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Home My WebLink AboutAppendix E - Supplemental Noise Assessment 13764-04 Noise Memo November 23, 2021 Mr. Steve Hollis IDI Logistics 840 Apollo Street, Suite 100 El Segundo, CA 90245 SUBJECT: WEST VALLEY LOGISTICS CENTER SUPPLEMENTAL NOISE ASSESSMENT Dear Mr. Steve Hollis: Urban Crossroads, Inc. is pleased to provide the following Supplemental Noise Assessment for the West Valley Logistics Center which is located south of Jurupa Avenue and on either side of Locust Avenue/Armstrong Road City of Fontana. On August 28, 2018, Urban Crossroads prepared a comprehensive Noise Impact Analysis for the West Valley Logistics Center (2018 Project). In addition to an analysis of off-site traffic noise levels, the Noise Impact Analysis evaluated the potential Project- related long-term stationary-source operational noise and short-term construction noise and vibration impacts. The original noise study analyzed in the 2018 Project evaluated 290,590 square feet of warehousing use and 3,183,100 square feet of High-Cube Transload and Short-Term Storage Warehouse use. The proposed 2021 Project site plan that reflects a total of 3,439,197 square feet of High-Cube Fulfillment Center (Non-Sort) Warehouse use between 6 buildings (2021 Project). The preliminary site plan for the 2021 Project is shown on Exhibit A. OPERATIONAL NOISE ANALYSIS The 2018 Project evaluated the potential stationary-source operational noise impacts at fifteen nearby receiver locations as shown on Exhibit B. This includes the nearest noise sensitive single-family residential homes located east of the Project site on Locust Avenue and west of the site near the existing water tanks. At the time this noise analysis was prepared, the future tenants of the proposed Project were unknown. Therefore, to present the potential worst-case noise conditions, this analysis assumes the Project would be operational 24 hours per day, seven days per week. The on-site Project-related noise sources are expected to include idling trucks, delivery truck activities, backup alarms, as well as loading and unloading of dry goods, parking lot vehicle movements, and roof-top air conditioning units. This noise analysis is intended to describe noise level impacts associated with the expected typical warehousing and high-cube warehouse/distribution center activities at the Project site. To demonstrate compliance with local noise regulations, the Project-only operational noise levels are evaluated against the exterior noise level standards at nearby noise-sensitive receiver locations. The 2018 Project operational noise analysis shows that the operational noise source activities associated with West Valley Logistics Center Project will satisfy the absolute daytime and nighttime exterior noise level standards and the relative incremental noise level increase criteria at all the nearest noise sensitive receiver locations. Therefore, the operational noise impacts are considered less than significant. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 2 13764-04 Noise Memo EXHIBIT A: PRELIMINARY SITE PLAN Mr. Steve Hollis IDI Logistics November 23, 2021 Page 3 13764-04 Noise Memo EXHIBIT B: OPERATIONAL NOISE SOURCE LOCATIONS Mr. Steve Hollis IDI Logistics November 23, 2021 Page 4 13764-04 Noise Memo OFF-SITE TRAFFIC ANALYSIS On November 9, 2021, Urban Crossroads, Inc. prepared the West Valley Logistics Center Trip Generation Assessment to assess the proposed 2021 Project site plan that reflects a total of 3,439,197 square feet between 6 buildings (2021 Project). The generation rates used for this 2021 Project trip analysis are based upon information collected by the Institute of Transportation Engineers (ITE) as provided in their latest 11th Edition Trip Generation Manual (2021) for High-Cube Fulfillment Center (Non-Sort) Warehouse use (ITE Land Use Code 155), which was published in September 2021. The purpose of this work effort is to demonstrate that the off-site traffic noise impacts associated with the current 2021 Project are less than those previously identified in the 2018 Project. The November 9, 2021, Trip Generation Assessment determined that the 2021 Project would generate 2,008 more two-way vehicle trips per day than what was originally evaluated in the 2018 Project. While this change increases the overall number of vehicle trips, it also represents a significant reduction of 742 truck trips. Since the FHWA noise prediction model is significantly influenced by the number of heavy trucks in the vehicle mix, the reduction in truck trips will more than offset the increase in the number of over vehicle trips. OFF-SITE TRAFFIC NOISE PREDICTION MODEL INPUTS Table 1 presents the roadway parameters used to assess the off-site dBA CNEL transportation noise impacts if the buildings are used as a High-Cube Fulfillment Center (Non-Sort) Warehouse use (2021 Project). Table 1 identifies the 38-study area roadway segments, the distance from the centerline to adjacent land use and the posted vehicle speeds. These inputs are consistent with the off-site traffic noise prediction model inputs outlined in the 2018 Project. TABLE 1: OFF-SITE ROADWAY PARAMETERS ID Roadway Segment Adjacent Planned Land Use1 Distance from Centerline to Nearest Adjacent Land Use (Feet)2 Posted Vehicle Speed (mph) 1 Sierra Av. n/o Slover Av. Commercial 75' 40 2 Sierra Av. s/o Slover Av. Commercial 75' 50 3 Sierra Av. s/o Santa Ana Av. Residential 75' 55 4 Locust Av. s/o Slover Av. Residential 44' 35 5 Locust Av. s/o Santa Ana Av. Residential 44' 35 6 Locust Av. s/o Jurupa Av. Vacant 55' 45 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 44' 45 8 Locust Av. s/o Dwy. 6 Residential 44' 45 9 Locust Av. s/o 11th St. Residential 44' 45 10 Locust Av. s/o 10th St. Residential 44' 45 11 Locust Av. s/o 9th St. Residential 44' 45 12 Locust Av. s/o 8th St. Vacant 44' 45 13 Locust Av. s/o Dwy. 10 Residential 55' 45 14 Armstrong Rd. n/o Sierra Av. Residential 59' 45 15 Armstrong Rd. s/o Sierra Av. Residential 59' 45 16 Cedar Av. s/o Valley Bl. Residential 52' 40 Mr. Steve Hollis IDI Logistics November 23, 2021 Page 5 13764-04 Noise Memo ID Roadway Segment Adjacent Planned Land Use1 Distance from Centerline to Nearest Adjacent Land Use (Feet)2 Posted Vehicle Speed (mph) 17 Cedar Av. n/o Slover Av. Community Industrial 52' 40 18 Cedar Av. s/o Slover Av. General Commercial 52' 40 19 Cedar Av. s/o Santa Ana Av. Residential 52' 40 20 Cedar Av. s/o Jurupa Av. Residential 52' 40 21 Cedar Av. s/o 11th St. Residential 52' 40 22 Cedar Av. s/o 7th St. Residential 52' 50 23 Rubidoux Bl. s/o El Rivino Rd. Residential 64' 50 24 Rubidoux Bl. s/o Market St. Light Industrial 59' 50 25 Slover Av. w/o Sierra Av. Commercial 55' 45 26 Slover Av. e/o Sierra Av. Commercial 55' 45 27 Slover Av. e/o Alder Av. Community Industrial 52' 45 28 Slover Av. e/o Locust Av. Residential 52' 50 29 Slover Av. e/o Cedar Av. Residential 52' 50 30 Santa Ana Av. w/o Sierra Av. Residential 46' 40 31 Santa Ana Av. e/o Sierra Av. Residential 46' 40 32 Santa Ana Av. w/o Alder Av. Residential 44' 40 33 Santa Ana Av. e/o Alder Av. Residential 44' 40 34 Santa Ana Av. w/o Locust Av. Residential 44' 40 35 Santa Ana Av. e/o Locust Av. Residential 44' 40 36 Jurupa Av. e/o Locust Av. Residential 60' 40 37 Jurupa Av. w/o Cedar Av. Residential 52' 40 38 7th St. e/o Locust Av. Residential 52' 45 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 Distance to adjacent land use is based upon the right-of-way distances for each functional roadway classification provided in the General Plan Circulation Elements. The Average Daily Traffic (ADT) volumes used in this study area presented on Table 2 are based on an estimate of trips that could occur if the proposed Project is developed with High-Cube Fulfillment Center (Non-Sort) Warehouse use (2021 Project) consistent with the West Valley Logistics Center Trip Generation Assessment prepared by Urban Crossroads, Inc. on November 9, 2021. Table 2 presents the ADT volumes for the following traffic scenarios: Existing, Opening Year, and Horizon Year (2040) conditions. The ADT volumes vary for each roadway segment based on the existing traffic volumes and the combination of Project traffic distributions. This analysis relies on a comparative evaluation of the off-site traffic noise impacts, without and with ADT (actual vehicles) traffic volumes from an estimate of trips that could occur with the 2021 Project. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 6 13764-04 Noise Memo TABLE 2: AVERAGE DAILY TRAFFIC VOLUMES ID Roadway Segment Average Daily Traffic Volumes1 Existing Opening Year Year 2040 Without Project With Project Without Project With Project Without Project With Project 1 Sierra Av. n/o Slover Av. 43,398 44,159 53,742 54,503 67,166 67,927 2 Sierra Av. s/o Slover Av. 29,079 29,188 39,616 39,725 51,106 51,215 3 Sierra Av. s/o Santa Ana Av. 28,294 28,348 33,654 33,708 42,354 42,408 4 Locust Av. s/o Slover Av. 5,683 7,368 6,661 8,346 18,386 20,071 5 Locust Av. s/o Santa Ana Av. 8,978 11,532 10,088 12,642 21,298 23,852 6 Locust Av. s/o Jurupa Av. 8,724 12,398 9,384 13,058 14,401 18,075 7 Locust Av. s/o Dwy. 4 8,724 12,031 9,385 12,692 14,401 17,708 8 Locust Av. s/o Dwy. 6 8,315 11,574 8,964 12,223 12,429 15,688 9 Locust Av. s/o 11th St. 8,315 11,411 8,964 12,060 12,429 15,525 10 Locust Av. s/o 10th St. 8,071 11,167 8,714 11,810 11,625 14,721 11 Locust Av. s/o 9th St. 7,696 10,792 8,328 11,424 15,386 18,482 12 Locust Av. s/o 8th St. 7,585 10,316 8,214 10,945 10,950 13,681 13 Locust Av. s/o Dwy. 10 9,188 10,625 11,008 12,445 14,322 15,759 14 Armstrong Rd. n/o Sierra Av. 10,205 11,835 12,052 13,682 30,264 31,894 15 Armstrong Rd. s/o Sierra Av. 26,791 28,367 33,765 35,341 50,087 51,663 16 Cedar Av. s/o Valley Bl. 38,964 39,844 41,865 42,745 58,564 59,444 17 Cedar Av. n/o Slover Av. 19,195 20,876 25,487 27,168 32,156 33,837 18 Cedar Av. s/o Slover Av. 17,039 17,633 24,028 24,622 27,262 27,856 19 Cedar Av. s/o Santa Ana Av. 19,493 20,111 27,382 28,000 34,412 35,030 20 Cedar Av. s/o Jurupa Av. 19,858 20,369 26,000 26,511 33,162 33,673 21 Cedar Av. s/o 11th St. 18,266 18,777 24,363 24,874 30,951 31,462 22 Cedar Av. s/o 7th St. 20,864 22,190 25,329 26,655 32,854 34,180 23 Rubidoux Bl. s/o El Rivino Rd. 19,891 21,000 24,260 25,369 31,434 32,543 24 Rubidoux Bl. s/o Market St. 20,278 20,443 30,298 30,463 37,612 37,777 25 Slover Av. w/o Sierra Av. 17,083 17,518 22,124 22,559 32,987 33,422 26 Slover Av. e/o Sierra Av. 31,711 32,635 38,225 39,149 49,561 50,485 27 Slover Av. e/o Alder Av. 14,993 15,482 20,757 21,246 26,164 26,653 28 Slover Av. e/o Locust Av. 12,793 13,988 17,052 18,247 23,759 24,954 29 Slover Av. e/o Cedar Av. 7,121 7,121 9,618 9,618 12,035 12,035 30 Santa Ana Av. w/o Sierra Av. 8,569 8,732 9,505 9,668 11,279 11,442 31 Santa Ana Av. e/o Sierra Av. 5,871 6,197 6,537 6,863 7,398 7,724 32 Santa Ana Av. w/o Alder Av. 7,298 7,624 8,003 8,329 10,635 10,961 33 Santa Ana Av. e/o Alder Av. 9,177 9,992 9,935 10,750 13,245 14,060 34 Santa Ana Av. w/o Locust Av. 8,912 9,727 9,661 10,476 12,875 13,690 35 Santa Ana Av. e/o Locust Av. 6,656 6,718 7,237 7,299 9,637 9,699 36 Jurupa Av. e/o Locust Av. 3,383 4,557 4,111 5,285 10,533 11,707 37 Jurupa Av. w/o Cedar Av. 4,467 5,641 6,737 7,911 7,348 8,522 38 7th St. e/o Locust Av. 5,407 6,276 6,703 7,572 8,653 9,522 1 Source: West Valley Logistics Center Trip Generation Assessment, Urban Crossroads, Inc. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 7 13764-04 Noise Memo To quantify the off-site noise levels, the truck trips were added to the heavy truck category in the FHWA noise prediction model. This approach recognizes that the FHWA noise prediction model is significantly influenced by the number of heavy trucks in the vehicle mix. Table 3 provides the time of day (daytime, evening, and nighttime) vehicle splits. Using the truck trips in combination with the trip distribution, Urban Crossroads, Inc. calculated the number of additional truck trips and vehicle mix percentages for each of the study area roadway segments for the Project. Table 4 shows the traffic flow by vehicle type (vehicle mix) used for all without Project traffic scenarios, and Tables 5 to 7 show the vehicle mixes used for the with Project traffic scenarios. TABLE 3: TIME OF DAY VEHICLE SPLITS Vehicle Type Time of Day Splits1 Total of Time of Day Splits Daytime Evening Nighttime Autos 72.88% 9.37% 17.75% 100.00% Medium Trucks 77.80% 5.03% 17.17% 100.00% Heavy Trucks 64.31% 10.34% 25.35% 100.00% 1 Based on existing 24-hour classification counts by vehicle type taken at Rubidoux Boulevard north of SR-60 (West Valley Logistics Center Traffic Impact Analysis, Urban Crossroads, Inc.). Vehicle mix percentage values rounded to the nearest one-hundredth. "Daytime" = 7:00 a.m. to 7:00 p.m.; "Evening" = 7:00 p.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m. TABLE 4: WITHOUT PROJECT VEHICLE MIX Classification Total % Traffic Flow1 Total Autos Medium Trucks Heavy Trucks All Segments 78.56% 7.46% 13.97% 100.00% 1 Based on existing 24-hour classification counts by vehicle type taken at Rubidoux Boulevard north of SR-60 (West Valley Logistics Center Traffic Impact Analysis, Urban Crossroads, Inc.). Vehicle mix percentage values rounded to the nearest one-hundredth. Due to the added truck trips, the increase in traffic volumes and the distributions of trucks on the study area road segments, the percentage of autos, medium trucks and heavy trucks will vary for each of the traffic scenarios. This explains why the existing and future traffic volumes and vehicle mixes vary between seemingly identical study area roadway segments. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 8 13764-04 Noise Memo TABLE 5: EXISTING WITH PROJECT VEHICLE MIX ID Roadway Segment With Project1 Autos Medium Trucks Heavy Trucks Total2 1 Sierra Av. n/o Slover Av. 78.80% 7.38% 13.82% 100.00% 2 Sierra Av. s/o Slover Av. 78.61% 7.45% 13.94% 100.00% 3 Sierra Av. s/o Santa Ana Av. 78.59% 7.45% 13.96% 100.00% 4 Locust Av. s/o Slover Av. 81.94% 6.29% 11.77% 100.00% 5 Locust Av. s/o Santa Ana Av. 81.82% 6.33% 11.85% 100.00% 6 Locust Av. s/o Jurupa Av. 71.79% 7.52% 20.69% 100.00% 7 Locust Av. s/o Dwy. 4 72.51% 7.48% 20.01% 100.00% 8 Locust Av. s/o Dwy. 6 72.88% 7.41% 19.71% 100.00% 9 Locust Av. s/o 11th St. 72.63% 7.48% 19.89% 100.00% 10 Locust Av. s/o 10th St. 72.50% 7.48% 20.02% 100.00% 11 Locust Av. s/o 9th St. 72.28% 7.48% 20.24% 100.00% 12 Locust Av. s/o 8th St. 77.49% 6.81% 15.70% 100.00% 13 Locust Av. s/o Dwy. 10 80.09% 6.85% 13.06% 100.00% 14 Armstrong Rd. n/o Sierra Av. 80.52% 6.78% 12.70% 100.00% 15 Armstrong Rd. s/o Sierra Av. 79.33% 7.20% 13.47% 100.00% 16 Cedar Av. s/o Valley Bl. 77.02% 7.61% 15.36% 100.00% 17 Cedar Av. n/o Slover Av. 75.38% 7.67% 16.95% 100.00% 18 Cedar Av. s/o Slover Av. 74.07% 7.99% 17.94% 100.00% 19 Cedar Av. s/o Santa Ana Av. 74.44% 7.94% 17.62% 100.00% 20 Cedar Av. s/o Jurupa Av. 76.53% 7.67% 15.80% 100.00% 21 Cedar Av. s/o 11th St. 76.36% 7.69% 15.95% 100.00% 22 Cedar Av. s/o 7th St. 77.17% 7.48% 15.34% 100.00% 23 Rubidoux Bl. s/o El Rivino Rd. 76.96% 7.53% 15.51% 100.00% 24 Rubidoux Bl. s/o Market St. 77.77% 7.55% 14.68% 100.00% 25 Slover Av. w/o Sierra Av. 78.90% 7.35% 13.75% 100.00% 26 Slover Av. e/o Sierra Av. 78.95% 7.33% 13.72% 100.00% 27 Slover Av. e/o Alder Av. 78.99% 7.31% 13.69% 100.00% 28 Slover Av. e/o Locust Av. 79.75% 7.05% 13.20% 100.00% 29 Slover Av. e/o Cedar Av. 78.56% 7.46% 13.97% 100.00% 30 Santa Ana Av. w/o Sierra Av. 78.82% 7.38% 13.81% 100.00% 31 Santa Ana Av. e/o Sierra Av. 79.29% 7.21% 13.50% 100.00% 32 Santa Ana Av. w/o Alder Av. 79.15% 7.26% 13.59% 100.00% 33 Santa Ana Av. e/o Alder Av. 79.70% 7.07% 13.23% 100.00% 34 Santa Ana Av. w/o Locust Av. 79.73% 7.06% 13.21% 100.00% 35 Santa Ana Av. e/o Locust Av. 78.48% 7.45% 14.06% 100.00% 36 Jurupa Av. e/o Locust Av. 56.17% 9.88% 33.96% 100.00% 37 Jurupa Av. w/o Cedar Av. 60.06% 9.46% 30.49% 100.00% 38 7th St. e/o Locust Av. 80.54% 6.78% 12.69% 100.00% 1 Source: West Valley Logistics Center Trip Generation Assessment, Urban Crossroads, Inc. 2 Total of vehicle mix percentage values rounded to the nearest one-hundredth. