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HomeMy WebLinkAboutL2 - Interim Noise Impact Analysis DATE: August 24, 2023 TO: Peter Schafer, Ares FROM: Bill Lawson, Urban Crossroads JOB NO: 14726-05 FTA Memo BEECH LOGISTICS CENTER FOCUSED NOISE ASSESSMENT This letter has been prepared to document the findings for the focused traffic assessment for the proposed Beech Logistics Center development (Project) located is located north of Foothill Boulevard (SR-66) and west of Beech Avenue in the City of Fontana. The purpose of this focused noise assessment is to determine the potential off-site traffic noise level impacts associated with the proposed interim improvements to Beech Avenue and Foothill Boulevard (SR-66) which includes the construction of medians and other physical improvements to restrict the Project access to right-in/right-out/left-in access only. PROPOSED PROJECT The Project consists of the development of a single 168,760 square foot warehouse building and was evaluated in the Beech Logistics Center (MCN22-059) Traffic Analysis (dated January 17, 2023, 2023 Traffic Study) assuming 42,190 square feet of General Light Industrial and 126,570 square feet of Warehousing use. Access to the site would be accommodated via two driveways on the northerly extension of Beech Avenue. Urban Crossroads, Inc. fully evaluated the off-site traffic noise impacts in the January 9, 2023, Beech Logistics Center Noise and Vibration Analysis , 2023 Noise Study. With the proposed interim access restriction at the intersection of Beech Avenue and Foothill Boulevard (SR-66), this would affect travel patterns for not only Project traffic but also existing traffic on Beech Avenue to the south of Foothill Boulevard (SR-66). The Project site plan and trip generation are consistent with that evaluated in the 2023 Traffic Study. Exhibit 1 shows the Project’s preliminary site plan. The Project trip distribution patterns would change from those evaluated in the 2023 Traffic Study consistent with the Beech Logistics Center (MCN22-059) Focused Traffic Assessment. Peter Schafer, Ares August 24, 2023 Page 2 of 4 14726-05 FNA Memo EXHIBIT 1: PRELIMINARY SITE PLAN EXISTING PROJECT TRAFFIC NOISE LEVEL INCREASES An analysis of existing traffic noise levels plus traffic noise generated by the proposed Project has been included in this report for informational purposes and to fully analyze all the existing traffic scenarios identified in the Traffic Study. However, the analysis of existing off-site traffic noise levels plus traffic noise generated by the proposed Project scenario will not actually occur since the Project would not be fully constructed and operational until 2024 conditions. The Existing without Project exterior noise levels range from 63.9 to 74.9 dBA CNEL, without accounting for any noise attenuation features such as noise barriers or topography. The Existing with Project conditions ranging from 63.9 to 75.2 dBA CNEL. Table 1 shows that the Project off-site traffic noise level increases range from 0.0 to 0.3 dBA CNEL on the study area roadway segments. Attachment A includes the traffic noise level contours worksheets. Based on the significance criteria for off-site traffic noise presented in Section 4.1 of the Noise Study, land uses adjacent to the study area roadway segments would experience less than significant noise level impacts due to unmitigated Project-related traffic noise levels with the proposed interim access restriction. Peter Schafer, Ares August 24, 2023 Page 3 of 4 14726-05 FNA Memo TABLE 1: EXISTING WITH PROJECT TRAFFIC NOISE LEVEL INCREASES ID Road Segment Receiving Land Use1 CNEL at Receiving Land Use (dBA)1 Incremental Noise Level Increase Threshold2 No Project With Project Project Addition Limit Exceeded? 1 Cherry Av. n/o Foothill Bl. (SR-66) Non-Sensitive 74.6 74.7 0.1 1.5 No 2 Cherry Av. s/o Foothill Bl. (SR-66) Sensitive 74.4 74.5 0.1 1.5 No 3 Redwood Av. s/o Foothill Bl. (SR-66) Sensitive 66.4 66.4 0.0 1.5 No 4 Hemlock Av. s/o Foothill Bl. (SR-66) Sensitive 63.9 63.9 0.0 3.0 No 5 Almeria Av. n/o Foothill Bl. (SR-66) Sensitive 67.1 67.2 0.1 1.5 No 6 Citrus Av. n/o Foothill Bl. (SR-66) Sensitive 73.5 73.6 0.1 1.5 No 7 Citrus Av. s/o Foothill Bl. (SR-66) Sensitive 73.9 74.0 0.1 1.5 No 8 Foothill Bl. (SR-66) w/o Cherry Av. Sensitive 74.9 74.9 0.0 1.5 No 9 Foothill Bl. (SR-66) e/o Cherry Av. Non-Sensitive 74.9 75.2 0.3 1.5 No 10 Foothill Bl. (SR-66) w/o Hemlock Av. Sensitive 74.4 74.6 0.2 1.5 No 11 Foothill Bl. (SR-66) e/o Hemlock Av. Sensitive 74.6 74.8 0.2 1.5 No 12 Foothill Bl. (SR-66) e/o Beech Av. Sensitive 74.4 74.5 0.1 1.5 No 13 Foothill Bl. (SR-66) w/o Citrus Av. Non-Sensitive 74.5 74.6 0.1 1.5 No 14 Foothill Bl. (SR-66) e/o Citrus Av. Sensitive 74.4 74.4 0.0 1.5 No 1 Based on a review of existing aerial imagery. Noise sensitive uses limited to existing residential land uses. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the receiving land use. 3 Does the Project create an incremental noise level increase exceeding the significance criteria? OYC TRAFFIC NOISE LEVEL INCREASES The Opening Year Cumulative (OYC) 2024 without Project exterior noise levels range from 64.3 to 76.1 dBA CNEL, without accounting for any noise attenuation features such as noise barriers or topography. The OYC 2024 with Project conditions will range from 64.3 to 76.2 dBA CNEL. Table 2 shows that the Project off-site traffic noise level increases range from 0.0 to 0.2 dBA CNEL on the study area roadway segments. Based on the significance criteria for off-site traffic noise presented in Section 4.1 of the Noise Study, land uses adjacent to the study area roadway segments would experience less than significant noise level impacts due to unmitigated Project-related traffic noise levels with the proposed interim access restriction. Peter Schafer, Ares August 24, 2023 Page 4 of 4 14726-05 FNA Memo TABLE 2: EXISTING WITH PROJECT TRAFFIC NOISE LEVEL INCREASES ID Road Segment Receiving Land Use1 CNEL at Receiving Land Use (dBA)1 Incremental Noise Level Increase Threshold2 No Project With Project Project Addition Limit Exceeded? 1 Cherry Av. n/o Foothill Bl. (SR-66) Non-Sensitive 75.2 75.2 0.0 1.5 No 2 Cherry Av. s/o Foothill Bl. (SR-66) Sensitive 74.9 75.0 0.1 1.5 No 3 Redwood Av. s/o Foothill Bl. (SR-66) Sensitive 66.7 66.7 0.0 1.5 No 4 Hemlock Av. s/o Foothill Bl. (SR-66) Sensitive 64.3 64.3 0.0 3.0 No 5 Almeria Av. n/o Foothill Bl. (SR-66) Sensitive 67.9 67.9 0.0 1.5 No 6 Citrus Av. n/o Foothill Bl. (SR-66) Sensitive 73.9 73.9 0.0 1.5 No 7 Citrus Av. s/o Foothill Bl. (SR-66) Sensitive 74.2 74.3 0.1 1.5 No 8 Foothill Bl. (SR-66) w/o Cherry Av. Sensitive 75.6 75.6 0.0 1.5 No 9 Foothill Bl. (SR-66) e/o Cherry Av. Non-Sensitive 76.1 76.2 0.1 1.5 No 10 Foothill Bl. (SR-66) w/o Hemlock Av. Sensitive 74.8 75.0 0.2 1.5 No 11 Foothill Bl. (SR-66) e/o Hemlock Av. Sensitive 75.3 75.5 0.2 1.5 No 12 Foothill Bl. (SR-66) e/o Beech Av. Sensitive 75.1 75.2 0.1 1.5 No 13 Foothill Bl. (SR-66) w/o Citrus Av. Non-Sensitive 75.4 75.4 0.0 1.5 No 14 Foothill Bl. (SR-66) e/o Citrus Av. Sensitive 75.2 75.2 0.0 1.5 No 1 Based on a review of existing aerial imagery. Noise sensitive uses limited to existing residential land uses. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the receiving land use. 3 Does the Project create an incremental noise level increase exceeding the significance criteria? FINDINGS As shown on Tables 1 and 2, the Project off-site traffic noise levels with the proposed interim access restriction will not exceed the significance criteria. Therefore, the land uses adjacent to the study area roadway segments would experience less than significant noise level impacts due Project-related traffic noise levels. If you have any questions or comments, I can be reached at blawson@urbanxroads.com 14726-05 FNA Memo ATTACHMENT A: OFF-SITE TRAFFIC NOISE ANALYSIS FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:E 27,002 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,700 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.44 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.36 0.11 -1.20 0.000 0.000 86.40 -16.19 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.1 70.2 68.4 62.8 71.871.2 66.0 69.1 64.4 56.7 57.2 65.565.3 67.1 57.7 63.0 70.170.0 Vehicle Noise:74.5 72.6 69.0 66.5 74.674.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 127 274 1,271590 134 288 1,339621 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:E+P 27,058 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,706 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.45 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.25% 84.5%3.6%11.9%2.02% 76.1%2.2%21.7%1.73% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.33 0.11 -1.20 0.000 0.000 86.40 -16.01 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.1 70.2 68.4 62.8 71.871.2 66.0 69.3 64.5 56.8 57.2 65.565.3 67.3 57.9 63.1 70.370.2 Vehicle Noise:74.6 72.7 69.0 66.5 74.774.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 129 277 1,286597 135 292 1,353628 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:OY 30,847 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,085 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.02 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.78 0.11 -1.20 0.000 0.000 86.40 -15.61 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.7 70.7 69.0 63.4 72.471.8 66.5 69.7 65.0 57.3 57.7 66.065.9 67.7 58.3 63.5 70.770.6 Vehicle Noise:75.1 73.2 69.6 67.0 75.274.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 139 299 1,389645 146 315 1,463679 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:OY+P 30,898 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,090 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.03 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.27% 84.5%3.6%11.9%2.02% 76.1%2.2%21.7%1.71% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.76 0.11 -1.20 0.000 0.000 86.40 -15.48 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.7 70.7 69.0 63.4 72.471.8 66.6 69.8 65.0 57.3 57.8 66.165.9 67.8 58.4 63.7 70.870.7 Vehicle Noise:75.1 73.3 69.6 67.1 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 140 302 1,400650 147 318 1,474684 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:E 25,477 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,548 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.19 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.62 0.11 -1.20 0.000 0.000 86.40 -16.44 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 69.9 68.2 62.6 71.671.0 65.7 68.9 64.2 56.5 56.9 65.265.1 66.9 57.5 62.7 69.869.8 Vehicle Noise:74.3 72.4 68.8 66.2 74.474.