a condition of noise pollution. Except as provided in §180-6, the use of amplifiers,speakers or other machines or devices capable of reproducing amplified or airborne sound from the premises, dwelling or building within the Town shall be considered noise pollution and shall be prohibited at all times. § 180-6 Standards. No person shall create or cause to be emitted any noise pollution which when measured on a sound- level meter from the property line of a complaining property owner exceeds the following standards: A. Sunday through Thursday: (1) From 7:00 a.m to 7:00 p.m., airborne or amplified sound in excess of 65 dB(A); and (2) From 7:00 p.m.to 7:00 a.m., airborne or amplified sound in excess of 50 dB(A). B. Friday and Saturday: (1) From 7:00 a.m to 11:00 p.m., airborne or amplified sound in excess of 65 dB(A); and (2) From 11:00 p.m. to 7:00 a.m., airborne or amplified sound in excess of 50 dB(A). § 180-8 Exceptions. A. The provisions of§180-5 and 180-6 shall not apply to the following: (2) Construction activities between 7:00 a.m.through 7:00 p.m. and the associated use of construction devices or the noise produced thereby, provided that such activities and such equipment and their use comply with the other provisions hereof. (11) Emergency construction or repair work. (14) Emergency stationary and mobile signal devices. New York City Los Angers i East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www,SoundSense.com Page 4 of 79 T: 631.a37A220 1 F:631.537.4324 a v �r.n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.3—ACOUSTIC CRITERIA AND DEFINITIONS(Continued): Acoustic Criteria (Continued) New York State Department of Environmental Conservation, "Assessing and Mitigating Noise Impacts" The NYSDEC provides guidance for environmental noise impacts in its technical report 'Assessing and Mitigating Noise Impacts released October 6, 2000, and revised February 2, 2001. Table 1 below summarizes the NYSDEC's guidance provided in Section V, Subsection B, Item c. Table 1: NYSDEC Thresholds for Significant Sound Pressure Level (SPL) Increase Sound Level Increase(dB) Impact Need for Mitigation 0-3 No appreciable effect on receptors No need Potential for adverse noise impact in cases Mitigation may be needed for some 3-6 where the most sensitive of receptors are sensitive receptors such as present churches and theaters Potential for adverse noise impact depending Mitigation may be needed for most 6-10 on existing SPL and character of surround receptors, depending on existing land use and receptors conditions Deserves consideration of 10 or more Adverse impact avoidance and mitigation measures in most cases Definitions Ambient In this document ambient refers to the existing sound levels as collected during the noise monitoring performed at the Project Site from April 14th, 2021, through May 3rd, 2021, and May 13th through May 23rd, 2021, as well as the 20-minute readings at areas around the site collected on April 20th, 2021. Decibel (dB) Definition: The term used to identify ten times the common logarithm of the ratio of two like quantities proportional to power or energy.Thus,one decibel corresponds to a power ratio (10 to the 0.1 power)to the n power.Since the decibel expresses the ratio of two like quantities, it has no units. In this document, all decibels are presented using industry standard 20 µPa as the reference quantity. A-Weighting dBA — This weighting metric is commonly applied to sound pressure levels as it is an approximation of the hearing response of the human ear which is more responsive to higher frequencies than lower frequencies. New York City Los Angeles ; Gast Hampton Post Office Bax 1360 WB6 DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 5 of 79 T 631.537A220 1 F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.3—ACOUSTIC CRITERIA AND DEFINITIONS(Continued): Definitions(Continued) Equivalent-Continuous Sound Level (Leg) Definition: Equivalent-continuous, frequency-weighted sound pressure level over a specified averaging time is the equivalent steady level, in that time interval, of the time-mean-square, frequency-weighted sound pressure produced by the sources of steady, fluctuating, intermittent, irregular, or impulsive sounds. The equivalent-continuous sound level of a time-varying sound is equal to the level of an equivalent steady sound at a measurement location for the same measurement duration.Specifically, Leq is 10 times the common logarithm of the ratio of the time-mean-square sound pressure p2(t) overtime period T = T2 — T1 to the square of the standard reference sound pressure. Measured in dB the Leq is: 1 T2 p2(t) • dt Lea = 10 • 10910 T2 — T 1 fT1 po Standards The information within this findings document is based on the ASTM Standards.Any variation to the ASTM criteria is based on additional research by such groups as the Acoustic Society of America and INCE that focuses on the well-being of humans in the presence of noise. Statistical Sound Levels (1-10, L50, L90, etc.) The sound level that is exceeded for the percentage of time of that level during a period of time. Example: During a 1-hour measurement,an L10 of 60 dBA means the sound level was at or above 60 dBA for a total of 6 minutes, whereas an L90 of 60 dBA means the sound level was at or above 60 dBA for a total of 54 minutes. This is often used to demonstrate ambient sound levels. In addition to these sound levels, minimum and maximum sound levels measured are typically provided and denoted as Lmin and Lmax. New York City Los Angers I Cast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 6 of 79 T. 631.x37.4220 1 E:631.507.4924 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS: Noise Monitoring Results at the Project Site To establish the existing sound levels over longer periods of time, noise monitoring was performed at two locations at the Project Site. A marked copy of a satellite view indicating these locations can be found in Figure 1. Monitoring at Location 1 occurred from April 14th, 2021, to April 28th, 2021, and at Location 2 from April 28th, 2021 to May 3rd, 2021, and then from May 13th, 2021 until May 23rd, 2021 for a total of four full weeks of data collection.The disruption between May 3rd, 2021 and May 13th, 2021 was due to a disruption in data transmission from the noise monitoring unit. Therefore, additional days were completed after May 13th,to complete the four full weeks of data collection. Figure 1: Noise Monitoring Locations at the Project Site v � 1i a �y f=,J New York City Los Angeles I East Hampton Post Office Box 1360 WBF IBB Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 7 of 79 T. 631.537.4220 1 F:631.537.4224 a v �r.n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road-Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4-ANALYSIS OF EXISTING CONDITIONS(Continued): Noise Monitoring Results at the Project Site (Continued) In addition to the collection of data, inclement weather can unnecessarily impact the data collected. To mitigate the impact of inclement weather, the data collected was compared to historical weather data from the nearest weather station at East Hampton Airport, since they maintain historical weather information. Any hour where precipitation was reported was eliminated from calculation of the metrics provided in Table 2, which serve as a summary of the acoustic data collected at each location for the daytime hours between 7 AM and 7 PM.This time range was selected because it is the same time range as the exemption for construction noise in the Noise Code.The median hourly Leq of 44 dBA was selected to use as the background sound level near the Project Site. This was the lowest median sound level collected during the measurements completed as seen in Table 2. This table summarizes the minimum, first quartile (statistic which 25%of the data is lower and 75%of the data is higher),the median (statistic which 50% of the data collected and 50% is higher), the third quartile (statistic which 75% of the data is lower and 25%of the data is higher),and the maximum.The individual graphs which summarize the sound levels by hour for each day of data collection can be found in Section 3.6.10. Dominant sounds at the Project Site include wildlife, nearby construction, and a couple examples of boat washing. Table 2:Summary of Acoustic Data Collected During Noise Monitoring at the Project Site Measurement Leq Lmax L10 L50 L90 Lmin Metric Location (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) Minimum Location 1 39.4 57.6 ' 48.5 44.1 40.0 29.6 Location 2 36.3 55.3 38.2 31.6 28.5 24.7 First Location 1 42.7 65.1 53.2 47.5 44.1 35.7 Quartile Location 2 42.0 64.0 43.6 36.2 31.7 28.5 Median Location 1 44.5, 67.4 55.6 48.8 46.1 37.8 ' Location''2 44.0 67.9 45.8 37.8 33.4 30.2 Third Location 1 46.9 70.7 58.0 51.1 47.9 41.4 Quartile Location 2 46.3 72.0 48.4 41.5 36.1 32.3 Location 1 58.4 85.4 69.3 63.8 63.2 48.0 Maximum Location 2 j 65.3 1 83.3 j 70.6 1 54.9 46.6 42.3 Twenty Minute Reading Results Around Project Site In addition to the above-described noise monitoring data taken at the Project Site,acoustic readings were collected at four locations near the Project Site and along the route which will be taken by trucks during the excavation phase. Acoustic readings were collected on April 20th, 2021, in the morning between 7:39 AM and 9:21 AM, and in the afternoon from 3:16 PM to 4:59 PM and were collected for a duration of 20 minutes each. Historical weather data from the nearest weather station on Long Island at East Hampton Airport reported winds between 3-8mph from the SSW during the morning readings with minimal cloud cover. The winds during this period can be described as a light or gentle breeze. The afternoon reading period had 16-18mph from the SW with minimal cloud cover. Air pressure was between 29.84-29.88 in. with 0 in. of precipitation.The winds during this period can be classified as a moderate breeze. New York City Los Angeles i East Hampton Post Office Box 1360 WEE COBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.corn Page 8 of 79 T 631.637.4226 1 111631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Twenty Minute Reading Results Around Project Site (Continued) The locations of acoustic readings collected can be found in Figure 2,while the results of the readings can be found in Table 3. Since the sound levels of vehicles passing were louder at the reading locations than they would be at the nearest residences, the L90 values have been used to represent the background sound levels at all receiver locations near each reading location. This was chosen because the acoustic readings were collected on the shoulder of West Mill Road and Cox Neck Road, meaning that vehicle passbys were significantly louder than what would be measured at the nearby residential structures.This provides a true definition of the background sound levels at each location without, or with minimal, vehicle passbys. For each location,the lowest L90 measured was used to represent a quieter background noise level and a worst-case scenario for noise impact. Figure 2:Twenty Minute Reading Locations Around the Project Site #CMarina Acoustic i i Legend ,Acoustic Reading Locations 3430 VV Mill Rd 1 Location 9 u n t .a e r o-, to New York Citi Los Angeles i East Hampton Post Office Box 1360 1+WBE DBE Certified VWainscdtt, NY 11975 Visit us online`.www.SoundSense.com Page 9 of 79 T 631,537.4220 ( F:6311,537.4224 a v � .n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Twenty Minute Reading Results Around Project Site(Continued) Table 3: Results of Twenty Minute Readings Near the Project Site Measurement Time Period LAeq LASmax L10 L50 L90 LASmin Location (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) 7:39am-7:59am 60 79 56 45 41 37 Location 1 3:16pm-3:37pm 58 81 53 45 41 37 8:06am—8:26am 61 76 65 52 51 49 Location 2 3:45pm—4:05pm 69 92 69 52 46 41 Location 3 8:32am-8:52pm 68 85 71 64 52 46 4:10pm-4:30pm 65 84 68 50 44 40 9:01am—9:21am 67 84 69 57 48 39 Location 4 4:39pm—4:59pm 69 95 70 64 53 46 Existing Condition Sound Levels While the data provided above provides a baseline for the background sound levels, it does not provide a baseline for the Existing Condition as it does not provide a baseline