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 9 13764-04 Noise Memo TABLE 6: OPENING YEAR WITH PROJECT VEHICLE MIX ID Roadway Segment With Project1 Autos Medium Trucks Heavy Trucks Total2 1 Sierra Av. n/o Slover Av. 78.75% 7.40% 13.85% 100.00% 2 Sierra Av. s/o Slover Av. 78.60% 7.45% 13.95% 100.00% 3 Sierra Av. s/o Santa Ana Av. 78.58% 7.46% 13.96% 100.00% 4 Locust Av. s/o Slover Av. 81.51% 6.44% 12.05% 100.00% 5 Locust Av. s/o Santa Ana Av. 81.51% 6.44% 12.05% 100.00% 6 Locust Av. s/o Jurupa Av. 72.14% 7.52% 20.34% 100.00% 7 Locust Av. s/o Dwy. 4 72.83% 7.48% 19.69% 100.00% 8 Locust Av. s/o Dwy. 6 73.19% 7.42% 19.39% 100.00% 9 Locust Av. s/o 11th St. 72.96% 7.48% 19.56% 100.00% 10 Locust Av. s/o 10th St. 72.84% 7.48% 19.68% 100.00% 11 Locust Av. s/o 9th St. 72.64% 7.48% 19.88% 100.00% 12 Locust Av. s/o 8th St. 77.55% 6.85% 15.60% 100.00% 13 Locust Av. s/o Dwy. 10 79.86% 6.95% 13.20% 100.00% 14 Armstrong Rd. n/o Sierra Av. 80.25% 6.88% 12.88% 100.00% 15 Armstrong Rd. s/o Sierra Av. 79.17% 7.25% 13.57% 100.00% 16 Cedar Av. s/o Valley Bl. 77.13% 7.60% 15.27% 100.00% 17 Cedar Av. n/o Slover Av. 76.12% 7.62% 16.26% 100.00% 18 Cedar Av. s/o Slover Av. 75.32% 7.84% 16.84% 100.00% 19 Cedar Av. s/o Santa Ana Av. 75.58% 7.81% 16.61% 100.00% 20 Cedar Av. s/o Jurupa Av. 77.00% 7.62% 15.38% 100.00% 21 Cedar Av. s/o 11th St. 76.90% 7.63% 15.47% 100.00% 22 Cedar Av. s/o 7th St. 77.41% 7.48% 15.11% 100.00% 23 Rubidoux Bl. s/o El Rivino Rd. 77.24% 7.52% 15.24% 100.00% 24 Rubidoux Bl. s/o Market St. 78.03% 7.52% 14.45% 100.00% 25 Slover Av. w/o Sierra Av. 78.82% 7.37% 13.80% 100.00% 26 Slover Av. e/o Sierra Av. 78.88% 7.35% 13.76% 100.00% 27 Slover Av. e/o Alder Av. 78.88% 7.35% 13.77% 100.00% 28 Slover Av. e/o Locust Av. 79.47% 7.15% 13.38% 100.00% 29 Slover Av. e/o Cedar Av. 78.56% 7.46% 13.97% 100.00% 30 Santa Ana Av. w/o Sierra Av. 78.79% 7.38% 13.82% 100.00% 31 Santa Ana Av. e/o Sierra Av. 79.22% 7.24% 13.55% 100.00% 32 Santa Ana Av. w/o Alder Av. 79.10% 7.28% 13.62% 100.00% 33 Santa Ana Av. e/o Alder Av. 79.62% 7.10% 13.29% 100.00% 34 Santa Ana Av. w/o Locust Av. 79.64% 7.09% 13.27% 100.00% 35 Santa Ana Av. e/o Locust Av. 78.49% 7.45% 14.06% 100.00% 36 Jurupa Av. e/o Locust Av. 58.94% 9.58% 31.49% 100.00% 37 Jurupa Av. w/o Cedar Av. 64.99% 8.93% 26.08% 100.00% 38 7th St. e/o Locust Av. 80.18% 6.90% 12.92% 100.00% 1 Source: West Valley Logistics Center Trip Generation Assessment, Urban Crossroads, Inc. 2 Total of vehicle mix percentage values rounded to the nearest one-hundredth. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 10 13764-04 Noise Memo TABLE 7: HORIZON YEAR (2040) VEHICLE MIX ID Roadway Segment With Project1 Autos Medium Trucks Heavy Trucks Total2 1 Sierra Av. n/o Slover Av. 78.71% 7.41% 13.87% 100.00% 2 Sierra Av. s/o Slover Av. 78.59% 7.45% 13.96% 100.00% 3 Sierra Av. s/o Santa Ana Av. 78.58% 7.46% 13.96% 100.00% 4 Locust Av. s/o Slover Av. 79.73% 7.06% 13.21% 100.00% 5 Locust Av. s/o Santa Ana Av. 80.07% 6.94% 12.99% 100.00% 6 Locust Av. s/o Jurupa Av. 73.96% 7.50% 18.54% 100.00% 7 Locust Av. s/o Dwy. 4 74.48% 7.48% 18.04% 100.00% 8 Locust Av. s/o Dwy. 6 74.41% 7.43% 18.17% 100.00% 9 Locust Av. s/o 11th St. 74.23% 7.48% 18.29% 100.00% 10 Locust Av. s/o 10th St. 73.99% 7.48% 18.53% 100.00% 11 Locust Av. s/o 9th St. 74.94% 7.47% 17.59% 100.00% 12 Locust Av. s/o 8th St. 77.77% 6.98% 15.26% 100.00% 13 Locust Av. s/o Dwy. 10 79.58% 7.06% 13.37% 100.00% 14 Armstrong Rd. n/o Sierra Av. 79.27% 7.22% 13.52% 100.00% 15 Armstrong Rd. s/o Sierra Av. 78.98% 7.32% 13.70% 100.00% 16 Cedar Av. s/o Valley Bl. 77.53% 7.56% 14.91% 100.00% 17 Cedar Av. n/o Slover Av. 76.60% 7.59% 15.81% 100.00% 18 Cedar Av. s/o Slover Av. 75.69% 7.80% 16.51% 100.00% 19 Cedar Av. s/o Santa Ana Av. 76.17% 7.74% 16.09% 100.00% 20 Cedar Av. s/o Jurupa Av. 77.33% 7.59% 15.08% 100.00% 21 Cedar Av. s/o 11th St. 77.25% 7.60% 15.16% 100.00% 22 Cedar Av. s/o 7th St. 77.66% 7.48% 14.86% 100.00% 23 Rubidoux Bl. s/o El Rivino Rd. 77.53% 7.51% 14.96% 100.00% 24 Rubidoux Bl. s/o Market St. 78.14% 7.51% 14.35% 100.00% 25 Slover Av. w/o Sierra Av. 78.74% 7.40% 13.86% 100.00% 26 Slover Av. e/o Sierra Av. 78.81% 7.38% 13.81% 100.00% 27 Slover Av. e/o Alder Av. 78.81% 7.38% 13.81% 100.00% 28 Slover Av. e/o Locust Av. 79.22% 7.23% 13.54% 100.00% 29 Slover Av. e/o Cedar Av. 78.56% 7.46% 13.97% 100.00% 30 Santa Ana Av. w/o Sierra Av. 78.76% 7.40% 13.85% 100.00% 31 Santa Ana Av. e/o Sierra Av. 79.14% 7.26% 13.60% 100.00% 32 Santa Ana Av. w/o Alder Av. 78.97% 7.32% 13.71% 100.00% 33 Santa Ana Av. e/o Alder Av. 79.36% 7.19% 13.45% 100.00% 34 Santa Ana Av. w/o Locust Av. 79.38% 7.18% 13.44% 100.00% 35 Santa Ana Av. e/o Locust Av. 78.51% 7.46% 14.04% 100.00% 36 Jurupa Av. e/o Locust Av. 69.18% 8.48% 22.35% 100.00% 37 Jurupa Av. w/o Cedar Av. 65.90% 8.83% 25.27% 100.00% 38 7th St. e/o Locust Av. 79.84% 7.02% 13.14% 100.00% 1 Source: West Valley Logistics Center Trip Generation Assessment, Urban Crossroads, Inc. 2 Total of vehicle mix percentage values rounded to the nearest one-hundredth. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 11 13764-04 Noise Memo OFF-SITE TRAFFIC NOISE IMPACTS To assess the off-site traffic CNEL noise level impacts associated with the Project, noise contours were developed based on an estimate of trips for High-Cube Fulfillment Center (Non-Sort) Warehouse use from the November 9, 2021, West Valley Logistics Center Trip Generation Assessment. Noise contour boundaries represent the equal levels of noise exposure and are measured in CNEL from the center of the roadway. TRAFFIC NOISE CONTOURS Noise contours were used to assess the Project’s incremental 24-hour dBA CNEL traffic-related noise impacts at land uses adjacent to roadways conveying Project traffic. The noise contours represent the distance to noise levels of a constant value and are measured from the center of the roadway for the 70, 65, and 60 dBA CNEL noise levels. The noise contours do not consider the effect of any existing noise barriers or topography that may attenuate ambient noise levels. In addition, because the noise contours reflect modeling of vehicular noise on area roadways, they appropriately do not reflect noise contributions from the surrounding stationary noise sources within the Project study area. Tables 8 through 13 present a summary of the exterior dBA CNEL traffic noise level without barrier attenuation. Roadway segments are analyzed without and with Project conditions in each of the following timeframes: Existing, Opening Year, and Horizon Year (2040). Appendix A includes a summary of the dBA CNEL traffic noise level contours for each of the traffic scenarios. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 12 13764-04 Noise Memo TABLE 8: EXISTING WITHOUT PROJECT NOISE CONTOURS ID Road Segment Adjacent Planned Land Use1 CNEL at Nearest Adjacent Land Use (dBA)2 Noise Criteria Exceeded?3 Distance to Contour from Centerline (Feet) 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 Sierra Av. n/o Slover Av. Commercial 80.6 Yes 380 818 1762 2 Sierra Av. s/o Slover Av. Commercial 80.5 Yes 373 805 1734 3 Sierra Av. s/o Santa Ana Av. Residential 81.1 Yes 409 881 1899 4 Locust Av. s/o Slover Av. Residential 72.3 Yes 63 136 292 5 Locust Av. s/o Santa Ana Av. Residential 74.3 Yes 85 184 396 6 Locust Av. s/o Jurupa Av. Vacant 74.9 Yes 116 250 538 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 76.0 Yes 111 238 513 8 Locust Av. s/o Dwy. 6 Residential 75.8 Yes 107 231 497 9 Locust Av. s/o 11th St. Residential 75.8 Yes 107 231 497 10 Locust Av. s/o 10th St. Residential 75.7 Yes 105 226 487 11 Locust Av. s/o 9th St. Residential 75.5 Yes 102 219 472 12 Locust Av. s/o 8th St. Vacant 75.4 Yes 101 217 467 13 Locust Av. s/o Dwy. 10 Residential 75.1 Yes 120 258 557 14 Armstrong Rd. n/o Sierra Av. Residential 74.8 Yes 123 265 570 15 Armstrong Rd. s/o Sierra Av. Residential 79.0 Yes 234 503 1084 16 Cedar Av. s/o Valley Bl. Residential 80.7 Yes 271 583 1256 17 Cedar Av. n/o Slover Av. Community Industrial 77.7 Yes 169 364 784 18 Cedar Av. s/o Slover Av. General Commercial 77.2 Yes 156 336 724 19 Cedar Av. s/o Santa Ana Av. Residential 77.7 Yes 171 367 792 20 Cedar Av. s/o Jurupa Av. Residential 77.8 Yes 173 372 801 21 Cedar Av. s/o 11th St. Residential 77.5 Yes 163 352 758 22 Cedar Av. s/o 7th St. Residential 79.7 Yes 229 494 1064 23 Rubidoux Bl. s/o El Rivino Rd. Residential 78.1 Yes 221 477 1027 24 Rubidoux Bl. s/o Market St. Light Industrial 78.5 Yes 219 471 1015 25 Slover Av. w/o Sierra Av. Commercial 77.8 Yes 181 391 842 26 Slover Av. e/o Sierra Av. Commercial 80.5 Yes 274 590 1272 27 Slover Av. e/o Alder Av. Community Industrial 77.5 Yes 163 352 758 28 Slover Av. e/o Locust Av. Residential 77.5 Yes 165 357 768 29 Slover Av. e/o Cedar Av. Residential 75.0 Yes 112 241 520 30 Santa Ana Av. w/o Sierra Av. Residential 75.2 Yes 102 221 475 31 Santa Ana Av. e/o Sierra Av. Residential 73.6 Yes 80 172 370 32 Santa Ana Av. w/o Alder Av. Residential 74.4 Yes 86 185 399 33 Santa Ana Av. e/o Alder Av. Residential 75.4 Yes 100 216 465 34 Santa Ana Av. w/o Locust Av. Residential 75.2 Yes 98 212 456 35 Santa Ana Av. e/o Locust Av. Residential 74.0 Yes 81 174 376 36 Jurupa Av. e/o Locust Av. Residential 69.9 Yes RW 127 273 37 Jurupa Av. w/o Cedar Av. Residential 71.3 Yes 64 138 296 38 7th St. e/o Locust Av. Residential 73.0 Yes 83 178 384 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 3 Does the CNEL at the adjacent land use exceed the General Plan noise standards/criteria for the given land use (Noise Study Section 3.3)? "RW" = Location of the respective noise contour falls within the right-of-way of the road. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 13 13764-04 Noise Memo TABLE 9: EXISTING WITH 2021 PROJECT NOISE CONTOURS ID Road Segment Adjacent Planned Land Use1 CNEL at Nearest Adjacent Land Use (dBA)2 Noise Criteria Exceeded?3 Distance to Contour from Centerline (Feet) 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 Sierra Av. n/o Slover Av. Commercial 80.6 Yes 380 819 1764 2 Sierra Av. s/o Slover Av. Commercial 80.5 Yes 374 805 1734 3 Sierra Av. s/o Santa Ana Av. Residential 81.1 Yes 409 882 1899 4 Locust Av. s/o Slover Av. Residential 72.4 Yes 64 138 297 5 Locust Av. s/o Santa Ana Av. Residential 74.4 Yes 87 187 403 6 Locust Av. s/o Jurupa Av. Vacant 76.6 Yes 151 326 703 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 77.6 Yes 141 303 653 8 Locust Av. s/o Dwy. 6 Residential 77.3 Yes 136 293 630 9 Locust Av. s/o 11th St. Residential 77.3 Yes 136 292 630 10 Locust Av. s/o 10th St. Residential 77.2 Yes 134 288 621 11 Locust Av. s/o 9th St. Residential 77.1 Yes 131 282 608 12 Locust Av. s/o 8th St. Vacant 76.3 Yes 115 249 536 13 Locust Av. s/o Dwy. 10 Residential 75.2 Yes 122 264 569 14 Armstrong Rd. n/o Sierra Av. Residential 74.9 Yes 124 268 577 15 Armstrong Rd. s/o Sierra Av. Residential 79.0 Yes 235 506 1090 16 Cedar Av. s/o Valley Bl. Residential 81.0 Yes 281 606 1305 17 Cedar Av. n/o Slover Av. Community Industrial 78.3 Yes 185 399 860 18 Cedar Av. s/o Slover Av. General Commercial 77.8 Yes 172 371 800 19 Cedar Av. s/o Santa Ana Av. Residential 78.3 Yes 187 403 868 20 Cedar Av. s/o Jurupa Av. Residential 78.1 Yes 181 391 842 21 Cedar Av. s/o 11th St. Residential 77.8 Yes 172 371 799 22 Cedar Av. s/o 7th St. Residential 80.0 Yes 241 519 1117 23 Rubidoux Bl. s/o El Rivino Rd. Residential 78.4 Yes 233 501 1079 24 Rubidoux Bl. s/o Market St. Light Industrial 78.6 Yes 223 479 1033 25 Slover Av. w/o Sierra Av. Commercial 77.8 Yes 182 392 844 26 Slover Av. e/o Sierra Av. Commercial 80.5 Yes 275 592 1275 27 Slover Av. e/o Alder Av. Community Industrial 77.5 Yes 164 353 760 28 Slover Av. e/o Locust Av. Residential 77.6 Yes 167 360 775 29 Slover Av. e/o Cedar Av. Residential 75.0 Yes 112 241 520 30 Santa Ana Av. w/o Sierra Av. Residential 75.2 Yes 103 221 476 31 Santa Ana Av. e/o Sierra Av. Residential 73.6 Yes 80 172 371 32 Santa Ana Av. w/o Alder Av. Residential 74.4 Yes 86 186 401 33 Santa Ana Av. e/o Alder Av. Residential 75.4 Yes 101 217 468 34 Santa Ana Av. w/o Locust Av. Residential 75.3 Yes 99 213 459 35 Santa Ana Av. e/o Locust Av. Residential 74.0 Yes 81 175 377 36 Jurupa Av. e/o Locust Av. Residential 73.3 Yes 100 215 463 37 Jurupa Av. w/o Cedar Av. Residential 74.2 Yes 98 212 457 38 7th St. e/o Locust Av. Residential 73.1 Yes 84 181 389 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 3 Does the CNEL at the adjacent land use exceed the General Plan noise standards/criteria for the given land use (Section 3.3)? "RW" = Location of the respective noise contour falls within the right-of-way of the road. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 14 13764-04 Noise Memo TABLE 10: OPENING YEAR WITHOUT PROJECT NOISE CONTOURS ID Road Segment Adjacent Planned Land Use1 CNEL at Nearest Adjacent Land Use (dBA)2 Noise Criteria Exceeded?3 Distance to Contour from Centerline (Feet) 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 Sierra Av. n/o Slover Av. Commercial 81.5 Yes 438 943 2032 2 Sierra Av. s/o Slover Av. Commercial 81.8 Yes 459 989 2130 3 Sierra Av. s/o Santa Ana Av. Residential 81.8 Yes 459 990 2132 4 Locust Av. s/o Slover Av. Residential 73.0 Yes 70 151 325 5 Locust Av. s/o Santa Ana Av. Residential 74.8 Yes 92 199 428 6 Locust Av. s/o Jurupa Av. Vacant 75.2 Yes 122 262 565 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 76.3 Yes 116 250 539 8 Locust Av. s/o Dwy. 6 Residential 76.1 Yes 113 243 523 9 Locust Av. s/o 11th St. Residential 76.1 Yes 113 243 523 10 Locust Av. s/o 10th St. Residential 76.0 Yes 110 238 513 11 Locust Av. s/o 9th St. Residential 75.8 Yes 107 231 498 12 Locust Av. s/o 8th St. Vacant 75.7 Yes 106 229 493 13 Locust Av. s/o Dwy. 10 Residential 75.9 Yes 135 292 628 14 Armstrong Rd. n/o Sierra Av. Residential 75.5 Yes 137 296 637 15 Armstrong Rd. s/o Sierra Av. Residential 80.0 Yes 273 587 1265 16 Cedar Av. s/o Valley Bl. Residential 81.1 Yes 284 612 1318 17 Cedar Av. n/o Slover Av. Community Industrial 78.9 Yes 204 439 947 18 Cedar Av. s/o Slover Av. General Commercial 78.6 Yes 196 422 910 19 Cedar Av. s/o Santa Ana Av. Residential 79.2 Yes 214 461 993 20 Cedar Av. s/o Jurupa Av. Residential 79.0 Yes 207 445 959 21 Cedar Av. s/o 11th St. Residential 78.7 Yes 198 426 918 22 Cedar Av. s/o 7th St. Residential 80.5 Yes 261 562 1211 23 Rubidoux Bl. s/o El Rivino Rd. Residential 78.9 Yes 253 544 1172 24 Rubidoux Bl. s/o Market St. Light Industrial 80.3 Yes 286 616 1326 25 Slover Av. w/o Sierra Av. Commercial 78.9 Yes 216 464 1000 26 Slover Av. e/o Sierra Av. Commercial 81.3 Yes 310 669 1441 27 Slover Av. e/o Alder Av. Community Industrial 78.9 Yes 203 437 941 28 Slover Av. e/o Locust Av. Residential 78.8 Yes 200 432 930 29 Slover Av. e/o Cedar Av. Residential 76.3 Yes 137 295 635 30 Santa Ana Av. w/o Sierra Av. Residential 75.7 Yes 110 236 509 31 Santa Ana Av. e/o Sierra Av. Residential 74.0 Yes 86 184 397 32 Santa Ana Av. w/o Alder Av. Residential 74.8 Yes 92 197 425 33 Santa Ana Av. e/o Alder Av. Residential 75.7 Yes 106 228 491 34 Santa Ana Av. w/o Locust Av. Residential 75.6 Yes 104 224 482 35 Santa Ana Av. e/o Locust Av. Residential 74.3 Yes 86 184 397 36 Jurupa Av. e/o Locust Av. Residential 70.7 Yes 67 144 311 37 Jurupa Av. w/o Cedar Av. Residential 73.1 Yes 84 181 390 38 7th St. e/o Locust Av. Residential 74.0 Yes 95 206 443 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 3 Does the CNEL at the adjacent land use exceed the General Plan noise standards/criteria for the given land use (Section 3.3)? "RW" = Location of the respective noise contour falls within the right-of-way of the road. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 15 13764-04 Noise Memo TABLE 11: OPENING YEAR WITH 2021 PROJECT NOISE CONTOURS ID Road Segment Adjacent Planned Land Use1 CNEL at Nearest Adjacent Land Use (dBA)2 Noise Criteria Exceeded?3 Distance to Contour from Centerline (Feet) 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 Sierra Av. n/o Slover Av. Commercial 81.5 Yes 438 944 2034 2 Sierra Av. s/o Slover Av. Commercial 81.8 Yes 459 989 2131 3 Sierra Av. s/o Santa Ana Av. Residential 81.8 Yes 459 990 2132 4 Locust Av. s/o Slover Av. Residential 73.1 Yes 71 153 329 5 Locust Av. s/o Santa Ana Av. Residential 74.9 Yes 94 202 434 6 Locust Av. s/o Jurupa Av. Vacant 76.8 Yes 157 337 727 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 77.8 Yes 146 314 676 8 Locust Av. s/o Dwy. 6 Residential 77.6 Yes 141 303 653 9 Locust Av. s/o 11th St. Residential 77.6 Yes 141 303 652 10 Locust Av. s/o 10th St. Residential 77.5 Yes 139 299 644 11 Locust Av. s/o 9th St. Residential 77.3 Yes 136 292 630 12 Locust Av. s/o 8th St. Vacant 76.6 Yes 121 260 560 13 Locust Av. s/o Dwy. 10 Residential 76.0 Yes 138 297 639 14 Armstrong Rd. n/o Sierra Av. Residential 75.6 Yes 139 299 644 15 Armstrong Rd. s/o Sierra Av. Residential 80.0 Yes 274 590 1270 16 Cedar Av. s/o Valley Bl. Residential 81.3 Yes 294 634 1366 17 Cedar Av. n/o Slover Av. Community Industrial 79.4 Yes 219 472 1016 18 Cedar Av. s/o Slover Av. General Commercial 79.1 Yes 211 454 978 19 Cedar Av. s/o Santa Ana Av. Residential 79.6 Yes 229 493 1061 20 Cedar Av. s/o Jurupa Av. Residential 79.2 Yes 215 462 996 21 Cedar Av. s/o 11th St. Residential 79.0 Yes 206 444 956 22 Cedar Av. s/o 7th St. Residential 80.8 Yes 272 585 1261 23 Rubidoux Bl. s/o El Rivino Rd. Residential 79.2 Yes 263 567 1222 24 Rubidoux Bl. s/o Market St. Light Industrial 80.4 Yes 289 623 1342 25 Slover Av. w/o Sierra Av. Commercial 78.9 Yes 216 465 1002 26 Slover Av. e/o Sierra Av. Commercial 81.3 Yes 311 670 1443 27 Slover Av. e/o Alder Av. Community Industrial 78.9 Yes 203 438 943 28 Slover Av. e/o Locust Av. Residential 78.8 Yes 202 435 936 29 Slover Av. e/o Cedar Av. Residential 76.3 Yes 137 295 635 30 Santa Ana Av. w/o Sierra Av. Residential 75.7 Yes 110 237 510 31 Santa Ana Av. e/o Sierra Av. Residential 74.1 Yes 86 185 398 32 Santa Ana Av. w/o Alder Av. Residential 74.8 Yes 92 198 426 33 Santa Ana Av. e/o Alder Av. Residential 75.7 Yes 106 229 493 34 Santa Ana Av. w/o Locust Av. Residential 75.6 Yes 104 225 484 35 Santa Ana Av. e/o Locust Av. Residential 74.4 Yes 86 185 399 36 Jurupa Av. e/o Locust Av. Residential 73.7 Yes 106 229 493 37 Jurupa Av. w/o Cedar Av. Residential 75.2 Yes 115 248 535 38 7th St. e/o Locust Av. Residential 74.0 Yes 96 208 448 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 3 Does the CNEL at the adjacent land use exceed the General Plan noise standards/criteria for the given land use (Section 3.3)? "RW" = Location of the respective noise contour falls within the right-of-way of the road. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 16 13764-04 Noise Memo TABLE 12: HORIZON YEAR (2040) WITHOUT PROJECT NOISE CONTOURS ID Road Segment Adjacent Planned Land Use1 CNEL at Nearest Adjacent Land Use (dBA)2 Noise Criteria Exceeded?3 Distance to Contour from Centerline (Feet) 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 Sierra Av. n/o Slover Av. Commercial 82.5 Yes 508 1094 2357 2 Sierra Av. s/o Slover Av. Commercial 82.9 Yes 544 1172 2525 3 Sierra Av. s/o Santa Ana Av. Residential 82.8 Yes 535 1153 2485 4 Locust Av. s/o Slover Av. Residential 77.4 Yes 138 296 639 5 Locust Av. s/o Santa Ana Av. Residential 78.1 Yes 152 327 704 6 Locust Av. s/o Jurupa Av. Vacant 77.0 Yes 162 349 751 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 78.2 Yes 154 333 717 8 Locust Av. s/o Dwy. 6 Residential 77.5 Yes 140 302 650 9 Locust Av. s/o 11th St. Residential 77.5 Yes 140 302 650 10 Locust Av. s/o 10th St. Residential 77.2 Yes 134 288 621 11 Locust Av. s/o 9th St. Residential 78.5 Yes 161 348 749 12 Locust Av. s/o 8th St. Vacant 77.0 Yes 129 277 597 13 Locust Av. s/o Dwy. 10 Residential 77.0 Yes 161 348 749 14 Armstrong Rd. n/o Sierra Av. Residential 79.5 Yes 253 546 1176 15 Armstrong Rd. s/o Sierra Av. Residential 81.7 Yes 355 764 1646 16 Cedar Av. s/o Valley Bl. Residential 82.5 Yes 355 765 1648 17 Cedar Av. n/o Slover Av. Community Industrial 79.9 Yes 238 513 1105 18 Cedar Av. s/o Slover Av. General Commercial 79.2 Yes 213 460 990 19 Cedar Av. s/o Santa Ana Av. Residential 80.2 Yes 249 537 1156 20 Cedar Av. s/o Jurupa Av. Residential 80.0 Yes 243 524 1128 21 Cedar Av. s/o 11th St. Residential 79.7 Yes 232 500 1077 22 Cedar Av. s/o 7th St. Residential 81.6 Yes 310 669 1441 23 Rubidoux Bl. s/o El Rivino Rd. Residential 80.1 Yes 300 647 1393 24 Rubidoux Bl. s/o Market St. Light Industrial 81.2 Yes 330 711 1532 25 Slover Av. w/o Sierra Av. Commercial 80.6 Yes 281 606 1306 26 Slover Av. e/o Sierra Av. Commercial 82.4 Yes 369 795 1713 27 Slover Av. e/o Alder Av. Community Industrial 79.9 Yes 237 510 1099 28 Slover Av. e/o Locust Av. Residential 80.2 Yes 250 539 1161 29 Slover Av. e/o Cedar Av. Residential 77.3 Yes 159 342 738 30 Santa Ana Av. w/o Sierra Av. Residential 76.4 Yes 123 265 571 31 Santa Ana Av. e/o Sierra Av. Residential 74.6 Yes 93 200 431 32 Santa Ana Av. w/o Alder Av. Residential 76.0 Yes 111 238 513 33 Santa Ana Av. e/o Alder Av. Residential 77.0 Yes 128 276 594 34 Santa Ana Av. w/o Locust Av. Residential 76.8 Yes 126 271 583 35 Santa Ana Av. e/o Locust Av. Residential 75.6 Yes 104 223 481 36 Jurupa Av. e/o Locust Av. Residential 74.8 Yes 125 270 582 37 Jurupa Av. w/o Cedar Av. Residential 73.5 Yes 89 192 413 38 7th St. e/o Locust Av. Residential 75.1 Yes 113 244 525 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 3 Does the CNEL at the adjacent land use exceed the General Plan noise standards/criteria for the given land use (Section 3.3)? "RW" = Location of the respective noise contour falls within the right-of-way of the road. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 17 13764-04 Noise Memo TABLE 13: HORIZON YEAR (2040) WITH 2021 PROJECT NOISE CONTOURS ID Road Segment Adjacent Planned Land Use1 CNEL at Nearest Adjacent Land Use (dBA)2 Noise Criteria Exceeded?3 Distance to Contour from Centerline (Feet) 70 dBA CNEL 65 dBA CNEL 60 dBA CNEL 1 Sierra Av. n/o Slover Av. Commercial 82.5 Yes 508 1095 2359 2 Sierra Av. s/o Slover Av. Commercial 82.9 Yes 544 1172 2525 3 Sierra Av. s/o Santa Ana Av. Residential 82.8 Yes 535 1154 2485 4 Locust Av. s/o Slover Av. Residential 77.5 Yes 138 298 642 5 Locust Av. s/o Santa Ana Av. Residential 78.1 Yes 153 329 709 6 Locust Av. s/o Jurupa Av. Vacant 78.2 Yes 193 415 895 7 Locust Av. s/o Dwy. 4 Residential (Vacant) 79.2 Yes 181 389 838 8 Locust Av. s/o Dwy. 6 Residential 78.6 Yes 166 357 769 9 Locust Av. s/o 11th St. Residential 78.6 Yes 165 356 768 10 Locust Av. s/o 10th St. Residential 78.4 Yes 160 344 742 11 Locust Av. s/o 9th St. Residential 79.4 Yes 185 399 860 12 Locust Av. s/o 8th St. Vacant 77.6 Yes 142 305 658 13 Locust Av. s/o Dwy. 10 Residential 77.1 Yes 163 352 759 14 Armstrong Rd. n/o Sierra Av. Residential 79.5 Yes 255 548 1181 15 Armstrong Rd. s/o Sierra Av. Residential 81.7 Yes 355 766 1650 16 Cedar Av. s/o Valley Bl. Residential 82.7 Yes 364 785 1691 17 Cedar Av. n/o Slover Av. Community Industrial 80.3 Yes 252 543 1170 18 Cedar Av. s/o Slover Av. General Commercial 79.6 Yes 227 490 1056 19 Cedar Av. s/o Santa Ana Av. Residential 80.6 Yes 263 566 1220 20 Cedar Av. s/o Jurupa Av. Residential 80.2 Yes 250 539 1162 21 Cedar Av. s/o 11th St. Residential 80.0 Yes 240 516 1112 22 Cedar Av. s/o 7th St. Residential 81.8 Yes 320 690 1486 23 Rubidoux Bl. s/o El Rivino Rd. Residential 80.3 Yes 310 668 1439 24 Rubidoux Bl. s/o Market St. Light Industrial 81.3 Yes 333 718 1547 25 Slover Av. w/o Sierra Av. Commercial 80.6 Yes 282 607 1307 26 Slover Av. e/o Sierra Av. Commercial 82.4 Yes 370 796 1715 27 Slover Av. e/o Alder Av. Community Industrial 79.9 Yes 237 511 1100 28 Slover Av. e/o Locust Av. Residential 80.3 Yes 251 541 1166 29 Slover Av. e/o Cedar Av. Residential 77.3 Yes 159 342 738 30 Santa Ana Av. w/o Sierra Av. Residential 76.4 Yes 123 265 572 31 Santa Ana Av. e/o Sierra Av. Residential 74.6 Yes 93 201 432 32 Santa Ana Av. w/o Alder Av. Residential 76.0 Yes 111 239 515 33 Santa Ana Av. e/o Alder Av. Residential 77.0 Yes 129 277 597 34 Santa Ana Av. w/o Locust Av. Residential 76.9 Yes 126 272 586 35 Santa Ana Av. e/o Locust Av. Residential 75.6 Yes 104 224 482 36 Jurupa Av. e/o Locust Av. Residential 76.2 Yes 156 336 725 37 Jurupa Av. w/o Cedar Av. Residential 75.4 Yes 120 257 555 38 7th St. e/o Locust Av. Residential 75.1 Yes 114 246 530 1 Sources: City of Fontana General Plan Land Use Map; County of San Bernardino Land Use Plan (FH29A Fontana); and the City of Jurupa Valley General Plan Land Use Map. 2 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 3 Does the CNEL at the adjacent land use exceed the General Plan noise standards/criteria for the given land use (Section 3.3)? "RW" = Location of the respective noise contour falls within the right-of-way of the road. Mr. Steve Hollis IDI Logistics November 23, 2021 Page 18 13764-04 Noise Memo EXISTING TRAFFIC NOISE LEVEL INCREASES Table 8 shows the Existing without Project conditions CNEL noise levels. The Existing without Project exterior noise levels are expected to range from 69.9 to 81.1 dBA CNEL, without accounting for any noise attenuation features such as noise barriers or topography. Table 9 shows the Existing with 2021 Project conditions will range from 72.4 to 81.1 dBA CNEL. Table 14 shows that the 2021 Project off-site traffic noise level impacts will range from 0.0 to 3.4 dBA CNEL. The 2018 Project Noise Impact Analysis identified a Project related noise level increase of up to 5.2 dBA CNEL for existing with 2018 Project conditions. While the land uses adjacent to the same seven roadway segments would experience potentially significant noise level increases due to Project-related traffic, the off-site Existing noise level impacts are reduced with the 2021 Project. TABLE 14: EXISTING WITH 2021 PROJECT TRAFFIC NOISE LEVEL INCREASES ID Road Segment CNEL at Adjacent Land Use (dBA)1 Noise- Sensitive Land Use? Threshold Exceeded?2 No Project With Project Project Addition 1 Sierra Av. n/o Slover Av. 80.6 80.6 0.0 No No 2 Sierra Av. s/o Slover Av. 80.5 80.5 0.0 No No 3 Sierra Av. s/o Santa Ana Av. 81.1 81.1 0.0 Yes No 4 Locust Av. s/o Slover Av. 72.3 72.4 0.1 Yes No 5 Locust Av. s/o Santa Ana Av. 74.3 74.4 0.1 Yes No 6 Locust Av. s/o Jurupa Av. 74.9 76.6 1.7 No No 7 Locust Av. s/o Dwy. 4 76.0 77.6 1.6 Yes Yes 8 Locust Av. s/o Dwy. 6 75.8 77.3 1.5 Yes Yes 9 Locust Av. s/o 11th St. 75.8 77.3 1.5 Yes Yes 10 Locust Av. s/o 10th St. 75.7 77.2 1.6 Yes Yes 11 Locust Av. s/o 9th St. 75.5 77.1 1.6 Yes Yes 12 Locust Av. s/o 8th St. 75.4 76.3 0.9 Yes No 13 Locust Av. s/o Dwy. 10 75.1 75.2 0.1 Yes No 14 Armstrong Rd. n/o Sierra Av. 74.8 74.9 0.1 Yes No 15 Armstrong Rd. s/o Sierra Av. 79.0 79.0 0.0 Yes No 16 Cedar Av. s/o Valley Bl. 80.7 81.0 0.3 Yes No 17 Cedar Av. n/o Slover Av. 77.7 78.3 0.6 No No 18 Cedar Av. s/o Slover Av. 77.2 77.8 0.7 No No 19 Cedar Av. s/o Santa Ana Av. 77.7 78.3 0.6 Yes No 20 Cedar Av. s/o Jurupa Av. 77.8 78.1 0.3 Yes No 21 Cedar Av. s/o 11th St. 77.5 77.8 0.3 Yes No 22 Cedar Av. s/o 7th St. 79.7 80.0 0.3 Yes No 23 Rubidoux Bl. s/o El Rivino Rd. 78.1 78.4 0.3 Yes No 24 Rubidoux Bl. s/o Market St. 78.5 78.6 0.1 No No 25 Slover Av. w/o Sierra Av. 77.8 77.8 0.0 No No 26 Slover Av. e/o Sierra Av. 80.5 80.5 0.0 No No 27 Slover Av. e/o Alder Av. 77.5 77.5 0.0 No No 28 Slover Av. e/o Locust Av. 77.5 77.6 0.1 Yes No Mr. Steve Hollis IDI Logistics November 23, 2021 Page 19 13764-04 Noise Memo ID Road Segment CNEL at Adjacent Land Use (dBA)1 Noise- Sensitive Land Use? Threshold Exceeded?2 No Project With Project Project Addition 29 Slover Av. e/o Cedar Av. 75.0 75.0 0.0 Yes No 30 Santa Ana Av. w/o Sierra Av. 75.2 75.2 0.0 Yes No 31 Santa Ana Av. e/o Sierra Av. 73.6 73.6 0.0 Yes No 32 Santa Ana Av. w/o Alder Av. 74.4 74.4 0.0 Yes No 33 Santa Ana Av. e/o Alder Av. 75.4 75.4 0.0 Yes No 34 Santa Ana Av. w/o Locust Av. 75.2 75.3 0.0 Yes No 35 Santa Ana Av. e/o Locust Av. 74.0 74.0 0.0 Yes No 36 Jurupa Av. e/o Locust Av. 69.9 73.3 3.4 Yes Yes 37 Jurupa Av. w/o Cedar Av. 71.3 74.2 2.8 Yes Yes 38 7th St. e/o Locust Av. 73.0 73.1 0.1 Yes No 1 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 2 Significance Criteria (Noise Study Section 4). OPENING YEAR TRAFFIC NOISE LEVEL INCREASES Table 10 shows the Opening Year without Project conditions CNEL noise levels. The Opening Year without Project exterior noise levels are expected to range from 70.7 to 81.8 dBA CNEL, without accounting for any noise attenuation features such as noise barriers or topography. Table 11 shows the Existing with 2021 Project conditions will range from 73.1 to 81.8 dBA CNEL. Table 15 shows that the 2021 Project off-site traffic noise level impacts will range from 0.0 to 3.0 dBA CNEL. The Opening Year 2018 Project Noise Impact Analysis identified a Project related noise level increase of 4.6 dBA CNEL. The reduction in Project truck trips will reduce the number of off-site study area roadway segments that would experience potentially significant noise level increases due to Project-related traffic from seven to three segments. TABLE 15: OPENING YEAR WITH 2021 PROJECT TRAFFIC NOISE LEVEL INCREASES ID Road Segment CNEL at Adjacent Land Use (dBA)1 Noise- Sensitive Land Use? Threshold Exceeded?2 No Project With Project Project Addition 1 Sierra Av. n/o Slover Av. 81.5 81.5 0.0 No No 2 Sierra Av. s/o Slover Av. 81.8 81.8 0.0 No No 3 Sierra Av. s/o Santa Ana Av. 81.8 81.8 0.0 Yes No 4 Locust Av. s/o Slover Av. 73.0 73.1 0.1 Yes No 5 Locust Av. s/o Santa Ana Av. 74.8 74.9 0.1 Yes No 6 Locust Av. s/o Jurupa Av. 75.2 76.8 1.6 No No 7 Locust Av. s/o Dwy. 4 76.3 77.8 1.5 Yes No 8 Locust Av. s/o Dwy. 6 76.1 77.6 1.5 Yes No Mr. Steve Hollis IDI Logistics November 23, 2021 Page 20 13764-04 Noise Memo ID Road Segment CNEL at Adjacent Land Use (dBA)1 Noise- Sensitive Land Use? Threshold Exceeded?2 No Project With Project Project Addition 9 Locust Av. s/o 11th St. 76.1 77.6 1.4 Yes No 10 Locust Av. s/o 10th St. 76.0 77.5 1.5 Yes No 11 Locust Av. s/o 9th St. 75.8 77.3 1.5 Yes Yes 12 Locust Av. s/o 8th St. 75.7 76.6 0.8 Yes No 13 Locust Av. s/o Dwy. 10 75.9 76.0 0.1 Yes No 14 Armstrong Rd. n/o Sierra Av. 75.5 75.6 0.1 Yes No 15 Armstrong Rd. s/o Sierra Av. 80.0 80.0 0.0 Yes No 16 Cedar Av. s/o Valley Bl. 81.1 81.3 0.2 Yes No 17 Cedar Av. n/o Slover Av. 78.9 79.4 0.5 No No 18 Cedar Av. s/o Slover Av. 78.6 79.1 0.5 No No 19 Cedar Av. s/o Santa Ana Av. 79.2 79.6 0.4 Yes No 20 Cedar Av. s/o Jurupa Av. 79.0 79.2 0.2 Yes No 21 Cedar Av. s/o 11th St. 78.7 79.0 0.3 Yes No 22 Cedar Av. s/o 7th St. 80.5 80.8 0.3 Yes No 23 Rubidoux Bl. s/o El Rivino Rd. 78.9 79.2 0.3 Yes No 24 Rubidoux Bl. s/o Market St. 80.3 80.4 0.1 No No 25 Slover Av. w/o Sierra Av. 78.9 78.9 0.0 No No 26 Slover Av. e/o Sierra Av. 81.3 81.3 0.0 No No 27 Slover Av. e/o Alder Av. 78.9 78.9 0.0 No No 28 Slover Av. e/o Locust Av. 78.8 78.8 0.0 Yes No 29 Slover Av. e/o Cedar Av. 76.3 76.3 0.0 Yes No 30 Santa Ana Av. w/o Sierra Av. 75.7 75.7 0.0 Yes No 31 Santa Ana Av. e/o Sierra Av. 74.0 74.1 0.0 Yes No 32 Santa Ana Av. w/o Alder Av. 74.8 74.8 0.0 Yes No 33 Santa Ana Av. e/o Alder Av. 75.7 75.7 0.0 Yes No 34 Santa Ana Av. w/o Locust Av. 75.6 75.6 0.0 Yes No 35 Santa Ana Av. e/o Locust Av. 74.3 74.4 0.0 Yes No 36 Jurupa Av. e/o Locust Av. 70.7 73.7 3.0 Yes Yes 37 Jurupa Av. w/o Cedar Av. 73.1 75.2 2.1 Yes Yes 38 7th St. e/o Locust Av. 74.0 74.0 0.1 Yes No 1 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 2 Significance Criteria (Noise Study Section 4). Mr. Steve Hollis IDI Logistics November 23, 2021 Page 21 13764-04 Noise Memo HORIZON YEAR (2040) PROJECT TRAFFIC NOISE LEVEL INCREASES Table 12 shows the Horizon Year (2040) without Project conditions CNEL noise levels. The Horizon Year (2040) without Project exterior noise levels are expected to range from 73.5 to 82.9 dBA CNEL, without accounting for any noise attenuation features such as noise barriers or topography. Table 13 shows the Horizon Year (2040) with 2021 Project conditions will range from 74.6 to 82.9 dBA CNEL. Table 16 shows that the 2021 Project off-site traffic noise level impacts will range from 0.0 to 1.9 dBA CNEL. The Horizon Year (2040) 2018 Project Noise Impact Analysis identified a Project related noise level increase of 3.2 dBA CNEL. The reduction in Project truck trips will reduce the number of off-site study area roadway segments that would experience potentially significant noise level increases due to Project-related traffic from seven to three segments. TABLE 16: HORIZON YEAR 2040 WITH PROJECT TRAFFIC NOISE LEVEL INCREASES ID Road Segment CNEL at Adjacent Land Use (dBA)1 Noise- Sensitive Land Use? Threshold Exceeded?2 No Project With Project Project Addition 1 Sierra Av. n/o Slover Av. 82.5 82.5 0.0 No No 2 Sierra Av. s/o Slover Av. 82.9 82.9 0.0 No No 3 Sierra Av. s/o Santa Ana Av. 82.8 82.8 0.0 Yes No 4 Locust Av. s/o Slover Av. 77.4 77.5 0.0 Yes No 5 Locust Av. s/o Santa Ana Av. 78.1 78.1 0.0 Yes No 6 Locust Av. s/o Jurupa Av. 77.0 78.2 1.1 No No 7 Locust Av. s/o Dwy. 4 78.2 79.2 1.0 Yes No 8 Locust Av. s/o Dwy. 6 77.5 78.6 1.1 Yes No 9 Locust Av. s/o 11th St. 77.5 78.6 1.1 Yes No 10 Locust Av. s/o 10th St. 77.2 78.4 1.2 Yes No 11 Locust Av. s/o 9th St. 78.5 79.4 0.9 Yes No 12 Locust Av. s/o 8th St. 77.0 77.6 0.6 Yes No 13 Locust Av. s/o Dwy. 10 77.0 77.1 0.1 Yes No 14 Armstrong Rd. n/o Sierra Av. 79.5 79.5 0.0 Yes No 15 Armstrong Rd. s/o Sierra Av. 81.7 81.7 0.0 Yes No 16 Cedar Av. s/o Valley Bl. 82.5 82.7 0.2 Yes No 17 Cedar Av. n/o Slover Av. 79.9 80.3 0.4 No No 18 Cedar Av. s/o Slover Av. 79.2 79.6 0.4 No No 19 Cedar Av. s/o Santa Ana Av. 80.2 80.6 0.3 Yes No 20 Cedar Av. s/o Jurupa Av. 80.0 80.2 0.2 Yes No 21 Cedar Av. s/o 11th St. 79.7 80.0 0.2 Yes No 22 Cedar Av. s/o 7th St. 81.6 81.8 0.2 Yes No 23 Rubidoux Bl. s/o El Rivino Rd. 80.1 80.3 0.2 Yes No 24 Rubidoux Bl. s/o Market St. 81.2 81.3 0.1 No No 25 Slover Av. w/o Sierra Av. 80.6 80.6 0.0 No No 26 Slover Av. e/o Sierra Av. 82.4 82.4 0.0 No No 27 Slover Av. e/o Alder Av. 79.9 79.9 0.0 No No 28 Slover Av. e/o Locust Av. 80.2 80.3 0.0 Yes No 29 Slover Av. e/o Cedar Av. 77.3 77.3 0.0 Yes No Mr. Steve Hollis IDI Logistics November 23, 2021 Page 22 13764-04 Noise Memo ID Road Segment CNEL at Adjacent Land Use (dBA)1 Noise- Sensitive Land Use? Threshold Exceeded?2 No Project With Project Project Addition 30 Santa Ana Av. w/o Sierra Av. 76.4 76.4 0.0 Yes No 31 Santa Ana Av. e/o Sierra Av. 74.6 74.6 0.0 Yes No 32 Santa Ana Av. w/o Alder Av. 76.0 76.0 0.0 Yes No 33 Santa Ana Av. e/o Alder Av. 77.0 77.0 0.0 Yes No 34 Santa Ana Av. w/o Locust Av. 76.8 76.9 0.0 Yes No 35 Santa Ana Av. e/o Locust Av. 75.6 75.6 0.0 Yes No 36 Jurupa Av. e/o Locust Av. 74.8 76.2 1.4 Yes No 37 Jurupa Av. w/o Cedar Av. 73.5 75.4 1.9 Yes Yes 38 7th St. e/o Locust Av. 75.1 75.1 0.1 Yes No 1 The CNEL is calculated at the boundary of the right-of-way of each roadway and the property line of the nearest adjacent land use. 2 Significance Criteria (Noise Study Section 4). CONCLUSIONS The operational analysis included in the 2018 Noise Impact Analysis evaluated the Project-only operational noise levels are against exterior noise level standards at fifteen nearby noise-sensitive receiver locations. The operational noise analysis shows that the operational noise source activities associated with West Valley Logistics Center Project will satisfy the absolute daytime and nighttime exterior noise level standards and the relative incremental noise level increase criteria at all the nearest noise sensitive receiver locations. Therefore, the operational noise impacts are considered less than significant. While the 2021 Project would generate 2,008 more two-way vehicle trips per day, the off- site traffic noise analysis shows that the reduction of 742 truck trips will reduce the Project related off- site traffic noise levels on all roadway segments and traffic conditions as compared to the 2018 Project. If you have any questions, please contact me directly at (949) 584-3148. Respectfully submitted, URBAN CROSSROADS, INC. Bill Lawson, P.E., INCE Principal 13764-04 Noise Memo APPENDIX A OFF-SITE TRAFFIC NOISE CONTOURS 13764-04 Noise Memo This page intentionally left blank FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Sierra Av. Scenario:Existing Without Project 43,398 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,340 vehicles Centerline Dist. to Barrier: 75.