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 122 263 1,223568 129 277 1,288598 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:E+P 25,579 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,558 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.20 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.14% 84.5%3.6%11.9%2.04% 76.1%2.2%21.7%1.82% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.54 0.11 -1.20 0.000 0.000 86.40 -16.02 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 69.9 68.2 62.6 71.671.0 65.8 69.3 64.3 56.6 57.0 65.365.1 67.3 57.9 63.1 70.370.2 Vehicle Noise:74.4 72.5 68.8 66.4 74.574.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 126 271 1,256583 132 285 1,321613 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:OY 28,966 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,897 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.75 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.06 0.11 -1.20 0.000 0.000 86.40 -15.88 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.4 70.5 68.7 63.1 72.171.5 66.3 69.4 64.7 57.0 57.5 65.865.6 67.4 58.0 63.3 70.470.3 Vehicle Noise:74.8 72.9 69.3 66.8 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 133 287 1,332618 140 302 1,403651 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Cherry Av. Scenario:OY+P 29,062 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,906 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.76 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.18% 84.5%3.6%11.9%2.03% 76.1%2.2%21.7%1.78% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.00 0.11 -1.20 0.000 0.000 86.40 -15.56 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.4 70.5 68.7 63.2 72.171.5 66.3 69.7 64.8 57.1 57.5 65.865.7 67.8 58.3 63.6 70.770.7 Vehicle Noise:74.9 73.0 69.4 66.9 75.074.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 136 293 1,360631 143 308 1,431664 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Redwood Av. Scenario:E 3,640 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:364 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -6.39 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -23.20 2.53 -1.20 0.000 0.000 84.25 -24.02 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 63.3 61.4 59.6 54.1 63.062.5 57.6 61.6 56.1 48.4 48.8 57.156.9 59.6 50.2 55.4 62.562.5 Vehicle Noise:66.2 64.3 60.4 58.3 66.466.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 19 40 18586 19 42 19490 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Redwood Av. Scenario:E+P 3,656 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:366 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -6.37 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.34% 84.5%3.6%11.9%2.00% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -23.20 2.53 -1.20 0.000 0.000 84.25 -24.02 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 63.4 61.4 59.7 54.1 63.162.5 57.6 61.6 56.1 48.4 48.8 57.156.9 59.6 50.2 55.4 62.562.5 Vehicle Noise:66.2 64.3 60.4 58.3 66.466.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 19 40 18586 19 42 19490 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Redwood Av. Scenario:OY 3,935 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:393 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -6.05 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -22.86 2.53 -1.20 0.000 0.000 84.25 -23.68 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 63.7 61.7 60.0 54.4 63.462.8 57.9 61.9 56.4 48.7 49.1 57.457.3 59.9 50.5 55.7 62.962.8 Vehicle Noise:66.5 64.6 60.7 58.6 66.766.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 20 42 19591 20 44 20595 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Redwood Av. Scenario:OY+P 3,951 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:395 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -6.03 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.34% 84.5%3.6%11.9%2.00% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -22.86 2.53 -1.20 0.000 0.000 84.25 -23.68 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 63.7 61.8 60.0 54.4 63.462.8 57.9 61.9 56.4 48.7 49.1 57.457.3 59.9 50.5 55.7 62.962.8 Vehicle Noise:66.5 64.6 60.7 58.7 66.766.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 20 42 19591 20 44 20595 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Hemlock Av. Scenario:E 2,048 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:205 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -8.89 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -25.69 2.53 -1.20 0.000 0.000 84.25 -26.52 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 60.9 58.9 57.1 51.6 60.560.0 55.1 59.1 53.6 45.9 46.3 54.654.4 57.1 47.7 52.9 60.060.0 Vehicle Noise:63.7 61.8 57.9 55.8 63.963.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 13 27 12659 13 29 13261 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Hemlock Av. Scenario:E+P 2,065 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:206 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -8.85 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.36% 84.5%3.6%11.9%1.99% 76.1%2.2%21.7%1.65% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -25.69 2.53 -1.20 0.000 0.000 84.25 -26.52 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 60.9 58.9 57.2 51.6 60.660.0 55.1 59.1 53.6 45.9 46.3 54.654.4 57.1 47.7 52.9 60.060.0 Vehicle Noise:63.7 61.8 57.9 55.8 63.963.