considering the existing traffic to establish an Leq.To evaluate the Existing Condition,traffic data collected by Dunn Engineering were used to complete a traffic noise model in SoundPLAN using the FHA's TNM 2.5 methodology. Incorporating traffic data into the calculation was completed so that the same calculation methodology and noise model is consistent when establishing the Existing Condition and future predictions. Additionally, this model allows for consistency in the baseline data for traffic generation so that all calculations are consistent for total trip generation. Inputs for the model can be found in Table 4 and are the baseline peak traffic levels for analysis.Additional trips generated as defined in the Traffic Study were used for all prediction analyses ("Trip Generation")during construction as well as in the Build Condition.The results of the baseline noise models can be found graphically in Figures 3-5 and overall sound pressure levels at each receiving location considered can be found in Table S. Receiving locations were selected by evaluating locations near the Project Site,as well as various receiving locations along West Mill Road and Cox Neck Road.These Existing Condition sound levels are used to evaluate the impacts of construction activities, traffic increases, and the Build Condition for evaluation. Table 4: Inputs for TNM Model to Evaluate the Existing Condition Sound Levels Vehicle Class Existing Measured Trips Automobiles 14 Medium Trucks 12 Heavy Trucks 0 Buses 0 Motorcycles 0 New York City Los Angeles I Cast Hampton Post Office Box 1360 WBF DBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 10"of 79 T. 631.537A220 1 F:631.537.4924 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 3: Existing Conditions at the Project Site Stong's Yacht .._' � Center ar Date:11115/2021 �5 Biose level Daytime Leq >= 95 95 it 85 - 90 xi t 80 - 85 ` t - 75 - /80 rs, 70 - 75 r� 65 - 70 60 - 85 55 80 L 50 - 55 45 50 40 45 l�$ Legend :. constructfonNose source UTIM Road s Exis4ng 3,1 Canstructton Area Boundary, SoundSense,LLC 39 industrial Rd Wainscott,NY 11975 SH&MC 0 100 200 400 600 --t www.SoundSense.com New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online: www.SoundSense.com Page]l of 79 T•. 631, 37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 4: Existing Conditions at West Mill Road and Cox Neck Road Stong's Yacht R Center Rs Date;11115/2021 Nose level'. Daytime Leq in ds(A) >= 95 Rte hl' 90 - 95 x 85 - 90 80 - 85 Rid 75 - 80 70 - 75 65 - 70 0 60 - 55 55 - 50 50 55 s,3 Q 45 r50 40 45 Legend Reserver' ; o Constructor Bose Sources NEW Road Existing Ripddmgs Ganstrucfran Area Boufrdery. SoundSense,LLC Rir 39 Industrial Rd Wainscott,NY 11975 SH&PAC 0 250 IM 1Goa 15RV5 www.SoundSense.com New York City Los Angeles I East Hampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 12 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 5: Existing Conditions at Cox Neck Road St+ong"s Yacht Center Date 1IM512024 ti Noise level Daytime Leg 1 in dS(A) >_ 95 4 go - 95 85 - rgo 80 - '85 75 - 80 70 - 75 &5 - 70 50- &5 R t � 55 - so,. 50 - 55 40 - 45 �t5 � Legend RI Gcln am.Tnn Na+se Road Erisiing Erkddlr gs . Constructton Area Roundwv .e a SoundSense,LLC ti r 39 Industrial Rd WWainscott,NY 11975 pl_. 150 n*0 ;coo -:ems r�t www.SoundSense.co New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 13 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Table 5: Existing Conditions at Each Receiving Location Evaluated Receiver Existing Condition Number Location (dBA) R1 5106 West MillRoad 44 R2 800 North Drive 44 R3 805 North Drive 46 R4 2010 West Mill Road 47 R5 4105 West Mill Road 51 R6 200 East Mill Road 44 R7 750 East Mill Road 44 R8 3329 Grand Ave 44 R9 3001 West Mill Road 47 R10 1525 West Mill Road 60 R11 1480 West Mill'Road 63' R12 1065 West Mill Road 63 R13 155 Breakwater Road ' 63' R14 2100 Cox Neck Road 65 R15 2695 Cox Neck'Road 66 R16 1475 Cox Neck Road 64 R17 1020 Cox Neck'Road 62 R18 55 Middle Road 63 SECTION 3.6.5—METHODOLOGY FOR ANALYSES: Development of SoundPlan 3D Model As discussed previously, calculations were completed using SounclPlan Version 8.2.SounclPlan constructs a 3D model for all areas analyzed by importing ground elevation data through Google Earth. Using the elevation data, SounclPlan constructs a 3D Digital Ground Model ("DGM") of the terrain. Once the DGM is constructed, building height and location information, and roadway information can be imported using Open Street Map and added to the DGM. In addition,surface composition to calculate factors such as soft ground attenuation, reflections from buildings, and propagation over water are also calculated and assigned to the DGM. Depending on the specific situation analyzed, the DGM is updated to indicate changes in the elevation which would occur through the construction process,such as the excavation and retaining wall construction proposed ("Retaining Wall").This ensures that the calculations are accurately completed for each phase of the project. An example of the DGM can be found in Figure 6, which shows the 3D model of the Retaining Wall construction phase. It should also be noted that all calculations completed for the project include frequency dependent data for accurate calculation of barrier effects/diffraction, although only overall sound pressure levels are presented at each receiving location to simplify the results and compare to the Town of Southold Noise Ordinance and NYSDEC Criteria. New York City Los Angeles ; East Hampton Post Office Box 1360 WBE DBE Certified Wainscdtt, NY 11975 Visit us online`www.SoundSense.com Page 14 of 79 T: 631.537.4230 1 F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of SoundPlan 3D Model (Continued) Figure 6: DGM of Retaining Wall Construction Phase Stong's Yacht Center Date:111151202'1 Elevation in sn q7< <= 3 3'< <_. 6 9< <-12 15<, < 18 Is< 21 ....t, „_.. ._.' t 1 b 3©.< < 33 26 7 C, SoundSense,LLD 39 Industrial Rd Wainscott,NY 11975 SH&:Mc: eeti w ww SoundSense.com Development of Traffic Noise Model The traffic analysis is completed using TNM 2.5. The TNM noise model was used for evaluation of any traffic increase resulting from the Build Condition during construction, as well as vehicle traffic down the Haul Road.Additional trips for traffic generation as defined in the traffic study were added to the baseline trips presented in Table 4. Per the traffic study, three main traffic scenarios were considered for the project.These scenarios include Excavation Phases 1 and 2, Retaining Wall and Construction Phase Traffic, and Build Condition Traffic. All additional Trip Generation for workers use the same vehicle mixes for vehicle classes as the existing traffic to remain consistent with the existing traffic profile. Additional trip generation data by phase and vehicle class used for the truck route can be found in Table 6. As noted in the construction details, the Haul Road will be used through the Retaining Wall Phase, and then is eliminated from the noise model starting at the Excavation Drainage Phase. Traffic data used to model the Haul Road during a peak hour are the peak traffic trips per hour all going down the Haul Road. New York City I Los Angers East Hampton Post Office Box 1366 WBE DBE Certified Wainscatt, NY 11975 Visit us online: www,SoundS nse.com Page 15 of 79 T; 631.537A22{ ( F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Traffic Noise Model (Continued) Table 6:Additional Trip Generation Data by Project Phase New Trip Generation by Condition Vehicle Class Excavation Construction Build Phases Phases Condition Automobiles 19 70 18 Medium 0 0 0 Trucks Heavy Trucks 8 2 0 Buses 0 0 0 Motorcycles 0 0 0' Total 27 72 18 In-Situ Data Collected for Dump Trucks In addition to traffic noise generation completed with TNM, in situ data of a Peterbilt 389 2020 edition dump truck with a Paccar MX13 engine was collected. The dump truck was loaded with 39 tons of sand/dirt at the time of the readings, which is equivalent to 28-29 yards of material. This truck is Tier 4 compliant with EPA standards, using the latest technology to reduce environmental emissions. The applicant has mandated that all trucks on the project comply with the Tier 4 criteria. Readings collected during this testing included the truck passing at 35 mph, idle and backup with a white noise backup alarm, and release of the air brake. It should be noted that all contractors will be directed to disengage any Jake Brake system on incoming vehicles once they turn onto Cox Neck Road from County Route 48.These data are used in the analysis to demonstrate and to include sound levels from the backup alarm with engine idle, and air brake release on the construction site. The data collected have been converted into sound power levels and can be found in Table 7. In addition,calculated sound pressure levels 50'from the source have also been provided as a reference.A more detailed copy of the reference data showing octave band sound power levels can be found in Table 21 located in Section 3.6.9. Any sound levels provided do not constitute a requirement for equipment used for the project but provide the basis for calculations completed. It should also be noted that the FTA Guidelines list a truck at having a sound pressure level of 84 dBA when measured at 50 feet. Table 7 shows that the actual data collected by SoundSense of the dump truck collected would have a sound pressure level at 50 feet ranging from 62-73 dBA depending on the operating condition. This represents a significant reduction compared to the sound level in the FTA guidelines,showing that using the Tier 4 truck would represent a considerable reduction ranging from 11- 22 dBA. A 10 dBA reduction in sound level is typically heard as half of the original sound level and would constitute a significant reduction. It must also be noted that these reduced levels could not be used in the TNM calculations, but these reduced levels support that the TNM calculations completed would demonstrate a worst-case scenario for sound level increase due to traffic. New York City I Los Angeles ; Cast Hampton Post Office Box 1360 BF DBE Certifie=d Wainscott, NY 11975 Visit us online:www.SoundSense.coi n Page 16 of 79 T•. 631.537.4220 1 F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): In-Situ Data Collected for Dump Trucks(Continued) Table 7: Converted Overall Sound Power and Pressure Levels of Dump Truck Data Collected Sound Power Calculated Sound Description Level (dBA) Pressure Levels at 50'(dBA) Engine Idle and White Noise Backup 93 62 Alarm Air Brake Release 89 58 Vehicle Passing at 35 mph 105 73 Development of Construction Noise Model To evaluate the impact of construction noise, a list of equipment used and utilization factors for the equipment throughout the day were requested from Red Rock Industries. No blasting or pile driving is proposed as a portion of the construction. All construction equipment was then cross-referenced with data available from the FTA Guidelines to find standardized sound levels for construction equipment. Where information was not available within the FTA Guidelines, the integrated library within SoundPlan was utilized for equipment sound sources. Since the FTA Guidelines only provide sound data in overall A weighted sound pressure levels and do not provide frequency breakdowns of sound levels, data included for analogous equipment in SounclPlan was adjusted to meet the prescribed sound pressure level at 50' as noted in the FTA Guidelines. Overall sound power levels for each piece of construction equipment broken down by each phase of construction, their quantities, and utilization factors, can be found in Tables 8-13 as provided by Red Rock Industries. A more detailed copy of the reference data noting frequency breakdown can be found in Table 21 located in Section 3.6.9.Any sound levels provided do not constitute a requirement for equipment used for the project but provide the basis for calculations completed. All predictions compiled for the construction noise analysis include a peak hour analysis with 100%utilization of all equipment to present a worst-case scenario coinciding with peak traffic generation, as well as an 8-hour Leq from 8 AM—4 PM during the proposed