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acoustic consulting+design i products integrated delivery 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 Sarah Babione Dr. Bonnie Schnitta November 29, 2022 New York City Los Angeles ; East Hampton Post Office Box 1360 WDE DBE Certified Wainscdtt, NY 11975 Visit us online: www.SoundSense.coin T 631. 37.42 0 F:631.537.4224 --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center—5780 West Mill Road —Mattituck, NY TABLE OF CONTENTS: Section 3.61—Executive Summary..............................................................................................................3 Section 3.6.2—Equipment Utilized...............................................................................................................4 Section 2.6.]—Acoustic Criteria and Definitions..........................................................................................4 AcousticCriteria .....................................................................................................................................4 Definitions..............................................................................................................................................6 Section l6'4—Analysis ofExisting Conditions.............................................................................................O Ambient Noise Monitoring Results at Project Site.................................................................................O Twenty Minute Ambient Reading Results Around Project Site..............................................................9 Existing Conditions for Evaluation with Traffic ....................................................................................11 Section I6.5—Methodology for Analyses.................................................................................................18 Development of5oundP|an3D Model.................................................................................................18 Development of Traffic Noise Model...................................................................................................19 In-Situ Data Collected for Dump Trucks...............................................................................................Z0 Development of Construction Noise Model -----------------------------Z1 Development of Build Condition Noise Model ---------------------------..Z5 Section l6.6—Potential Impacts Analysis .................................................................................................25 Construction Noise Impacts .................................................................................................................25 BuildCondition Impacts .......................................................................................................................4O Section 3.6.7—Proposed Mitigation...........................................................................................................53 Section 3.6.8—Review of Alternate Truck Routing Plan ............................................................................54 Construction Noise Impacts .................................................................................................................S4 Section l6.9—Review of Alternate Site Plan.............................................................................................61 Construction Noise Impacts .................................................................................................................61 BuildCondition Impacts .......................................................................................................................7U Section 3.6.1U—Reference Data Used for Analyses...................................................................................74 Section 3.6.11—Existing Traffic Distributions Used for Analyses...............................................................75 Section 3.61Z—Daily Summary Graphs from Noise Monitoring...............................................................79 o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 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 5t", 2021. SoundSense collected existing sound level readings at the Project Site through noise monitoring performed from April 141", 2021,through May 3rd, 2021, and May 13t"through May 23rd, 2021, as well as the 20-minute readings collected in nearby areas around the Project Site on April 20t", 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 including the existing ambient and traffic 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 construction and development("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 1, East Hampton Post Office Box 1360 WBE DBE Certified Wainscatt,NY 11975 Visit us online:www.SoundSense.com Page 3 of 94 T. 631,537.4220 1 F:631.507.4224 I- I)- o u r i" �� acoustic consulting -i design 1 products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 3.6.1 EXECUTIVE SUMMARY(Continued): A proposed alternate truck route plan was also reviewed which diverts some of the trucks used during the excavation phases down Bergen Avenue on the return trip from the Project Site.Analysis showed that this reduced the impact of increased traffic noise levels at receivers along Cox Neck Road south of the intersection of Cox Neck Road and Bergen Avenue and was below NYSDOT recommendations at all receptors considered along Bergen Avenue and along Cox Neck Road south of the intersection of Cox Neck Road and Bergen Avenue. 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 cIB(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 Angeles ; East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 4 of 94 T: 631.537A220 1 F:631.537.4224 - I)- o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 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 New York State Department of Transportation Noise Analysis Procedures and Project Environmental Guidelines The New York State Department of Transportation provides recommended criteria for road noise levels at various receptors in its technical report 'NYSDOT Environmental Procedures Manual, Chapter 3.1' released in August of 1998. It should be noted that the report notes that the sound levels outlined in this document are a criterion, and not a standard. It should also be noted that the criteria outlined in the document are guided towards future traffic after project completion. Recommended noise levels from Table 1 in the technical report can be found in Table 2. For the nearest receptors to the roads evaluated for additional traffic for this project, Category B is appropriate for evaluation. New'York City Los Angers i East Hampton Post Office Box 1360 WBE ICE Certified Wainscett, NY 11975 Visit us online: www.SoundSense.com Page 5 of94 T. 631.537A220 1 F:631.537A224 o u r i �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.3—ACOUSTIC CRITERIA AND DEFINITIONS(Continued): Acoustic Criteria (Continued) New York State Department of Transportation Noise Analysis Procedures and Project Environmental Guidelines Table 2: Recommended NYSDOT Criteria for Road Noise Levels Activity Leq(h) (dBA) 1_10(h)(dBA) Description of Activity Category Category Lands on which serenity and quiet are of extraordinary 57 60 significance and serve an important public need and A where the reservation of those qualities is essential if (Exterior) (Exterior) p the area is to continue to serve its intended purpose 67 70 Picnic areas,recreation areas,playgrounds,active sports B areas, parks, residences, motels, hotels, schools, (Exterior) (Exterior) churches, libraries,and hospitals. 72 75 Developed lands,properties,or activities not included in C Categories A or B above (e.g., commercial, industrial, (Exterior) (Exterior) other) D Undeveloped Lands 52 55 Residences, motels, hotels, public meeting rooms, E schools, churches, libraries, hospitals, auditoriums, (Interior) (Interior) offices,etc. 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 13t' 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 approximates the hearing response of the human ear which is more responsive to higher frequencies than lower frequencies. New'York City Los Angeles East Hampton Post Office Bon 1366 WBE ICE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 6 of 94 T. 631.537A220 1 F:631.537.4224 o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 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) over time 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 7'2 — T1 T1 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 Angeles ; East Hampton Post Office Box 1360 WBE LOBE Certified Winscott, NY 11975 Visit us online: www.SoundSense.com Page 7 of 94 T. 631. 37A220 1 F:631.537.4224 o u r i" �� acoustic consulting -i design 1 products integrated delivery .,ws d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS: Ambient 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 p wI rut. r'41 Z +5 � d t f d d 1 New York City Los Angeles ; Best Hampton Past Office Box 1366 WBE DBE Certified Wainscott, NY 11975 Visit us online; www.SoundSense.com Page 8 of 94 T 631.53T4220 1 F:631.537.4224 o u r i" �� acoustic consulting -i design 1 products integrated delivery .,ws d Strong's Yacht Center-5780 West Mill Road -Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4-ANALYSIS OF EXISTING CONDITIONS(Continued): Ambient 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 3, 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 3. 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 3.6.12. Dominant sounds at the Project Site include wildlife, nearby construction, and a couple examples of boat washing. Table 3: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 65.3 1 83.3 70.6 54.9 46.6 42.3 Twenty Minute Ambient 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 201h, 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 ; East Hampton Past Office Box 1360 WBE 106E Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 9 of 94 T 631.537A220 1 E:631.537.4224 o u r i" �� acoustic consulting -i design 1 products integrated delivery .,ws d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Twenty Minute Ambient 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 4. 