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:110 feet REMEL Traffic Flow Distance 4.00 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 77.72 -6.22 -0.24 -1.20 0.000 0.000 82.99 -3.50 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 69.1 66.9 64.0 62.0 69.769.4 70.1 78.1 68.2 62.3 62.9 70.570.3 75.3 73.4 72.6 79.779.4 Vehicle Noise:79.1 76.6 74.2 73.3 80.680.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 364 783 3,6371,688 380 818 3,7961,762 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Sierra Av. Scenario:Existing Without Project 29,079 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,908 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 1.29 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 -8.93 -0.24 -1.20 0.000 0.000 85.38 -6.21 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.0 67.9 65.0 63.0 70.770.4 70.6 77.7 68.7 62.9 63.4 71.170.9 75.0 73.1 72.2 79.479.1 Vehicle Noise:79.1 76.6 74.1 73.2 80.580.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 358 771 3,5791,661 373 805 3,7351,734 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Sierra Av. Scenario:Existing Without Project 28,294 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,829 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 0.76 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 -9.46 -0.24 -1.20 0.000 0.000 86.40 -6.74 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.1 68.9 66.0 64.0 71.771.4 71.5 78.2 69.6 63.7 64.3 71.971.8 75.5 73.6 72.7 79.979.6 Vehicle Noise:79.7 77.2 74.7 73.8 81.180.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 392 845 3,9201,820 409 881 4,0911,899 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Locust Av. Scenario:Existing Without Project 5,683 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:568 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -4.25 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 75.75 -14.47 1.31 -1.20 0.000 0.000 81.57 -11.75 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 60.1 58.0 55.1 53.1 60.860.5 61.4 69.9 59.5 53.6 54.2 61.861.6 67.2 65.3 64.4 71.671.3 Vehicle Noise:70.9 68.3 66.0 65.1 72.372.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 60 130 603280 63 136 629292 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Locust Av. Scenario:Existing Without Project 8,978 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:898 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.26 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 75.75 -12.48 1.31 -1.20 0.000 0.000 81.57 -9.76 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.1 59.9 57.1 55.1 62.862.5 63.4 71.9 61.5 55.6 56.2 63.863.6 69.2 67.3 66.4 73.673.3 Vehicle Noise:72.9 70.3 67.9 67.1 74.374.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 82 176 817379 85 184 853396 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Locust Av. Scenario:Existing Without Project 8,724 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:872 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -3.48 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -13.70 0.16 -1.20 0.000 0.000 84.25 -10.98 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 63.9 61.8 58.9 56.9 64.664.3 64.7 72.2 62.8 57.0 57.5 65.165.0 69.5 67.6 66.7 73.973.6 Vehicle Noise:73.5 70.9 68.5 67.6 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 111 239 1,110515 116 250 1,159538 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 4 Road Name:Locust Av. Scenario:Existing Without Project 8,724 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:872 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.48 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.70 1.31 -1.20 0.000 0.000 84.25 -10.98 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.1 62.9 60.0 58.0 65.765.4 65.9 73.4 64.0 58.1 58.7 66.366.1 70.7 68.8 67.9 75.074.7 Vehicle Noise:74.6 72.1 69.6 68.8 76.075.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 106 228 1,059492 111 238 1,106513 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 6 Road Name:Locust Av. Scenario:Existing Without Project 8,315 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:832 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.91 1.31 -1.20 0.000 0.000 84.25 -11.19 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.8 62.7 59.8 57.8 65.565.2 65.7 73.2 63.8 57.9 58.5 66.165.9 70.5 68.5 67.7 74.874.5 Vehicle Noise:74.4 71.9 69.4 68.5 75.875.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 103 221 1,026476 107 231 1,071497 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Locust Av. Scenario:Existing Without Project 8,315 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:832 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.91 1.31 -1.20 0.000 0.000 84.25 -11.19 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.8 62.7 59.8 57.8 65.565.2 65.7 73.2 63.8 57.9 58.5 66.165.9 70.5 68.5 67.7 74.874.5 Vehicle Noise:74.4 71.9 69.4 68.5 75.875.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 103 221 1,026476 107 231 1,071497 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 10th St. Road Name:Locust Av. Scenario:Existing Without Project 8,071 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:807 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.82 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -14.04 1.31 -1.20 0.000 0.000 84.25 -11.32 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.7 62.6 59.7 57.7 65.465.1 65.5 73.0 63.6 57.8 58.3 66.065.8 70.3 68.4 67.5 74.774.4 Vehicle Noise:74.3 71.7 69.3 68.4 75.775.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 101 217 1,006467 105 226 1,050487 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 9th St. Road Name:Locust Av. Scenario:Existing Without Project 7,696 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:770 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -4.02 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -14.25 1.31 -1.20 0.000 0.000 84.25 -11.52 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.5 62.3 59.5 57.5 65.264.9 65.3 72.8 63.4 57.6 58.1 65.865.6 70.1 68.2 67.3 74.574.2 Vehicle Noise:74.1 71.5 69.1 68.2 75.575.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 97 210 974452 102 219 1,017472 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 8th St. Road Name:Locust Av. Scenario:Existing Without Project 7,585 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:759 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -4.09 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -14.31 1.31 -1.20 0.000 0.000 84.25 -11.58 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.5 62.3 59.4 57.4 65.164.8 65.3 72.8 63.4 57.5 58.1 65.765.5 70.1 68.2 67.3 74.474.1 Vehicle Noise:74.0 71.5 69.0 68.1 75.475.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 96 208 965448 101 217 1,007467 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 10 Road Name:Locust Av. Scenario:Existing Without Project 9,188 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:919 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -3.25 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -13.48 0.16 -1.20 0.000 0.000 84.25 -10.75 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 62.0 59.1 57.1 64.864.5 64.9 72.5 63.1 57.2 57.7 65.465.2 69.8 67.8 67.0 74.173.8 Vehicle Noise:73.7 71.2 68.7 67.8 75.174.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 115 248 1,150534 120 258 1,200557 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Sierra Av. Road Name:Armstrong Rd. Scenario:Existing Without Project 10,205 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,021 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance -2.80 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -13.02 -0.60 -1.20 0.000 0.000 84.25 -10.30 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 63.8 61.7 58.8 56.8 64.564.2 64.6 72.2 62.7 56.9 57.4 65.164.9 69.4 67.5 66.7 73.873.5 Vehicle Noise:73.4 70.8 68.4 67.5 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 118 253 1,176546 123 265 1,228570 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Sierra Av. Road Name:Armstrong Rd. Scenario:Existing Without Project 26,791 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,679 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 1.39 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -8.83 -0.60 -1.20 0.000 0.000 84.25 -6.10 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.0 65.9 63.0 61.0 68.768.4 68.8 76.3 66.9 61.1 61.6 69.369.1 73.6 71.7 70.8 78.077.7 Vehicle Noise:77.6 75.0 72.6 71.7 79.078.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 224 482 2,2391,039 234 503 2,3361,084 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Valley Bl. Road Name:Cedar Av. Scenario:Existing Without Project 38,964 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,896 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 3.53 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -6.69 0.41 -1.20 0.000 0.000 82.99 -3.97 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 69.2 67.1 64.2 62.2 69.969.6 70.2 78.2 68.4 62.5 63.0 70.770.5 75.5 73.6 72.7 79.979.6 Vehicle Noise:79.3 76.8 74.4 73.5 80.780.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 259 559 2,5931,203 271 583 2,7061,256 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Cedar Av. Scenario:Existing Without Project 19,195 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,920 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.46 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -9.76 0.41 -1.20 0.000 0.000 82.99 -7.04 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.2 64.0 61.1 59.1 66.866.5 67.2 75.2 65.3 59.4 60.0 67.667.4 72.5 70.5 69.7 76.876.5 Vehicle Noise:76.2 73.7 71.3 70.4 77.777.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 162 348 1,617751 169 364 1,688784 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Cedar Av. Scenario:Existing Without Project 17,039 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,704 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -0.06 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -10.28 0.41 -1.20 0.000 0.000 82.99 -7.56 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 65.6 63.5 60.6 58.6 66.366.0 66.6 74.6 64.8 58.9 59.4 67.166.9 71.9 70.0 69.1 76.376.0 Vehicle Noise:75.7 73.2 70.8 69.9 77.276.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 149 322 1,494693 156 336 1,559724 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Cedar Av. Scenario:Existing Without Project 19,493 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,949 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.52 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -9.70 0.41 -1.20 0.000 0.000 82.99 -6.97 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.2 64.1 61.2 59.2 66.966.6 67.2 75.2 65.3 59.5 60.0 67.767.5 72.5 70.6 69.7 76.976.6 Vehicle Noise:76.3 73.8 71.4 70.5 77.777.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 163 352 1,634758 171 367 1,705792 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Cedar Av. Scenario:Existing Without Project 19,858 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,986 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.61 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -9.62 0.41 -1.20 0.000 0.000 82.99 -6.89 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.3 64.1 61.2 59.3 67.066.6 67.3 75.3 65.4 59.6 60.1 67.767.6 72.6 70.7 69.8 77.076.7 Vehicle Noise:76.4 73.9 71.4 70.6 77.877.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 165 356 1,654768 173 372 1,727801 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Cedar Av. Scenario:Existing Without Project 18,266 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,827 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.24 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -9.98 0.41 -1.20 0.000 0.000 82.99 -7.26 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 65.9 63.8 60.9 58.9 66.666.3 66.9 74.9 65.1 59.2 59.8 67.467.2 72.2 70.3 69.4 76.676.3 Vehicle Noise:76.0 73.5 71.1 70.2 77.577.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 156 337 1,565726 163 352 1,633758 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 7th St. Road Name:Cedar Av. Scenario:Existing Without Project 20,864 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,086 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:48 feet REMEL Traffic Flow Distance -0.15 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -10.37 0.41 -1.20 0.000 0.000 85.38 -7.65 0.41 -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 46.400 46.209 46.228 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 69.2 67.1 64.2 62.2 69.969.6 69.8 76.9 68.0 62.1 62.6 70.370.1 74.2 72.3 71.4 78.678.3 Vehicle Noise:78.3 75.8 73.3 72.4 79.779.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 220 473 2,1971,020 229 494 2,2931,064 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o El Rivino Rd. Road Name:Rubidoux Bl. Scenario:Existing Without Project 19,891 10% 64.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,989 vehicles Centerline Dist. to Barrier: 64.0Centerline 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:58 feet REMEL Traffic Flow Distance -0.36 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.99 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 -10.58 -0.97 -1.20 0.000 0.000 85.38 -7.86 -0.97 -1.20 0.000 0.000 -4.70 -4.88 -5.31 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 57.271 57.117 57.132 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 67.7 65.5 62.6 60.6 68.368.0 68.3 75.4 66.4 60.5 61.1 68.768.5 72.6 70.7 69.8 77.076.7 Vehicle Noise:76.7 74.2 71.7 70.8 78.177.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 212 457 2,120984 221 477 2,2121,027 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Market St. Road Name:Rubidoux Bl. Scenario:Existing Without Project 20,278 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,028 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance -0.27 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -10.50 -0.60 -1.20 0.000 0.000 85.38 -7.77 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.1 65.9 63.1 61.1 68.868.5 68.7 75.8 66.8 60.9 61.5 69.169.0 73.1 71.2 70.3 77.477.2 Vehicle Noise:77.2 74.6 72.1 71.3 78.578.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 209 451 2,095972 219 471 2,1861,015 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Slover Av. Scenario:Existing Without Project 17,083 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,708 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -0.56 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -10.78 0.16 -1.20 0.000 0.000 84.25 -8.06 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 66.8 64.7 61.8 59.8 67.567.2 67.6 75.2 65.7 59.9 60.4 68.167.9 72.4 70.5 69.7 76.876.5 Vehicle Noise:76.4 73.8 71.4 70.5 77.877.