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 13 27 12759 13 29 13362 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Hemlock Av. Scenario:OY 2,279 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:228 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -8.42 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -25.23 2.53 -1.20 0.000 0.000 84.25 -26.05 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 61.3 59.4 57.6 52.0 61.060.4 55.5 59.5 54.0 46.3 46.8 55.154.9 57.5 48.1 53.4 60.560.4 Vehicle Noise:64.2 62.3 58.4 56.3 64.364.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 14 29 13663 14 31 14266 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Hemlock Av. Scenario:OY+P 2,296 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:230 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -8.39 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.35% 84.5%3.6%11.9%2.00% 76.1%2.2%21.7%1.65% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -25.23 2.53 -1.20 0.000 0.000 84.25 -26.05 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 61.3 59.4 57.6 52.1 61.060.5 55.5 59.5 54.0 46.3 46.8 55.154.9 57.5 48.1 53.4 60.560.4 Vehicle Noise:64.2 62.3 58.4 56.3 64.364.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 14 29 13663 14 31 14266 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Almeria Av. Scenario:E 4,370 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:437 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -5.60 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -22.40 2.53 -1.20 0.000 0.000 84.25 -23.22 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 64.1 62.2 60.4 54.9 63.863.3 58.4 62.4 56.9 49.2 49.6 57.957.7 60.4 51.0 56.2 63.363.3 Vehicle Noise:67.0 65.1 61.2 59.1 67.166.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 21 45 20997 22 47 219102 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Almeria Av. Scenario:E+P 4,404 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:440 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -5.56 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.36% 84.5%3.6%11.9%1.99% 76.1%2.2%21.7%1.65% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -22.40 2.53 -1.20 0.000 0.000 84.25 -23.22 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 64.2 62.2 60.5 54.9 63.963.3 58.4 62.4 56.9 49.2 49.6 57.957.7 60.4 51.0 56.2 63.363.3 Vehicle Noise:67.0 65.1 61.2 59.1 67.266.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 21 45 21097 22 47 220102 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Almeria Av. Scenario:OY 5,207 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:521 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -4.83 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -21.64 2.53 -1.20 0.000 0.000 84.25 -22.46 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 64.9 63.0 61.2 55.6 64.664.0 59.1 63.1 57.6 49.9 50.3 58.758.5 61.1 51.7 56.9 64.164.0 Vehicle Noise:67.8 65.9 61.9 59.9 67.967.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 24 51 235109 25 53 247114 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Almeria Av. Scenario:OY+P 5,240 10.00% 34.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:524 vehicles Centerline Dist. to Barrier: 34.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 45 mphVehicle Speed: Near/Far Lane Distance:14 feet REMEL Traffic Flow Distance -4.81 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.35% 84.5%3.6%11.9%2.00% 76.1%2.2%21.7%1.65% 2.48 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 79.45 -21.64 2.53 -1.20 0.000 0.000 84.25 -22.46 2.52 -1.20 0.000 0.000 -4.53 -4.86 -5.67 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 33.645 33.381 33.407 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 64.9 63.0 61.2 55.7 64.664.0 59.1 63.1 57.6 49.9 50.3 58.758.5 61.1 51.7 56.9 64.164.0 Vehicle Noise:67.8 65.9 62.0 59.9 67.967.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 24 51 236109 25 53 247115 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:E 21,394 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,139 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 0.85 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.96 1.00 -1.20 0.000 0.000 85.38 -16.78 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 70.8 68.9 67.1 61.5 70.569.9 64.8 68.4 63.3 55.6 56.0 64.464.2 66.4 57.0 62.2 69.469.3 Vehicle Noise:73.4 71.5 67.8 65.4 73.573.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 85 184 852396 90 193 896416 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:E+P 21,453 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,145 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 0.86 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.30% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.69% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.94 1.00 -1.20 0.000 0.000 85.38 -16.69 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 70.8 68.9 67.1 61.6 70.569.9 64.9 68.5 63.3 55.6 56.1 64.464.2 66.5 57.1 62.3 69.569.4 Vehicle Noise:73.5 71.6 67.8 65.5 73.673.