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 Ambient Reading Locations Around the Project Site #rMarina Acoustic I Legend ,Acoustic Reading Locations ' 3430 UU Mill Rd x' Location i 9 t rt P New York City I Los Angeles ; Bast Hampton Post office Box 1360 WBE DBE Certified Wainscdtt, NY 11975 Visit us online;.www, oundSense.com Page 10 of 94 T 31.637.4223 I F: 631.537.4224 o u r i" �� acoustic consulting -i design : products integrated delivery .,w� d Strong's Yacht Center=5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Twenty Minute Reading Results Around Project Site(Continued) Table 4: Results of Twenty Minute Ambient Readings Near the Project Site Measurement LAeq LASmax L10 L50 L90 LASmin Location Time Period (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 the data provided above provides a baseline for the background sound levels without the existing traffic data.Therefore, 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 Sound PLAN 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 standardized for total trip generation. Inputs for existing trips were based on data provided by the traffic consultant. The traffic in the analysis varies throughout the day, as shown by the data. This time varying traffic was used for the analysis. The existing trips used for the analysis can be found in Section 3.6.11.The results of the baseline noise models can be found graphically in Figures 3-5 for the peak hour sound levels and Figures 6-8 for 8-hour sound levels. Overall sound pressure levels at each receiving location considered can be found in Table 5 for both peak hour and 8-hour levels. 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. New'York City Los Angeles ; East Hampton Post Office Box 136E WBE DBE Certified Wainscatt, N`v"11975 Visit us online:www.SoundSense.com Page 11 of 94 T 631,537A220 I F:631,537.4224 o u P " " �� acoustic consulting -1 design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 3: Peak Hour Existing Conditions at the Project Site „ Stg'e Yacht Center Date:111312022 Noise level` 7 Peak Hour Lett >= 95 � r 3 f i 65 - 60 60 - 89 t. 75 90 , 70 - 75 ® 65 - 70 Ej 60 - 65 0 55 - 60 50 - 55 0 45 - 50 EM 40 45 R Legend �3 Rec2rvar Gonsiruc,tinn Now Sources:: MOM Road Existing SiAl ma-s Construction Area Boundary.... SoundSense,LLC 39 Industrial Rd Wainscott„NY 11975 SH&SS e—i www.SoundSense.com New York City Los Angeles East Hampton Post Office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 12 of 94 T. 631.537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design I products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 4: Peak Hour Existing Conditions at West Mill Road and Cox Neck Road s Stong's Yacht i� r� Center Date:111312022 Nose level' Peak Dour Leq In dB(A) P2 � 85 90 80 85 t t 75 - 80 F 70 - 75 65 - 70 60 - 65 55 - '60 �a s 0 50 55 45 - 50 40 45 tl Legend 1. a Ccrnstmct nn p4me Saurc€s.. _�. FZerad F-A frog 6,jildngs ,. Ctsnstruck7c�n Area Baundary:: i " SoundSense,Et.c 39 Industrial Rd Wainscott,NY 11975 SH&SE www,SoundSense.com New York City Los Angeles 1 East Hampton Post Office Box 1360 WEE 1DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 13 of 94 T. 631,537.4220 1 F:631.537.4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 5: Peak Hour Existing Conditions at Cox Neck Road Stong's Yacht Center Date:111312022 ' ` Noise level R14 Peat Hour Lett In dB(A) — 95 90 95 65 - ;60 I 80 - 85 7 75 - 80 ® �• 70 - 75 65 - 70 60 - 65 0 55 - 60 50 - 55 { 45 - 50 t , r t- 4 Legend ., FEECENC'[ �.. 0 Consfrurfian noise SourcesNKM Road . a9 t" Eking Rmldinns Cortstruchm Area BodaTy r,. u : SoundSense,LLC ' 39 Industrial Rd r., S 'Wainscott„NY'11975 SH&'SB wwwtSoundSense.com New York City Los Angeles East Hampton Post Office Box 1360 WEE 10BE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 14 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 6: Eight Hour Existing Conditions at the Project Site Stong°s Yacht Center` a Date;111312022 Noise level Daytime Leq In dB(A) 05` >= 95 1 1 90 - 95 I (l� 85 - 90 I 80 - 85 t O ' 75 - 88 70 - 75 -. 85 - 70 60 - 65 r i 50 - 55 " 0 45 - 50 ., 40 - 45 9 x Legend NOWN ��i GnnslruciSon lVatse Sours€s: Road '4 Existing 5ut4dmgs ScundSense,LLC 39 Industrial Rd Wainscntt,NY 11975 SHIPSS feet www.SorundSense.com New York City Los Angeles East Hampton Post Office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 15 of 94 T. 631.537.4220 1 F;631.a3T4224 I- I)- o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 7: Eight Hour Existing Conditions at West Mill Road and Cox Neck Road Stong°s Yacht Center m Date:11131202 Noise level Daytime Leq In dB(A) �= 95 90 - 95 RtD 85 - 90 80 - '85 MR P t 75 - "80 70 - 75 65 - 70 Q 60 - 65 55 - 60 Rt 45 - 50 40 - 45 Legend 9 Rsre�ve i'- 0 cons.rflnn Pdaise Sours€ MOM Rt,zt Existing 5uildings --- GtlnshUetfgn Ar2a Bdun"c7ary: R14. s, 't v. SoundSense,LLC e 39 Industrial Rd Wainscott,NY"11975' SH&SIB 0 250 ::400 1000 156q Fez7.. www:.SoundSense.com New'York City Los Angeles 1 Cast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 16 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Figure 8: Eight Hour Existing Conditions at Cox Neck Road _. a.. . Stong"s Yacht �Genter ofate; 111312022 ro Noise level ' 4 Daytime Leq m In d8(A) „ 85 - -R0 80 - 85 75 - 80 " 70 - 75 l 65 - 70 R 15 55 so 0 50 - 55 ti i ., a Legend Resenret crostr rt—Name S.Ur s OEM Road E.isting&Wdmas h :4 Canstructran Area Bawnslary y p ( li. r z a _ SnundSense,LLC 35 Industrial Ind +7id'ainsco t,NY 11975 > SH&S8 feet wwwScundSense.ccm New York City Los Angeles 1 East Hampton Post Office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 17 of 94 T. 631,537.4220 1 F;631.53T4224 - I)- o u r i" �� acoustic consulting -i design 1 products integrated delivery .,ws d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.4—ANALYSIS OF EXISTING CONDITIONS(Continued): Existing Condition Sound Levels(Continued) Table 5: Existing Conditions at Each Receiving Location Evaluated Receiver Peak Hour Existing Eight Hour Existing Number Location Condition (dBA) Condition (dBA) R1 5106 West Mill Road; 44 44 R2 800 North Drive 44 44 R3 805 North Drive 44 44 R4 2010 West Mill Road 44 44 R5 4105 West Mill Road 49 50 R6 200 East Mill Road 44 44 R7 750 East Mill Road 44 44 R8 3329 Grand Ave 44 44 R9 3001 West Mill Road 46 46 R10 1525 West Mill Road 50 50 R11 1480 West Mill Road 52 52 R12 1065 West Mill Road 52 52 R13 155 Breakwater Road' 52 52 R14 2100 Cox Neck Road 57 57 R15 2695 Cox Neck Road 55 55 R16 1475 Cox Neck Road 54 54 R17 1020 Cox Neck Road 56 56 R18 55 Middle Road 60 60 SECTION 3.6.5—METHODOLOGY FOR ANALYSES: Development of Sour lan 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 9, 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 the results to the Town of Southold Noise Ordinance, NYSDEC Criteria and NYSDOT Criteria. New York City Los Angeles East Hampton Past Office Box 1360 WBE IDBE Certified Wainsott, NY 11975 Visit us online:www.SoundSense.com Page 18 of94 T: 631.53T4220 1 F;631.537.4224 o u r " " �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of SoundPlan 3D Model (Continued) Figure 9: DGM of Retaining Wall Construction Phase stong's Yacht Center Date:1111512021 Elevation in m o 6< ,c 9 15, < 18 r 18, < 24 _. 24 c c 27 } (e 7]{ { 30 ti 30 33 33 c < 36 t r 3 y d s r' 1" # •.. SoundSense',LLG 39 Industrial Rd Walnscott;.NY 11975 SH&MC 0 IGD 2P4 4IX7 gW .feet www.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 Section 3.6.11. 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.Additional trips generated for the construction phases were used from the memo provided from Red Rock Industries, which noted the expected vehicles needed for each phase of construction. Additional trip generation in the Build Condition was provided in the traffic study completed.This additional trip generation data by phase and vehicle class can be found in Tables 6 and 7 for the various phases of the project.As noted in the construction details provided in the Red Rock Memo, 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 Los Angeles ° East Hampton Post Office Box 1360 WBE DE;Certified Wainscutt, NY 1175 Visit us online:www.SoundSense.com Page 19 of 94 T 631.537A220 1 F:631.537A2 4 o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Traffic Noise Model (Continued) Table 6: Peak Hour Additional Trip Generation Data by Project Phase Vehicle Class Tree Grubbing Excavation Phase Construction Build Condition Phase Automobiles 8 13 20 1 Medium Trucks 0 0 0 0 Heavy Trucks 0 10 2 0' Buses 0 0 0 0 Motorcycles 0 0 0 0 Table 7: Non-Peak Hour Additional Trip Generation Data by Project Phase Vehicle Class Tree Grubbing Excavation Phase Construction Build Condition Phase Automobiles 0 0 0 0 Medium Trucks 0 0 0 0 Heavy Trucks 0 10 0 0 Buses 0 0 0 0 Motorcycles 0! 0' 0 0 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 8. 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 27 located in Section 3.6.10. Any sound levels provided do not constitute a requirement for equipment used for the project but provide the basis for calculations completed. New York City Los Angeles ; Cast Hampton Post Office Box 1360 WBF DBE Certified Wainscott, NY 11975 Visit us online: www, oundSense.com Page 20 of 94 T, 631.537.4220 1 E:631.537.4224 o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): In-Situ Data Collected for Dump Trucks(Continued) 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 8 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. Table 8: Converted Overall Sound Power and Pressure Levels of Dump Truck Data Collected Description Sound Power Level (dBA) Calculated Sound Pressure Levels at 50'(dBA) Engine Idle and White Noise Backup Alarm 93 62 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 SoundPlan 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 9-14 as provided by Red Rock Industries. A more detailed copy of the reference data noting frequency breakdown can be found in Table 27 located in Section 3.6.10. 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.The only exception to the 100% utilization in the peak hour is for any equipment which has a utilization factor of 10%, where the equipment was included for 48 minutes of that hour, accounting for 10% of an 8-hour day. 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 City Los Angeles I East Hampton Post Office Box 1360 WISE IDBE Certified Wainscott, NY 11975 Page 21 of 94 Visit a online.:wws�undCnse.carn 1: 631. 