construction hours to present an overall predicted daily average. It should be noted that some of these phases will occur together such as the Retaining Wall Phase to be completed while the Construction Phase is in progress, and the Excavation Drainage Phase while the Construction Phase is in progress. These phases and equipment types, quantities, and utilization factors have been included in the analysis. New York CityLos Angeles East Hampton Post Office Box 1360 WEE DEE Certified Wainscott, NY 11975 Visit us online.;www.SoundSense.com Page 17 of 79 T: 631 Z37A220 1 F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Construction Noise Model (Continued) Table 8: Construction Equipment Overall Sound Power Levels and Utilization Factors for the Tree Removal/Grubbing Phase Construction Equipment Source Utilization Sound Power Calculated Sound Type Label Quantity Factor Level (dBA) Pressure Level at 50' (dBA) Loader S1 1 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 1 1 50% 113 81 Water/Fuel Truck S4 2 50% 115 83 Tub Grinder S7 1 50% 114 82 Woodchipper S8 1 50% 103 71 Feller Buncher S9 1 50% 114 82 Raised Voice S14 1 50% 64 11 Air Brake Release S16 1 10% 89 38 Dump Truck Idling with S17 1 10% 93 37 White Noise Backup Alarm Table 9: Construction Equipment Overall Sound Power Levels and Utilization Factors for Excavation Phase 1 Construction Equipment Source Utilization Sound Power Calculated Sound Type Label Quantity Factor Level (dBA) Pressure Level at 50' (dBA) Loader S1 2 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 2 1 50/ 113 81 Water/Fuel Truck S4 2 50% 115 83 Dozer S6 2 50% 11.6 85 Raised Voice S14 1 50% 64 11 Air Brake Release S16 1 10% 89 38 Dump Truck Idling with S17 1 10% 93 37 White Noise Backup Alarm New York City Los Angeles I East Hampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 18 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery i Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Construction Noise Model (Continued) Table 10: Construction Equipment Overall Sound Power Levels and Utilization Factors for Excavation Phase 2 Construction Equipment Source Utilization Sound Power Calculated Sound Type Label Quantity Factor Level (dBA) Pressure Level at 50' (dBA) Loader Si 2 50% 111. 80 ; Shouting S2 1 50% 74 42 Excavator S3 2 501 113 81 Water/Fuel Truck S4 2 50% 115 83 Dozer S6 2 50% 116 85 Raised Voice S14 1 50% 64 11 Air Brake Release S16 1 101 89 38 Dump Truck Idling with S17 1 10% 93 37 White Noise Backup Alarm Table 11: Construction Equipment Overall Sound Power Levels and Utilization Factors for the Retaining Wall Phase Construction Equipment Source Utilization Sound Power Calculated Sound Type Label Quantity Factor Level (dBA) Pressure Level at 50' (dBA) Loader 51 3 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 2 501 113 81 Water/Fuel Truck S4 2 50% 115 83 Dozer S6 1 50% 116 85 Skid Steer S10 3 50% 108 76 Mini Excavator S11 2 50% 96 64 Telescopic Forklift S12 1 50% 100 68 Scissor Lift S13 1 50% 106 59 Raised Voice S14 1 50% 64 11 Air Brake Release S16 1 10% 89 38 Dump Truck Idling with S17 1 10% 93 37 White Noise Backup Alarm New York City Los Angeles I Cast Lampton Post Office Box 1360 WBF 106E Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 19 of 79 T: 631. 37.4220 1 F:031.537.4224 a v � .n acoustic consulting +design products integrated delivery i Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Construction Noise Model (Continued) Table 12: Construction Equipment Overall Sound Power Levels and Utilization Factors for the Excavation Drainage Construction Equipment Source Utilization Sound Power Calculated Sound Type Label Quantity Factor Level (dBA) Pressure Level at 50' (dBA) Loader Si 3 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 3 50% 113 81 Water/Fuel Truck S4 2 50% 115 83 Dozer S6 1 50% 116 85 Skid Steer S10 2 50% 108 76 Mini Excavator S11 2 50/ 96 64 Telescopic Forklift S12 1 50% 100 68 Scissor Lift S13 1 50% 106 59 Raised Voice S14 1 50% 64 11 Air Brake Release S16 1 10% 89 38 Dump Truck Idling with S17 1 10% 93 37 White Noise Backup Alarm Table 13: Construction Equipment Overall Sound Power Levels and Utilization Factors for Construction Phase Construction Equipment Source Utilization Sound Power Calculated Sound Type Label Quantity Factor Level (dBA) Pressure Level at 50' (dBA) Loader S1 2 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 1 50% 113 81 Water/Fuel Truck S4 2 50% 115 83 DozerS6 1 50% 116 85 Skid Steer S10 2 50% 108 76 Mini Excavator S11 1 50%6 96 64 Telescopic Forklift S12 1 50% 100 68 Scissor Lift S13 1 50% 106 59 Raised Voice S14 1 50% 64 11 Air Brake Release S16 1 10% 89 38 Dump Truck Idling with S17 1 10% 93 37 White Noise Backup Alarm New York City Los Angeles I East Lampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 20 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Build Condition Noise Model Noise impacts from the Build Condition were also considered. Noise sources considered in the Build Condition impact include a boat being washed,one male speaking at a"Loud"vocal effort level as defined by data presented in a technical report by the Environmental Protection Agency in 1977 titled Speech Levels in Various Noise Environments written by Karl S. Pearsons, Ricarda L. Bennett, and Sanford Fidell, two males speaking at a "Raised"vocal effort level, and the average acceleration of one truck, meant to simulate truck acceleration denoting moving boats in and out of storage. For evaluation of the Alternate Site Plan, the same sources were considered, but it should be noted that acceleration will likely need to be greater and occur for a longer period of time to pull one of the boats up the ramp to get to the Alternate Site Plan location at a higher elevation. Overall sound power levels for the sources considered can be found in Table 14 and additional information including noting frequency breakdown can be found in Table 21 located in Section 3.6.9. Any sound levels provided do not constitute a requirement for equipment used for the project but provide the basis for calculations completed. Table 14: Overall Sound Power Levels for Sources Evaluated in the Build Condition Calculated Sound Construction Equipment Source Sound Power Type Label Quantity Level (dBA) Pressure Level at 50' (dBA) Shouting S2 2 74 42 Truck Acceleration S5 1 115 84 Raised Voice S14 1 64 11 Boat Washing S15 1 74 34 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts Using the methodologies described in Section 3.6.5, construction equipment descriptions, equipment utilizations, sound power levels, and traffic modeling methodologies described above, predictions were compiled for sound levels at each phase of construction. An hourly peak Leq and 8-hour Leq were both calculated for each phase of the construction at the Project Site. These can be found in Figures 7-18 graphically show the results of these calculations at the Project Site. For the additional areas considered at West Mill Road/Cox Neck Road, and Cox Neck Road,the main noise source is traffic.Therefore,figures for these areas presented focus only on the Excavation 2 Phase and the Excavation Drainage Phase, as these were the loudest construction phases for each traffic condition. Figures 19-26 graphically show these results for the 8-hour Leq as well as the peak hour.Sound pressure levels for all evaluation scenarios and receivers can also be found in Tables 15 and 16 for the 8-hour and peak hour sound levels. New York Cite Los Angers � East Hampton Post Office Box 1360 WBE DBE Certified Wainscdtt, NY 11975 Visit us online: www.SoundSense.com Page 21 of 79 T•, 631.537.4220 1 E:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 7: Eight Hour Leq Sound Levels from the Tree Removal/Grubbing Phase at the Project Site tong's Yacht enter' late: 1111512021 ti , IIr Noise level V V' Daytime Leq w K 95 90 95 35 so 8o 85 75 - BQ 70 - 75 55 - 70 t 4 i 1771 G,5 - 65 E--1 55 50 E 50 - 55 . 0 45 - 59 ME 40 - 45 Legend Receiver Cyan lmct'inn Nose swfces NKM Road EKISUng Buildings Construction Area Boiintlary:. s SoundSense,LLC 39 Industrial Rd Wainscott,NY 11975 SH&NSG 0 100 200 400 600 a feet SoundSense.22m: ... New York City Los Angeles i Bast Hampton Post Office Box 1360 WBF IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 22 of 79 T•. 631, 37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 8: Peak Hour Leq Sound Levels from the Tree Removal/Grubbing Phase at the Project Site Stong's Yacht Center Clete:1VIW2021 ll� ' Noise level 7 l Peak dour Leq >= 95 so - 95 e 85 90 t>. 60 85 4iy 75 — 80 n t 70 — 75 ;1 65 — 70 60 — 65 55 — 60 50 — 55 45 — 50 40 45 I22 Legend Receive[ Construction Nn�enurcew ?. Road Emtmg B}jddmgs Ct)nSttaucfuQn Atex Bou daFy ill SoundSense,ILC 3$Industrial Rd Wainscatt,NY 11975 SH&PAC 0 100 20D 400 800 Feet ° www.SoundSense.com New York City Los Angeles I Bast Hampton Post office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 23 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 9: Eight Hour Leq Sound Levels from Excavation Phase 1 at the Project Site Stong's Yacht- .. tenter n �a ata.1111512021 Noise level R7 aa}Etrne Lei r � In dB(A) >= 95 €' 90 95 85 so ,. so 85 75 - 80 70 - 75 65 70 r Q 60 - 65 s � 0 55 - 60 0 5aa - 55 m 0 45 - 50 Eld 40 - 45 4 �R2 Legend ... Vii. Cansiructicm:N©�e.�ource�.: oy •; NOW Road �...Eyrs rm suildin9s —� Gonstwcrfan AFea RO-Jdry, as SoundSense,LLC. 39 Industrial Rd Wainscott,NY 11975 SH&'MC Q......1GO 230 400 800 feet www:SoundSenseao New York City Los Angeles I East Hampton Post Office Box 1360 WEE COBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 24 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 10: Peak Hour Leq Sound Levels from Excavation Phase 1 at the Project Site tong's Yacht t � tenter' Fate:1111512021 a V � r. Noise level Peek Hour Leq 90 -45 81 go so X85 75 _ 80 70 - ,75 a 65 - 7!] Q 6o - 55 7 E--1 55 60 f ,tea 50 - 55 . 'a, 0 45 - 50 _ 40 45 Legend 0 R-Cenrer .. Lir.: Cbnst,,r.Tbn Nnu-e uu rex Read Extstny Buildings . 04n9ir cr n Area Boupaary r SoundSense,LLC r 11 39 Industrial Rd 'i Wainscott,NY 11975 4... 144 200 464 5.403 �•• Feet . .SoundSense.G41Y7. New York City Los Angeles I East Hampton Post Office Box 1360 WEE IBE Certified Walnscdtt, NY 11375 Visit us online:www.SoundSense.com Page 25 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 11: Eight Hour Leq Sound Levels from Excavation Phase 2 at the Project Site tong's Yacht enter date: 1111512021 Noise level t - •"' Daytime Leq �i R5 .. 1 97 - 95 f 85 _ so so 65 75 - 80 '70 75 :;. 65 - 70 Y««Y t Q 60 - 65 Sa Q 55 - 50 0 5o - 55 0 45 - 50 ' tEM 40 - 45 t Legend Coml.ci6pn Nw-9.—esl ,1 Road tai Existing Buildings e �.' � Canstruettan Rtea Bounlary:. 4 SoundSense,LLC 39 Industrial Rd Wainscoft,NY 11975 a SH&+NIC 4.. 144 200 404 5403 Peet iM1ww.SoundSense.2 New York City Los Angeles i Bast Hampton Post Office Box 1360 WBF IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 26 of 79 T•. 631, 37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 12: Peak Hour Leq Sound Levels from Excavation Phase 2 at the Project Site tong's Yacht enter date: WWI 11 Noise level �4 *.Y Peak Hour Leq In 5B(A) a >= 95 1 , 90 - 95 85 - 9f1 SG - '85 75 - 80 70 75 65 - 70 Q so 65 E--1 55 - 56 0 45 - 50 40 - SIS * z: 9 Legend R-Ce*rer q^r: GCmi ev- Stun— UM aun— Road Existing Buildings �. Cdn in utto,,Area€Roukare SoundSense,:LLC 39 Industrial Rd' Wainscott,NY 11975 s SH&NIG 0... 100 204 400 5403 Peet a. www SoundSense.22 New York City Los Angeles I Bast Hampton Post Office Box 1360 WBF IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 27 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 13: Eight Hour Leq Sound Levels from the Retaining Wall Phase at the Project Site tong's Yacht _ tenter y date: 1111512021 Noise level 1, 7 Daytime Leri In dB(A) ro >_ 95 R y 90 - 95 8,5 _ go y 80 85 75 - 80 70 - 75 s 65 - 70 ^ 0 so - 65 d x 55 - 60 0 50 - 55 45 - 50 .s 40 - 45 Legend Recenrea s ¢ ti._,r... construcTou,h.n S� Sources: NUM Read r g' EMrst,ng Bwfdrngs cumtncllQn Area Boundary... yy o y y SoundSense,LLC .` 39 Industrial Rd ` r Wainscott,NY 11975 SH&NIC 0;. 