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 86 185 858398 90 194 902418 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:OY 23,154 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,315 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 1.19 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.62 1.00 -1.20 0.000 0.000 85.38 -16.44 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.2 69.2 67.5 61.9 70.970.3 65.2 68.7 63.7 56.0 56.4 64.764.5 66.8 57.3 62.6 69.769.6 Vehicle Noise:73.8 71.9 68.1 65.8 73.973.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 90 194 898417 94 203 944438 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:n/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:OY+P 23,214 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,321 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 1.20 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.30% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.69% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.60 1.00 -1.20 0.000 0.000 85.38 -16.36 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.2 69.2 67.5 61.9 70.970.3 65.2 68.8 63.7 56.0 56.4 64.764.6 66.8 57.4 62.6 69.869.7 Vehicle Noise:73.8 71.9 68.1 65.8 73.973.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 90 195 904420 95 205 950441 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:E 23,286 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,329 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 1.21 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.59 1.00 -1.20 0.000 0.000 85.38 -16.42 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.2 69.2 67.5 61.9 70.970.3 65.2 68.8 63.7 56.0 56.4 64.764.6 66.8 57.4 62.6 69.769.7 Vehicle Noise:73.8 71.9 68.2 65.8 73.973.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 90 194 902419 95 204 948440 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:E+P 23,366 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,337 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 1.23 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.28% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.70% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.57 1.00 -1.20 0.000 0.000 85.38 -16.29 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.2 69.2 67.5 61.9 70.970.3 65.2 68.9 63.7 56.0 56.4 64.764.6 66.9 57.5 62.7 69.969.8 Vehicle Noise:73.8 71.9 68.2 65.9 74.073.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 91 196 910422 96 206 956444 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:OY 25,070 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,507 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 1.53 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.27 1.00 -1.20 0.000 0.000 85.38 -16.09 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.5 69.6 67.8 62.2 71.270.6 65.5 69.1 64.0 56.3 56.7 65.064.9 67.1 57.7 62.9 70.170.0 Vehicle Noise:74.1 72.2 68.5 66.1 74.273.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 95 204 947440 100 215 996462 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:s/o Foothill Bl. (SR-66) Road Name:Citrus Av. Scenario:OY+P 25,151 10.00% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,515 vehicles Centerline Dist. to Barrier: 52.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 50 mphVehicle Speed: Near/Far Lane Distance:61 feet REMEL Traffic Flow Distance 1.55 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.29% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.70% 0.97 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 81.00 -15.25 1.00 -1.20 0.000 0.000 85.38 -15.98 1.00 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 42.412 42.203 42.223 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.5 69.6 67.8 62.2 71.270.6 65.6 69.2 64.0 56.3 56.8 65.164.9 67.2 57.8 63.0 70.270.1 Vehicle Noise:74.2 72.3 68.5 66.2 74.374.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 96 206 955443 100 216 1,004466 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:E 29,038 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,904 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.76 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.05 0.11 -1.20 0.000 0.000 86.40 -15.87 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.4 70.5 68.7 63.2 72.171.5 66.3 69.4 64.7 57.1 57.5 65.865.6 67.5 58.0 63.3 70.470.3 Vehicle Noise:74.8 72.9 69.3 66.8 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 133 287 1,334619 141 303 1,405652 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 29,077 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,908 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.76 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.32% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.67% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.04 0.11 -1.20 0.000 0.000 86.40 -15.84 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.4 70.5 68.7 63.2 72.171.6 66.3 69.5 64.8 57.1 57.5 65.865.6 67.5 58.1 63.3 70.470.4 Vehicle Noise:74.9 73.0 69.4 66.8 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 134 288 1,338621 141 303 1,409654 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 33,692 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,369 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.40 0.11 -1.20 0.000 0.000 86.40 -15.22 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 73.1 71.1 69.4 63.8 72.872.2 66.9 70.1 65.4 57.7 58.1 66.466.3 68.1 58.7 63.9 71.171.0 Vehicle Noise:75.5 73.6 70.0 67.4 75.675.