37.4230 1 F:631.537.4294 o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Construction Noise Model (Continued) Sound levels for the Tub Grinder and Woodchipper were developed were developed in conjunction with built-in data within SounclPlan for the Tub Grinder and Woodchipper idling, as well as data provided in a technical report published by the UK Health and Safety Executive titled Noise Emissions and Exposure from Mobile Woodchippers published in 2008.The data provided in the UK Health and Safety Executive report only provides sound levels during wood chipping and is not representative of an hourly average. The highest sound power level identified was 124.5 dBA during wood chipping.To calculate a worst-case, but realistic sound power level over an hour,the 124.5 dBA was energy averaged with sources of 114 dBA for the Tub Grinder and 103 dBA for the Woodchipper based on wood chipping/grinding 50%of the time and idling only 50%of the time.This results in a sound power level of 122 dBA for both sources. Table 9: 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 i Si 1 50% 111 80 Shouting S2 1 1 50% 74 42 Excavator S3 1 50% 113 81 Water/Fuel Truck S4 2 50% 115 83 Tub Grinder S7 1 50% 122 90 Woodchipper S8 1 50% 122 90 Feller Buncher S9 1 50% 114 82 Raised Voice S14 1 50% 64 32 Air Brake Release S16 1 10% 89 58 Dump Truck Idling with S17 1 10% 93 62 White Noise Backup Alarm Table 10: 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 i Si 2 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 2 50% 113 81 Water/Fuel Truck S4 2 50% 115 83 Dozer S6 2 50% 116 85 Raised Voice S14 1 50% 64 32 Air Brake Release S16 1 109/0 89 58 Dump Truck Idling with S17 1 10% 93 62 White Noise Backup Alarm New'York City Los Angeles 1 Cast Hampton Post Office Box 1360 WBE DBE Certified Wainscutt, NY 11975 Visit us online: www.SoundSense,com Page 22 of 94 T 631,537A220 1 F:631,537A224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Construction Noise Model (Continued) Table 11: 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 50% 113 81 Water/Fuel Truck S4 2 50% 115 83 Dozer S6 2 50/ 116 85 Raised Voice S14 1 50% 64 32 Air Brake Release S16 1 10% 89 58 Dump Truck Idling with S17 1 10% 93 62 White Noise Backup Alarm Table 12: 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 Si 3 50% 111 80 Shouting S2 1 50% 74 42 Excavator S3 2 50% 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 32 Air Brake Release S16 1 10% 89 58 Dump Truck Idling with S17 1 10% 93 62 White Noise Backup Alarm New York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 23 of 94 T. 631.537A220 1 F;631.537A224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.5—METHODOLOGY FOR ANALYSES(Continued): Development of Construction Noise Model (Continued) Table 13: 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 32 Air Brake Release S16 1 10% 89 58 Dump Truck Idling with S17 1 10% 93 62 White Noise Backup Alarm Table 14: 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 Dozer S6 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 32 Air Brake Release S16 1 10% 89 58 Dump Truck Idling with S17 1 10% 93 62 White Noise Backup Alarm New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 24 of 94 T. 631.537.4220 1 F;631.a37A224 - I)- o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 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 15 and additional information including noting frequency breakdown can be found in Table 27 located in Section 3.6.10. Any sound levels provided do not constitute a requirement for equipment used for the project but provide the basis for calculations completed. Table 15: 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 3 Boat Washing S15 1 74 42 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 10-21 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 22-29 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 16 and 17 for the 8-hour and peak hour sound levels. New'York City Los Angeles ; East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 25 of 94 T. 631.53T4220 1 F:631.537.4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 10: Eight Hour Leq Sound Levels from the Tree Removal/Grubbing Phase at the Project Site 30'West Milli Road Strong's Marina Date:'1 1/2 212022 Noise level � •• 17 Daytime Leq in dB(A) 95 t 90 95 l 85 90 „ 75 80 70 - 75 65 70 t 60 65 ' 55 - 6o 11 j' 50 -" 55 45 - 50 a 40 = 45 Fl t R Legere :5 � Reserver ORM :i`! Cansteucti©n(VJatse�aurces. Rtad Existing Buildings... Canstrucnan Area Bound y: z r SoundSense,LLC " 39 industrial Rd W'ainscott;NY 11975 e SH&SS feet .SoundSense,cam New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 26 of 94 T. 631,537A220 1 F;631.537A224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 11: Peak Hour Leq Sound Levels from the Tree Removal/Grubbing Phase at the Project Site " tang's Yacht Center s Date:1112212022 Eloise level 7. Peeks Hour Leq In dB(A) 5 , >= 95 90 95 85 90 8o 85 Ik 75 80 70 75 z 65 70 60 65 55 - 60 50 55 45 50 .;. ` . 40 - 45 5 r.xi Legend w i`, Cans(ruction<Jatse Source=;: E.xHin9 Buildings../ Cunsirucfm Area 50.nd.,y way SoundSense,LLD 39 industrial Rd 7 Wain eo t;,NY 11975 SH&SB rear .SoundSense.S2T New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 27 of 94 T. 631,537A220 1 F;631.537A224 o u P i" �� acoustic consulting -1 design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 12: Eight Hour Leq Sound Levels from Excavation Phase 1 at the Project Site tang's Yacht ,. tenter r LSate:111312022 s r V r + Noise level l Daytime Leq In dB(A) >= 95 d� so i, 65 90 75 - 30 ? 70 - 75 4 65 70 60 - 65 55 - 6o 50 - 55 M Y t € 0 45 - 50 40 - 45 3 Legend R-cewer 0 Cnnstrustiurl N.tse Rourc—: .' Road A L] Existing 13,0d,ngs '.... Cunstructrran Ama Et4-dwy e o SoundSen5e,LLC 39 Industrial Ltd Wainsoott,NY 11975 Sl4&sa rat wvaw: oundSensexom New'York City Los Angeles Bast Hampton Post Office Box 1360 WPF DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 28 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 13: Peak Hour Leq Sound Levels from Excavation Phase 1 at the Project Site tong's'Yacht tenter Date:111312022 Noise level t Peak Hour Leq >= 95 8 60 - 95 85 30 � so 85 � 75 80 70 - 75 65 - 70 60 - 65 7 0 55 - 60 t 0 50 - 55 * 45 - 550 40 - 45 R R2' Legend Con lwaianNwseSaurc€s:'... Road EA mi g BiAdmos Const=fwi Area Boundary:: .. SoundSense,LLC ' 39 Industrial Rd Wainscott,NY'11975 SH S;Sl3 Lt www.SoundSense.com New York City Los Angeles East Hampton Post office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 29 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 14: Eight Hour Leq Sound Levels from Excavation Phase 2 at the Project Site , Stcng's Yacht renter Gate:111312022 Noise level Daytime Leq In dB(A) 5 - >_ 95 �+ 80 - 95 85 go {� 80 85 V 75 - 80 V 70 - 75 65 - 70 k 60 - 65 "p Q 55 - 60 sga 0 50 - 55 0 45 - 50 nx5 40 - 45 4 S: Legend ri {_;i Cunsteuctian Nave 43ure2.s Road ,..;� ExistingIjrldings C`,tan51rvcf n Area Rburiclm SoundSense,LLC 39 Industrial Rd . Wainscott,NY 11975 SH&SIR ee www.SoundSense.com New York City Los Angeles Bast Hampton Post Office Box 1360 WPF 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 30 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 15: Peak Hour Leq Sound Levels from Excavation Phase 2 at the Project Site tang's Yacht Center Crate:111312022 I I Noise level I+' Peak dour Leq In dB(A) s= 95 H11 go - 95 85 - sgo SO 85 75 - 180 70 - 75 , 65 - 76 60 - 65 Q 55 - 60 a, 0 50 - 55 mt 0 45 - 50 40 - 45 R Legend Recenter... 03 coustructirn Norse SOu ce:ol.. MUM Road Existing Budding& Constnn fixi Area Boundary::.. SoundSense,LLR 39 Industrial Rd ainscott,NY 11975 SH&rSE uau�ty SoundSense.com New'York City Los Angeles Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 31 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 16: Eight Hour Leq Sound Levels from the Retaining Wall Phase at the Project Site tang's Yacht Center Date:111312022 w. I Noise level 7 I Daytime Leq 5 � I 80 - 95 85 90 80 85 75 - 80 70 - 75 65 - 70 [71 55 - 60 E:] 50 - 55 40 - 45 R4 Ft Legend Fta Receiver L;. Camsiructipn idatseaurc€s RMS Road Existing ri ncYmos Cansuucfm Area Bo-dary.. SoundSense,LLG 39 Industrial Rd t ainscott,NY 11975 ` SH&SS reef w+ww.SoundSense.com New'York City Los Angeles Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 32 of 94 T. 631,53T4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 17: Peak Hour Leq Sound Levels from the Retaining Wall Phase at the Project Site tang's Yacht Center Date:111312022 Noise level 17 Peak Hour Leq In dB(A) >= 95 lR9 so - 65 85 - 80 90 85 75 - 80 u 70 75 x, 65 - 70 0 60 - 65 55 - 60 50 - 55 " [ 45 - 50 40 - 45 it s Legend c Constr.fm Noise S uPcee KGM Road Exis[Iny Bi9ddinfls i ` � CrSrtstnrcupn Aria RCari�ary, SoundSense,LLC 39 Industrial Rd Wainscott,NY 11975 SH$rSI3 www.SoundSense.com New'York City Los Angeles Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 33 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design i products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 18: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site tang's Yacht a �' C.enter Date:111312022 e e ��k Noise level m . : •� Daytime Lech in dB(A) 85 - 5o 80 85 'fia t 75 - 80 q 70 - 75 65 - 70 [77] 60 - 65 �. ss - 6a - 7 .� 0 50 - 55 45 - So 40 - 45 Legend Consirr]ctian Morse souc— MOM Road ExHJrg niAdmas i CmstrUcfm Area R.wdary.... m SoundSense,LLC 39 industrial Rd A ainscott,NY 11975 SH&rSB 0:.. 100 200 400 '803 �.•:. www.SoundSense.com New York City Los Angeles Bast Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 34 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design i products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 19: Peak Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site Stong"s Yacht Center v.. Date:111312022 Noise level 7,. r Peak Hour Leq l y in dB(A) >= 95 t 90 - 95 65 - ,go !, 80 85 a§ 75 - 80 t 70 - 75 s 65 - 70 [77] 60 - 65 Cf 55 - 60 50 - 55 � 45 - 50 R2' Legend ^ P .k •.." 0 Receive[ 0:. Corstr.1ian Notre Sources ROM Road w & ExHIrg 43w]ding5 CunMrur,..kicn Area Boundary. .. SoundSense,LLC 39 industrial Rd Wainscott„NY 11975 _ a SH&SB www.SoundSense.com New'York City Los Angeles Bast Hampton Post office Box 1360 WBE l0BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 35 of 94 T. 631,537.4220 1 F;631.a3T4224 o u P " " �� acoustic consulting -i design i products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 20: Eight Hour Leq Sound Levels from the Construction Phase at the Project Site tang's Yacht enter k. ry 1111312022ate: Cr L! a . Noise lever, F Daytime Levi 1, in dB(A) � go 95 85 _ go 80 85 ire 75 - 80 '.( RIM 70 - 75 55 - d0 i Q � a 55 - i?o 50 - 55 i 'TO - 50 3 40 - 45 3 9 Legend Recenter C,. CorM.rtim Wise Source,... ON= Road a ` rxis[Ing FSiiildings gyaa Co,!SIA,AQn Area Bounrlacy. a SoundSense,LLc 39 industrial Rd Wainscott,NY 11975 SH&Sl3 Lt www.SoundSense.com New York City Los Angeles Bast Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online: www.SoundSense,com Page 36 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 21: Peak Hour Leq Sound Levels from the Construction Phase at the Project Site s tang's Yacht Center „r Date:111312022 Noise level Peak Hour Leq n In dB(A) >= 95 80 - 95 IP 55 go 3 8o 85 75 - 80 70 - 75 65 - 7D r 0 60 65 55 - 6o t 0 50 - 55 0 45 - 50 �x 40 - 45 a R Legend � Receiuer � Cnnstructi�n Nnlse SntiPc€s ti Existlrg Btaddings Cdnstnrufm Area Bamdaty:.... SoundSense,LLC 39 Industrial Rd Wainscott,NY 11975 SH&SB www.SoundSense.com New'York City Los Angeles Bast Hampton Post Office Box 1360 WHF DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 37 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 22: Eight Hour Leq Sound Levels from Excavation Phase 2 at West Mill Road and Cox Neck Road w Stong"s Yacht w Center ,i Date 111312022 -` Noise level Daytime Leq h in AB(A) a >= 95 w 55 50 80 85 e tl21 N& 75 - 80 az 70 - 75 65 - 70 60 - 65 55 - 60 0 50 - 55 r [ 45 - 50 40 - 45 Legend a 0 Canl—i©n Moue�auece�.? M6= Road ..