100 204 400 5403 w feet www_SoundSense.ctani New York City Los Angeles I Bast Hampton Post Office Box 1360 WBF IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 28 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 14: Peak Hour Leq Sound Levels from the Retaining Wall Phase at the Project Site tong's Yacht enter Cate:I U1512021 $a Noise level p Peak Hour Leri in dB(A) ti a_ 95 90 - 95 ' 85 90 so 85 75 - 80 70 - 75 55 - 70 Q 90 - 65 7r E 50 55 ' Q 45 - 50 wEM 40 - 45 Legend �M ,.. Recenrer Construct-Wsr,Rou res. Road Exis-tirig Butldings w � Construction Area E#ouneiary. SoundSense,LLC 39 Industrial Rd ainsetatt,NY 11975 t SH&MC n;. 100 200 460 540 feet www SoundSense.2nh New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 29 of 79 T•. 631, 37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 15: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site tong's Yacht t.. enter' m i3 ate: 1111512021 Noise level; I � 7 � Daytime Leq: in dB(A) >_ 95 90 - 95 as so So 85 (, 75 - 80 r¢ 70 - 75 65 - 70 50 - 65 0 55 Go t E] 50 - 55 No 40 - 45 u Legend .. 0 Recenree C, C.nSI-evan m. NNW Road " Es ting Buddngs W Cdn91ruet}an Area..Boundary s R SoundSense,LLC 39 Industrial Rd WWainscatt,NY 11975 SH&MC 4... 146 2114 46X1 5403 ,6: feet www.SoundSense.22 New York City Los Angeles I Bast Hampton Post office Box 1360 WBF DBP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 30 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 16: Peak Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site z tong's Yacht tenter laate: 111'1512021 ' Raise level Rk. Peak Hour Leri In€B(A) R5 90 - 95 fly - so 80 85 ,) 75 80 7th - 75 65 - 74 69' - 65 a 0 55 - SCS SQ - 55 45 - SQ 40 45 a Legend � 0 Receiver ,r ConstrueTun NrI Sources NOW Road ,• Existing Suif[I Gt nstnaetfan Area Boundary,: J a SoundSense,LLG r 39 Industrial Rd Wainscatt,N`(11975 SH&NIC 4.. 100 200 Ado 5403 � � Pee[ . ^� www.SoundSense.2 New York City Los Angeles i Bast Hampton Post Office Box 1360 WBF IABP Certified Walnscdtt, NY 11375 Visit us online:www.SoundSense.com Page 31 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 17: Eight Hour Leq Sound Levels from the Construction Phase at the Project Site tong's Yacht tenter : late: lit15121321 Noise level Daytime Leri 5 >= 95 t Rq q 4 90 - 95 I °{ I Mill 85 - 90 I� so - 85 1f ,• (° 75 - 80 4 ni w r 65 - 70 Q Go - 65 Y 0 55 - so s 0 50 - 55 0 45 - 50 4• 40 - 45 Legend R3 m R2tc'NEf r ti: G4nstructfnn hln+3e Sources;... NNW Road F-1 Existing Buildings � w •. C+an9YrunEiUn Are6..Boundary,.: SoundSense,LLG 39 Industrial Rd Wainscatt,NY 11975 SH&NIC n;. 106 200 460 .600 °. : ham" SoundSeijse.etanl New York City Los Angeles I Bast Hampton Post Office Box 1360 WBF IBB Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 32 of 79 T•. 631, 37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 18: Peak Hour Leq Sound Levels from the Construction Phase at the Project Site tong's Yacht tenter a " Yate: WWI e s Noise level sfr 7 dl' Peak Hour Leq $ u >= 95 90 - 95 ti 85 - 90 so 85 75 - 80 70 - 75 65 - 70 60 - 65 0 55 - Go 0 50 - 55 �.a s Q 45 ' 50 •„ NN 40 - 45 Legend ..,. `..: lni`center Cl: conglMet:flan Noise eourcew..... WNM Road ,. F—L] Existing Buildings C tnsmiction Area Rosartd.fy .. as u SoundSense;:LLC 39 Industrial Rd Wainsetatt,NY 11975 SH&NIC.. LIS.. 100 200 4dn 5403 •,'y.. Peet. ., .M1Nd4Af;Sd7unCiS' 17Se.CdbYY7: New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 33 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 19: Eight Hour Leq Sound Levels from Excavation Phase 2 at West Mill Road and Cox Neck Road i' Stong's Yacht Ra Center Date:11t'W2021 Noise levee a Daytime Leq In dB(A) >= 95 90 - 95 85 - 50 BfG 80 85 75 _ :Bo Rig * 70 - 75 65 - 70 Q 60 - 65 0 55 - 50 s. Rza 50 - 55 0 45 - 50 40 45 Rte Legend ' ,. Reeen+ez . 0 Constmetion Naae Sources:.. ,. KNIM Road r Existing BoTdinna Con5trucWn Area Boundary F�14 SoundSense,tLr: n 39 Industrial Rd Wainscatt,NY 11975 S14&me 0:.. 250 '5GG 10OG 15 Q f ee wwwSoundSense.com New York City Los Angeles I Bast Hampton Post office Box 1360 WBF IABP Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 34 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 20: Peak Hour Sound Levels from Excavation Phase 2 at West Mill Road and Cox Neck Road Stong's Yacht a Center Date: 14/1512021 Jose level Peak Hour Leri In dB(A) >= 95 90 - 95 ate 85 - so 8€7 85 Iatt 75 - 80 70 - 75 55 - 75 Go - 65 0 55 60 R E 50 _ 55 i 0 45 - '50 IM 40 m 45 Rte e�`Vgl�IF,gt> f M wl Iu Legend Recenrer 0 ConstrucTion Noise Sources:... 5 Road ' E] Existing BtL6durgs Crn5luraCw Area Bouttglaew SoundSense,LLC �t5 39 Industrial Rd ainscott,NY 11975 SH&MC Ci.:.. 250 50D 14UG }5C}Cl.. 6815 Fee www.SoundSense.com New York City Los Angeles I East Hampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 35 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 21: Eight Hour Sound Levels from Excavation Phase 2 Phase at Cox Neck Road tong's Yacht Center Date-:9111512021 Noise level' R1 Daytlrne Leq s In dB(A) >= 95 95 85 - 9fJ 8o 85 75 - 80 W 70 - "75 65 - 70 60 65 0 55 - 60 50 - 55 0 45 - ,50 40 46 {1 Legend Rzcenrer 0 Consductan NmSource WSM Road L�l Exrsting Buildlogs +.. t Construction Area Boundary:. a 1 r 1 A, SoundSense,LLC 39 Industrial Rd Wainsco t,NY 11975 t SH&Mc< 0:... 1`0300 600 903 fee wwwor SoundSense.etani New York City Los Angeles I Bast Hampton Post Office Box 1360 WBF IABP Certified Walnscdtt, NY 11375 Visit us online:www.SoundSense.com Page 36 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 22: Peak Hour Sound Levels from Excavation Phase 2 at Cox Neck Road tong's Yacht tenter +, 5}ate:1111512021 ':. Noise level' 1A: Perk Hour Le0{ a in dB(A), >= 95 90 - 95 95 - 90 80 85 75 - 80 70 - 75 65 - 70 60 - 55 0 55 - 60 0 50 - 55 0 45 - 50 40 - 45 r i Legend Reeewer CpnstzucLan Nov—S.,g— MW Road ' Existing Byddmgs Cong,.ction A,.a Bou,lary r' r 11 II Soundser ,t:LC S 39 Industrial Rd Wainscott,NY11975 SH&NIC n 75{6 WD Gan 903 .. feet wwvw,SoundSense.com New York City Los Angeles I East Hampton Post office Box 1360 WEE IBE Certified Walnscdtt, NY 11375 Visit us online:www.SoundSense.com Page 37 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 23: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road Stong's Yacht Center' ?ate: 1111512021 Noise level Daytime Leri In dB(A) >= 55 so - 55 ' $5 - go RS% $o - $5 R� 75 - -80 70 - 75 65 - 70 60 55 55 Go Rtt 4y` 0 50 - 65 0 45 - i50 40 - 46 Legend ti Cbx15{rLCtIGn�fSI59�l1uYCe IM Read Existing 8utfdtngs - CanstrucCl0n Ares Bgnndary.� R Id a SoundSense,.LLC 39 Industrial rid Wainscott,NY 11975 SH&MC 9::.: 250 nou IfJGG 156C�' seep wwwSoundSense.com New York City Los Angeles I East Hampton Post Office Box 1360 WEE DBE Certified Walnscdtt, NY 11375 Visit us online:www.SoundSense.com Page 38 of 79 T•. 631, 37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 24: Peak Hour Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road Stong's Yacht Center Date: 1111512021 Noise level Peak Hour Leq In d8(A) >= 95 9D - 95 m Rtt� 85 - 40 80 - 85 r 75 80 70 - 75 65 - 70 R 0 60 - 65 55 - 80 X12 50 - -55 0 45 50 40 46 w Legend 'c: � ti GanstrUct'ran Nrise Source: 5 Road Existing 8atldtngs C9nstntictianAreaEauntlary Rid -` SoundSense,LLC 39 Industrial Rd Wainsco t,NY 11975 SH&MC 9::.: 250 nou IfJGG 156C�' ' ce c m t www,SoundSense.com New York City Los Angeles I Bast Hampton Post Office Box 1360 WBF DBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 39 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 25: Eight Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road Stong's Yacht tenter Date: 11M5I2021 Noise level Daytime Lei y � P In dB(A) i ,. 80 s5 .. 85 - s0 80 85 75 - 80 w®,t 70 - 75 85 - 70 Go 65 d n t t 0 55 - 'Go E] 50 - 155 R F nfi�. 45 - -50 El 40 - '45 Legend Recemer t3 CpnSCruc€ta>1 rdnise odtcea. ,w Road >, .. Eurstrng Burfdrngs Construction Area 6gundar4: 3 „ SoundSense,LLC 39 Industrial Rd u 4,it ' Rte WWainsco t,NY 11975 0::.. 750 'WU ..000 900 feet ,.. i'' ,. `".. SCIunCISkF'flSe.GOft New York City Los Angeles I East Hampton Past office Box 1360 WEE DBE Certified Walnscdtt, NY 11375 Visit us online:www.SoundSense.com Page 40 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 26: Peak Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road Stong's Yacht Center Date.1111512021 Nose level Peak Hour Leq In dB(A) 95 -go 95 a5 - gc a0 - 85 75 - 80 p, 8 70 - 75 55 - 70 50 - 65 R15 0 55 - 60 0 50 - 55 0 45 - '50 Rig a; 40 - ,46 Legend Recenrer.. Comm uw Nnise Sources: Road Euistng Buildings Cunstruskian Area Floundary:.... SoundSense,LLC 39 Industrial Rd Wainsco t,NY 11975 S}18'Mc, 0 1,50 WU boo 9D3 feel www.SnnndSense.22 New York City Los Angeles I East Hampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 41 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Construction Noise Impacts (Continued) Table 15: Eight Hour Leq Sound Pressure Levels at All Receivers for Construction Activities and Additional Traffic Tree Excavation Existing Excavation Excavation Retaining Receiver Removal/ Drainage Construction Location Condition Phase 1 Phase 2 Wall Phase Number Grubbing Phase Phase(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) 5106 West Mill R1 Road 44 45 49 49 51 51 51 R2 800 North Drive 44 66 44 76 70 71 70 R3 805 North Drive 44 62 74 71 63 64 63 R4 2010 West Mill 45 49 57 59 49 49 48 Road 4105 West Mill RS 'Road 50 51 57 60 51 51 51 R6 200 East Mill Road 45 48 55 60 50 50 49 R7 750 East Mill Road 45 49 58 60 54 54 54 R8 3329 Grand Ave 44 53 63 67 59 59 58 3001 West Mill R9 Road 47 48 54 55 48 48 48 R10 1525 West Mill 61 61 61 61 61 61 61 Road 1480 West Mill R11 ;Road 63 63 63 63 63 ! 63 63 R12 1065 West Mill 63 63 64 64 64 64 64 Road 155 Breakwater 'R13 Road 63 63 63 63 63 ` 63 ' 63 R14 2100 Cox Neck 66 66 66 66 66 66 66 Road 2695 Cox Neck 'R15 Road 66 66 66 66 66 ' 66 66 R16 1475 Cox Neck 64 64 64 64 64 64 64 Road 10201 Cox Neck 'R17 Road 62' 62 62 62 62 62 62 R18 55 Middle Road 66 66 66 66 66 66 66 New York City Los Angeles I Bast Hampton Post Office Box 1360 WBC IABP Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 42 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Construction Noise Impacts (Continued) Table 16: Peak Hour Leq Sound Pressure Levels at All Receivers for Construction Activities and Additional Traffic Tree Excavation Existing Excavation Excavation Retaining Receiver Removal/ Drainage Construction Location Condition Phase 1 Phase 2 Wall Phase Number Grubbing Phase Phase(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) 5106 West Mill R1 Road 44 47 57 57 59 59 57 R2 800 North Drive 44 72 86 87 80 80 79 R3 805 North Drive 44 69 84 82 73 73 73 R4 2010 West Mill 44 54 67 69 55 55 55 Road 4105 West Mill R5 'Road 50 54 67 69 54 54 54 R6 200 East Mill Road 44 52 65 70 57 57 57 R7 750 East Mill Road 44 54 68 70 63 63 62 R8 3329 Grand Ave 44 59 74 78 67 67 67 3001 West Mill R9 Road 47 51 64 64 50 50 50 R10 1525 West Mill 60 60 61 62 60 60 60 Road 1480 West Mill R11 ;Road 63 63 63 63 63 63 63 R12 1065 West Mill 63 63 64 64 63 63 63 Road 155 Breakwater 'R13 Road 63 63 63 63 63 63 ' 63 R14 2100 Cox Neck 65 65 66 66 66 66 66 Road 2695 Cox Neck 'R15 Road 66 66 66 66 66 ' 66 66 R16 1475 Cox Neck 64 64 64 64 64 64 64 Road 1020 Cox Neck R17 Road 62' 62 62 62 62 62 62 R18 55 Middle Road 63 63 63 63 63 63 63 New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 43 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Construction Noise Impacts (Continued) While receivers near the Project Site are impacted by the construction noise, noise impacts due to construction are specifically exempt from the Noise Code. As can be seen from the figures and Tables 15 and 16, there is a significant increase at Receivers R1-119. These increases would have a significant and adverse impact as defined by the NYSDEC criteria to the nearby residences during the period of construction and particularly during excavation, but would be limited to during daytime hours,and would be temporary, since these increases are only during construction. It should also be noted that the results presented are exterior sound levels. This impact is reduced to the interior of a nearby residence. As presented in the NYSDOT Environmental Procedures Manual, Chapter 3.1 published in August 1998, it is expected that a light frame building type with ordinary sash windows is expected to reduce sound levels by 20 dB. Should