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 147 317 1,473684 155 334 1,552720 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 33,730 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,373 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.41 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.32% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.67% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.40 0.11 -1.20 0.000 0.000 86.40 -15.20 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 73.1 71.1 69.4 63.8 72.872.2 66.9 70.1 65.4 57.7 58.1 66.466.3 68.1 58.7 63.9 71.171.0 Vehicle Noise:75.5 73.6 70.0 67.4 75.675.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 148 318 1,476685 155 335 1,555722 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:E 29,143 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,914 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.77 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.03 0.11 -1.20 0.000 0.000 86.40 -15.85 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.4 70.5 68.7 63.2 72.171.6 66.3 69.5 64.8 57.1 57.5 65.865.6 67.5 58.1 63.3 70.470.4 Vehicle Noise:74.9 73.0 69.4 66.8 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 134 288 1,338621 141 304 1,409654 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 29,339 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,934 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.79 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.08% 84.5%3.6%11.9%2.04% 76.1%2.2%21.7%1.87% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.93 0.11 -1.20 0.000 0.000 86.40 -15.31 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.5 70.5 68.8 63.2 72.271.6 66.4 70.0 64.9 57.2 57.6 65.965.7 68.0 58.6 63.8 71.070.9 Vehicle Noise:75.0 73.2 69.4 67.1 75.274.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 139 299 1,386644 146 314 1,457676 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 37,778 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,778 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.90 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -13.90 0.11 -1.20 0.000 0.000 86.40 -14.73 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 73.6 71.6 69.9 64.3 73.372.7 67.4 70.6 65.9 58.2 58.6 66.966.8 68.6 59.2 64.4 71.671.5 Vehicle Noise:76.0 74.1 70.5 67.9 76.175.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 159 343 1,590738 167 361 1,675777 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Cherry Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 37,963 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,796 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.91 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.17% 84.5%3.6%11.9%2.03% 76.1%2.2%21.7%1.80% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -13.84 0.11 -1.20 0.000 0.000 86.40 -14.36 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 73.6 71.6 69.9 64.3 73.372.7 67.5 70.9 66.0 58.3 58.7 67.066.8 69.0 59.5 64.8 71.971.9 Vehicle Noise:76.1 74.2 70.5 68.1 76.275.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 163 351 1,629756 171 369 1,713795 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:E 25,529 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,553 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.20 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.61 0.11 -1.20 0.000 0.000 86.40 -16.43 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 69.9 68.2 62.6 71.671.0 65.7 68.9 64.2 56.5 56.9 65.265.1 66.9 57.5 62.7 69.969.8 Vehicle Noise:74.3 72.4 68.8 66.2 74.474.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 122 264 1,225568 129 278 1,290599 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 25,742 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,574 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.22 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.05% 84.5%3.6%11.9%2.05% 76.1%2.2%21.7%1.90% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.49 0.11 -1.20 0.000 0.000 86.40 -15.81 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 69.9 68.2 62.6 71.671.0 65.8 69.5 64.3 56.6 57.0 65.365.2 67.5 58.1 63.3 70.570.4 Vehicle Noise:74.5 72.6 68.9 66.5 74.674.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 128 275 1,276592 134 289 1,341622 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 28,475 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,847 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.67 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.13 0.11 -1.20 0.000 0.000 86.40 -15.96 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.3 70.4 68.6 63.1 72.071.5 66.2 69.4 64.7 57.0 57.4 65.765.5 67.4 58.0 63.2 70.370.3 Vehicle Noise:74.8 72.9 69.3 66.7 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 132 284 1,317611 139 299 1,387644 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 28,677 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,868 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.12% 84.5%3.6%11.9%2.04% 76.1%2.2%21.7%1.84% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.04 0.11 -1.20 0.000 0.000 86.40 -15.48 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.4 70.4 68.7 63.1 72.171.5 66.3 69.8 64.8 57.1 57.5 65.865.6 67.9 58.4 63.7 70.870.7 Vehicle Noise:74.9 73.0 69.3 66.9 75.074.