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 174 374 1,738807 181 391 1,814842 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Slover Av. Scenario:Existing Without Project 31,711 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,171 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 2.13 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -8.10 0.16 -1.20 0.000 0.000 84.25 -5.37 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 69.5 67.4 64.5 62.5 70.269.9 70.3 77.8 68.4 62.6 63.1 70.870.6 75.1 73.2 72.3 79.579.2 Vehicle Noise:79.1 76.5 74.1 73.2 80.580.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 263 566 2,6251,219 274 590 2,7401,272 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Slover Av. Scenario:Existing Without Project 14,993 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,499 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -1.13 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -11.35 0.41 -1.20 0.000 0.000 84.25 -8.63 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.5 64.4 61.5 59.5 67.266.9 67.3 74.8 65.4 59.6 60.1 67.767.6 72.1 70.2 69.3 76.576.2 Vehicle Noise:76.1 73.5 71.1 70.2 77.577.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 156 337 1,564726 163 352 1,633758 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Slover Av. Scenario:Existing Without Project 12,793 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,279 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:48 feet REMEL Traffic Flow Distance -2.27 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -12.50 0.41 -1.20 0.000 0.000 85.38 -9.77 0.41 -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 46.400 46.209 46.228 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 67.1 64.9 62.1 60.1 67.867.5 67.7 74.8 65.8 60.0 60.5 68.268.0 72.1 70.2 69.3 76.576.2 Vehicle Noise:76.2 73.7 71.2 70.3 77.577.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 159 342 1,586736 165 357 1,655768 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Cedar Av. Road Name:Slover Av. Scenario:Existing Without Project 7,121 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:712 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:48 feet REMEL Traffic Flow Distance -4.82 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -15.04 0.41 -1.20 0.000 0.000 85.38 -12.32 0.41 -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 46.400 46.209 46.228 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 64.6 62.4 59.5 57.5 65.264.9 65.2 72.3 63.3 57.4 58.0 65.665.4 69.6 67.6 66.8 73.973.6 Vehicle Noise:73.6 71.1 68.6 67.7 75.074.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 107 231 1,073498 112 241 1,120520 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Santa Ana Av. Scenario:Existing Without Project 8,569 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:857 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.04 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.42 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 77.72 -13.27 1.46 -1.20 0.000 0.000 82.99 -10.54 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 61.5 58.6 56.6 64.464.0 64.7 72.7 62.8 57.0 57.5 65.165.0 70.0 68.1 67.2 74.474.1 Vehicle Noise:73.8 71.2 68.8 68.0 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 98 211 981456 102 221 1,024475 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Santa Ana Av. Scenario:Existing Without Project 5,871 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:587 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -4.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.42 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 77.72 -14.91 1.46 -1.20 0.000 0.000 82.99 -12.19 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.0 59.9 57.0 55.0 62.762.4 63.1 71.1 61.2 55.3 55.9 63.563.3 68.4 66.4 65.6 72.772.4 Vehicle Noise:72.1 69.6 67.2 66.3 73.673.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 76 164 763354 80 172 796370 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Alder Av. Road Name:Santa Ana Av. Scenario:Existing Without Project 7,298 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:730 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.74 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -13.96 1.31 -1.20 0.000 0.000 82.99 -11.24 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.8 60.7 57.8 55.8 63.563.2 63.9 71.9 62.0 56.1 56.7 64.364.1 69.2 67.2 66.4 73.573.2 Vehicle Noise:72.9 70.4 68.0 67.1 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 82 178 825383 86 185 861399 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Santa Ana Av. Scenario:Existing Without Project 9,177 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:918 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.75 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -12.97 1.31 -1.20 0.000 0.000 82.99 -10.25 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 63.8 61.7 58.8 56.8 64.564.2 64.9 72.9 63.0 57.1 57.7 65.365.1 70.1 68.2 67.4 74.574.2 Vehicle Noise:73.9 71.4 69.0 68.1 75.475.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 96 207 961446 100 216 1,003465 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Locust Av. Road Name:Santa Ana Av. Scenario:Existing Without Project 8,912 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:891 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.87 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -13.10 1.31 -1.20 0.000 0.000 82.99 -10.37 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 61.5 58.7 56.7 64.464.1 64.7 72.7 62.8 57.0 57.5 65.265.0 70.0 68.1 67.2 74.474.1 Vehicle Noise:73.8 71.3 68.9 68.0 75.275.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 94 203 942437 98 212 983456 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Santa Ana Av. Scenario:Existing Without Project 6,656 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:666 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -4.14 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -14.36 1.31 -1.20 0.000 0.000 82.99 -11.64 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.4 60.3 57.4 55.4 63.162.8 63.5 71.5 61.6 55.7 56.3 63.963.7 68.8 66.8 66.0 73.172.8 Vehicle Noise:72.5 70.0 67.6 66.7 74.073.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 78 167 775360 81 174 809376 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Jurupa Av. Scenario:Existing Without Project 3,383 10% 60.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:338 vehicles Centerline Dist. to Barrier: 60.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:72 feet REMEL Traffic Flow Distance -7.08 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.13 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 77.72 -17.30 0.15 -1.20 0.000 0.000 82.99 -14.58 0.15 -1.20 0.000 0.000 -4.69 -4.88 -5.34 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.260 48.076 48.094 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 58.4 56.2 53.3 51.3 59.058.7 59.4 67.4 57.5 51.6 52.2 59.859.6 64.7 62.7 61.9 69.068.7 Vehicle Noise:68.5 65.9 63.5 62.6 69.969.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 56 121 564262 59 127 589273 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Cedar Av. Road Name:Jurupa Av. Scenario:Existing Without Project 4,467 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:447 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -5.87 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -16.10 0.41 -1.20 0.000 0.000 82.99 -13.37 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 59.8 57.7 54.8 52.8 60.560.2 60.8 68.8 58.9 53.1 53.6 61.361.1 66.1 64.2 63.3 70.570.2 Vehicle Noise:69.9 67.4 65.0 64.1 71.371.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 61 132 612284 64 138 639296 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:7th St. Scenario:Existing Without Project 5,407 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:541 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -5.56 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -15.78 0.41 -1.20 0.000 0.000 84.25 -13.05 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 62.1 59.9 57.0 55.0 62.862.4 62.9 70.4 61.0 55.1 55.7 63.363.1 67.7 65.8 64.9 72.171.8 Vehicle Noise:71.6 69.1 66.6 65.8 73.072.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 79 171 793368 83 178 827384 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Sierra Av. Scenario:Existing With Project 44,159 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,416 vehicles Centerline Dist. to Barrier: 75.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:110 feet REMEL Traffic Flow Distance 4.10 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.93% 77.8%5.0%17.2%7.34% 64.3%10.3%25.3%13.73% -0.26 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 77.72 -6.22 -0.24 -1.20 0.000 0.000 82.99 -3.50 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 69.1 67.0 64.1 62.1 69.869.5 70.1 78.1 68.2 62.3 62.9 70.570.3 75.3 73.4 72.6 79.779.4 Vehicle Noise:79.1 76.6 74.2 73.3 80.680.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 364 784 3,6411,690 380 819 3,8011,764 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Sierra Av. Scenario:Existing With Project 29,188 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,919 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 1.31 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.64% 77.8%5.0%17.2%7.44% 64.3%10.3%25.3%13.92% -0.26 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 -8.93 -0.24 -1.20 0.000 0.000 85.38 -6.21 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.1 67.9 65.0 63.0 70.770.4 70.6 77.7 68.7 62.9 63.4 71.170.9 75.0 73.1 72.2 79.479.1 Vehicle Noise:79.1 76.6 74.1 73.2 80.580.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 358 771 3,5801,662 374 805 3,7361,734 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Sierra Av. Scenario:Existing With Project 28,348 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,835 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 0.77 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.60% 77.8%5.0%17.2%7.45% 64.3%10.3%25.3%13.95% -0.26 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 -9.46 -0.24 -1.20 0.000 0.000 86.40 -6.74 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.1 68.9 66.0 64.0 71.871.4 71.5 78.2 69.6 63.7 64.3 71.971.8 75.5 73.6 72.7 79.979.6 Vehicle Noise:79.7 77.2 74.7 73.8 81.180.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 392 845 3,9211,820 409 882 4,0921,899 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Locust Av. Scenario:Existing With Project 7,368 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:737 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.86 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%83.46% 77.8%5.0%17.2%5.76% 64.3%10.3%25.3%10.78% 1.28 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 75.75 -14.47 1.31 -1.20 0.000 0.000 81.57 -11.75 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 61.5 59.4 56.5 54.5 62.261.9 61.4 69.9 59.5 53.6 54.2 61.861.6 67.2 65.3 64.4 71.671.3 Vehicle Noise:71.0 68.5 66.1 65.2 72.472.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 61 132 613285 64 138 640297 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Locust Av. Scenario:Existing With Project 11,532 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,153 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -0.92 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%83.31% 77.8%5.0%17.2%5.81% 64.3%10.3%25.3%10.88% 1.28 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 75.75 -12.48 1.31 -1.20 0.000 0.000 81.57 -9.76 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 63.5 61.3 58.4 56.4 64.163.8 63.4 71.9 61.5 55.6 56.2 63.863.6 69.2 67.3 66.4 73.673.3 Vehicle Noise:73.0 70.4 68.1 67.2 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 83 179 831386 87 187 868403 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Locust Av. Scenario:Existing With Project 12,398 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,240 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -1.95 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.51% 77.8%5.0%17.2%6.33% 64.3%10.3%25.3%15.16% 0.14 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 -12.89 0.16 -1.20 0.000 0.000 84.25 -9.10 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 65.4 63.3 60.4 58.4 66.165.8 65.5 74.1 63.6 57.8 58.3 66.065.8 71.4 69.5 68.6 75.875.5 Vehicle Noise:75.2 72.6 70.2 69.4 76.676.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 145 313 1,451673 151 326 1,515703 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 4 Road Name:Locust Av. Scenario:Existing With Project 12,031 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,203 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.08 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.65% 77.8%5.0%17.2%6.39% 64.3%10.3%25.3%14.96% 1.28 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 -12.98 1.31 -1.20 0.000 0.000 84.25 -9.28 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.5 64.3 61.4 59.4 67.166.8 66.6 75.1 64.7 58.8 59.4 67.066.8 72.4 70.5 69.6 76.776.4 Vehicle Noise:76.1 73.6 71.2 70.3 77.677.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 135 290 1,348626 141 303 1,407653 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 6 Road Name:Locust Av. Scenario:Existing With Project 11,574 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,157 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.23 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.97% 77.8%5.0%17.2%6.31% 64.3%10.3%25.3%14.71% 1.28 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 -13.20 1.31 -1.20 0.000 0.000 84.25 -9.53 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.3 64.1 61.3 59.3 67.066.7 66.4 74.8 64.5 58.6 59.2 66.866.6 72.1 70.2 69.3 76.576.2 Vehicle Noise:75.9 73.4 71.0 70.1 77.377.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 130 280 1,301604 136 293 1,358630 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Locust Av. Scenario:Existing With Project 11,411 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,141 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.31 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.67% 77.8%5.0%17.2%6.40% 64.3%10.3%25.3%14.92% 1.28 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 -13.20 1.31 -1.20 0.000 0.000 84.25 -9.53 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.2 64.1 61.2 59.2 66.966.6 66.4 74.8 64.5 58.6 59.2 66.866.6 72.1 70.2 69.3 76.576.2 Vehicle Noise:75.9 73.4 71.0 70.1 77.377.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 130 280 1,299603 136 292 1,357630 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 10th St. Road Name:Locust Av. Scenario:Existing With Project 11,167 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,117 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.68% 77.8%5.0%17.2%6.38% 64.3%10.3%25.3%14.94% 1.28 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 -13.31 1.31 -1.20 0.000 0.000 84.25 -9.61 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.1 64.0 61.1 59.1 66.866.5 66.3 74.7 64.4 58.5 59.1 66.766.5 72.0 70.1 69.2 76.476.1 Vehicle Noise:75.8 73.3 70.9 70.0 77.277.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 128 276 1,282595 134 288 1,338621 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 9th St. Road Name:Locust Av. Scenario:Existing With Project 10,792 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,079 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.55 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.68% 77.8%5.0%17.2%6.34% 64.3%10.3%25.3%14.98% 1.28 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 -13.48 1.31 -1.20 0.000 0.000 84.25 -9.75 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.0 63.8 60.9 58.9 66.766.3 66.1 74.6 64.2 58.3 58.9 66.566.3 71.9 70.0 69.1 76.376.0 Vehicle Noise:75.7 73.1 70.7 69.9 77.176.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 125 270 1,254582 131 282 1,309608 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 8th St. Road Name:Locust Av. Scenario:Existing With Project 10,316 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,032 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.59 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.47% 77.8%5.0%17.2%5.95% 64.3%10.3%25.3%12.58% 1.28 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 -13.95 1.31 -1.20 0.000 0.000 84.25 -10.70 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.9 63.8 60.9 58.9 66.666.3 65.6 73.7 63.7 57.8 58.4 66.065.9 70.9 69.0 68.2 75.375.0 Vehicle Noise:74.9 72.3 69.9 69.0 76.376.