a storm window be used,this reduction is expected to increase to 25 dB. This 20-25 dB decrease in sound levels is expected to reduce the impact to the interior of residences and would minimize impact to quality of life while indoors. During the late fall/winter/early spring it is expected that most nearby residences will be primarily indoors during construction at those times, reducing the impact on quality of life.Once the ground has been excavated,the impact is significantly reduced, except for R2 and R3 since the excavated area acts like an acoustic barrier. Due to the elevation and line of sight for R2 and R3,this benefit is not received. Build Condition Impacts While construction noise would be temporary, build condition impacts are typically most critical under SEQRA review.The proposed project will be a storage facility. While the buildings will be largely inactive for a significant amount of the year,there will be times when boats are loaded into and out of the building. Due to the grading which will occur at the site,the retaining walls act as a sound barrier, largely containing the noise within the graded area. Figures 27-29 show the graphic presentation of the peak sound levels predicted at the Project Site using the noise sources presented previously in Table 14, as well as peak future traffic generation along Cox Neck Road and West Mill Road. Table 17 presents the overall sound pressure levels at each location. New York City Los Angeles East Hampton Post Office Box 1360 WEE COBE Certified WWainscatt, NY 11975 Visit us online:www.SoundSense.com Page 44 of 79 T 631.537A220 1 :631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition Impacts(Continued) Table 17:Sound Pressure Levels at All Receivers in the Build Condition Receiver Existing Condition Build Condition Number Location (dBA) (dBA) R1 5106 West Mill Road 44 44 R2 800 North Drive 44 48 R3 805 North Drive 44 45 R4 2010 West Mill Road 44 44 R5 4105 West Mill Road 50 50 R6 200 East Mill Road 44 45 R7 750 East Mill Road 44 44 R8 3329 Grand Ave 44 45 R9 3001 West Mill Road 47 47 R10 1525 West Mill Road 60 60 R11 1480 West Mill Road 63 63 R12 1065 West Mill Road 63 63 R1.3 155 Breakwater Road 63 63 R14 2100 Cox Neck Road 65 65 R15 2695 Cox Neck Road 66 66 R16 1475 Cox Neck Road 64 64 R1.7 1020 Cox Neck Road 62 62 R18 55 Middle Road 63 63 New York City Los Angeles I East Lampton Post Office Box 1360 WEE DBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 45 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition (Continued) Figure 27:Sound Levels in the Build Condition at the Project Site St+ong's Yacht Center " Cate':11115/2021 8 t � Noise level 7 Peak Hour Leq 5 - >= 95 75 - 80 70 - 75 ss - 70 p 60 - 55 55 60 50 66 d, 45 50 ME 40 46 Legend 0 ReeenreF 0 construction Noise Sources.. Road II Buildings Construct on Area BountlaTy SoundSense„LLC 39 Industrial Rd Wainscott,NY 11975 _ SH&SIC 0 100 200 400 BOG e.: www_SoundSense.com ' New York City Los Angeles I Bast Lampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 46 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition (Continued) Figure 28: Peak Sound Levels in the Build Condition at West Mill Road and Cox Neck Road R Stong"a Yacht a Center Baa Irate:1111512121 4 r I Noise level Peak Hour L q In dB(A) 90 - 95 �n a5 g0 80 - 85 t 75 - 80 70 - 75 65 - 70 [ 60 - 65 55 - 60 50 - X55 45 - 50 40 - '45 Legend .' RECeIVB}' CansTructon Nose Sources MOM Road ExMiriq rhiddings �r Construction Area&auntlarv.:.. SoundSense,t LC 39 Industrial Rd Wains Cott,NY 11975 S14&MC 0:.: 250 500 1GGQ 1r5q� roe www SoundSense.eom New York City Los Angeles I Bast Lampton Post Office Box 1360 WEE IBB Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 47 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition (Continued) Figure 29: Peak Hour Sound Levels in the Build Condition at Cox Neck Road tong's Yacht tenter Hate:lit1512024 Noise level Peak Hour Leq Rid in dB(A) >_ 95 ` so 55 85 - so so 85 m 75 - 80 70 - 75 65 70 60 65 55 - 60 El 45 - "5a IM 40 - 45 E Legend RFCenrer is Cnnstmct an Nm e 3QurceW... MON Read ,r' 7 Existing ftfld,ngs a Canstructmn Area Rnundary s, m SoundSense,LLC S s 39 Industrial Rd Wainscoft,NY 11975 SH&Mc 0:.. 150 31"10 EDO ;9GO eet wwaanr:SoundSense.com As seen above, no receiving locations exceed 6 dBA above the Existing Condition sound levels. This is categorized as no impact as classified by the NYSDEC evaluation criteria and would not be expected to impact quality of life for any nearby residence.The greatest predicted increase would be 4 dBA at Receiver R2. Furthermore, sound levels predicted also meet the conditions of the Noise Code at all receiving locations.The results of the analysis show that in the Build Condition that mitigation measures would not be required. New York City Los Angeles i East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 48 of 79 T, 631.537.4220 1 E:631.537,4224 a v � .n acoustic consulting +design products integrated delivery le Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.7—PROPOSED MITIGATION: As discussed previously, based on the results, there is no mitigation needed for the Build Condition scenario based on the results of the analysis. For the construction phases,a few mitigation measures have been integrated into the requirements for any contractor for the project.These requirements include the following measures: • Construction activities would be limited to Monday to Saturday from 7:00 AM to 7:00 PM in accordance with the Noise Code. No work would be completed on Federal or State holidays, or on Sundays. • In accordance with the Noise Code. Excavation phases would be limited from Monday to Friday from 7:00 AM to 5:00 PM. No work would be completed on Federal or State holidays, or on Sundays. • During construction phases, work on Saturdays and after 5:00 PM Monday to Friday will only include vehicle and machinery maintenance and planning. No work would be completed on Federal or State holidays,or on Sundays. • Any vehicle which requires the use of a back-up alarm will use a white noise back-up alarm instead of a single tone beep. • All trucks and drivers will be instructed to disengage all Jake Brake mechanisms once turning on to Cox Neck Rod from County Route 48. • All dump trucks utilized will be Tier 4 certified by EPA standards. These mitigation measures are critical to minimizing impact to nearby neighbors during the construction phases. It is well documented that tonal sounds are significantly more disturbing than sounds with a more distributed sound spectrum across all frequencies. While both the beeping backup alarm and tonal beep alarm are both OSHA compliant and have similar overall sound levels, the white noise alarm distributes the sound level over a wider range of frequencies so that the sound is less disturbing to nearby residents. Like the backup alarm, the Jake Brake mechanism on trucks causes a significant high frequency disturbance while trucks are moving through residential areas. In communication with Benimax Trucking, the company used to coordinate the in-situ readings of the Tier 4 dump trucks, it is understood that it is standard practice to disengage all Jake Brake mechanisms when driving through residential areas and is a requirement on nearly every project which the company takes on. Finally, while there is no standardized data available for sound levels on Tier 4 truck sound levels, the field testing and calculations in Section 3.6.5 show that a significant reduction in sound levels is predicted compared to standardized data from the FTA Guidelines. New York City Los Angeles i East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11075 Visit us online:ww , oundSense.com Page 49 of 79 T 631.537.4230 1 F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.7—REVIEW OF ALTERNATE SITE PLAN: Construction Noise Impacts To evaluate the difference in construction noise impacts in the proposed plan compared to the Alternate Site Plan,the Excavation Drainage phase was selected.This phase is anticipated to have the highest sound levels created once the excavation is complete and the two plans would be sufficiently different to compare.The same equipment utilizations,sound levels,and traffic generation were used for evaluation, with the only changes made being the location and grading to match the Alternate Site Plan. Figures 30 and 31 present the graphic representation of the data during construction for the peak hour sound level generation and 8-hour Leq sound levels predicted at the Project Site. Figures 32-35 show the predicted 8- hour Leq and peak hour sound levels at West Mill Road and Cox Neck Road.Tables 18 and 19 present the predicted sound levels for all receiving locations for the 8-hour Leq and peak hour Leq, respectively. Tables 18 and 19 also present the difference in predicted sound pressure levels for a direct comparison to the proposed plan. Results show that there would be a significant increase in sound level because the grade would no longer act as an acoustic barrier and would lose the transmission loss provided by the retaining wall.This is most evident at R1,where increases range from 10-16 dBA, as well as R2-R7 as well as R9,which show increases ranging from 3-10 dBA.These changes are significant and will cause a greater disturbance to a wider range of areas during the construction. New York City Los Angeles I East Hampton Post Office Box 1366 WBE IBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 50 of 79 T. 631.537.422{) 1 F:631.537.4324 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.7—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 30: Peak Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site with the Alternate Site Plan M Stong's Yacht Center Date:1111512021 Node level a � Daytime Leq 1 in dB(A) u — 95 so 95 t 85 so so 65 ..` 75 80 70 75 &5 70 [ 50 - 65 55 60 d , El 50 - 55 I 45 - 50 40 - 45 r: Legend 13 Rrceirer 0 Constructmn Nasse Soames _ o R-1 a Existing Bufd,ngs Gonstrudw Area goundar}... SoundSense,LLC 39 Industrial Rd Wainscott,NY 11975 SH&Mc D 100 200 46D 6OG e—t www.SoundSense.com New York City Los Angeles I East Hampton Post office Box 1360 WEE DBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 51 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.7—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 31: Peak Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site with the Alternate Site Plan . . Stong'a Yacht �ar Center Elate:1111512021 . Noise level Peak Hour Leq .: In dB(A) 5 5- 55 a ,, t �9 so - 55 85 go 80 - 85 75 - '80 70 - 75 a.. 85 - 70 80 - 65 55 60 aw 7 0 50 - 55 0 45 - i50 ME 40 - 45 Y Legend Recewer Gonstrucuon Noise Sources., NOW Road r F-71 Existing Buildings ., Gonstructtdn Area 6aunrJary: SoundSense,LLC 39 Industrial Rd Waihscott,NY 11975 0... 100 200 4PO Poo feet www.SoundSense.2T New York City Los Angeles I East Hampton Post Office Box 1360 WEE DBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 52 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 32: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road with the Alternate Site Plan t Stong*s Yacht Center Fate:14/1512021 Noise level Daytime Leq In dB(A): >= 55 so - 95 R0 INS 85 - 9fl IM 80 - 85 R IM 75 - 80 ME 70 - 75 65 - 70 60 - 65 0 55 - 60 nr 0 50 - 55 45 - 50 40 - .45 a Legend rw,. .. Recerv�Y NOW •.�'�- d' COrlstruc[[Sn k�qL^-re�ovirc25;... Road Existing BiJddings GonstI Area Boundary SoundSense,LLC n 39 Industrial Rd Wainscott,NY 11975 a SH&FAC p::.. 2517 '543 iG0t7 751711 RIs r� www.SoundSense.com New York City Los Angeles I East Hampton Post office Box 1360 WBE IBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 53 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 33: Peak Hour Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road with the Alternate Site Plan Stong's Yacht Center Date:1111512021 Noise level Peak Hour Leq In€18(A) >= 95 as 5 n p 85 9a 8o 85 75 _ 80 70 - 75 65 - 70 0 60 - 65 Ftp 3 0 55 - 60 0 50 - :55 a 0 45 - 50 40 - 45 ' Legend : Recen±e..f 7 0 Co-U etr5n NntSs�aurse�... � VISM Road "v`6 Emlllg Rifldings ...: ct)nstrurtrdn a Bowritiary- tl t I� I SoundSense,LLC la 39 Industrial Rd ainsoott,NY 111975 say&_mc< p.. 254 -SdQ 76170 15gC7 62$� Tee€: _SoundSense.ev New York City Los Angeles I East Hampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 54 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 34: Eight Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road with the Alternate Site Plan . tong's Yacht tenter E3ate:11/1512021 .,".,. Noise level �z v 1 Daytime Leq In dB(A): >= 95 so - 95 05 - 9m 80 - 85 x 75 80 ,. EM 70 - 75 65 - 70 Q 60 - 65 1 s. 55 - 60 50 - :155 45 - X50 40 45 1S � � c ! Legend ,. R—r Construction PJo�e Sources. Roan EX11ting axld,f gs x Constructan Ajea Rundary { SoundSense,LLC . 