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 136 293 1,360631 143 308 1,430664 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:E 26,742 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,674 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.41 0.11 -1.20 0.000 0.000 86.40 -16.23 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.1 70.1 68.4 62.8 71.871.2 65.9 69.1 64.4 56.7 57.1 65.465.3 67.1 57.7 62.9 70.170.0 Vehicle Noise:74.5 72.6 69.0 66.4 74.674.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 126 272 1,263586 133 287 1,330617 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 26,972 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,697 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.43 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.07% 84.5%3.6%11.9%2.05% 76.1%2.2%21.7%1.89% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.29 0.11 -1.20 0.000 0.000 86.40 -15.64 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.1 70.1 68.4 62.8 71.871.2 66.0 69.7 64.5 56.8 57.2 65.565.4 67.7 58.3 63.5 70.670.6 Vehicle Noise:74.7 72.8 69.1 66.7 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 131 283 1,314610 138 298 1,381641 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 31,783 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,178 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.15 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.66 0.11 -1.20 0.000 0.000 86.40 -15.48 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.8 70.9 69.1 63.5 72.571.9 66.7 69.8 65.1 57.5 57.9 66.266.0 67.9 58.4 63.7 70.870.7 Vehicle Noise:75.2 73.3 69.7 67.2 75.375.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 142 305 1,417658 149 322 1,493693 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Hemlock Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 32,002 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,200 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.17 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.14% 84.5%3.6%11.9%2.03% 76.1%2.2%21.7%1.82% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.57 0.11 -1.20 0.000 0.000 86.40 -15.05 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.8 70.9 69.1 63.6 72.572.0 66.7 70.3 65.2 57.5 57.9 66.366.1 68.3 58.9 64.1 71.271.2 Vehicle Noise:75.4 73.5 69.8 67.4 75.575.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 146 314 1,459677 153 331 1,534712 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Beech Av. Road Name:Foothill Bl. (SR-66) Scenario:E 25,764 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,576 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.24 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.57 0.11 -1.20 0.000 0.000 86.40 -16.39 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 70.0 68.2 62.6 71.671.0 65.8 68.9 64.2 56.5 57.0 65.365.1 66.9 57.5 62.7 69.969.8 Vehicle Noise:74.3 72.4 68.8 66.2 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 123 265 1,232572 130 280 1,298602 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Beech Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 25,960 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,596 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.27 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.31% 84.5%3.6%11.9%2.00% 76.1%2.2%21.7%1.69% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.55 0.11 -1.20 0.000 0.000 86.40 -16.30 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 70.0 68.2 62.7 71.671.1 65.8 69.0 64.2 56.6 57.0 65.365.1 67.0 57.6 62.8 70.069.9 Vehicle Noise:74.4 72.5 68.9 66.3 74.574.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 124 268 1,242577 131 282 1,308607 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Beech Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 30,515 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,051 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.97 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.83 0.11 -1.20 0.000 0.000 86.40 -15.65 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.6 70.7 68.9 63.4 72.371.8 66.5 69.7 65.0 57.3 57.7 66.065.8 67.7 58.3 63.5 70.670.6 Vehicle Noise:75.1 73.2 69.6 67.0 75.174.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 138 297 1,379640 145 313 1,453674 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Beech Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 30,722 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,072 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.00 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.28% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.71% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.80 0.11 -1.20 0.000 0.000 86.40 -15.50 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.7 70.7 69.0 63.4 72.471.8 66.5 69.8 65.0 57.3 57.7 66.065.9 67.8 58.4 63.6 70.870.7 Vehicle Noise:75.1 73.2 69.6 67.1 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 140 301 1,395648 147 316 1,469682 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:E 26,377 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,638 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.34 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.46 0.11 -1.20 0.000 0.000 86.40 -16.29 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.0 70.1 68.3 62.7 71.771.1 65.9 69.0 64.3 56.6 57.1 65.465.2 67.0 57.6 62.9 70.069.9 Vehicle Noise:74.4 72.5 68.9 66.3 74.574.