<' Ex9sTing 134addmas CmArucUpn Area Bcundl Ty, r b SoundSense,LLC a 39 Industrial Rd Wainscott,NY 11975 SH&`SE p:.. ?SG 5OQ iGGG 15t513' www.SoundSense.com New'York City Los Angeles 1 Cast Hampton Post office Box 1360 WBE l0BE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 38 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 23: Peak Hour Sound Levels from Excavation Phase 2 at West Mill Road and Cox Neck Road g 5tong's Yacht Center Date:I V312022 a Morse level Peak Hour Leq ap . In dB(A) >= ss so - 95 s 85 - 50 s,es� 75 80 Ri 70 - 75 65 - 70 60 - 65 = 55 50 ;, F2t *•y �, � � 50 - 55 ti @@ 91 0 45 - 50 " 40 - 45 wm t ;. Legend a ConstTuc or Noise Sources: .. « WOM R.. Gonstrucfjdn flu Boundaryl � ma SoundSense,LLG 39 Industrial Rd ° WVainscott,NY'11975 t2ss ,y o; zsa _500 ro-o-o- rsr�o- 11111111111111119� www.SoundSense.com New'York City Los Angeles 1 East Hampton Post office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 39 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 24: Eight Hour Sound Levels from Excavation Phase 2 Phase at Cox Neck Road tong's Yacht venter ®ate 111312022 r Noise level Daytime Leq $ t ,. in dB(A) s >= 95 , go - 95 q 65 go 80 as 75 - 80 ' 70 - 75 I 65 - 75 60 - 65 55 - 60 0 50 - 55 45 - 50 Legend , R�rerrret f7 Censtnaotbn Notre�otrces.: MOM Road Cmstnacf=.§+"ea 8taundary 4 Srtund Sense,LLC 39 Industrial Rd Wainscott,NY 11975 7 SH&SB 0 150 I'M eoo Soo ee , www.SoundSense.comf New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 40 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 25: Peak Hour Sound Levels from Excavation Phase 2 at Cox Neck Road 5tong"e Yacht . .� enter date:1113t2022 Noise level ' Peak Hour Leq * ' in dB(A) >= 95 �a 90 - 95 " g w 60 - 85 75 - 80 70 - 75 r 0 so 65 w 0 45 - 50 40 - 45 tP( Legend � Renatver q ra GnnsGucu�n Nape Svurc€s OEM Roar] Lmstng Buildings Construdxn Atza Boundary „ r • m., # it Soundsense,LLC 39 Industrial Ltd a 15 $ Wdamscott,NY 11975 SH&SB 0 1190 300 BM e0eetNEF z , , vtiww.SoundSense.corn New'York City Los Angeles 1 East Hampton Post office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 41 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 26: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road twang's Yacht Center Date 111912022 Ii Noise level Daytime Leq In dB(A) >= 95 90 - 95 t� 85 g0 • �' 80 85 70 - 75 65 - 70 i� 4a 60 - 65 55 - '60 e 0 50 - 55 •45 - 50 40 - 45 R� Legend SUM 's,, t�: Cdnsin�ctianNa�eSauzces::.. Road Lai urig ESiaddinus 5`idrt5tndcfjQn Area Boun`,CYdrN: d5' Scundaense,LLC e 39 Industrial Rd Wainscott,NY 11975 SH&SB Q... 250 500 1OUG 15[}Cd, Rid e m SoundSense.com New'York City Los Angeles 1 East Hampton Post Office Box 1360 WEE 1DBE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 42 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 27: Peak Hour Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road £.r$, Stang"s Yacht at Center Date;111312022 Noise level Peak Hour Leq s in d6{A); >= 95 90 - 95 iv a 85 go 80 85 R 75 - 80 70 - 75 65 - 70 t Q 60 65 55 - 60 50 - 55 •45 - 50 40 - 45 Rt Legend 0 Receiver ° r Consiauaian Noise Source..: a Road Existing EAI"Adngs Consuotfw ACea 8owndary:. +, SoundSense,LLD 8 a 39 Industrial Rd Wainscott,NY 11975 SH& g... 250 500 1OUG 15r)Cd. RS6 moose � www.SoundSense.com New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 43 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 28: Eight Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road Stong"s Yacht Center Dates 111312022 Noise level 14 Daytime Leq in dSei� s— 95 95 85 go 80 85 a 75 - '80 70 - 75 *' 65 - 76 Q 60 - 65 �$1 + 55 - fin y 0 50 - 55 0 45 - 50 y , 40 - 45 , Legend , Recenter WIM ,. � Cr�nstuctian Nate�ourc€-a Roan ExisYlrig�I�AdingS a "" CaRstn�.[ n,§rse Rowdaq. .. SoundSense,LLC 39 Industrial Rd Wainscott,NY I1975 SH&SB www.SoundSense.com New'York City Los Angeles 1 East Hampton Post Office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 44 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS: Construction Noise Impacts (Continued) Figure 29: Peak Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road Stong"s Yacht Center t5ate:111312022 i Noise level R14 Peak Hour Leq In cf6(A); 90 - 85 85 - "50 m 80 85 75 - 80 70 75 65 - 70 60 - 65 w 55 - 60 ,) . E::] 50 - 55 45 - 50 40 45 R15i4 rc, a Legend er v Receiver a Ccroslrucri-rJoi-Sourc€s ..3 ...E Road Existing 11addmos . Constnertisin Area 8etundaty:. 'l oundSense,LLC 38 Industrial Rd ' 1i3 Wainscott,NY 11975 SH t,s p, Sypryp feet .SoundSense.L- New'York City Los Angeles 1 East Hampton Post office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 45 of 94 T. 631,537.4220 1 F;631.53T4224 o u i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Construction Noise Impacts (Continued) Table 16: 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 Mil! R1 Road 44 54 SO 50 50 50 50 R2 800 North Drive 44 77 78 80 76 76 76 R3 805 North Drive 44 76 75 73 69 69 68 R4 2010 West Mill 44 67 58 60 57 57 57 Road 4105 West Mill R5 'Road 50 65 59 61 57 57 57 R6 200 East Mill Road 44 64 55 61 60 60 60 R7 750 East Mill Road 44 63 59 61 59 59 59 R8 3329 Grand Ave 44 67 65 69 68 68 68 3001 West Mill R9 Road 46 60 57 58 52 52 52 R10 1525 West Mill 50 58 68 68 62 62 62 Road 1480 West Mill R11 ;Road 52 56 71 71 64 ! 64 64 R12 1065 West Mill 52 58 71 71 64 64 64 Road 155 Breakwater 'R13 Road 52 55 71 71 64 ' 64 64 R14 2100 Cox Neck 57 55 67 67 66 66 66 Road 2695 Cox Neck R15 Road 55 55 66 66 65 65 65 R16 1475 Cox Neck 54 55 65 65 62 62 62 Road 1020 Cox Neck 'R17 56 59 62 62 61 61 61 Road R18 55 Middle Road 60 63 63 63 62 62 62 New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundSense.com Page 46 of 94 T. 631.537A220 1 F;631.537 A224 o u i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Construction Noise Impacts (Continued) Table 17: 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 58 57 57 57 57 57 R2 800 North Drive 44 74 57 89 84 84 84 R3 805 North Drive 44 72 54 82 77 77 77 R4 2010 West Mill 44 63 66 69 65 65 65 Road 4105 West Mill R5 'Road 49 61 66 69 65 65 65 R6 200 East Mill Road 44 60 63 69 68 68 68 R7 750 East Mill Road 44 59 68 69 67 67 67 R8 3329 Grand Ave 44 64 74 78 77 77 77 3001 West Mill R9 Road 46 57 63 64 58 58 58 R10 1525 West Mill 50 56 69 69 64 64 64 Road 1480 West Mill R11 ;Road 52 55 72 72 66 66 66 R12 1065 West Mill 52 56 72 72 66 66 66 Road 155 Breakwater 'R13 Road 52 54 72 72 66 66 66 R14 2100 Cox Neck 57 55 68 68 68 68 68 Road 2695 Cox Neck R15 Road 55 56 65 65 68 '' ' 68 68 R16 1475 Cox Neck 54 55 64 64 62 62 62 Road 1020 Cox Neck 'R17 56 59 62 62 62 62 62 Road R18 55 Middle Road 60 63 63 63 62 62 62 New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. ound ense.com Page 47 of 94 T. 631.537.4220 1 F;631.537A224 o u r i" �� acoustic consulting -i design 1 products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 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 16 and 17,there is a significant increase at receivers R1-R16 for at least one phase of construction for either the peak hour or 8-hour Leq. For Receivers R1-R8,the increases are predominantly due to sound created at the Project Site from construction activities.These increases would have a significant impact as defined by the NYSDEC criteria to the nearby residences during the period of construction,with the highest levels during Excavation Phase 2. However, this noise would be limited to during daytime hours, and would be temporary since these increases are only during construction. For receivers R9-R18, any increase in the sound levels would be dependent on additional traffic, which is highest during the excavation phases. Sound levels are higher than recommended by the NYSDOT at receivers R10-R14 during the excavation phases, and during all construction at receivers R14 and R15. However, as noted in Section 3.6.3, the NYSDOT criteria are not standards, and these increases are temporary only during construction. All 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 residents will be primarily indoors during construction at those times, reducing the impact on quality of life. If the reduction of 20 dB is applied to the traffic data for receivers R10-1114, which exceed the outdoor recommendations from the NYSDOT,the interior recommendations in Category E of Table 2 for interior noise levels are met and would be within the NYSDOT recommended criteria for those receivers. 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 30-32 show the graphic presentation of the peak sound levels predicted at the Project Site using the noise sources presented previously in Table 15, as well as peak future traffic generation along Cox Neck Road and West Mill Road. Table 18 presents the overall sound pressure levels at each location. 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 94 T. 631,537.4220 ( E:631.537.4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition Impacts(Continued) Table 18: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 44 R4 2010 West Mill Road 44 44 R5 4105 West Mill Road 49 50 R6 200 East Mill Road 44 44 R7 750 East Mill Road 44 44 R8 3329 Grand Ave 44 44 R9 3001 West Mill Read 46 46 R10 1525 West Mill Road 50 50 R11 1480 West Mill Road 52 52 R12 1065 West Mill Road 52 52 R1.3 155 Breakwater Road 52 52 R14 2100 Cox Neck Road 57 57 R15 2695 Cox Neck Road 55 55 R16 1475 Cox Neck Road 54 54 R17 1020 Cox Neck Road 56 56 R18 55 Middle Road 60 60 New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 106E Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 49 of 94 T. 631.537.4220 1 F;631.537A224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition (Continued) Figure 30: Peak Sound Levels in the Build Condition at the Project Site v, Stong's Yacht Center Date:1113/2022 x: r, Noise level' I r Peak Hour Leq { if IndBiA? ETS ` >— 95 90 - 95 I 85 - JO ' 80 - 85 �•, s 75 - 80 70 - 75 65 - 70 $ar 0 80 - 65 , i 55 - 80 i 50 55 0 45 - 50 �'. 40 45 0 t` Legend 0 Canstrucftn p4arse Sources:... Rcatl S E.Mvg Buildings Construction Area Boundary.:... SoundSense,El_D 39 Industrial Rd WainscGft,NY 11975 SH&"Sa r—a www.SoundSense.com New'York City Los Angeles Bast Hampton Post Office Box 1360 WBF DBE Certified Walnscott, NY 11975 Visit us online; www.SoundSense,com Page 50 of 94 T. 631.537.4220 1 F;631.53T4224 o u i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition (Continued) Figure 31: Peak Sound Levels in the Build Condition at West Mill Road and Cox Neck Road 1g Stoncg's Yacht a Center R3 Date:1111312022 Nose level' Peak Hour Levi in de{t,} >= 55 so - 95 eta B5 - so so _ 85 75 - 80 70 - 75 55 - 70 so 65 0 55 - `60 0 50 - 55 45 - 50 40 - 45 Legend es Gonstrnctnon Noise Saurces.. : .., Road ExMflg Euddmm Constructon Area aa+mclary.... *` SoundSense,LLC 39 industrial Rd Wainscott,NY 11975 SH&user 000001�Eet www,SoundSense.2L—j New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBF 10BE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 51 of 94 T. 631.537.4220 1 F;631.53T4224 - I)- o u r i" �� acoustic consulting -i design l products integrated delivery .,w„ d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.6—POTENTIAL IMPACTS ANALYSIS(Continued): Build Condition (Continued) Figure 32: Peak Hour Sound Levels in the Build Condition at Cox Neck Road Stong"s Yacht Center date:1 1/312 0 22 (Noise level `R14 Peak Hour Leq v In dB(A) a= 95 9C} - 95 85 - go h 80 - 85 75 - 80 .. 