39 Industrial Rd 1 NWainsebtt,NY 11975 q' SH Smc r�t www.SoundSense.com New York City Los Angeles I East Hampton Post Office Box 1360 WBE IBE Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 55 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 35: Peak Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road with the Alternate Site Plan tang's Yacht Center €3ate:W1512021 y4r Noise level Peak Hour Leq In dB(A) ,< 95 85 - 5o 80 85 ' 75 - 80 70 - 75 65 70 , 60 65 55 60 50 - 55 0 45 - 50 N 40 - 45 ' Legend Receiver 0 Canstrvct on Notsic Sauraes.:... Road it F-1 EmUng Bijddings a W. '"- — Co-trucir'cir Ate.Bduridary u � t a SoundSense,LLC 39 Industrial Rd iF3 t+Wainscott,NY 11975 sm&'Mc g> teo 31,10 erre goo eet www.SoundSense.com New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE DBP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 56 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.8—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts(Continued) Table 18: 8-Hour Sound Pressure Levels at All Receivers for Construction Activities and Additional Traffic with the Alternate Site Plan and Difference in Sound Pressure Level compared to the Proposed Plan Existing Proposed Plan Alternate Plan Receiver Difference Location Condition Construction Construction Number (dBA) (dBA) (dBA) (dBA) R1 51.06 West Mill Road 44 51 68 16 R2 800 North Drive 44 71 75 4 R3 805 North Drive 44 64 69 5 R4 2010 West Mill Road 45 49 59 10 R5 4105 West Mill Road 50 51 58 7 R6 200 East Mill Road 45 50 59 9 R7 750 East Mill Road 45 54 59 4 R8 3329 Grand Ave 44 59 61 2 R9 3001 West Mill Road 47 48 55 7 R10 1525 West Mill Road 61 61 61 0 R11 1480 West Mill Road 63 63 64 0 R12 1065 West Mill Road 63 64 64 0 R13 155 Breakwater Road 63 63 63 0 R14 2100 Cox Neck Road 66 66 66 0 R15 2695 Cox Neck Road 66 66 66 0 R16 1475 Cox Neck Road 64 64 64 0 R17 1020 Cox Neck Road 62 62 62 0 R18 55 Middle Road 66 66 66 0 New York City Los Angeles I East Hampton Post Office Box 1360 WEE DBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 57 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.8—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts(Continued) Table 19: Peak Hour Sound Pressure Levels at All Receivers for Construction Activities and Additional Traffic with the Alternate Site Plan and Difference in Sound Pressure Level compared to the Proposed Plan Existing Proposed Plan Alternate Plan Receiver Difference Location Condition Construction Construction Number (dBA) (dBA) (dBA) (dBA) R1 5106 West Mill Road 44 59 71 12 R2 800 North Drive 44 80 84 5 R3 805 North Drive 44 73 76 3 R4 2010 West Mill Road 44 55 63 8 R5 4105 West Mill Road 50 54 63 9 R6 200 East Mill Road 44 57 63 6 R7 750 East Mill Road 44 63 64 1 R8 3329 Grand Ave 44 67 69 1 R9 3001 West Mill Road 47 50 59 9 R10 1525 West Mill Road 60 60 62 1 R11 1480 West Mill Road 63 63 63 1 R12 1065 West Mill Road 63 63 63 0 R13 155 Breakwater Road 63 63 63 0 R14 2100 Cox Neck Road 65 66 66 0 R15 2695 Cox Neck Road 66 66 66 0 R16 1475 Cox Neck Road 64 64 64 0 R17 102.0 Cox Neck Road 62 62 62 0 R18 55 Middle Road 63 63 63 0 New York City Los Angeles I East Hampton Post Office Box 1360 WEE DBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 58 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.8—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition Impacts As discussed previously,the Build Condition for the proposed plan has no impact predicted on the nearby receivers.The most considerable difference between the proposed plan and the Alternate Site Plan is the ramp which will need to be used to access the storage buildings. Vehicles using this ramp will need to accelerate more significantly to access the area, leading to increased sound generation. Figures 36-38 presents the graphic representation of the data,while Table 20 presents the predicted sound levels at all receivers. The Build Condition would still comply with the Noise Code and would have the same anticipated sound level except at R2 where the increase due to the Alternate Site Plan is only 1 dBA,which is not perceivable. Figure 36:Sound Levels in the Build Condition at the Project Site with the Alternate Site Plan �. Stong's yacht C:enter . Date:1111512021 Noise level Peak Hour Leq In dB(A) 5 ® >= 95 &67 90 - 95 &5 - 8a 80 - 85 m yr 75 - 80 n 70 - 75 65 - 70 60 - 65 55 - 60 50 55 0 45 - 50 �. 40 45 Legend °' 3 Reserver m e ,Cnnsixuclrttn'Noise Sources , a"Rra Existing Bi,artdings Gon8lmA rronArea Boundary:.. SoundSense,LLG 39 Industrial Rd Wainscntt,NY 11975 SH&Mc 0 100 200 400 664 feet www,SoundSense.com New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE CBF Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 59 of 79 T•. 631,;x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.8—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition Impacts(Continued) Figure 37: Peak Sound Levels in the Build Condition at West Mill Road and Cox Neck Road with the Alternate Site Plan a ' Stong°s Yacht �a Center Date:11115/2021 Noise levet Peak Hour Leq n d$IRI >= 95 so - 95 oto 65 90 80 - 65 75 - 60 70 - 75 65 - 70 0 60 - 55 0.. 55 - 60 �t �%. 50 55 E_] - 50 40 - 45 Rte Legend i l a Construction Nose Sources i ' NOW Road ...." II Rui{dings t " --- Constructfm Area Boundary t, k � i SoundSense,LLC t 39 industrial Rd Walnscott,NY 11975 SH&Ntc 0;... H0 :5417 14407 15074.... f S6 www,SoundSense.com New York City Los Angeles I East Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 60 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.8—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition (Continued) Figure 38: Peak Hour Sound Levels in the Build Condition at Cox Neck Road with the Alternate Site Plan tong's Yacht i Center Cate:1111 W2021 pp Noise level q Peak Hour Leq In dB(A) 95 55 85 - 90 80 85 75 - 80 70 - 75 65 - 70 60 6,9 55 60 0 50 - {55 0 45 - 50 40 45 vs 9:. Legend R.eeervrer-. t7 Canstr action Nose 9-news... NEW Rami Emling BAd,ngs ' CfJrSTFuctit,n Area Boundary::.. t „ SoundSerI 39 Industrial Rd wainscott,NY 11975 SH&Mc0 1-90 3DU 000 900 < feet A ... r wwwSourceiSertse.co New York City Los Angeles I Bast Hampton Post Office Box 1360 WEE IABP Certified Wainscdtt, NY 11375 Visit us online:www.SoundSense.com Page 61 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.8—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition Impacts(Continued) Table 20: Sound Pressure Levels at All Receivers for the Build Condition with the Alternate Site Plan and Difference in Sound Pressure Level compared to the Proposed Plan Description Existing Proposed Plan Alternate Plan Receiver Excavation Location Condition Construction Construction Number Phase 2 (dBA) (dBA) (dBA) (dBA) R1 5106 West Mill Road 44 44 44 0 R2 800 North Drive 44 48 49 1 R3 805 North Drive 46 45 45 0 R4 2010 West Mill Road 47 44 44 0 R5 4105 West Mill Road 51 50 50 0 R6 200 East Mill Road 44 45 45 0 R7 750 East Mill Road 44 44 44 0 R8 3329 Grand Ave 44 45 45 0 R9 3001 West Mill Road 47 47 47 0 R10 1525 West Mill Road 60 60 60 0 R11 1480 West Mill Road 63 63 63 0 R12 1065 West Mill Road 63 63 63 0 R13 155 Breakwater Road 63 63 63 0 R14 2100 Cox Neck Road 65 65 65 0 R15 2695 Cox Neck Road 66 66 66 0 R16 1475 Cox Neck Road 64 64 64 0 R17 1020 Cox Neck Road 62 62 62 0 R18 55 Middle Road 63 63 63 0 New York City Los Angeles I Cast Hampton Post Office Box 1360 WEE DBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 62 of 79 T•. 631,;'x37.4220 [ F:631.537.4224 a v � .n acoustic consulting +design products integrated delivery Strong's Yacht Center-5780 West Mill Road—Mattituck, NY Acoustical Report 11/30/21 SECTION 3.6.9—REFERENCE DATA USED FOR ANALYSIS: Table 21:Sound Pressure/Power Levels for Sources Evaluated Sound Pressure Level (dB)at Identified Frequency(Hz) Sound Calculated Source Power Sound Description Label 63 125 250 500 1000 2000 4000 8000 Level Pressure Level at (dBA) 50' (dBA) Payloader Si 116 112 109 112 104 98 96 89 111 80 Shouting S2 0 40 56 69 71 67 61 49 74 42 Excavator S3 110 106 110 109 109 106 100 92 113 81 Water/Fuel S4 107 112 109 112 109 108 103 96 115 83 Truck Truck S5 108 108 106 109 108 108 108 109 115 84' Accelerating Dozer S6 111 112 108 105 107 104 114 103 116 85 Tub Grinder S7 107 107 107 107 107 107 107 107 114 82 Woodchipper S8 96 96 96 96 96 96 96 96 103 71 Feller Buncher S9 107 107 107 107 107 107 107 107 114 82 Skid Steer S10 113 111 104 103 103 100 100 89 108 76 Mini Excavator S11 102 94 92 92 91'' 88 87 78 96 64 Telescopic S12 108 102 98 96 96 92 88 85 100 68 Forklift Scissor Lift S13 108 105 102 102 107. 99 93 91 106 59 Raised Voices S14 0 53 59 64 59 54 49 43 64 11 Boat Washing S15 69 60 60 67 69 66 66 66 74 34 Measured Air S16 91 83 80 83 87 82 76 70 89 38 Brake Release Measured Dump Truck Idling with S17 95 91 82 85 91 84 81 69 93 37 White Noise 'Backup Alarm New York City Los Angeles I East Lampton Post Office Box 1360 WEE IBE Certified Wainscdtt, NY 11975 Visit us online:www.SoundSense.com Page 63 of 79 T•. 631,;x37.4220 [ F:631.537.4224 acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center-5780 West Mill Road-Mattituck, NY Acoustical Report- 11/30/21 SECTION 3.6.10-DAILY SUMMARY GRAPHS FROM NOISE MONITORING: Figure 39: Noise Monitoring Data from Wednesday 4/14/21 at Location I 90.0 80.0 =L 0 70.0 a=Leq (dBA) ca 60.0 —Lmax(dBA) Z 50.0 —LI (dBA) 40.0 _L5 (dBA) 30.0 —L10(dBA) ................. 20.0 L50(dBA) 0 10.0 L90(dBA) tA 0.0 L95 (d BA) 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 -,,-L99(dBA) PM- PM- PM- PM- PM- PM - PM- PM- PM- PM- —Lmin(dBA) 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 PM PM PM PM PM PM PM PM PM AM Time(Wednesday 4/14/21) Figure 40: Noise Monitoring Data from Thursday 4/15/21 at Location 1 80.0 70.0 =L 60.0 ------------------------ am Leq(dBA) —Lm ax(d BA) 50.0 ------------- --- —Ll (d BA) 40.0 L5 (d BA) 30.0 L10(dBA) 20.0 L50(d BA) 10.0 L90(d BA) 0 0.0 --- —1-95(dBA) 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:0011:0011:00 —199(dBA) AM- AM- AM- AM- AM- AM- AM- AM- AM- AM- AM- AM- PM- 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 12:00 —Lmin(dBA) AM AM AM AM AM AM AM AM AM AM AM PM AM Time(Thursday 4/15/21) ---------- New York City , Los Angeles i East Hampton Post Office Box 1360 WEE : DEE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 64 of 79 T. 631.537A220 1 F:631.537.4224 mi; 111imilli: i,ii 111 al 111se 11 I'migiiiiii;i;1:11 imil II III !'I ji MEN= acoustic consulting +design products integrated delivery a, o u d le Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 41: Noise Monitoring Data from Friday 4/16/21 at Location 1 80.0 70.0 =L 60.0 ---------- am Leq (dBA) ca 50.0 M. —Lmax(dBA) & 40.0 > —LI (dBA) 31 30.0 W _L5 (dBA) 20.0 10.0 --- L10 (dBA) M 0.0 --r T- -T� -7- -7- T- "'1" -7- -7- -T- -r r, -7- _L50 (dBA) 0 < < < < < < < < < < L90(dBA) 0 0 0 0 0 0 0 0 0 0 0 9 9 9 Ip 9 _L95 (dBA) 0 -1 r-4 0? 