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 111 238 1,106513 115 249 1,154536 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 10 Road Name:Locust Av. Scenario:Existing With Project 10,625 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,062 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -2.48 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.24% 77.8%5.0%17.2%6.49% 64.3%10.3%25.3%12.27% 0.14 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 -13.45 0.16 -1.20 0.000 0.000 84.25 -10.68 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 62.8 59.9 57.9 65.665.3 65.0 72.5 63.1 57.2 57.8 65.465.2 69.8 67.9 67.0 74.273.9 Vehicle Noise:73.8 71.3 68.8 68.0 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 117 253 1,173545 122 264 1,225569 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Sierra Av. Road Name:Armstrong Rd. Scenario:Existing With Project 11,835 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,184 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance -1.99 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.51% 77.8%5.0%17.2%6.44% 64.3%10.3%25.3%12.05% -0.62 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 -13.02 -0.60 -1.20 0.000 0.000 84.25 -10.30 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 64.6 62.5 59.6 57.6 65.365.0 64.6 72.2 62.7 56.9 57.4 65.164.9 69.4 67.5 66.7 73.873.5 Vehicle Noise:73.5 71.0 68.5 67.6 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 119 257 1,191553 124 268 1,243577 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Sierra Av. Road Name:Armstrong Rd. Scenario:Existing With Project 28,367 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,837 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 1.71 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.75% 77.8%5.0%17.2%7.05% 64.3%10.3%25.3%13.20% -0.62 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 -8.83 -0.60 -1.20 0.000 0.000 84.25 -6.10 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.3 66.2 63.3 61.3 69.068.7 68.8 76.3 66.9 61.1 61.6 69.369.1 73.6 71.7 70.8 78.077.7 Vehicle Noise:77.6 75.1 72.6 71.7 79.078.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 225 485 2,2491,044 235 506 2,3471,090 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Valley Bl. Road Name:Cedar Av. Scenario:Existing With Project 39,844 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,984 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 3.59 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.92% 77.8%5.0%17.2%7.49% 64.3%10.3%25.3%14.59% 0.38 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 77.72 -6.58 0.41 -1.20 0.000 0.000 82.99 -3.68 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 69.3 67.1 64.2 62.2 70.069.6 70.3 78.5 68.5 62.6 63.2 70.870.6 75.8 73.9 73.0 80.279.9 Vehicle Noise:79.6 77.0 74.6 73.8 81.080.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 269 580 2,6941,251 281 606 2,8121,305 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Cedar Av. Scenario:Existing With Project 20,876 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,088 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.77 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.70% 77.8%5.0%17.2%7.30% 64.3%10.3%25.3%15.00% 0.38 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 77.72 -9.50 0.41 -1.20 0.000 0.000 82.99 -6.37 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.5 64.3 61.4 59.4 67.166.8 67.4 75.8 65.5 59.7 60.2 67.967.7 73.1 71.2 70.3 77.577.2 Vehicle Noise:76.8 74.3 71.9 71.0 78.378.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 177 382 1,775824 185 399 1,852860 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Cedar Av. Scenario:Existing With Project 17,633 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,763 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -0.04 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%76.22% 77.8%5.0%17.2%7.73% 64.3%10.3%25.3%16.05% 0.38 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 77.72 -9.98 0.41 -1.20 0.000 0.000 82.99 -6.81 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 65.7 63.5 60.6 58.6 66.366.0 66.9 75.4 65.1 59.2 59.7 67.467.2 72.7 70.8 69.9 77.076.8 Vehicle Noise:76.4 73.8 71.4 70.6 77.877.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 165 356 1,651766 172 371 1,723800 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Cedar Av. Scenario:Existing With Project 20,111 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,011 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.54 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%76.42% 77.8%5.0%17.2%7.71% 64.3%10.3%25.3%15.88% 0.38 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 77.72 -9.42 0.41 -1.20 0.000 0.000 82.99 -6.28 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.2 64.1 61.2 59.2 66.966.6 67.5 75.9 65.6 59.7 60.3 67.967.8 73.2 71.3 70.4 77.677.3 Vehicle Noise:76.9 74.3 72.0 71.1 78.378.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 179 386 1,791831 187 403 1,870868 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Cedar Av. Scenario:Existing With Project 20,369 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,037 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.67 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.66% 77.8%5.0%17.2%7.52% 64.3%10.3%25.3%14.82% 0.38 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 77.72 -9.47 0.41 -1.20 0.000 0.000 82.99 -6.53 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.4 64.2 61.3 59.3 67.066.7 67.5 75.7 65.6 59.7 60.3 67.967.7 73.0 71.0 70.2 77.377.0 Vehicle Noise:76.7 74.2 71.8 70.9 78.177.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 174 374 1,738806 181 391 1,814842 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Cedar Av. Scenario:Existing With Project 18,777 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,878 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.31 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.58% 77.8%5.0%17.2%7.53% 64.3%10.3%25.3%14.89% 0.38 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 77.72 -9.82 0.41 -1.20 0.000 0.000 82.99 -6.86 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.0 63.8 60.9 59.0 66.766.3 67.1 75.3 65.2 59.3 59.9 67.567.4 72.6 70.7 69.8 77.076.7 Vehicle Noise:76.4 73.8 71.4 70.6 77.877.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 165 356 1,650766 172 371 1,722799 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 7th St. Road Name:Cedar Av. Scenario:Existing With Project 22,190 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,219 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:48 feet REMEL Traffic Flow Distance 0.12 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.52% 77.8%5.0%17.2%7.24% 64.3%10.3%25.3%14.24% 0.38 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 -10.23 0.41 -1.20 0.000 0.000 85.38 -7.30 0.41 -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 46.400 46.209 46.228 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 69.5 67.3 64.4 62.5 70.269.8 70.0 77.3 68.1 62.2 62.8 70.470.2 74.6 72.7 71.8 78.978.6 Vehicle Noise:78.6 76.1 73.6 72.7 80.079.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 231 497 2,3061,070 241 519 2,4071,117 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o El Rivino Rd. Road Name:Rubidoux Bl. Scenario:Existing With Project 21,000 10% 64.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,100 vehicles Centerline Dist. to Barrier: 64.0Centerline 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:58 feet REMEL Traffic Flow Distance -0.14 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.29% 77.8%5.0%17.2%7.31% 64.3%10.3%25.3%14.40% -0.99 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 -10.43 -0.97 -1.20 0.000 0.000 85.38 -7.49 -0.97 -1.20 0.000 0.000 -4.70 -4.88 -5.31 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 57.271 57.117 57.132 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 67.9 65.7 62.8 60.8 68.668.2 68.4 75.7 66.5 60.6 61.2 68.868.7 73.0 71.1 70.2 77.477.1 Vehicle Noise:77.0 74.5 72.0 71.2 78.478.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 223 480 2,2281,034 233 501 2,3261,079 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Market St. Road Name:Rubidoux Bl. Scenario:Existing With Project 20,443 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,044 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance -0.26 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.19% 77.8%5.0%17.2%7.50% 64.3%10.3%25.3%14.31% -0.62 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 -10.44 -0.60 -1.20 0.000 0.000 85.38 -7.63 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.1 66.0 63.1 61.1 68.868.5 68.8 75.9 66.9 61.0 61.6 69.269.0 73.2 71.3 70.4 77.677.3 Vehicle Noise:77.3 74.8 72.3 71.4 78.678.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 213 459 2,133990 223 479 2,2261,033 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Slover Av. Scenario:Existing With Project 17,518 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,752 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -0.42 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.09% 77.8%5.0%17.2%7.28% 64.3%10.3%25.3%13.63% 0.14 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 -10.78 0.16 -1.20 0.000 0.000 84.25 -8.06 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 67.0 64.8 61.9 59.9 67.667.3 67.6 75.2 65.7 59.9 60.4 68.167.9 72.4 70.5 69.7 76.876.5 Vehicle Noise:76.4 73.9 71.4 70.5 77.877.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 174 375 1,742808 182 392 1,818844 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Slover Av. Scenario:Existing With Project 32,635 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,263 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 2.28 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.17% 77.8%5.0%17.2%7.25% 64.3%10.3%25.3%13.58% 0.14 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 -8.10 0.16 -1.20 0.000 0.000 84.25 -5.37 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 69.7 67.5 64.6 62.6 70.470.0 70.3 77.8 68.4 62.6 63.1 70.870.6 75.1 73.2 72.3 79.579.2 Vehicle Noise:79.1 76.6 74.1 73.2 80.580.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 263 567 2,6311,221 275 592 2,7461,275 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Slover Av. Scenario:Existing With Project 15,482 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,548 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -0.95 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.24% 77.8%5.0%17.2%7.23% 64.3%10.3%25.3%13.53% 0.38 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 -11.35 0.41 -1.20 0.000 0.000 84.25 -8.63 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 66.7 64.5 61.6 59.6 67.467.0 67.3 74.8 65.4 59.6 60.1 67.767.6 72.1 70.2 69.3 76.576.2 Vehicle Noise:76.1 73.5 71.1 70.2 77.577.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 157 338 1,568728 164 353 1,637760 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Slover Av. Scenario:Existing With Project 13,988 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,399 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:48 feet REMEL Traffic Flow Distance -1.79 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.39% 77.8%5.0%17.2%6.83% 64.3%10.3%25.3%12.78% 0.38 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 -12.50 0.41 -1.20 0.000 0.000 85.38 -9.77 0.41 -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 46.400 46.209 46.228 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 67.6 65.4 62.5 60.6 68.367.9 67.7 74.8 65.8 60.0 60.5 68.268.0 72.1 70.2 69.3 76.576.2 Vehicle Noise:76.2 73.7 71.2 70.3 77.677.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 160 344 1,599742 167 360 1,669775 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Cedar Av. Road Name:Slover Av. Scenario:Existing With Project 7,121 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:712 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:48 feet REMEL Traffic Flow Distance -4.82 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -15.04 0.41 -1.20 0.000 0.000 85.38 -12.32 0.41 -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 46.400 46.209 46.228 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 64.6 62.4 59.5 57.5 65.264.9 65.2 72.3 63.3 57.4 58.0 65.665.4 69.6 67.6 66.8 73.973.6 Vehicle Noise:73.6 71.1 68.6 67.7 75.074.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 107 231 1,073498 112 241 1,120520 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Santa Ana Av. Scenario:Existing With Project 8,732 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:873 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -2.94 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.96% 77.8%5.0%17.2%7.32% 64.3%10.3%25.3%13.71% 1.42 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 77.72 -13.27 1.46 -1.20 0.000 0.000 82.99 -10.54 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 63.8 61.6 58.7 56.7 64.564.1 64.7 72.7 62.8 57.0 57.5 65.165.0 70.0 68.1 67.2 74.474.1 Vehicle Noise:73.8 71.3 68.8 68.0 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 98 212 983456 103 221 1,026476 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Santa Ana Av. Scenario:Existing With Project 6,197 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:620 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -4.39 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.69% 77.8%5.0%17.2%7.07% 64.3%10.3%25.3%13.24% 1.42 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 77.72 -14.91 1.46 -1.20 0.000 0.000 82.99 -12.19 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.3 60.2 57.3 55.3 63.062.7 63.1 71.1 61.2 55.3 55.9 63.563.3 68.4 66.4 65.6 72.772.4 Vehicle Noise:72.2 69.6 67.2 66.4 73.673.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 77 165 766355 80 172 799371 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Alder Av. Road Name:Santa Ana Av. Scenario:Existing With Project 7,624 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:762 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.50 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.48% 77.8%5.0%17.2%7.14% 64.3%10.3%25.3%13.38% 1.28 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 77.72 -13.96 1.31 -1.20 0.000 0.000 82.99 -11.24 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 63.1 60.9 58.0 56.0 63.863.4 63.9 71.9 62.0 56.1 56.7 64.364.1 69.2 67.2 66.4 73.573.2 Vehicle Noise:73.0 70.4 68.0 67.2 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 83 178 827384 86 186 863401 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Santa Ana Av. Scenario:Existing With Project 9,992 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:999 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.28 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.31% 77.8%5.0%17.2%6.86% 64.3%10.3%25.3%12.83% 1.28 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 77.72 -12.97 1.31 -1.20 0.000 0.000 82.99 -10.25 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.3 62.1 59.3 57.3 65.064.7 64.9 72.9 63.0 57.1 57.7 65.365.1 70.1 68.2 67.4 74.574.2 Vehicle Noise:74.0 71.5 69.0 68.2 75.475.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 97 208 966449 101 217 1,009468 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Locust Av. Road Name:Santa Ana Av. Scenario:Existing With Project 9,727 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:973 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.36% 77.8%5.0%17.2%6.84% 64.3%10.3%25.3%12.80% 1.28 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 77.72 -13.10 1.31 -1.20 0.000 0.000 82.99 -10.37 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.0 59.1 57.1 64.964.5 64.7 72.7 62.8 57.0 57.5 65.265.0 70.0 68.1 67.2 74.474.1 Vehicle Noise:73.9 71.3 68.9 68.0 75.375.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 95 204 948440 99 213 990459 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Santa Ana Av. Scenario:Existing With Project 6,718 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:672 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -4.10 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.64% 77.8%5.0%17.2%7.41% 64.3%10.3%25.3%13.95% 1.28 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 77.72 -14.36 1.31 -1.20 0.000 0.000 82.99 -11.61 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.5 60.3 57.4 55.4 63.262.8 63.5 71.5 61.6 55.7 56.3 63.963.7 68.8 66.9 66.0 73.172.9 Vehicle Noise:72.6 70.0 67.6 66.8 74.073.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 78 168 779362 81 175 813377 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Jurupa Av. Scenario:Existing With Project 4,557 10% 60.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:456 vehicles Centerline Dist. to Barrier: 60.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:72 feet REMEL Traffic Flow Distance -6.50 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%66.66% 77.8%5.0%17.2%8.48% 64.3%10.3%25.3%24.86% 0.13 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 77.72 -15.45 0.15 -1.20 0.000 0.000 82.99 -10.78 0.15 -1.20 0.000 0.000 -4.69 -4.88 -5.34 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.260 48.076 48.094 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 58.9 56.8 53.9 51.9 59.659.3 61.2 71.2 59.3 53.5 54.0 61.661.5 68.5 66.5 65.7 72.872.5 Vehicle Noise:71.8 69.2 67.0 66.1 73.373.