70 - 75 65 - 70 [ 60 - 65 1�3 0 55 - 60 50 55 45 - 50 yrf, Big 40 46 g . „ v � Legend .. 0 Constructeon Nose soarces:... tlSUM Rna,t E,xtstmg Rjildi gs CDnstructrun Area Baer Jary SraundSense„LLG s 39 Industrial Rd 1 Ea13, Wainscott,NY 11975 SH&SB 0.. 150 300 coo ..900 rat www.SoundSense.com As seen above, no receiving locations exceed 6 dBA above the Existing Condition sound levels. NYSDEC evaluation criteria categorizes this as no impact and would not be expected to impact quality of life for any nearby residence. The greatest predicted increase would be 4 dBA at the Residence 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 ; East Hampton Post Office Box 1360 WBE LOBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 52 of 94 T 631.537A220 I F: 31.537.4224 o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 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 East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 53 of 94 T 631.537A220 1 F:631.537.4224 - I)- o u r i" �� acoustic consulting -i design i products integrated delivery .,w� d Strong's Yacht Center 5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE: An alternate truck route has been proposed as mitigation of truck traffic. The alternate plan involves trucks during the excavation phases using Cox Neck Road to travel to the site, and then using Bergen Avenue access Sound Avenue when leaving the site.This alternate plan reduces the amount of truck traffic on Cox Neck Road south of the intersection between Cox Neck Road and Bergen Avenue. The revised routing is not proposed for additional traffic due to vehicle bringing in workers which would arrive at the beginning of the day and leave at the end of the day.As sources on Bergen Avenue were not considered in the Potential Impacts Analysis, additional acoustic data was collected along Bergen Avenue to quantify the existing ambient sound levels on August 2nd,2022. Figure 33 below shows the location of the readings collected, noted as Location 5 and Table 19 provides the results of the acoustic readings collected. The afternoon L90 was used in the analysis as the ambient sound level Figure 33: Location 5 for Data Collection at Bergen Avenue z , 0 wq u a , Fri <4 V F K G° F k$' +k Table 19: Results of Twenty Minute Acoustic Readings at Bergen Avenue Measurement LAeq LASmax L LSO O L90 LASmin Location Time Period (dBA) (dBA) (dBA) (dBA) (dBA) (dBA) 7:39am-7:59am 59 78 56 46 43 40 Location 5 5:39pm-5:59pm 65 87 54 42 41 40 New York City Los Angeles Bast Hampton Post Office Box 1360 WBB DBE Certified Wainscatt, NY 11975 Visit us online:www.SoundSense.com Page 54 of 94 T: 631,537.4220 ( F:631.537.4224 I- I)- o u r i" �� acoustic consulting -i design 1 products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE (Continued): To evaluate traffic, additional traffic distributions were needed to evaluate traffic down Bergen Avenue for both the Existing Conditions were needed. Reference data was provided from the traffic consultant and can be found from 8 AM —4PM in Section 3.6.11. For additional trips,the additional trip generation data for Excavation Phases 1 and 2 were used as they represent the highest truck traffic during construction. However,the additional trip generation differs from that found in Tables 20 and 21 for peak hour and non-peak hour trip generation on Cox Neck Road and Bergen Avenue since trucks are not traveling twice down this road after leaving the Project Site and will instead be returning to Sound Avenue via Bergen Avenue. Table 20: Peak Hour Additional Trip Generation for Alternate Excavation Phase Vehicle Class Cox Neck Lane Bergen Avenue Automobiles 13 13 Medium Trucks 0 0 Heavy Trucks : 5 5 Buses 0 0 Motorcycles 0 0 Table 21: Non-Peak Hour Additional Trip Generation for Alternate Excavation Phase Vehicle Class Cox Neck Lane Bergen Avenue Automobiles 0 0 Medium Trucks 0 0 Heavy Trucks 5 5 Buses 0 0 Motorcycles 0 0 Using the additional trip generation data, the TNM analyses in SoundPlan were completed for R15—R18 for receivers on Cox Neck Road, and then for new receivers R19 — R24 for new receivers which were inserted into the model for Bergen Avenue. Using the results, the sound levels at R15 — R18 for the alternate truck plan were compared to the sound levels during Excavation Phase 1 to show the reduction in sound level. Table 22 shows the existing and predicted excavation phase peak hour Leq sound levels, while Table 23 shows the existing and predicted excavation phase 8-hour Leq sound levels at each location. Figures 34 and 35 show the graphic representations of the existing peak hour and 8-hour sound levels, respectively.Figures 36 and 37 show the graphic representation of the excavation phase peak hour and 8-hour Leq sound levels, respectively.As seen in the figures,there is a 1-2 dBA reduction in both peak hour and 8-hour sound levels, showing an improvement in sound levels at the locations along Cox Neck Road. Although there would now be an impact to receivers along Bergen Avenue, all predicted sound levels are lowerthan the NYSDOTs suggested criteria of 67 dBA at the receivers considered in the alternate plan. New'York City Los Angeles ; Cast Hampton Post Office Box 1360 WBF DBE Certified Wainscott, NY 11975 Visit us online; www,SoundSense,com Page 55 of94 Tr 631.537A220 1 F: 6 1.537A224 I- I)- o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE (Continued): Table 22: Peak Hour Sound Levels with the Alternate Excavation Truck Route Receiver Existing Alternate Proposed Number Location Conditions(dBA) Excavation (dBA) Excavation R15 2695 Cox Neck Road 55 65 73 R16 1475 Cox Neck Road 55 62 70 R17 1020 Cox Neck Road 55 62 62 R18 55 Middle Road 60 63 63 R19 5350 Bergen Avenue 51 62 44 R20 4680 Bergen Avenue 48 52 44 R21 4300 Bergen Avenue 50 54 46 R22 3049 Bergen Avenue 48 49 46 R23 1525 Bergen Avenue 52' 53 46 R24 1405 Bergen Avenue 52 53 46 Table 23: Eight Hour Sound Levels with the Alternate Excavation Truck Route Receiver Existing Alternate Proposed Number Location Conditions(dBA) Excavation (dBA) Excavation R15 2695 Cox Neck Road 55' 65 73 R16 1475 Cox Neck Road 55 62 70 R17 1020 Cox Neck Road 55 62' 62 R18 55 Middle Road 60 63 63 R19 5350 Bergen Avenue 51! 62 44 R20 4680 Bergen Avenue 48 52 44 R21 4300 Bergen Avenue 50 54 46 R22 3049 Bergen Avenue 48 49 46 R23 1525 Bergen Avenue 52 53; 46 R24 1405 Bergen Avenue 52 53 46 New'York City Los Angeles 1 Cast Hampton Post Office Box 1360 WBB DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 56 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE (Continued): Figure 34: Existing Peak Hour Sound Levels at Bergen Avenue and Cox Neck Road Stong*s Yacht Center Date:111312022 �13 Noise level Peak Flour Leq S19F In dB(A) - 95 go 95 8,5 go ! .� so 85 x^ � 75 - 80 70 - 75 « 65 - 70 1 60 - 65 55 _ 60 50 - 55 a [ 45 - 50 ;a T 40 - -45 nm Legend R2 4 °' Rece�rer Road �' s"y. � q Cansiruc[kpn Na�se Sougc€s: a �Astlng P"Adings Cansir-fin Area Baauwdary/ 7 SourldSense,LLC 39 Industrial Rd VWainscott,NY 11975 ' SH&Sl3 o- 300 _ uo-fl 12o-a re�a t .. _ wwur„;SaundSense.cotn New'York City Los Angeles East Hampton Post office Box 1360 WBE 106E Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 57 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE (Continued): Figure 35: Existing Eight Hour Sound Levels at Bergen Avenue and Cox Neck Road Stong's Yacht Center Date:111312022 x:. Noise level Daytime Leq In dB(A) 4, >= 95 - 95 a. ,. 65 - BO Ft6 8o - 85 75 80 70 - 75 65 - 70 E7] 60 - 65 ya 55 - `60 Ce 0 50 - 55 Legend a s a® -,,fi, � d Cgnslr�ciipn Pdaue Sautte�. Road m a 16 F=] ExHJ,g Bi,ddmg� Comic. w,Area Baawdary:. y � SoundSense,Ct.D 39 Industrial Rd Wainscntt,NY 11975 eta www.SoundSense.com New'York City Los Angeles Bast Hampton Post Office Box 1360 WBF DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 58 of 94 T. 631,537.4220 1 F;631.53T4224 o u P " " �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE (Continued): Figure 36:Alternate Truck Route Eight Hour Sound Levels at Bergen Avenue and Cox Neck Road a Stong*s Yacht ~� Center Date:111312022 1'3 Noise level Daytime Leq In dB(A) a, >_ 95 ^ 1 .. ® 90 - 95 85 - go 0 80 - 85 1 75 - '80 70 - 75 s 65 - 70 15 Y 60 - 65 # " 55 - 60 t. e � 0 45 - 50 Legend "� � Etecenie[ ^. Roan Exi t]"g tgddings Consarufion Area Boundary: ScundSense,t.LC 39 Industrial Rd a ! Wainscott,NY 11975 www.SoundSense.com New'York City Los Angeles East Hampton Post office Box 1360 WBE )OBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 59 of 94 T. 631,537A220 1 F;631.537A224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.8—REVIEW OF ALTERNATE TRUCK ROUTE (Continued): Figure 37:Alternate Truck Route Peak Hour Sound Levels at Bergen Avenue and Cox Neck Road Stg*s Yacht Center t Date:111312022 >d Noise level Peak Hour Leq In ti$)A) '_ 95 Rid so - 95 e 85 - go 80 - 85 70 - 75 60 - 65 55 - 60 t6 50 - 55 J.. 0 45 - 50 Mig 40 - =45 Legend A Receiver r ite e; Cnnslr flm Noise S—r"e,Road F-1 Existing Buildings a Conslnecfwn Area Boundary s � SoundSense,LLD 39 Industrial Rd t Wainsco t,NY 11975 SH&`SEA www.a SoundSense.com New'York City Los Angeles Bast Hampton Post office Box 1360 WBF CBI=Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 60 of 94 T. 631.537A220 1 F;631.537A224 o u r i" �� acoustic consulting -i design i products integrated delivery .,ws d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—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 38 and 39 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 40-43 show the predicted 8- hour Leq and peak hour sound levels at West Mill Road and Cox Neck Road.Tables 24 and 25 present the predicted sound levels for all receiving locations for the 8-hour Leq and peak hour Leq, respectively. Tables 24 and 25 also present the difference in predicted sound pressure levels for a direct comparison to the Proposed Plan. Results show that there would be an overall increase in sound level because the grade would no longer function as an acoustic barrier and would lose the transmission loss provided by the retaining wall. This is most evident at R4, where increases range from 4-5 dBA, as well as additional receivers which show a 1-3 dBA increase. It should be noted,that R6 shows a 2 dBA reduction in expected sound level with the alternate plan. However,all other receptors show either no difference,or an increase in sound levels during construction when the Alternate Site Plan is implemented. New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11075 Visit us online www.SoundSense,com Page 61 of 94 T 631.637A220 J E:631.537A224 o u P i" �� acoustic consulting -1 design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 38: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site with the Alternate Site Plan , Stong's Yacht Center Date:111312022 ti ,r Noise level Daytime Leq In dB(A) i �— 95 51; , 90 - 95 V del 85 - g0 6 60 - 85 75 80 70 _ 75 r 65 - 70 i 0 60 - 65 55 - 80 w 0 50 - 55 E71 45 - 50 EM 40 - 45 114 Legend �8' � Recenrer cunstruchou Noise Sources RAM Read Exisfing suikYings Ganstructirn Area Bcunriary.:.... SoundSense,LLC 39 Industrial Rd " Wainscoft,NY"11975 SH&SB 0;... 