2 L99 (d BA) < < < < < < < < CL CL CL Q- CL 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 CL CL 9 9 9 9 9 9 9 9 o 0 0 9 9 (P 0 0 0 0 0 —Lmin(dBA) C'4 rIJ M �t Ln k.0 r- W rj Ln �D l 66 9 9 9 Time(Friday 4/16/21) Fig ure 42: Noise Monitoring Data f rom Saturd ay 4/17/21 at Lo cat ion 1 90.0 –—------------------------- –--------- —------- 80.0 --—----- =L 700 .................. ---—-------- am Leq(dBA) TI 60.0 CIO 50.0 —Lmax(dBA) 40.0 > Ll(dBA) -j 30.0 W —L5 (d BA) 20.0 -L10(d BA) 10.0 0.0 + 1 7' 7 T -r —L50(d BA) 2 2 2 2 2 2 2 2 :5; 7> 75; 75; 5; 5; 5; 5 5; 5; 5; 5; 5; 5 2 0 < < < < < < < < < < < CL CL CL a- CL 0- CL CL 0- 0- a- 0- < —L90(d BA) 0 0 0 0 0 0 0 0 0 0 0 0 0 o �H rJ —i cN M -zt M 1,0 r, W M 0 -4 r,4 L95(dBA) O� 2 L99(d BA) < < < < < < < < < o 0 0 0 0 0 0 0 0 < < < CL 9 9 9 9 9 9 9 9 9 0 o 0 0 —Lmin(dBA) C14 rH CI4 M It* M t.0 11, W 0 0 9 &; 0) 0 1 rH Time(Saturday 4/17/21) ........................................................................................................................................................ New York City : Los Angeles 1 East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 65 of 79 T: 631.537A220 � R 631.537.4224 Ii 1-iii ling 1!1!::1 1 mili;i,i ligi:i na I I;I�;!lignii 1:, I Ii 1:!!I 011i lo i i ONE= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center-5780 West Mill Road-Mattituck, NY Acoustical Report- 11/30/21 SECTION 3.6.10-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 43: Noise Monitoring Data from Sunday 4/18/21 at Location I 80.0 0- 70.0 =L 60.0 am Leq(dBA) 50.0 —Lmax(dBA) 40.0 Ll(d BA) 30.0 L5 (d BA) 20.0 L10(d BA) 10.0 L50(d BA) 0.0 0 < < < < < < < < < < < < —L90(d BA) o 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 —1-95(dBA) 0 v-1 r4 -4 rIJ M 'tZt Ln 1,0 r- W M 0 �H r-i rH L99(dBA) < < < < < < < < < 0- 8- CL 8- CL CL 8- CL CL 2 2 2 o 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 CL CL n- 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r1l rH C�4 rn 4 Ln �b r, 66 f�i ;4 r�si �yi 4 L�i �6 rz� 66 9 9 9 CY) 0 rH Time(Sunday 4/18/21) Figure 44: Noise Monitoring Data from Monday 4/19/21 at Location 1 100.0 90.0 —-----—----- —----- =L 80.0 70.0 MW Leq(dBA) 60.0 ............. 50.0 —Lmax(dBA) 40.0 —Ll(d BA) 30.0 —L5(d BA) 20.0 —L10(d BA) 10.0 0.0 —L50(d BA) 0 < < < < < < < < < < < CI- CL CL CL 0- CL 0- CL 0- a- 0- n- < —L90(d BA) Ln o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 9 9 9 9 9 9 9 9 9 9 9 9 �H r4 rH C4 M 'tt Ln �-O r- X M 0 r4 —1-95(dBA) r� 0? 2 2 L99(dBA) < < < < < < < < < n- D- CL CL Q_ 0- 8- D- 8- < < < 0 0 0 0 0 0 0 0 0 CL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —1-min(dBA) r4 rH N M IZT M (.0 r, W r,4 rH C-4 M 4 Ln �o r, M 9 9 9 rH rH a) 0 r-j rH Time(Monday 4/19/21) New York City Los Angeles i East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online:www,SoundSense.com Page 66 of 79 T 631�537A220 1 F:631.537A224 ONE= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center—5780 West Mill Road—Mattituck, NY Acoustical Report— 11/30/21 SECTION 3.6.10—DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 4S: Noise Mo nitoring Data from Thursday 4/20/21 at Location 1 90.0 80.0 =L 70.0 -—---------------- --------------------- - ---------- —----------- 60.0 -—------------------------ ....... IME L e q(d]BA) 2. 50.0 ..... —Lmax(dBA) W > 40.0 L Ll(d BA) 30.0 L L5(dBA) 20.0 L10(d BA) 10.0 L50(d BA) 0.0 0 2 2 2 2 5 2 2 2 2 2 2 :2 2 2 2 2 2 2 2 2 2 2 2 2 < < < < < < < < < < < < L90(dBA) o 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 —1-95(dBA) 0 1-1 rIj �H C14 M Ict Ln Q0 rl- X M 0 IH 1� O� 2 2 L99(dBA) < < < < < a- 0- CL CL CL 0- CL 0- CL 0 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 a- CL 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 CD 0 Lmin(dBA) r4 rH 9 9 (�j �4 i-si C�i 4 &i �6 r�� 66 9 9 9 rH M 0 CY) 0 �H ,H Time(Tuesday 4/20/21) Figure 46: Noise Monitoring Data from Wednesday 4/21/21 at Location 1 90.0 - M 6. 80.0 ....................................................................................................... - —------------- =L 70.0 60.0 - --------- am Leq(dBA) 50.0 - —Lmax(dBA) 40.0 - > —L1(dBA) 30.0 - L5 (d BA) 20.0 - 10.0 - —LIO(dBA) 0.0 —L50(dBA) 0 < < < < < < < < < < < CL CL n- n- CL n- n- a- n- 0- CL n- < —L90(d BA) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 0 0 r-j -4 r-4 m m ,6 r, w m c :4 c�si _L95 (dBA) r� O� 2 2 L99(dBA) < < < < 8- 0- 8- 0- CL CL 0- 8- CL 2 2 2 0 0 0 0 0 0 0 0 0 < 0 0 0 0 0 0 0 0 0 CL a- CL 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) rI4 r-i r4 M Izt Ln LO r, 00 0 (�i 1:4 f�si C�i 4 I�i �6 r:� 66 9 9 9 r-i 0,) 0 r-i ri Time(Wednesday 4/21/21) New York City Los Angeles I East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 67 of 79 T. 631 MT4220 1 F:631.537.4224 is i: j1!j1jm;IIi;j;i IiIii Iiii'm mii i;,Iii i:: i 1111gogigg:1=1:11:11-m min 1:11i l'i i sm; NEEM acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center—5780 West Mill Road—Mattituck, NY Acoustical Report— 11/30/21 SECTION 3.6.10—DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): 90.0 ---Figure-47: Noise-Mo-nitoring Data from Thursday 4/22/21 at Lo-catio-n 1 80.0 - ---------------------------------------------- -------------------------------------------- =L 70.0 60.0 --—----- NMI Leq(dBA) ca M. 50.0 —Lm ax(d BA) > 40.0 —Ll(d BA) 30.0 —L5(d BA) 20.0 —L10(d BA) 10.0 M —L50(d BA) C 0.0 7- 7" -T- 0 < < < < < < < < CL c- c- c- 0- a- a- a- c- 0- 0- c- < L90(dBA) c 0 0 0 0 0 0 0 0 0 0 0 C) —1-95(dBA) 0 r-i r4 H r4 M 'ZT Ln 1.0 r- W M 0 rH rj r� 0? C� rH rH .-I 2 2 2 5; 15; �5; 7> L99(d BA) < < < < < < < < < CL Q- 0- CL CL CL Q- CL CL 0 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 CL CL o- 9 9 (P 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin (dBA) r'4 H r*4 rn 't* Ln �.D r- 00 0 9 9 (:�i �yi 4 L�i �6 rz� 66 9 Time(Thursday 4/22/21) Figure 48: Noise Monitoring Data from Friday 4/23/21 at Location 1 90.0 80.0 70.0 00, am Leq(dBA) 60.0 50.0 —Lmax(dBA) 40.0 > Ll(dBA) 30.0 ... .... L5 (d BA) 20.0 10.0 L10(dBA) 0.0 r, -r r' 7' T, T' —1-50(dBA) 0 < < < < < < < < < < < < —L90(d BA) Ln o 0 0 0 0 0 0 0 0 0 0 0 6 r-4 rH rj m 4 Ln ,6 r, w m c :4 —1-95(dBA) r� 0? 2 2 L99(dBA) < < < < < < < < < 0- CL CL D- CL CL 8- CL CL o 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 CL a- 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r1l rH C�4 rn -zt Ln �D r, 00 r�� �yi 4 L�i �6 rz� 66 ? 9 CY) 0 rH Time(Friday 4/23/21) New York City Los Angeles � East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 68 of 79 T: 631.537A220 1 F:631 M7A224 III I ME 1: ii Iiiii:jigi, iii: 1 jilig! 11:: Ii!1 ONE= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center—5780 West Mill Road—Mattituck, NY Acoustical Report— 11/30/21 SECTION 3.6.10—DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 49: Noise Mo nitoring Data fro m S aturclay 4/24/21 at Lo cation 1 90.0 80.0 =L 70.0 -—----------------- - ----------------- ------- - 60.0 -—------------------------ Ems Leq](dBBA) 2. 50.0 - ------------------- —Lmax(dBA) W > 40.0 - L —Ll(d BA) 30.0 - L —L5(d BA) 20.0 - —L10(d BA) 10.0 -1 —L50(d BA) 0.0 0 2 2 2 2 5 2 2 2 2 2 2 :2 2 2 2 2 2 2 2 2 2 2 2 2 < < < < < < < < < < < < L90(dBA) o 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 —1-95(dBA) 0 --1 r1j �H r14 M Ict Ln Q0 rl- X M 0 1H N 1� O� 2 2 L99(dBA) < < < < < a- 0- CL CL CL 0- CL 0- CL 0 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 0- CL a- 9 9 9 9 9 9 9 9 9 0 0 9 9 9 9 9 9 9 9 9 CD 0 0 Lmin(dBA) r,j rH cN m ;i- Ln �D r, 66 0 0 - - - rn ;t - - r, 00 ? IR C? M 0 CY) 0 ,H Time(Saturday 4/24/21) Figure SO: Noise Monitoring Data from Sunday 4/25/21 at Location 1 80.0 =L 70.0 —------------------------------ Ri—-—-—- 60.0 am Leq(dBA) 50.0 —Lmax(dBA) 40.0 —L1(dBA) 30.0 L5 (dBA) Inn 20.0 —L10(dBA) P 10.0 L50(dBA) 0:; 0.0 L90(d BA) q41 qll�, q41 1�1 _L95 (dBA) Q(1Z1 CF1 (Z� ,Z� C11Z1 L99(d BA) q4, QF1 q --Lmin(dBA) (6. \�P' qf -(Z� -(Z§� C5. Time(Sunday 4/25/21) New York City , Los Angeles East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 69 of 79 T� 631.537A220 1 F:631.537.4224 MEN= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure Sl: Noise Monitoring Da ta from Monday 4/26/21 at Location 1 90.0 80.0 ----------------------------------------------------------------------------------------------- =L 70.0 60.0 ---- am Leq(dBA) ca M. 50.0 —Lmax(dBA) W > 40.0 Ll(dBA) 30.0 L5 (d BA) 20.0 10.0 _L10(dBA) M _L50(dBA) r- 0.0 -r- -T- -7 -7 7- -7 '1 0 CL n- n- 0- n- n- n- n- 0- ca- cL D- L90(dBA) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 'R 9 9 'R 9 9 9 9 —L95 (dBA) 0 1 r4 H r4 M IZT Ln 1,0 r- W M 0 �H Cj r� 0? 2 2 L99(dBA) < < < < < < < CL CL 0- CL CL CL CL D- 0- 2 2 2 o 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 0- CL a- 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r�4 r-i C14 M �t Ln ID r- W 9 9 ;4 f�j c�i 4 t�i �6 rz� 66 9 9 9 14 M 0 rH r-i Time(Monday 4/26/21) Figure 52: Noise Monitoring Data from Tuesday 4/27/21 at Location 1 80.0 0- 70.0 =L 60.0 ------------------------ am Leq(dBA) 40.0 —Lmax(dBA) Z —LI (dBA) 30.0 ED 20.0 _L5 (dBA) 3 10.0 L10(d BA) 0.0 -T 7- 7 -T- 7 7 7 1 _L50(dBA) 0 < CL a- a- 0- a- cL a- a- 0- a- cL a- < —L90(d BA) Ln 0 0 0 0 0 0 0 0 0 0 0 0 0 o r4 rj rH r�4 m zT Ln ,6 r- w m 6 :4 i-si _L95 (dBA) r� 0? 2 2 L99(d BA) < < < < < < < CL CL 0- CL CL CL CL D- 0- 2 2 2 o 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 �- CL - I? IP IR I? I? I? IP IR 1? 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r�4 r-i C14 M �t Ln ID r- W 0 0 ;4 f�j c�i 4 t�i �6 rz� 66 9 14 M 0 Time(Tuesday 4/27/21) New York City Los Angeles 1 East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 70 of 79 T: 631�537A220 � F:631.537.4224 ONE= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure S3: Noise Monitoring Data from Wednesday 4/28/21 at Location I 90.0 80.0 ---------------------------------------------- --------------- 70.0 niens Leq(dBA) 10-1��.10000,o ca 60.0 — —Lmax(dBA) a 50.0 —L1(dBA) 40.0 L5 (d BA) 000 30.0 —LIO(dBA) CL _L50(dBA) 20.0 —L90(d BA) 0 10.0 LA 0.0 T- T- --7 --r-- --1 --7-'- --T- -7- -- --L95 (dBA) 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 �� -,L99(d BA) AM- AM- AM- AM- AM- AM- AM- AM- AM- AM- AM- —Lmin(dBA) 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 AM AM AM AM AM AM AM AM AM AM AM Time(Wednesday 4/28/21) Figure 54: Noise Monitoring Data from Wednesday 4/28/21 at Location 2 90.0 80.0 =L 0 MEM Leq(dBA) 70.0 —Lmax(dBA) bU.0 Ll(d BA) 50.0 L5(dBA) 40.0 L10(d BA) tn' 30.0 L50(d BA) 20.0 L90(d BA) 0 10.0 Ln 0.0 t —1-95(dBA) 12:00 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM � L99(dBA) PM- -2:00 -3:00 -4:00 -5:00 -6:00 -7:00 -8:00 -9:00 —Lmin(dBA) 1:00 PM PM PM PM PM PM PM PM PM Time(Wednesday 4/28/21) New York City , Los Angeles I East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 71 of 79 T: 631�537A220 I F:631.537.4224 is i: j1!j1jm;IIi;j;i IiIii Iiii'm mii i;,Iii 1 1�'i iiii,i�: gogil 1!as i Ini, iii! 1,1 11 MEN= acoustic consulting +design products integrated delivery a, o u d le Strong's Yacht Center-5780 West Mill Road-Mattituck, NY Acoustical Report- 11/30/21 SECTION 3.6.10-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure SS: Noise Mo nitoring Data from Thursday 4/29/21 at Lo cation 2 90.0 80.0 =L 70.0 -—-------------------- 60.0 -—-------------------------- ------ OEM Leq](dBA) CIO 2. 50.0 —Lmax(dBA) > 40.0 L Ll (dBA) 0", 30.0 L5 (d BA) 20.0 L10(dBA) 10.0 L50(d BA) 0.0 0 L90(d BA) tA < < < < < < < < < < < < o 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 ? 9 9 9 9 9 9 ? 9 9 1? 9 1? 9 1? 9 `R —1-95 (dBA) 0 r-1 r1j �H C"i M Ln (.0 r- X M r4 ------L99 (dBA) < < < < < < < < < a- 6- EL 6- EL 6- EL 6- EL 2 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 —Lmin(dBA) 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 1`1 M 9 9 9 (�j �4 ir�i 4 L�i 1�6 r:� 66 9 0 Time(Thursday 4/29/21) Figure 56: Noise Monitoring Data from Friday 4/30/21 at Location 2- 90.0 - M m80.0 - .................. ............ ................. =L 70.0 - am Leg(dBA) 60.0 CIO 2. 50.0 - —Lmax(dBA) 40.0 - Ll(I BA) 30.0 - L5 (d BA) 20.0 - L10(d BA) 10.0 T 7 -7- -7' 7 7- -7 - -T- -1- -7 -1 L50(dBA) 0.0 7- 2 2 5 2 2 2 2 2 2 2 2 5; 2 :2 0 < < < < < < < < < < CL 0- 0- 0- 0- a- 0- 0- 0- a- 0- M < L90(dBA) 0 0 0 0 0 0 0 0 0 0 0 0 0 r14 1H r1j M 1i Ln k.0 r- W M —1-95(dBA) r� C? . . . . . . . . . r-j 2 2 2 2 2 2 2 :2 5 5 5; 5; 5 5 5; 5; 5 L99 (dBA) < < < < < < < < CL CL Q- CL CL CL 0- CL CL 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 CL 0- 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r,j -, 4 cii lr:� 66 9 9 9 �4 ir�j (�i 4 &i �6 fz� 66 9 9 9 M 0 0 rH Time(Friday 4/30/21) New York City Los Angeles East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 72 of 79 T 631.537A220 � F:631.537.4224 MEN= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure S7: Noise Monitoring Data from Saturday 5/1/21 at Location 2 90.0 80.0 ----------------------------------------------------------------------------------------------- =L 70.0 60.0 -—----- ----- am Leg (dBA) M. 50.0 —1-max(d 13A) W> 40.0 —11-1 (dBA) 30.0 L5 lI 20.0 2-1 P —11-10 0. iu.0 -0 — 0.0 7 -1 1 L50(dBA) 0 :E 7�; :5; 2i 75; 75; 75; :5; :5; �5; 7�; 75; 2 2i 5 —L90(d BA) < < < < < < < < < < < CI- 0- CL CL CL 0- 0- 0- 0- 0- CL n- < o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 9 9 9 9 0 1? —L95(d BA) 0 1H r14 1--i r1i M �T Ln 1,0 1`1 W M 0 1-1 r�4 1� 0� I I . I I 1 -4 rH 2 2 2i 2 2 :E 2 2 . –---L99(d BA) < < < < < < < < < c- 0- 0- 0- 8- 8- CL CL CL 2 2 < < < 0 0 0 0 0 0 CD 0 0 a- CL —Lmin (dBA) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r4 rH 1714 M IzT Ln flo 11`� 00 .0. 