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 96 206 956444 100 215 998463 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Cedar Av. Road Name:Jurupa Av. Scenario:Existing With Project 5,641 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:564 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -5.43 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%68.95% 77.8%5.0%17.2%8.29% 64.3%10.3%25.3%22.76% 0.38 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 77.72 -14.63 0.41 -1.20 0.000 0.000 82.99 -10.24 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 60.3 58.1 55.2 53.2 60.960.6 62.3 72.0 60.4 54.5 55.1 62.762.6 69.3 67.3 66.5 73.673.3 Vehicle Noise:72.7 70.1 67.8 67.0 74.273.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 94 203 943438 98 212 985457 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:7th St. Scenario:Existing With Project 6,276 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:628 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -4.75 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.53% 77.8%5.0%17.2%6.43% 64.3%10.3%25.3%12.04% 0.38 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 -15.78 0.41 -1.20 0.000 0.000 84.25 -13.05 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 62.9 60.7 57.8 55.8 63.663.2 62.9 70.4 61.0 55.1 55.7 63.363.1 67.7 65.8 64.9 72.171.8 Vehicle Noise:71.7 69.2 66.7 65.9 73.172.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 80 173 803373 84 181 838389 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Sierra Av. Scenario:2018 Without Project 53,742 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,374 vehicles Centerline Dist. to Barrier: 75.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:110 feet REMEL Traffic Flow Distance 4.93 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 77.72 -5.29 -0.24 -1.20 0.000 0.000 82.99 -2.57 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.0 67.8 64.9 62.9 70.670.3 71.0 79.0 69.1 63.2 63.8 71.471.2 76.3 74.4 73.5 80.680.3 Vehicle Noise:80.1 77.5 75.1 74.3 81.581.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 419 904 4,1941,947 438 943 4,3772,032 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Sierra Av. Scenario:2018 Without Project 39,616 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,962 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 2.64 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 -7.59 -0.24 -1.20 0.000 0.000 85.38 -4.86 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.4 69.2 66.3 64.3 72.071.7 72.0 79.1 70.1 64.2 64.8 72.472.2 76.4 74.4 73.6 80.780.4 Vehicle Noise:80.4 77.9 75.4 74.5 81.881.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 440 948 4,3982,041 459 989 4,5902,130 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Sierra Av. Scenario:2018 Without Project 33,654 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,365 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 1.51 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 -8.71 -0.24 -1.20 0.000 0.000 86.40 -5.99 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.8 69.7 66.8 64.8 72.572.2 72.3 79.0 70.4 64.5 65.1 72.772.5 76.3 74.3 73.5 80.680.3 Vehicle Noise:80.4 78.0 75.4 74.5 81.881.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 440 948 4,4012,043 459 990 4,5932,132 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Locust Av. Scenario:2018 Without Project 6,661 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:666 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.56 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 75.75 -13.78 1.31 -1.20 0.000 0.000 81.57 -11.06 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 60.8 58.7 55.8 53.8 61.561.2 62.1 70.6 60.2 54.3 54.9 62.562.3 67.9 66.0 65.1 72.372.0 Vehicle Noise:71.6 69.0 66.6 65.8 73.072.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 67 144 670311 70 151 699325 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Locust Av. Scenario:2018 Without Project 10,088 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,009 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -1.76 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 75.75 -11.98 1.31 -1.20 0.000 0.000 81.57 -9.25 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.6 60.5 57.6 55.6 63.363.0 63.9 72.4 62.0 56.1 56.7 64.364.1 69.7 67.8 66.9 74.173.8 Vehicle Noise:73.4 70.8 68.5 67.6 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 88 190 883410 92 199 922428 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Locust Av. Scenario:2018 Without Project 9,384 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:938 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -3.16 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -13.38 0.16 -1.20 0.000 0.000 84.25 -10.66 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 62.1 59.2 57.2 64.964.6 65.0 72.6 63.1 57.3 57.8 65.565.3 69.8 67.9 67.1 74.273.9 Vehicle Noise:73.8 71.2 68.8 67.9 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 117 251 1,166541 122 262 1,217565 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 4 Road Name:Locust Av. Scenario:2018 Without Project 9,385 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:939 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.16 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.38 1.31 -1.20 0.000 0.000 84.25 -10.66 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.4 63.2 60.3 58.3 66.065.7 66.2 73.7 64.3 58.4 59.0 66.666.4 71.0 69.1 68.2 75.375.1 Vehicle Noise:74.9 72.4 69.9 69.1 76.376.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 111 240 1,112516 116 250 1,161539 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 6 Road Name:Locust Av. Scenario:2018 Without Project 8,964 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:896 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.36 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.58 1.31 -1.20 0.000 0.000 84.25 -10.86 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.2 63.0 60.1 58.1 65.865.5 66.0 73.5 64.1 58.2 58.8 66.466.2 70.8 68.9 68.0 75.174.9 Vehicle Noise:74.7 72.2 69.7 68.9 76.175.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 108 232 1,079501 113 243 1,126523 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Locust Av. Scenario:2018 Without Project 8,964 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:896 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.36 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.58 1.31 -1.20 0.000 0.000 84.25 -10.86 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.2 63.0 60.1 58.1 65.865.5 66.0 73.5 64.1 58.2 58.8 66.466.2 70.8 68.9 68.0 75.174.9 Vehicle Noise:74.7 72.2 69.7 68.9 76.175.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 108 232 1,079501 113 243 1,126523 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 10th St. Road Name:Locust Av. Scenario:2018 Without Project 8,714 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:871 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.48 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.71 1.31 -1.20 0.000 0.000 84.25 -10.98 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.1 62.9 60.0 58.0 65.765.4 65.9 73.4 64.0 58.1 58.7 66.366.1 70.7 68.8 67.9 75.074.7 Vehicle Noise:74.6 72.1 69.6 68.7 76.075.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 106 228 1,058491 110 238 1,105513 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 9th St. Road Name:Locust Av. Scenario:2018 Without Project 8,328 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:833 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.68 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.90 1.31 -1.20 0.000 0.000 84.25 -11.18 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.7 59.8 57.8 65.565.2 65.7 73.2 63.8 57.9 58.5 66.165.9 70.5 68.6 67.7 74.874.5 Vehicle Noise:74.4 71.9 69.4 68.6 75.875.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 103 221 1,027477 107 231 1,072498 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 8th St. Road Name:Locust Av. Scenario:2018 Without Project 8,214 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:821 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -3.74 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -13.96 1.31 -1.20 0.000 0.000 84.25 -11.24 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.8 62.6 59.7 57.7 65.565.1 65.6 73.1 63.7 57.8 58.4 66.065.9 70.4 68.5 67.6 74.874.5 Vehicle Noise:74.3 71.8 69.4 68.5 75.775.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 102 219 1,018472 106 229 1,062493 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 10 Road Name:Locust Av. Scenario:2018 Without Project 11,008 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,101 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -2.47 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -12.69 0.16 -1.20 0.000 0.000 84.25 -9.97 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 62.8 59.9 57.9 65.665.3 65.7 73.2 63.8 58.0 58.5 66.266.0 70.5 68.6 67.7 74.974.6 Vehicle Noise:74.5 71.9 69.5 68.6 75.975.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 130 279 1,297602 135 292 1,353628 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Sierra Av. Road Name:Armstrong Rd. Scenario:2018 Without Project 12,052 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,205 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance -2.07 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -12.30 -0.60 -1.20 0.000 0.000 84.25 -9.57 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 64.6 62.4 59.5 57.5 65.264.9 65.4 72.9 63.5 57.6 58.2 65.865.6 70.2 68.3 67.4 74.574.2 Vehicle Noise:74.1 71.6 69.1 68.2 75.575.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 131 283 1,314610 137 296 1,372637 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Sierra Av. Road Name:Armstrong Rd. Scenario:2018 Without Project 33,765 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,377 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 2.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -7.82 -0.60 -1.20 0.000 0.000 84.25 -5.10 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 69.0 66.9 64.0 62.0 69.769.4 69.8 77.4 67.9 62.1 62.6 70.370.1 74.6 72.7 71.8 79.078.7 Vehicle Noise:78.6 76.0 73.6 72.7 80.079.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 261 563 2,6121,212 273 587 2,7261,265 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Valley Bl. Road Name:Cedar Av. Scenario:2018 Without Project 41,865 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,187 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 3.84 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -6.38 0.41 -1.20 0.000 0.000 82.99 -3.65 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 69.5 67.4 64.5 62.5 70.269.9 70.5 78.5 68.7 62.8 63.4 71.070.8 75.8 73.9 73.0 80.279.9 Vehicle Noise:79.6 77.1 74.7 73.8 81.180.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 272 586 2,7201,262 284 612 2,8391,318 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Cedar Av. Scenario:2018 Without Project 25,487 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,549 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -8.53 0.41 -1.20 0.000 0.000 82.99 -5.81 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.4 65.2 62.3 60.3 68.167.7 68.4 76.4 66.5 60.6 61.2 68.868.6 73.7 71.8 70.9 78.077.8 Vehicle Noise:77.5 74.9 72.5 71.7 78.978.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 195 421 1,954907 204 439 2,039947 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Cedar Av. Scenario:2018 Without Project 24,028 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,403 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.43 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -8.79 0.41 -1.20 0.000 0.000 82.99 -6.07 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.1 65.0 62.1 60.1 67.867.5 68.1 76.1 66.3 60.4 60.9 68.668.4 73.4 71.5 70.6 77.877.5 Vehicle Noise:77.2 74.7 72.3 71.4 78.678.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 188 405 1,878872 196 422 1,961910 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Cedar Av. Scenario:2018 Without Project 27,382 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,738 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.00 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -8.22 0.41 -1.20 0.000 0.000 82.99 -5.50 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.7 65.5 62.6 60.6 68.468.0 68.7 76.7 66.8 60.9 61.5 69.169.0 74.0 72.1 71.2 78.378.1 Vehicle Noise:77.8 75.2 72.8 72.0 79.278.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 205 442 2,049951 214 461 2,139993 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Cedar Av. Scenario:2018 Without Project 26,000 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,600 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.78 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -8.45 0.41 -1.20 0.000 0.000 82.99 -5.72 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.5 65.3 62.4 60.4 68.167.8 68.5 76.5 66.6 60.7 61.3 68.968.7 73.8 71.9 71.0 78.177.8 Vehicle Noise:77.6 75.0 72.6 71.8 79.078.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 198 427 1,980919 207 445 2,067959 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Cedar Av. Scenario:2018 Without Project 24,363 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,436 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.49 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -8.73 0.41 -1.20 0.000 0.000 82.99 -6.01 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.2 65.0 62.1 60.1 67.967.5 68.2 76.2 66.3 60.4 61.0 68.668.5 73.5 71.6 70.7 77.877.6 Vehicle Noise:77.3 74.7 72.3 71.5 78.778.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 190 408 1,896880 198 426 1,979918 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 7th St. Road Name:Cedar Av. Scenario:2018 Without Project 25,329 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,533 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:48 feet REMEL Traffic Flow Distance 0.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -9.53 0.41 -1.20 0.000 0.000 85.38 -6.81 0.41 -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 46.400 46.209 46.228 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 70.1 67.9 65.0 63.0 70.870.4 70.7 77.8 68.8 62.9 63.5 71.170.9 75.1 73.2 72.3 79.479.1 Vehicle Noise:79.1 76.6 74.1 73.2 80.580.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 250 539 2,5001,161 261 562 2,6101,211 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o El Rivino Rd. Road Name:Rubidoux Bl. Scenario:2018 Without Project 24,260 10% 64.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,426 vehicles Centerline Dist. to Barrier: 64.0Centerline 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:58 feet REMEL Traffic Flow Distance 0.51 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.99 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 -9.72 -0.97 -1.20 0.000 0.000 85.38 -6.99 -0.97 -1.20 0.000 0.000 -4.70 -4.88 -5.31 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 57.271 57.117 57.132 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 68.5 66.4 63.5 61.5 69.268.9 69.1 76.2 67.2 61.4 61.9 69.669.4 73.5 71.6 70.7 77.977.6 Vehicle Noise:77.6 75.1 72.6 71.7 78.978.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 242 521 2,4201,123 253 544 2,5251,172 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Market St. Road Name:Rubidoux Bl. Scenario:2018 Without Project 30,298 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,030 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 1.47 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -8.75 -0.60 -1.20 0.000 0.000 85.38 -6.03 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 69.9 67.7 64.8 62.8 70.570.2 70.4 77.5 68.6 62.7 63.3 70.970.7 74.8 72.9 72.0 79.278.9 Vehicle Noise:78.9 76.4 73.9 73.0 80.380.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 274 590 2,7381,271 286 616 2,8571,326 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Slover Av. Scenario:2018 Without Project 22,124 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,212 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 0.56 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -9.66 0.16 -1.20 0.000 0.000 84.25 -6.94 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 68.0 65.8 62.9 60.9 68.668.3 68.8 76.3 66.9 61.0 61.6 69.269.0 73.6 71.7 70.8 77.977.6 Vehicle Noise:77.5 75.0 72.5 71.6 78.978.