100 200 4�JiO 43041 Feet www,SoundSense.2T--J New York City Los Angeles Bast Hampton Post Office Box 1360 WBE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 62 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 39: Peak Hour Leq Sound Levels from the Excavation Drainage Phase at the Project Site with the Alternate Site Plan Stong's Yacht Center' Date:111312022 t + v. i Noise level Peak Hour Leq In dB(A) 95 R7 r � 90 - 95 85 - 90 g 80 85 75 80 70 - 75 65 - 70 0 60 - 65 55 - 60 " 0 50 - 55 0 45 - 50 xu 40 - 45 4 R2 Legend Rermer Construction Noise Sources iUM Road Existing Buildings GnnsErur�fiun Area Boundary: SoundSense,LLC 9 Industrial Rd Wainscott,DIY 11975 SH&SS reet iSoundSense.com New York City Los Angeles 1 East Hampton Post Office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 63 of 94 T. 631.537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 40: Eight Hour Leq Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road with the Alternate Site Plan Stong':s Yacht sa Center Date:1 /312022 Noise level Daytime Leq In dB(A} a >= 95 90 95 85 - go 80 - 85 Rtt, 75 - 80 70 - 75 65 - 70 0 60 - 65 55 - 60 art 0 50 - 55 45 - '50 40 - 45 tit Legend 0 Construction Noise Source, ... REM Road Existing Bidrfngs k�1 Gorisumuin Area Baundary(... w, SoundSense,LLD 39 Industrial Rd *' Wainscott„NY"11975 SH&SS 0:. 250 500 1t7Q0 150(1.. Ri6 nommos�eat www.SoundSense.com New'York City Los Angeles 1 East Hampton Post Office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense,com Page 64 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design f products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 41: Peak Hour Sound Levels from the Excavation Drainage Phase at West Mill Road and Cox Neck Road with the Alternate Site Plan Stung"s Yacht . Center Deter 111312022 Noise fever Peak Flour Leq In dB(A)= ¢} uu 4 >= 95 90 - 95 85 - 50 So 85 �4� v 75 - 80 70 - 75 65 - 70 0 60 - 65 55 - 60 k�s 50 - 55 4,5 - 50 f r y a f Legend ., 0 Con t..tdn rlots S.UrCes RON1 ° Road EA bng Buddmgs C=5ntUpn Area Bonndwy m r t Soundsense,LL.D 39 Industrial Rd ainscott,PAY 11975 :. SH&SS moose � www.SoundSense.com New'York City Los Angeles 1 East Hampton Post office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 65 of 94 T. 631.537.4220 1 F;631.a3T4224 o u P " " �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 42: Eight Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road with the Alternate Site Plan tong's Yacht Center x Oath:1 1/31,2 0 22 m k Noise level' £ a Daytime Leq R14 in dB(A) 85 go z so - 85 75 - 80 70 - 75 55 - 70 0 55 - :60 , 0 50 - 55 0 45 - 50 IN 40 45 Legend P.�a r GQ-I.r.tien iVa�se Sources:: r RaM Road vtt` Exrsting Biaddings Cans rmfiDn Area Boundary yua; ' �fi a " ya SoundSense,LLC 39 Industrial Rd " t1S Wainscott,NY 11975 SH&rSl3 g 150 3*0 coo 9DO feet www.SoundSense.com New'York City Los Angeles 1 East Hampton Post office Box 1360 WEE DBE Certified Wainscott, NY 11975 Visit us online: www. oundC nse.com Page 66 of 94 T. 631,537.4220 1 F:631.53T4224 o u P i" �� acoustic consulting -i design i products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts (Continued) Figure 43: Peak Hour Sound Levels from the Excavation Drainage Phase at Cox Neck Road with the Alternate Site Plan y tang's Yacht Center Date:111312022 Noise level R14 Peak Hour Leq in dB(A) = 95 so 95 85 - 80 80 85 75 80 ' 70 - 75 65 - 70 y � 60 - 65 55 - 60 50 - 55 0 45 - 50 mow, 40 45 Legend `" R�eenreF Ca:. Cnnsiructinn Noise,Source,. now Road Existirg Buildings CpnStRa%tipn Area 8dundary... ft a SoundSense,LLC s 39 Industrial Rd Wainscott,NY 11975 - SH&SF3 0 150 I'M -eloo __:>aoo_.. * wwwSoundSense.com New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 67 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts(Continued) Table 24: 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 5106 West Mill Road 44 50 51 1 R2 800 North Drive 44 76 78 1 R3 805 North Drive 44 69 71 2 R4 2010 West Mill Road 44 57 61 4 R5 4105 West Mill Read 50 57 60 3 R6 200 East Mill Road 44 60 58 -2 R7 750 East Mill Road 44 59 59 0 R8 3329 Grand Ave 44 68 69 0 R9 3001 West Mill Road 46 52 54 2 R10 1525 West Mill Road 50 62 62 0 R11 1480 West Mill Road 52 64 66 2 R12 1065 West Mill Road 52 64 66 2 R13 155 Breakwater Road 52 64 66 2 R14 2100 Cox Neck Road 57 66 66 0 R15 2695 Cox Neck Road 55 66 66 0 R16 1475 Cox Neck Road 54 65 65 0 R17 1020 Cox Neck Road 56 61 61 0 R18 55 Middle Road 60 62 62 0 New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. ound ense.com Page 68 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Construction Noise Impacts(Continued) Table 25: 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 57 58 2 R2 800 North Drive 44 84 87 2 R3 805 North Drive 44 77 80 3 R4 2010 West Mill Road 44 65 70 5 R5 4105 West Mill Road 49 65 68 3 R6 200 East Mill Road 44 68 66 -2 R7 750 East Mill Road 44 67 68 0 R8 3329 Grand Ave 44 77 78 1 R9 3001 West Mill Road 46 58 61 3 R10 1525 West Mill Road 50 64 64 0 R11 1480 West Mill Road 52 66 67 1 R12 1065 West Mill Road 52 66 68 1 R13 155 Breakwater Road 52 66 68 2 R14 2100 Cox Neck Road 57 68 68 0 R15 2695 Cox Neck Road 55 68 68 0 R16 1475 Cox Neck Road 54 66 66 0 R17 1020 Cox Neck Road 56 62 62 0 R18 55 Middle Road 60 62 62 0 New'York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 108E Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 69 of 94 T. 631.537.4220 1 F;631.53T4224 - I)- o u r i" �� acoustic consulting -i design l products integrated delivery .,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—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 44-46 presents the graphic representation of the data,while Table 26 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 44: Peak Hour Sound Levels in the Build Condition at the Project Site with the Alternate Site Plan Stong's'Yacht Center Date:111312022 Noise level Peak Flour Leq In dB(A) R5 - >_ 95 40 - 95 85 - 90 - 80 85 75 - 80 70 - 75 65 - 70 [� 60 _ 65 r CJ 55 - 60 50 - r,5 i 0 45 - 50 ' 40 - 45 Legend a R S 40 6'x�C'NV2n ("r::. Constructi on l4m.S.=8u KUM Road Existing BUIldings . CdPISiNtr n Aron Bnull(1s.,y SoundSense,LLD 39 Industrial Rd: Wainscott,NY 11975 SH&'Sl3 feet www.SoundSense»cam New'York City Los Angeles Cast Hampton Post office Box 1360 WBB DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 70 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition Impacts(Continued) Figure 45: Peak Sound Levels in the Build Condition at West Mill Road and Cox Neck Road with the Alternate Site Plan ' ..n Stong's Yacht Center Date 11/31202 Noise level Peak Hour Leq In dB(A): a— 95 ,..:, 90 - 95 85 - go 80 85 saa� 75 - 80 70 - 75 65 - 70 0 60 - 65 155 - 60 lt2 E. 0 ;50 - 55 0 45 - 50 EM 40 - 45 Legend 0 Construction Noumea Sources @am,.Road EAsfng Sull6mgs ate' Garistrudfon.Area 7ounlary SoundSense,LLC asp 39 Industrial Rd Wainscott„NY 11975 sm&sa feet ..s www.SoundSe nse.Cthnt New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBB DBE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 71 of 94 T. 631,537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -1 design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition (Continued) Figure 46: Peak Hour Sound Levels in the Build Condition at Cox Neck Road with the Alternate Site Plan H Stang"s Yacht Center Date:111312022 Noise level' Peak Hour Leq In d6{A1 >= 95 90 - 95 85 go 8o 85 Ft s 75 - 80 70 - 7.5 65 - 70 Q 60 65 55 - 6o 8s2� 50 - 55 t ,5 - '50 40 - #5 Legend ,t.,, _ Receiter� MSM ti Cdnsiructiau lWoue�uurc€�.. Road 3 Ettisurig NANTnus C67fISVU fwI Area 8uundary.... SaundSense,LLD RKs 39 Industrial Rd Wainscott,NY 11975 .3 SH&`SI3 moose �rep www Sound! nse. arrt New'York City Los Angeles 1 Bast Hampton Post Office Box 1360 WBF 10BE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 72 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.9—REVIEW OF ALTERNATE SITE PLAN (Continued): Build Condition Impacts(Continued) Table 26: 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 Difference in Receiver Location Condition Construction Construction Sound Level Number (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 Read 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 1 East Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 73 of 94 T. 631.537.4220 1 F;631.53T4224 o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.10—REFERENCE DATA USED FOR ANALYSIS: Table 27:Sound Pressure/Power Levels for Sources Evaluated Sound Power 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 90 Woodchipper S8 139 129 121 116 113 112 112 114 122 90 Feller Buncher S9 139 129 121 116 113 112 112 114 122 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 108 105 102 102 102 99 93 91 106 74 Raised Voices S14 0 53 59 64 59 54 49 43 64 32 Boat Washing S15 69 60 60 67 69 66 66 66 74 42 Measured Air S16 91 83 80 83 87 82 76 70 89 58 Brake Release Measured Dump Truck Idling with S17 95 91 82 85 91 84 81 69 93 62 White Noise 'Backup Alarm New York City Los Angeles 1 East Hampton Post Office Box 1360 WBE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 74 of 94 T. 631.537.4220 1 F;631.537A224 I- I)- o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.11—EXISTING TRAFFIC DISTRIBUTIONS UTILIZED FOR ANALYSES: Table 28: Existing Traffic Distribution at West Mill Road Hour Automobiles Medium Heavy Trucks Buses Motorcycles Trucks 0 1 1 0 0 0 1 1 0 0 0 0 2 1 1 0 0 0 3 1 0 0 0 0 4 1 1 0 0 0 5 1 2 0 0 0 6 6 5 0 1 0 7 14 12 0 0 0 8 17 12 0 0, 0 9 18 9 0 0 0 10 21 13 0 0 0 11 25 13 0 0 1 12 28 13 0 0' 0 13 26 16 1 1 1 14 25 14± 0 0' 0 15 19 11 0 0 0 16 35 13 0 0 0 17 25 9 0 0 0 18 16 5 0 0'' 0 19 16 5 0 0 0 20 10 2 0 0 0 21 8 1 0 0 0 22 7 1 , 0 0. 0 23 3 0 0 0 0 New'York City Los Angeles East Hampton Post Office Box 1360 WEE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 75 of 94 T. 631.537.4220 1 F;631.a3T4224 I- I)- o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.11—EXISTING TRAFFIC DISTRIBUTIONS UTILIZED FOR ANALYSES: Table 29: Existing Traffic Distribution at Cox Neck Road Hour Automobiles Medium Heavy Trucks Buses Motorcycles Trucks 0 11 3 0 0 0 1 6 0 0 0 0 2 2 2 ' 0 0 0 3 4 1 0 0 0 4 5 3 0 0' 0 5 18 8 0 1 0 6 31 22` 0 2 0 7 73 56 1 1 0 8 93 60 2 0 1 9 108 57 1 1 0 10 114 59 1 0' 1 11 140 64 1 0 2 12 153 61' 1 2' 0 13 134 58 2 0 1 14 132 60 1 0, 1 15 136 60 1 0 0 16 140 64 1 0' 0 17 155 51 0 0 1 18 1.34 50 0 0, 1 19 107 39 0 0 0 20 98 23 0 0 0 21 73 15 0 0 0 22 46 9 0 0' 0 23 20 3 0 0 0 New'York City Los Angeles Bast Hampton Post Office Box 1360 WDF 10BE Certified Wainscott, NY 11975 Visit us online; www.SoundSense,com Page 76 of 94 T. 631.537.4220 1 F;631.53T4224 I- I)- o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.11—EXISTING TRAFFIC DISTRIBUTIONS UTILIZED FOR ANALYSES: Table 30: Existing Traffic Distribution at Sound Avenue Hour Automobiles Medium Heavy Trucks Buses Motorcycles Trucks 0 44 10 0 0 0 1 19 5 0 0 0 2 10 3 0 0 0 3 13 5 0 1 0 4 35 19' 0 1 0 5 147 75 0 4 0 6 407 216 1 8! 