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 125 270 1,252581 132 284 1,318612 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 26,540 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,654 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.37 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.31% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.69% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.45 0.11 -1.20 0.000 0.000 86.40 -16.20 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.0 70.1 68.3 62.8 71.771.2 65.9 69.1 64.3 56.7 57.1 65.465.2 67.1 57.7 62.9 70.170.0 Vehicle Noise:74.5 72.6 69.0 66.4 74.674.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 126 272 1,261585 133 286 1,328616 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 32,059 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,206 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.19 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.62 0.11 -1.20 0.000 0.000 86.40 -15.44 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.9 70.9 69.2 63.6 72.572.0 66.7 69.9 65.2 57.5 57.9 66.266.1 67.9 58.5 63.7 70.870.8 Vehicle Noise:75.3 73.4 69.8 67.2 75.475.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 143 307 1,425662 150 323 1,501697 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:w/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 32,233 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,223 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.21 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.28% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.71% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.59 0.11 -1.20 0.000 0.000 86.40 -15.29 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.9 70.9 69.2 63.6 72.672.0 66.7 70.0 65.2 57.5 57.9 66.266.1 68.0 58.6 63.8 71.070.9 Vehicle Noise:75.3 73.4 69.8 67.3 75.475.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 144 310 1,441669 152 327 1,517704 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:E 25,973 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,597 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.27 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.53 0.11 -1.20 0.000 0.000 86.40 -16.35 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 71.9 70.0 68.2 62.7 71.671.1 65.8 69.0 64.3 56.6 57.0 65.365.1 67.0 57.6 62.8 69.969.9 Vehicle Noise:74.4 72.5 68.9 66.3 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 124 267 1,239575 130 281 1,305606 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:E+P 26,006 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,601 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 1.28 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -15.53 0.11 -1.20 0.000 0.000 86.40 -16.35 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.0 70.0 68.2 62.7 71.671.1 65.8 69.0 64.3 56.6 57.0 65.365.1 67.0 57.6 62.8 69.969.9 Vehicle Noise:74.4 72.5 68.9 66.3 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 124 267 1,239575 131 281 1,305606 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:OY 30,922 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,092 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.03 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.77 0.11 -1.20 0.000 0.000 86.40 -15.60 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.7 70.8 69.0 63.4 72.471.8 66.5 69.7 65.0 57.3 57.7 66.165.9 67.7 58.3 63.5 70.770.6 Vehicle Noise:75.1 73.2 69.6 67.0 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 139 300 1,391646 147 316 1,466680 Thursday, August 24, 2023 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL (9/12/2021) SITE SPECIFIC INPUT DATA Project Name:Beech Logistics Center Job Number:14726 Road Segment:e/o Citrus Av. Road Name:Foothill Bl. (SR-66) Scenario:OY+P 30,956 10.00% 66.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,096 vehicles Centerline Dist. to Barrier: 66.0Centerline Dist. to Observer: Highway Data feet feet vehicles Road Elevation:0.0 Road Grade:0.0% Pad Elevation:0.0 Site Data Site Conditions (Hard = 10, Soft = 15) Medium Trucks (2 Axles):15 Heavy Trucks (3+ Axles):15 Autos:15 Vehicle Mix feet feet Lane Equivalent Distance (in feet) Barrier Height:0.0 Observer Height (Above Pad):5.0 feet feet 55 mphVehicle Speed: Near/Far Lane Distance:90 feet REMEL Traffic Flow Distance 2.04 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:76.6%12.8%10.6%96.33% 84.5%3.6%11.9%2.01% 76.1%2.2%21.7%1.66% 0.09 Finite Road -1.20 Left View:-90.0 Right View:90.0 degrees degrees Barrier Atten FHWA Noise Model Calculations 0.0Barrier Distance to Observer:feet Barrier Type (0-Wall, 1-Berm):0.0 0.000 0.000 Fresnel Berm Atten Medium Trucks: Heavy Trucks: Autos: VehicleType 82.40 -14.77 0.11 -1.20 0.000 0.000 86.40 -15.60 0.11 -1.20 0.000 0.000 -4.71 -4.88 -5.30 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.539 48.356 48.374 Grade Adjustment:0.0 Unmitigated Noise Levels (without Topo and barrier attenuation) Medium Trucks: Heavy Trucks: Autos: VehicleType Leq Peak Hour Leq Day Leq Evening Leq Night CNELLdn 72.7 70.8 69.0 63.4 72.471.8 66.5 69.7 65.0 57.3 57.7 66.165.9 67.7 58.3 63.5 70.770.6 Vehicle Noise:75.1 73.2 69.6 67.0 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 139 300 1,392646 147 316 1,466680 Thursday, August 24, 2023