0 0 C�i �4 ir�i ir�i 4 L�i 66 lr:� 66 9 9 9 rH M 6 �4 �4 0) 0 -4 2 1-1 Time(Saturday 5/1/21) ........................................................................................................................—..................................................................................................... Figure 58: Noise Monitoring Data from Sunday 5/2/21 at Location 2 90.0 -------------------------- ........ 80.0 —--------- .......... 70.0 EWE Leq IT 60.0 CIO 2, 50.0 —Lmax(dBA) 40.0 > —Ll (d 13A) 30.0 —L5 (d 13A) 20.0 10.0 L10(dBA) 0.0 —L50(d 13A) 0 < < < < < < < < < < < CL c- CL CL c- CL CL c- CL CL c- 0- < —L90(d 13A) 0 0 0 0 0 0 0 0 0 0 0 0 0 (P 9 9 9 9 9 9 9 9 9 9 0 0 0 rH IN r-i r�4 M IzT M LD 1`1 W M 0 1:4 ir�i —1-95 (dBA) 0? 2 L99(dBA) < < < < < < < < < o 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 CI- CL a- 9 ? (P 9 9 (P 9 9 (P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —1-min(dBA) r1i 1H r1i M ItT Ln 110 1`1 X 0 0 0 :4 r:si ir�; 4 &i 66 r�� 66 9 ? 9 :4 0) CD rH rH r-i Time(Sunday 5/2/21) New York City Los Angeles � East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online: www,SoundSense.com Page 73 of 79 T 631.537A220 1 F:631.537A224 1 i,iii ii III�11 i , i,; II ni iii 1 1�,milis ii,ii I; w 1!i!!!Ili! s!iiiii 1 MENEMEMEMEM MOOMMI acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center-5780 West Mill Road-Mattituck, NY Acoustical Report- 11/30/21 SECTION 3.6.10-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 59: Noise Monitoring Data from Monday 5/3/21 at Location 2 80.0 70.0 =L 0 r'4 60.0 am Leq(dBA) ca 50.0 M. —Lmax(dBA) & 40.0 > —L1(dBA) 3' 30.0 W —L5 (d BA) 20.0 —L10(d BA) 10.0 0.0 —L50(d BA) T... T. .7.11 "7 "T 0 < < < < < < < < < < < 0- CL a- a- 0- a- a- a� a- 0- 0- CL < L90(dBA) 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 _L95 (dBA) rJ -4 C,4 M ItT Ln Q0 r, M M 0 r-4 1� O� . f . . I I I r-i rH 2 2 2 2 2 2 2 2 2 . . . L99(d BA) < < < < < < < 2 o 0 0 0 0 0 0 0 0 < CL 9 9 9 9 9 9 9 9 9 0 0 —Lmin(dBA) r,j --i rj m zt Ln .o r, w 9 r�i :4 r�� r�i 4 L�i �6 r�� 66 9 9 9 r-i M 0 0 r-A r-i rH rH Time(Monday 5/3/21) Figure 60: Noise Monitoring Data from Thursday 5/13/21 at Location 2 80.0 - -------------- 70.0 =L am Leq(dBA) 0 r4 60.0 --------- ii; —Lmax(dBA) 50.0 --------- ...... —L1(dBA) 40.0 ----------- ----------- L5 (dBA) LIO(dBA) 30.0 ........ L50(dBA) M 20.0 L90(d BA) 0 10.0 ............. ---- L95 (dBA) 0.0 ............. ........ 7:00 PM-8:00 8:00 PM-9:00 9:00 PM- 10:00 PM- 11:00 PM- ......Lmin(dBA) PM PM 10:00 PM 11:00 PM 12:00 AM Time(Thursday 5/13/21) New York City Los Angeles i East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 74 of 79 T631�537A220 I F:631.537.4224 I 1! 1111! Islignimm 1: womig: milling MENOMONEE= i IMEMON acoustic consulting +design products integrated delivery a, o u d le Strong's Yacht Center-5780 West Mill Road-Mattituck, NY Acoustical Report- 11/30/21 SECTION 3.6.10-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 6 1: Noise Monitoring D ata from Friday 5/14/21 at Location 2 90.0 80.0 - --------------------------------------------------------------------------------------------- =L 70.0 60.0 ----------------- --------- am Leg (dBA) CIO M. 50.0 —Lmax(dBA) (1) > 40.0 —L1 30.0 L5 (d BA) 20.0 (IJ _L10(dBA) CL 10.0 M C 0.0 T -T -T 7 7- -7 -r' -1 L50(dBA) 0 L90 o 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 "? 'R 9 9 `R "? 9 9 9 —L95 (dBA) 0 1 r4 H r4 M IZT Ln 1,0 r- W M 0 �H Cj 0? 2 L99 (dBA) < < < < < < < CL CL 0- CL CL CL CL D- 0- 2 2 2 o 0 0 0 0 0 0 0 0 < < 0 0 0 0 0 0 0 0 0 0- CL 0- 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin (dBA) r�4 r-i C14 M �t Ln ID r- W 9 9 (�� ;4 lr�j lr�i 4 ll�i �6 rz� 66 9 9 9 14 M 0 rH ,H Time(Friday 5/14/21) Figure 62: Noise Monitoring Data from Saturday 5/15/21 at Location 2 90.0 80.0 70.0 60.0 ----—-------- am Leg (dBA) CIO 50.0 - —Lmax(dBA) 40.0 - > 30.0 - L5 (dBA) 20.0 - L10(d BA) IT 10.0 - 0.0 .7. 7 T.. 7 T 7 T —L50(dBA) 0 < < < < < < < < < < CL CL CL 0- CL 0- CL CL 0- CL 0- CL L90 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 ? 9 9 9 9 ? ? 9 9 q _L95 (dBA) o r-i r,4 -4 c�4 M -;t M 1,0 r, W M 0 -1 r,4 1� 0� 2 2 -L99 (dBA) < < < < o 0 0 0 0 0 0 0 0 < 0 0 0 0 0 0 0 0 0 CL 0- CL 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin (dBA) r,j rj m -* m �.o r, w (�i :4 lr�si C6 rz� 66 9 9 9 I-q -I Time(Saturday 5/15/21) .............................................................................................................-------------- New York City Los Angeles 1 East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 75 of 79 T, 631.537A220 1 F:631.537.4224 1;iiiii!ill 1;mill 1 i limilwo;ill imil igigij!1;o :11gia!ill ill i,i 'ill ill moo= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 63: Noise Monitoring Data from Sunday 5/16/21 at Location 2 80.0 0- 70.0 =L 60.0 am Leg(dBA) 50.0 ------ —Lmax(dBA) Z 40-0 > —L1 (dBA) 30.0 —L5 (I BA) 20.0 —L10(d BA) 10.0 L50(d BA) C 0.0 7- 7 77- 7 T 77- T- 'T 7- 7 7' T -7 -,1 n 0 tA < < < < < < < < < < < CL c- c- c- a. c- a- c- c- a- M M < L90(dBA) c 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 —1-95 (dBA) 0 -4 C14 1-i r�4 M IZT M k.0 r, W M 0 -1 C-4 0? 1 . . I . . --i r-i -I 2 75; 75; 75; 2 :5; 75; - ,L99(dBA) < < < < < < < < < M n- 0- CI- n- a- o 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 —Lmin(dBA) 9 9 9 9 9 9 9 9 9 0 0 0 9 9 9 9 9 9 9 9 9 0 0 0 r1j r-4 C14 M It Ln 110 r- W 0 0 a rJ rH C14 M III Ln �0 r- W Ip (P 9 r-i 1:4 r-i CY) 0 rH rH r-4 Time(Sunday 5/16/21) ------------- Figure 64: Noise Monitoring Data from Monday 5/17/21 at Location 2 [�120.0 O=L 100.0 am Leq(dBA) 80.0 —Lmax(dBA) 60.0 —LI (dBA) 40.0 ......... L5 (dBA) 20.0 L10(d BA) 0.0 L50(dBA) 2 2 2 2 2 2 2 2 2 2 Z> 2 :2 75; :5; 75; 75; :5; 75; 75; :5; 2 2 2 0 < < < < < < < < < < < M CL 0- n- a- D- n- a- D- 0- M 0- < L90(d BA) Ln o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a rH 1711 1H IN M It Ln �0 r- W M 0 1-1 —L95 (dBA) -- L99(dBA) < < < < < < < < < M 0- CL 0- 0- 13- 0- 0- 0- 2 2 0 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 M n- CL 9 9 9 9 9 9 9 9 9 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin (dBA) r'4 r-i r14 rn IZJ" Ln i.0 r, 00 .0. 0 0 (�i IL4 (�i C�i 4 L�i �6 lr:� 66 9 9 9 0) a) 0 Time(Monday 5/17/21) New York City Los Angeles I East Hampton Post Office Box 1360 WEE : DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 76 of 79 T: 631�537A220 � F:631�537.4224 MEN= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 65: Noise Monitoring Data from Tuesday 5/18/21 at Location 2 80.0 70.0 =L 60.0 HMO Leq(dBA) 50.0 —Lmax(dBA) 40.0 —L1(dBA) -j 30.0 L5 (d BA) 20.0 —LIO(dBA) 10.0 L50(dBA) 0.0 0 < < < < < < < < < < < < L90(d BA) o 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 c? 9 9 9 9 —L95 (dBA) 0 IH rIj �H rIj M Ln 1.0 t� W M 0 rH . . I �H rH 75; 7> 7> 75; L99(d BA) < < < < < < < < < 0- CL CL 8- CL CL CL CL 8- o 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 CL CL n- 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r,I —I C4 M Izt Ln I.D r, 00 .0. ;4 f�si �yi 4 L�i �6 r�� 66 9 9 9 a) 0 �H Time(Tuesday 5/18/21) Figure 66: Noise Monitoring Data from Wednesday 5/19/21 at Location 2 90.0 M - 80.0 ........................ =L 70.0 60.0 am Leq (dBA) 50.0 —Lmax(dBA) 40.0 > —Ll(d BA) 30.0 ....... —L5 (d BA) 20.0 9D 10.0 L10(dBA) 0.0 —L50(d BA) 0 < < < < < < < < < < < D- 0- CL 0- CL CL 0- 0- CL 0- 0- n- < —L90(d BA) Ln o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 0 0 rH r-j H rj m -4 Ln �-6 r- w m o :4 c�i —1-95(dBA) L99(dBA) < < < < < < < < < CE 8- 0- CL 8- 0- 0- 8- 0- 2 2 2 < < < 0 0 0 0 0 0 0 0 0 a- D- 0- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —1-min(dBA) rIj �H rI4 M M t.0 r, W 9 9 9 �i :4 �i 4 9 9 9 rH M 0 a) 0 -1 Time(Wednesday 5/19/21) New York City Los Angeles i East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 77 of 79 T631M7A220 I F:631.537.4224 MEN= acoustic consulting +design products integrated delivery a, o u d le Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 67: Noise Mo nitoring Data from Thursday 5/20/21 at Location 2 90.0 80.0 =L 70.0 ------------- 60.0 ......... EME Leq(dBA) CIO M, 50.0 —Lmax(dBA) 40.0 Ll (d BA) 30.0 L5 (dBA) 20.0 L10(d BA) 10.0 M L50(d BA) 0.0 T 7 "T T- 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 77> 7>- 2 7- L90(d BA) < < < < < < < < < < 0- 0- a- a_ 0- ()- la� a- 0- a- CL CL < 0 0 0 0 0 0 0 0 0 0 C) 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 —1-95 (dBA) 0 H r-J rH r*4 M 'zt Ln �D r- X M 0 �H 17�4 1� 0� f . I . �1 r-i -j 2 2 2i :2 :2 2 . --�L99 (dBA) < < < < < < < < < CE 8- a. 8- 2 2 2 o 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 —Lmin(dBA) 9 9 9 1? 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 r,j rH r,4 m j- Ln to r, w 9 9 9 rzsi �4 r�si lr�i 4 L�i ,b r�Z 66 9 9 9 r-i rH M 0 -1 Time(Thursday 5/20/21) Figure 68: Noise Monitoring Data from Friday 5/21/21 at Location 2 90.0 - ---------------- M In. 80.0 -—---------- ............... ......—–------------ ......—------------------ =L 70.0 am Leg (dBA) 60.0 50.0 —Lmax(dBA) 40.0 > —Ll (d BA) 0) 1 1 1" -j 30.0 W —L5 (d BA) = 20.0 fA 10.0 L10(dBA) 0.0 7"' 1 L50(d BA) 0 < < < < < < < < < < < CL c- CL CL CL CL CL 0- 0- CL c- CL < —L90(d BA) 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 0 0 o rH N r-i r-4 m z:r m �o r, w m 6 :4 lr�i —1-95(dBA) 1� 0? 2 2 -199 (dBA) < < < < < < < < < CL 0- 0- CI- 0- 0- CL 0- 0- 2 2 2 0 0 0 0 0 0 0 0 0 < < 0 CI- CL n- 9 9 9 9 9 9 9 9 9 o 0 0 0 0 0 —1-min(dBA) r1j 1H 1714 M III Ln 110 r, X 0 0 0 :4 r:si lr�; 4 &i 66 lr�� 66 9 9 9 1-4 &i 6 :4 0) CD �H r-j �H Time(Friday 5/21/21) New York City Los Angeles � East Hampton Post Office Box 1360 WEE : DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 78 of 79 T 631�537A220 1 F:631.537.4224 III!I Ili!!Mill glmg milimilli Im lilligglilml;i ii 1!1 1 Is 1 ii NMI= acoustic consulting +design products integrated delivery a, o u d e Strong's Yacht Center–5780 West Mill Road–Mattituck, NY Acoustical Report– 11/30/21 SECTION 3.6.10–DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 69: Noise Monitoring Data from Saturday 5/22/21 at Location 2 90.0 80.0 =L 70.0 ------- am Leq(dBA) ca M, 50.0 —Lmax(dBA) 40.0 —L1(dBA) IT 30.0 L5 (dBA) 20.0 —L10(d BA) 10.0 M C —L50(d BA) 5 0.0 "T' I i' 'T- —I -r, 11 o 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 —L90(d BA) < < < < < < < < 0- CL CL CL CL CL CL CL CL CL CL CL < 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 —1-95(dBA) 0 �H r*4 r4 r4 M IZT M �0 r� W M 0 1--1 C14 1� O� . I . . -H rH -I 2 2 :E :E :E L99(dBA) < < < < < < < < < 2 n- 0- 0- o 0 0 0 0 0 0 0 0 < < < 0 0 0 0- CL a- —Lmin(dBA) 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 r1j r-4 C14 M It* Ln 110 r, X 0 0 1:4 r:si 4 &i �6 r�� 66 9 9 9 r-i &i 6 CY) 0 rH ,--I r-i rH Time(Saturday 5/22/21) Fig ure 70: Noi se Monitoring Data from Su nday 5/23/21 at Loc ation 2 90.0 -----------------–-----------—------------------------------------- —--------------- 80.0 - =L 70.0 --–-------------............ ------- a=Leq(dBA) T 60.0 50.0 Lmax(dBA) 40.0 —L1(dBA) -j 30.0 L5(d BA) 20.0 -L10(d BA) 10.0 0.0 7 "T" -r I T -1 'T' I T- —L50(d BA) 0 < < < < < < < < < < < CL c- CL c- a. CL a- c- CL a- M M < —L90(d BA) tA c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r-4 C14 -i r1J M IZT M t.0 r, X M 0 —1-95(dBA) r� 0? 2 2 L99(dBA) < < < < < < < CZ 0- D- M 0- 0- 8- 0- 8- 2 o 0 0 0 0 0 0 0 0 < < < 0 0 0 0 0 0 0 0 0 a- 9 "? 9 1? 9 1? "? 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) r*j r-4 (714 M Ln 110 r- W 0 0 f�i 1:4 r�i �yi 4 &; �6 66 9 9 9 CY) 0 rH --I Time(Sunday 5/23/21) New York City Los Angeles � East Hampton Post Office Box 1360 WBE : DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 79 of 79 T: 631 M7A220 1 F:631.537.4224 iii ii iii :1 i 1 Igloo!1:simlill �ii ii mijilil lim moo=