0 7 659 309 2 7 1 8 735 292 3 12 1 9 756 255 4 13 2 10 777 265 1 12 1 11 867 238 2 12 2 12 985 260 3 11 2 13 916 241 1 10 1 14 1006 278 2 11 2 15 1085 335 2 11 1 16 1308 342 1 9 1 17 1086 264 0 3 1 18 844 197 0 2'' 1 19 582 124 0 1 0 20 500 93 0 0' 0 21 337 62 0 1 0 22 244 34 0 1 0 23 122 22 0 0 0 New'York City Los Angeles East Hampton Post Office Box 1360 WEE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 77 of 94 T. 631.537.4220 1 F;631.53T4224 I- I)- o u P i" �� acoustic consulting -i design 1 products integrated delivery �,w� d Strong's Yacht Center-5780 West Mill Road —Mattituck,NY Acoustical Report- 11/29/22 SECTION 3.6.11—EXISTING TRAFFIC DISTRIBUTIONS UTILIZED FOR ANALYSES: Table 31: Existing Traffic Distribution at Sound Avenue Hour Automobiles Medium Heavy Trucks Buses Motorcycles Trucks 0 44 10 0 0 0 1 19 5 0 0 0 2 10 3 0 0 0 3 13 5 0 1 0 4 35 19' 0 1 0 5 147 75 0 4 0 6 407 216 1 8! 0 7 659 309 2 7 1 8 735 292 3 12 1 9 756 255 4 13 2 10 777 265 1 12 1 11 867 238 2 12 2 12 985 260 3 11 2 13 916 241 1 10 1 14 1006 278 2 11 2 15 1085 335 2 11 1 16 1308 342 1 9 1 17 1086 264 0 3 1 18 844 197 0 2'' 1 19 582 124 0 1 0 20 500 93 0 0' 0 21 337 62 0 1 0 22 244 34 0 1 0 23 122 22 0 0 0 New'York City Los Angeles East Hampton Post Office Box 1360 WEE 10BE Certified Wainscott, NY 11975 Visit us online; www. oundC nse.com Page 78 of 94 T. 631.537.4220 1 F;631.53T4224 r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING: Figure 47: Noise Monitoring Data from Wednesday 4/14/21 at Location 1 90.0 80.0 =L 0 70.0 a=Leq (dBA) ca 60.0 —Lmax(dBA) Z 50.0 —LI (dBA) 40.0 —1-5 (dBA) 30.0 —1-10(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(dl3A) PM- PM- PIM- 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 PIM PIM PM PIM PIM PM PM AM Time(Wednesday 4/14/21) ................................................................................................ Figure 48: 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(dBA) 30.0 4A 'A L10(cIBA) 20.0 —L50(d BA) 10.0 —L90(d BA) 0 —L95(cIBA) 0.0 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:0011:0011:00 L99(cIBA) 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 PIM AM Time(Thursday 4/15/21) --—------- ---------- 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 94 T� 631�537.4220 1 F:631.537.4224 i i IN I I i III j, Igg I iii 1 1111 1,1 1 g 1 M! !ii!i ;Ill i MEN= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 49: Noise Monitoring Data from Friday 4/16/21 at Location 1 80.0 70.0 =L 60.0 —,poge'00 ------- ---------- am Leq (dBA) 50.0 —Lmax(dBA) 40.0 > —LI (dBA) 31 30.0 W —1-5 (dBA) 20.0 10.0 --- L10(dBA) 0.0 -7- -T -7- -7- T- "'1" -7- -7- -T- -7 r, -7- —1-50(dBA) 0 < < < < < < < < < < L90(dBA) 0 0 0 0 0 0 0 0 0 0 0 9 9 9 9 9 _L95 (dBA) r� 0? 2 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 —1-min(dBA) Time(Friday 4/16/21) Fig ure 50: Noise Monitoring Data f rom Sa t urday 4/17/21 at Location 1 90.0 —-------- 80.0 =L 70.0 . ................. -- —------ am Leq(dBA) TI 60.0 ...... -------- 50.0 —Lmax(dBA) 40.0 > —1-1(dBA) 30.0 L5 (d BA) 20.0 10.0 L10(dBA) 0.0 "T 1' -7 '1 ..1 T. r T. --r- r "T, I —L50(d BA) 0 < < < < < < < < < < < CL CL CL a- CL CL 0- CL 0- CL CL CL < —L90(d BA) 0 0 0 0 0 0 0 0 0 0 0 0 o rH rj -1 ,6 r, w m o :4 r�i —1-95(dBA) r� O� 2 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) N rH N M It* M t.0 r, W 0 0 9 r-i &; 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 80 of 94 T. 631.537A220 1 F:631.537.4224 1!i!iiiiii E I I gigg liggiiiji, a 1:1 111 1 1 Ig i MEN= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure Sl: 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 N 1-4 N M Ln I'D r- W M 0 �H L99(dBA) < < < < < < < < < 0- 8- CL 8- CL CL 8- CL CL 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 ;4 r�� �yi 4 L�i �6 rz� 66 9 9 9 CY) 0 rH Time(Sunday 4/18/21) Figure 52: Noise Monitoring Data from Monday 4/19/21 at Location 1 100.0 90.0 =L 80.0 70.0 mm Leq(dBA) 60.0 ------................. ------------ --------- 50.0 —Lmax(dBA) 40.0 Ll(dBA) 30.0 L5(d BA) 20.0 L10(d BA) 9D 10.0 0.0 L50(d BA) 0 < < < < < < < < < < < CI- CL CL CL 0- CL 0- CL 0- 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 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 N -L95(d BA) r� 0? 2 2 L99(d BA) < < < < < < < < < 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 —l-min(dBA) N rH N M IZT M (.0 r, W r,4 rH rq 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 81 of 94 T 631.537A220 1 F:631.537A224 jil 1!�Iii iii ;1i i;;Iiii;ili,, i ii:!,: i!i 1 iii:i; g 1:1 Imi, I ii 1, MEN= r-N --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure S3: Noise Monitoring Data from Thursday 4/20/21 at Location 1 90.0 80.0 =L 70.0 -—---------------- --------------------- - ---------- —----------- 60.0 -—------------------------ ....... a=100 L e q J(d B A) 2. 50.0 ..... —Lmax(dBA) W > 40.0 _L —1-1(dBA) 30.0 _L —L5(d BA) 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 N �H r14 M Ict Ln Q0 rl- X M 0 1H 1� O� 2 2 L99(dBA) < < < < < a- 0- CL CZ 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) N 9 9 (�j �4 i-� C�i 4 &i �6 r�� 66 9 9 9 rH M 0 CY) 0 �H ,H Time(Tuesday 4/20/21) Figure 54: Noise Monitoring Data from Wednesday 4/21/21 at Location 1 90.0 M 6. 80.0 =L 70.0 60.0 -—------ —------- Em Leq(dBA) Lmax(dBA) Z 40.0 > —L1(dBA) 30.0 L5 (d BA) 20.0 —L10(dBA) 10.0 0.0 —L50(dBA) 0 < < < < < < < < < < < CL CL n- 0- CL n- n- n- n- CL 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 9 0 0 r-i :4 c�� _L95 (dBA) r� O� < < < < 8- 0- 8- 0- CL CL 0- 8- CL 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) N r-i N M lzt Ln Lo r, 00 0 (�i 1:4 f�� C�i 4 �i �6 r:� 66 9 9 9 0,) 0 r-i ri Time(Wednesday 4/21/21) 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 82 of 94 T. 631.53T4220 1 F:631.537.4224 m i I!: 101i:11:i iiiiii 11:11:1::1:sm:i:: Jig mig is l�i I elia i�'i 11!1!11 1 111i r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure SS: Noise Monitoring Data from Thursday 4/22/21 at Location 1 90.0 80.0 - ---------------------------------------------- -------------------------------------------- =L 0 70.0 am Leq(dBA) 60.0 --—----- mis Leq J(dBA 2, 50.0 Lm ax(d BA) > 40.0 _L Ll(d BA) 30.0 _L —L5(d BA) 20.0 —L10(d BA) 10.0 M —L50(d BA) C 0.0 7- 7" -T- 7- -1 0 CA < < < < < < < < 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) —L95(dBA) N IH N M Ln 1.0 r- W M 0 r-i rIj r� 0? C� . . . . . . rH .-I 2 2 2 7> 15; 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- (P 9 9 9 9 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —l-min (dBA) N M 't* Ln �.D r- W 9 9 9 (:�i �yi 4 L�i �6 rz� 66 9 9 9 0 - 0) 0 Time(Thursday 4/22/21) Figure 56: 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 N rH N m 4 Ln ,6 r, w m c :4 —1-95(cIBA) r� 0? 2 2 L99(cIBA) < < < < < < < < < 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 M -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 83 of 94 T. 631.537A220 � F:631.537A224 OEM= r-N --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure S7: Noise Monitoring Data from Saturday 4/24/21 at Location 1 90.0 80.0 =L 70.0 -—----------------- - ----------------- ------- - 60.0 -—------------------------ IMME Leq J(dBA) 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 N �H r14 M Ict Ln Q0 rl- X M 0 1H N 1� O� 2 2 L99(dBA) < < < < < a- 0- CL CZ 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 N - N rn ;t - - r, 00 ? IR C? M 0 CY) 0 ,H Time(Saturday 4/24/21) Figure 58: Noise Monitoring Data from Sunday 4/25/21 at Location 1 80.0 L 0.0 70.0 .................. ---------- 60.0 am Leq(dBA) 50.0 —Lmax(dBA) 40.0 —L1(dBA) 30.0 L5 (d BA) Inn 20.0 —L10(dBA) 0- 10.0 _L50(dBA) 0:; 0.0 L90(d BA) q41 qll�, q41 1�1 _L95 (dBA) Q(1Z1 J61 (Z� ,Z� L99(d BA) q4, QF1 'R q —Lmin(dBA) -(Z� .6P (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 84 of 94 T. 631.537A220 1 F:631.537.4224 Now= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure S9: Noise Monitoring Data from Monday 4/26/21 at Location 1 90.0 80.0 ----------------------------------------------------------------------------------------------- =L 70.0 60.0 ---- am Leq(dBA) 2, 50.0 —1-max(dBA) W > 40.0 Ll(dBA) 30.0 L5 (d BA) 20.0 10.0 —1-10(dBA) M —1-50(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 —1-95 (dBA) 0 N IH N M IZT Ln I'D r- W M 0 �H 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) N r-i N M �t Ln ID r- W 9 9 ;4 f�j c�i 4 t�i �6 rz� 66 9 9 9 M 0 rH r-i Time(Monday 4/26/21) Figure 60: Noise Monitoring Data from Tuesday 4/27/21 at Location 1 80.0 0- 70.0 =L 0 60.0 ---------- am Leq(dBA) 40.0 —Lmax(dBA) > —LI (dBA) 30.0 ED 20.0 _L5 (dBA) 10.0 L10(d BA) 0.0 7 7", 7 7- -7 -F 7 T- 7- 7 7 _L50(dBA) 0 < CL 0- a- 0- a- CL a- a- 0- c- CL c- < —L90(d BA) Ln c 0 0 0 0 0 0 0 0 0 0 0 0 o 4 N rH N m zT Ln ,6 r- w m 6 i-� _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 - C? IP IR I? I? I? IP IR 1? 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) N r-i N 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 'i East Hampton Post Office Box 1360 WBE � DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 85 of 94 T631�537A220 I F:631.537.4224 moo= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 61: Noise Monitoring Data from Wednesday 4/28/21 at Location I 90.0 80.0 ---------------------------------------------- --------------- 70.0 nissa Leq(dBA) 10-1��.100010,o ca 60.0 — —Lmax(dBA) a 50.0 —L1(dBA) 40.0 L5 (d BA) 14"1 30.0 —LIO(dBA) P CL _L50(dBA) 20.0 —L90(d BA) 0 10.0 tA 0.0 T-- -T�-- --I --T --7- -,1- --T- --"T-- -7- T --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 62: Noise Monitoring Data from Wednesday 4/28/21 at Location 2 90.0 80.0 =L 000000" 0 som Leq(dBA) 70.0 —Lmax(dBA) bU.0 Ll(d BA) 50.0 L5(dBA) 40.0 ... .... L10(dBA) 30.0 9D L50(d BA) 20.0 L90(d BA) LO 10.0 —1-95(dBA) 0.0 ---T- --T L99(dBA) 12:00 1:00 PM 2:00 PIM 3:00 PIM 4:00 PIM 5:00 PM 6:00 PM 7:00 PM 8:00 PM PM- -2:00 -3:00 -4:00 -5:00 -6:00 -7:00 -8:00 -9:00 —Lmin(dBA) 1:00 PM PM PM PIM PM PIM PIM PM PM Time(Wednesday 4/28/21) 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 86 of 94 T. 631.537A220 1 F:631.537.4224 Nor= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 63: Noise Monitoring Data from Thursday 4/29/21 at Location 2 90.0 80.0 =L 70.0 ---------------------- 60.0 ---------------------------- ------ OR=Leq(dBA) co _L 2. 50.0 —Lmax(dBA) L > 40.0 Ll(dBA) 0", 30.0 L5(d BA) 20.0 L10(dBA) 10.0 L50(d BA) 0.0 0 L90(d BA) Ln < < < < < < < < < < < < 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 9 —1-95(dBA) 0 N �H r1l M I�t Ln (.0 r- W M N r� 0? . . . . . . . . . IH 2 2 2 2 2 2 2 2 2 2 2 - -------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 9 9 0 0 0 0 0 0 0 0 0 0 0 0 r, M 9 9 9 (�j �4 r�� C�i 4 L�i �6 r:� 66 9 M 0 Time(Thursday 4/29/21) Figure 64: Noise Monitoring Data from Friday 4/30/21 at Location 2- 90.0 M m 80.0 .................. =L 0 F4 70.0 -------- am Leq(dBA) 60.0 2. 50.0 —l-max(dBA) 40.0 —Ll(d BA) 30.0 —L5 (d BA) 20.0 —L10(d BA) 10.0 0.0 TF- -T- T 7- -T- -T- -'F 7- 7- 1 -L50(d BA) 0 < < < < < < < < < < CL a- 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 N IH N M I:T Ln Q0 r, W M 1:4 —1-95(cIBA) C? 2 2 2 2 2 2 2 :2 L99(d BA) < < < < < < < < 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- 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) N -, N M 4 cii r:� 66 9 9 9 �4 f�j (�i 4 &i �6 fz� 66 9 9 9 M 0 0 rH 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 87 of 94 T 631.537A220 1 F:631.537.4224 OEM= r-N --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 6S: Noise Monitoring Data from Saturday 5/1/21 at Location 2 90.0 80.0 ----------------------------------------------------------------------------------------------- =L N 70.0 60.0 -—----- ----- am Leq (dBA) 2. 50.0 Lmax(d BA) W> 40.0 —L1 (dBA) 30.0 L5 (dBA) tun, 20.0 P —1-10(dBA) 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- D- 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 1? 0 1? —L95(d BA) 0 1H N 1--i N M �T Ln �0 r, W M 0 1-1 N 1� O� I I . I I 1 4 rH 2 2 2i 2 2 :E 2 2 . ----L99(d BA) < < < < < < < < < cL 0- 0- 0- D- D- 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 N rH N M IzT Ln flo r� 00 .0. 0 0 66 9 9 9 6 �4 0) 0 4 2 1-1 Time(Saturday 5/1/21) -..................................................................................................... Figure 66: Noise Monitoring Data from Sunday 5/2/21 at Location 2 90.0 80.0 --------- =L 70.0 EWE Leq(dBA) IT 60.0 co 2, 50.0 - —l-max(dBA) 40.0 - > —Ll(d BA) 30.0 —L5 (d BA) 20.0 —L10(d BA) 10.0 - 0.0 - r r" —L50(d BA) 0 < < < < < < < < < < < CL c- CL CL CL CL CL c- CL CL c- 0- < —L90(d BA) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 (P 9 9 9 9 9 9 9 9 9 9 0 0 0 rH N N M z:r M �0 r, W M 0 :4 r�i —1-95(dBA) r� 0? 2 2 L99(d BA) < < < < < < < < < o 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 —Lmin(dBA) N 1--i N M ItT Ln 110 r, X 0 0 0 :4 4 &i �6 r�� 66 9 ? 9 :4 0) CD rH rH Time(Sunday 5/2/21) New York City Los Angeles '� East Hampton Post Office Box 1360 WBE � DBE Certified Wainscatt, NY 11975 Visit us online:www.SoundSense.com Page 88 of 94 T 631.537A220 � F:631.537.4224 1:1.1.ii I-i NEEMEMENEEM,ii-:, " moo= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 67: Noise Monitoring Data from Monday 5/3/21 at Location 2 80.0 70.0 =L 0 N 60.0 a; am Leq(dBA) 50.0 —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 CA < < < < < < < < < < < 0- CL a- CL CL CL a- a� CL CL CL 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) N 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) N r-i N M zt Ln 1.0 r, W 0 0 0 N �H rI4 M IZT Ln ,6 r, w 9 9 9 r-i 6 0 r-A r-i rH rH Time(Monday 5/3/21) Figure 68: Noise Monitoring Data from Thursday 5/13/21 at Location 2 80.0 70.0 =L am Leq(dBA) 0 r4 60.0 —Lmax(dBA) 50.0 --—----—------- —L1(dBA) L5 (d BA) 40.0 LIO(dBA) 30.0 L50(dBA) M 20.0 L90(d BA) 0 10.0 ------- L95 (dBA) 0.0 ............ ............ .................. 7:00 PIVI-8:00 8:00 PIVI-9:00 9:00 PIVI- 10:00 PIV- 11:00 PIV- —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 Wainscatt, NY 11975 Visit us online: www,SoundSense.com Page 89 of 94 T, 631.537�4220 � F:631.537.4224 !1!; 11 i,ii: Im 1111 111 Ii, a1m m iii 1:1 i i ii m i'm 1 mill moo= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 69: Noise Monitoring Data from Friday 5/14/21 at Location 2 90.0 80.0 - --------------------------------------------------------------------------------------------- =L 70.0 60.0 ----------------- --------- am Leq(dBA) 2, 50.0 —1-max(dBA) > 40.0 —L1(dBA) 30.0 L5 (d BA) 20.0 —1-10(dBA) 10.0 M C 0.0 T -T -T 7 7- -7 -r' -1 L50(dBA) 0 CL n- n- 0- D- n- n- n- 0- a- 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 —1-95 (dBA) 0 N IH N M IZT Ln I'D r- W M 0 �H 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 —Lmin(dBA) N r-i N M �t Ln ID r- 00 ;4 f�j (�i 4 t�i �6 rz� 66 9 M 0 ,H Time(Friday 5/14/21) Figure 70: Noise Monitoring Data from Saturday 5/15/21 at Location 2 90.0 80.0 70.0 ------------------------ 60.0 ----—-------- am Leq(dBA) 50.0 - Lmax(dBA) 40.0 - > —L1(dBA) 30.0 - —L5 (d BA) 20.0 - —L10(d BA) IT 10.0 - 0.0 7 T -T� T', 'I- "T, -1 1 —1-50(dBA) 0 < < < < < < < < < < < CL CL CL 0- CL 0- 0- CL 0- 0- CL CL < L90(dBA) 0 0 0 0 0 0 0 0 0 0 0 0 9 9 9 ? 9 9 9 9 ? ? 9 9 9 —1-95 (dBA) 0 r-i N 4 C�4 M M Q0 r, W M 0 1-4 1� O� 2 2 L99(d BA) < < < < 0- M n- a- cL 8- M n- L o 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 —1-min(dBA) N --i N m -* m �.o r, w C6 rz� 66 9 9 9 I-q -I Time(Saturday 5/15/21) .............................................................................................................—................. 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 90 of 94 T. 631�537�4220 � F:631.537�4224 iii!'':Iii�;,I!il:llli:!;i!�illililil;,:: iii ii Iijil,;I'!'!: ,;!,!iii!,i�ii:l�ii,i;ll,�!i�!,!,::Iil;I I ONE= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 71: Noise Monitoring Data from Sunday 5/16/21 at Location 2 80.0 0- 70.0 =L 60.0 am Leq(dBA) 50.0 ------ —Lmax(dBA) Z 40-0 > —1-1(dBA) 30.0 —L5 (d BA) 20.0 —L10(d BA) P 10.0 L50(d BA) C 0.0 7- 7 77- 7 T -T- T- 'T 7- 7 7' T -7 -,1 n 0 < < < < < < < < < < < CL c- c- c- a. c- a- c- c- a- M M < L90(cIBA) 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 N -i N M zzr M t.0 r, W M 0 -1 N r� 0? rH . I . . I . . --i -i -I 2 2 2 2 2 75; 75; 75; 2 :5; 75; - ,L99(dBA) < < < < < < < < < 0- n- D- M n- 0- CI- n- D- 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 N r-4 N M I�t Ln 110 r- W 0 0 a N rH N M It* Ln �0 r- W Ip (P 9 1:4 r-i CY) 0 rH rH r-I Time(Sunday 5/16/21) Figure 72: 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 tA —L10(d BA) 9D 0.0 _L50(dBA) 2 2 2 2 2 2 2 2 2 2 Z> 2 :2 75; :5; 75; 75; :5; 75; 75; 75; 2 2 2 0 < < < < < < < < < < < M CL 0- n- a- n- n- a- n- 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 rIII IH N M I�T Ln �0 r- W M 0 1-1 —1-95 (dBA) -- L99(dBA) < < < < < < < < < M 0- CL 0- 0- 0- 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) N r-i N rn IZJ" Ln i.0 r, 00 .0. 0 0 (�i IL4 (�i C�ki 4 L�fti �6 r:� 66 9 9 9 0) a) 0 Time(Monday 5/17/21) New York City Los Angeles 1 East Hampton Post Office Box 1360 WBE � DBE Certified Wainscott, NY 11975 Visit us online: wvvw,SoundSense,com Page 91 of 94 T. 631.537A220 1 F:631.537.4224 ONE= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 73: Noise Monitoring Data from Tuesday 5/18/21 at Location 2 80.0 70.0 =L 60.0 EME Leq(dBA) 50.0 —Lmax(dBA) 40.0 —1-1(dBA) -j 30.0 L5 (d BA) 20.0 —1-10(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 �H N 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) rII r-I N ro Izt Ln I.D r, 00 .0. f�� �yi 4 L�i �6 r�� 66 9 9 9 a) 0 �H Time(Tuesday 5/18/21) Figure 74: 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(cIBA) 40.0 > Ll(d BA) 30.0 L5 (d BA) 20.0 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 0 0 N 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 —Lmin(dBA) 9 9 9 �i :4 �i 4 66 9 9 9 M 0 a) 0 -1 Time(Wednesday 5/19/21) New York City Los Angeles j East Hampton Post Office Box 1360 WBE � DBE Certified Wainscott, NY 11975 Visit us online:www.SoundSense.com Page 92 of 94 T� 631.537A220 1 F:631.537.4224 1 1,1 a1a;1 i a vis!�11111im i : Ism 1; Im1i Iiiiiii i:l'i Ig�1 Ii!1111m mi! MEN= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 7S: Noise Monitoring Data from Thursday 5/20/21 at Location 2 90.0 80.0 =L 70.0 -------------------- 60.0 ------------------ ........ ease Leq(dBA) 50.0 —Lmax(dBA) 40.0 L Ll(d BA) 30.0 L L5(dBA) "A' 20.0 P L10(d BA) 0. 10.0 M L50(d BA) 0.0 r -T 'T"' 7 0 CA 2 L90(d BA) < < < < < < < < < 0- a- a- 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 rJ M 'ZT Ln �D r- W M 0 I-H r�4 1� O� T -H H --i . . I . . f . I . �I -H -j 2 2 2 L99(dBA) < < < < < < < < 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 9 9 9 9 9 9 9 9 9 r�j �H rI4 M IZI, Ln k.0 r- W 0 0 0 r4 �H r4 M 'ZT M 1.0 r, W 1? 9 M 0 Time(Thursday 5/20/21) ------------------------------------------------ Figure 76: Noise Monitoring Data from Friday 5/21/21 at Location 2 90.0 M m. 80.0 ---—--------------------............................. ......—------------------ =L 70.0 am Leq(cIBA) 60.0 50.0 wo —l-max(dBA) 40.0 > Ll(dBA) 30.0 L5 (d BA) 20.0 10.0 L10(dBA) 0.0 _7' "T I T"" 'T-' TF 7.1 1 —L50(d BA) 0 < < < < < < < < < < < CL M M CL M M CL M M CL M 0- < —L90(d BA) 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 0 0 o rH N 6 :4 r�i —1-95(dBA) r� 0? < < < < < < < < < o 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 —l-min(dBA) N IH N M It* Ln 110 r, X 0 0 4 &i �6 r�� 66 9 9 9 1-4 &i 6 0) CD �H r-I Time(Friday 5/21/21) New York City Los Angeles � East Hampton Post Office Box 1360 WBE � DBE Certified Wainscott, NY 11975 Visit us online: www.SoundSense.com Page 93 of 94 T. 631.537A220 � F:631.537A224 MEN= r-N , —, -� I- I)- --d ` acoustic consulting +design 1 products integrated delivery o u P i s e Strong's Yacht Center-5780 West Mill Road -Mattituck, NY Acoustical Report- 11/29/22 SECTION 3.6.12-DAILY SUMMARY GRAPHS FROM NOISE MONITORING (Continued): Figure 77: Noise Monitoring Data from Saturday 5/22/21 at Location 2 90.0 80.0 =L 70.0 am Leq(cIBA) 50.0 —Lmax(dBA) 40.0 —1-1(dBA) IT 30.0 L5 (dBA) 20.0 —L10(d BA) 10.0 M C —L50(d BA) 5 0.0 "1" 1 1' '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 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 N M IZT M �0 r� W M 0 1--1 1� O� . I . . -H rH 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 —Lmin(dBA) 9 9 9 9 9 9 9 9 9 0 0 0 0 0 0 0 0 N r-4 N M It* Ln 110 r, X 0 0 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 78: Noi se Monitoring Data from Su nday 5/23/21 at Loc ation 2 90.0 - ---------------------------------------------------------------- 80.0 - =L 70.0 .......................................... am Leq(dBA) T 60.0 00 50.0 --------------- -- ----- ............- —Lmax(dBA) 40.0 —1-1(dBA) 30.0 —L5(d BA) 20.0 —L10(d BA) 10.0 0.0 -1-11,11, 11111 T, '7 -F -r I '-r "T' I r I T -1-1 —L50(d BA) 0 < < < < < < < < < < < CL a- CL n- a. CL n- D- CL n- M M < —L90(d BA) o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r-4 C14 -i N M IZT M t.0 r, W M 0 —1-95(dBA) r� 0? 2 2 L99(cIBA) < < < < < < < 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 9 1? 9 9 1? 9 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 —Lmin(dBA) N r-4 N M I�t Ln 110 r- W 0 0 f�i 1:4 r�i �yi 4 &; �6 66 9 9 9 CY) 0 rH Time(Sunday 5/23/21) New York City Los Angeles � East Hampton Post Office Box 1360 WBE � DBE Certified Wainscatt, NY 11975 Visit us online: www.SoundSense.com Page 94 of 94 T� 631.537A220 � F:631.537A224 iii!iil!!:Ii,�i,�iiiii;iiilll!:i!'l�:i,!,Illi!!i�!!;:i iiii I ImIall:11 MEN=