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 207 445 2,065959 216 464 2,1551,000 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Slover Av. Scenario:2018 Without Project 38,225 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,823 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 2.94 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -7.28 0.16 -1.20 0.000 0.000 84.25 -4.56 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 70.3 68.2 65.3 63.3 71.070.7 71.1 78.7 69.2 63.4 63.9 71.671.4 75.9 74.0 73.1 80.380.0 Vehicle Noise:79.9 77.3 74.9 74.0 81.381.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 297 641 2,9741,380 310 669 3,1041,441 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Slover Av. Scenario:2018 Without Project 20,757 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,076 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.29 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -9.94 0.41 -1.20 0.000 0.000 84.25 -7.21 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.9 65.8 62.9 60.9 68.668.3 68.7 76.2 66.8 61.0 61.5 69.269.0 73.5 71.6 70.7 77.977.6 Vehicle Noise:77.5 74.9 72.5 71.6 78.978.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 194 419 1,943902 203 437 2,028941 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Slover Av. Scenario:2018 Without Project 17,052 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,705 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:48 feet REMEL Traffic Flow Distance -1.03 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -11.25 0.41 -1.20 0.000 0.000 85.38 -8.52 0.41 -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 46.400 46.209 46.228 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 68.4 66.2 63.3 61.3 69.068.7 69.0 76.1 67.1 61.2 61.8 69.469.2 73.4 71.4 70.6 77.777.4 Vehicle Noise:77.4 74.9 72.4 71.5 78.878.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 192 414 1,921891 200 432 2,004930 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Cedar Av. Road Name:Slover Av. Scenario:2018 Without Project 9,618 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:962 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:48 feet REMEL Traffic Flow Distance -3.51 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -13.73 0.41 -1.20 0.000 0.000 85.38 -11.01 0.41 -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 46.400 46.209 46.228 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 65.9 63.7 60.8 58.8 66.566.2 66.5 73.6 64.6 58.7 59.3 66.966.7 70.9 68.9 68.1 75.274.9 Vehicle Noise:74.9 72.4 69.9 69.0 76.376.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 131 282 1,311609 137 295 1,368635 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Santa Ana Av. Scenario:2018 Without Project 9,505 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:951 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -2.59 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.42 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 77.72 -12.82 1.46 -1.20 0.000 0.000 82.99 -10.09 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.0 59.1 57.1 64.864.5 65.2 73.2 63.3 57.4 58.0 65.665.4 70.4 68.5 67.7 74.874.5 Vehicle Noise:74.2 71.7 69.3 68.4 75.775.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 105 227 1,052488 110 236 1,098509 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Santa Ana Av. Scenario:2018 Without Project 6,537 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:654 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -4.22 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.42 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 77.72 -14.44 1.46 -1.20 0.000 0.000 82.99 -11.72 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.5 60.3 57.5 55.5 63.262.9 63.5 71.5 61.7 55.8 56.3 64.063.8 68.8 66.9 66.0 73.272.9 Vehicle Noise:72.6 70.1 67.7 66.8 74.073.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 82 177 819380 86 184 855397 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Alder Av. Road Name:Santa Ana Av. Scenario:2018 Without Project 8,003 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:800 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.34 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -13.56 1.31 -1.20 0.000 0.000 82.99 -10.84 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 63.2 61.1 58.2 56.2 63.963.6 64.3 72.3 62.4 56.5 57.1 64.764.5 69.6 67.6 66.8 73.973.6 Vehicle Noise:73.3 70.8 68.4 67.5 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 88 189 877407 92 197 915425 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Santa Ana Av. Scenario:2018 Without Project 9,935 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:994 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -12.62 1.31 -1.20 0.000 0.000 82.99 -9.90 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.0 59.1 57.1 64.964.5 65.2 73.2 63.3 57.4 58.0 65.665.5 70.5 68.6 67.7 74.874.6 Vehicle Noise:74.3 71.7 69.3 68.5 75.775.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 101 218 1,013470 106 228 1,057491 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Locust Av. Road Name:Santa Ana Av. Scenario:2018 Without Project 9,661 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:966 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.52 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -12.75 1.31 -1.20 0.000 0.000 82.99 -10.02 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 61.9 59.0 57.0 64.764.4 65.1 73.1 63.2 57.3 57.9 65.565.3 70.4 68.5 67.6 74.774.4 Vehicle Noise:74.2 71.6 69.2 68.4 75.675.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 99 214 994461 104 224 1,038482 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Santa Ana Av. Scenario:2018 Without Project 7,237 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:724 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.78 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -14.00 1.31 -1.20 0.000 0.000 82.99 -11.28 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.8 60.6 57.8 55.8 63.563.2 63.8 71.8 61.9 56.1 56.6 64.364.1 69.1 67.2 66.3 73.573.2 Vehicle Noise:72.9 70.4 68.0 67.1 74.374.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 82 177 820381 86 184 856397 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Jurupa Av. Scenario:2018 Without Project 4,111 10% 60.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:411 vehicles Centerline Dist. to Barrier: 60.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:72 feet REMEL Traffic Flow Distance -6.23 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.13 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 77.72 -16.46 0.15 -1.20 0.000 0.000 82.99 -13.73 0.15 -1.20 0.000 0.000 -4.69 -4.88 -5.34 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.260 48.076 48.094 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 59.2 57.0 54.2 52.2 59.959.5 60.2 68.2 58.3 52.5 53.0 60.660.5 65.5 63.6 62.7 69.969.6 Vehicle Noise:69.3 66.8 64.3 63.5 70.770.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 64 138 642298 67 144 670311 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Cedar Av. Road Name:Jurupa Av. Scenario:2018 Without Project 6,737 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:674 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -4.09 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -14.31 0.41 -1.20 0.000 0.000 82.99 -11.59 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 61.6 59.4 56.6 54.6 62.362.0 62.6 70.6 60.7 54.9 55.4 63.162.9 67.9 66.0 65.1 72.372.0 Vehicle Noise:71.7 69.2 66.7 65.9 73.172.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 80 173 805373 84 181 840390 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:7th St. Scenario:2018 Without Project 6,703 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:670 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -4.62 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -14.85 0.41 -1.20 0.000 0.000 84.25 -12.12 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 63.0 60.9 58.0 56.0 63.763.4 63.8 71.3 61.9 56.1 56.6 64.364.1 68.6 66.7 65.8 73.072.7 Vehicle Noise:72.6 70.0 67.6 66.7 74.073.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 91 197 915425 95 206 955443 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Sierra Av. Scenario:2018 With Project 54,503 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,450 vehicles Centerline Dist. to Barrier: 75.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:110 feet REMEL Traffic Flow Distance 5.01 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.86% 77.8%5.0%17.2%7.36% 64.3%10.3%25.3%13.78% -0.26 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 77.72 -5.29 -0.24 -1.20 0.000 0.000 82.99 -2.57 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.1 67.9 65.0 63.0 70.770.4 71.0 79.0 69.1 63.2 63.8 71.471.2 76.3 74.4 73.5 80.680.3 Vehicle Noise:80.1 77.5 75.1 74.3 81.581.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 420 904 4,1981,948 438 944 4,3822,034 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Sierra Av. Scenario:2018 With Project 39,725 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,972 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 2.65 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.62% 77.8%5.0%17.2%7.44% 64.3%10.3%25.3%13.94% -0.26 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 -7.59 -0.24 -1.20 0.000 0.000 85.38 -4.86 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.4 69.2 66.3 64.3 72.171.7 72.0 79.1 70.1 64.2 64.8 72.472.2 76.4 74.4 73.6 80.780.4 Vehicle Noise:80.4 77.9 75.4 74.5 81.881.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 440 948 4,3992,042 459 989 4,5912,131 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Sierra Av. Scenario:2018 With Project 33,708 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,371 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 1.52 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.60% 77.8%5.0%17.2%7.45% 64.3%10.3%25.3%13.95% -0.26 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 -8.71 -0.24 -1.20 0.000 0.000 86.40 -5.99 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.8 69.7 66.8 64.8 72.572.2 72.3 79.0 70.4 64.5 65.1 72.772.5 76.3 74.3 73.5 80.680.3 Vehicle Noise:80.5 78.0 75.4 74.5 81.881.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 440 948 4,4022,043 459 990 4,5942,132 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Locust Av. Scenario:2018 With Project 8,346 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:835 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.35 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%82.89% 77.8%5.0%17.2%5.96% 64.3%10.3%25.3%11.15% 1.28 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 75.75 -13.78 1.31 -1.20 0.000 0.000 81.57 -11.06 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.0 59.9 57.0 55.0 62.762.4 62.1 70.6 60.2 54.3 54.9 62.562.3 67.9 66.0 65.1 72.372.0 Vehicle Noise:71.7 69.1 66.8 65.9 73.172.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 68 146 680316 71 153 710329 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Locust Av. Scenario:2018 With Project 12,642 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,264 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -0.54 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%82.89% 77.8%5.0%17.2%5.96% 64.3%10.3%25.3%11.15% 1.28 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 75.75 -11.98 1.31 -1.20 0.000 0.000 81.57 -9.25 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 63.8 61.7 58.8 56.8 64.564.2 63.9 72.4 62.0 56.1 56.7 64.364.1 69.7 67.8 66.9 74.173.8 Vehicle Noise:73.5 70.9 68.6 67.7 74.974.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 90 193 896416 94 202 936434 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Locust Av. Scenario:2018 With Project 13,058 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,306 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -1.73 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.51% 77.8%5.0%17.2%6.39% 64.3%10.3%25.3%15.10% 0.14 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 -12.62 0.16 -1.20 0.000 0.000 84.25 -8.89 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 65.7 63.5 60.6 58.6 66.366.0 65.8 74.3 63.9 58.0 58.6 66.266.0 71.6 69.7 68.8 76.075.7 Vehicle Noise:75.4 72.8 70.5 69.6 76.876.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 150 323 1,499696 157 337 1,565727 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 4 Road Name:Locust Av. Scenario:2018 With Project 12,692 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,269 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.85 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.64% 77.8%5.0%17.2%6.45% 64.3%10.3%25.3%14.91% 1.28 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 -12.71 1.31 -1.20 0.000 0.000 84.25 -9.07 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.7 64.5 61.6 59.6 67.467.0 66.9 75.3 65.0 59.1 59.7 67.367.1 72.6 70.7 69.8 76.976.7 Vehicle Noise:76.4 73.8 71.4 70.6 77.877.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 139 301 1,395647 146 314 1,456676 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 6 Road Name:Locust Av. Scenario:2018 With Project 12,223 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,222 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.99 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.95% 77.8%5.0%17.2%6.37% 64.3%10.3%25.3%14.67% 1.28 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 -12.92 1.31 -1.20 0.000 0.000 84.25 -9.30 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.5 64.4 61.5 59.5 67.266.9 66.6 75.1 64.8 58.9 59.4 67.166.9 72.4 70.4 69.6 76.776.4 Vehicle Noise:76.1 73.6 71.2 70.3 77.677.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 135 290 1,348626 141 303 1,407653 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Locust Av. Scenario:2018 With Project 12,060 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,206 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.07 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.67% 77.8%5.0%17.2%6.46% 64.3%10.3%25.3%14.87% 1.28 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 -12.92 1.31 -1.20 0.000 0.000 84.25 -9.30 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.5 64.3 61.4 59.4 67.166.8 66.6 75.1 64.8 58.9 59.4 67.166.9 72.4 70.4 69.6 76.776.4 Vehicle Noise:76.1 73.6 71.2 70.3 77.677.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 135 290 1,346625 141 303 1,406652 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 10th St. Road Name:Locust Av. Scenario:2018 With Project 11,810 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,181 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.16 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.67% 77.8%5.0%17.2%6.44% 64.3%10.3%25.3%14.89% 1.28 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 -13.03 1.31 -1.20 0.000 0.000 84.25 -9.39 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.4 64.2 61.3 59.3 67.166.7 66.5 75.0 64.7 58.8 59.3 67.066.8 72.3 70.3 69.5 76.676.3 Vehicle Noise:76.1 73.5 71.1 70.2 77.577.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 133 286 1,328617 139 299 1,387644 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 9th St. Road Name:Locust Av. Scenario:2018 With Project 11,424 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,142 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.30 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.67% 77.8%5.0%17.2%6.40% 64.3%10.3%25.3%14.92% 1.28 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 -13.19 1.31 -1.20 0.000 0.000 84.25 -9.52 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.2 64.1 61.2 59.2 66.966.6 66.4 74.8 64.5 58.6 59.2 66.866.6 72.1 70.2 69.3 76.576.2 Vehicle Noise:75.9 73.4 71.0 70.1 77.377.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 130 280 1,300604 136 292 1,358630 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 8th St. Road Name:Locust Av. Scenario:2018 With Project 10,945 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,095 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.34 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.30% 77.8%5.0%17.2%6.04% 64.3%10.3%25.3%12.66% 1.28 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 -13.63 1.31 -1.20 0.000 0.000 84.25 -10.42 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.2 64.0 61.1 59.1 66.966.5 65.9 73.9 64.0 58.2 58.7 66.466.2 71.2 69.3 68.4 75.675.3 Vehicle Noise:75.2 72.6 70.2 69.3 76.676.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 115 249 1,155536 121 260 1,206560 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 10 Road Name:Locust Av. Scenario:2018 With Project 12,445 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,244 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -1.81 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.84% 77.8%5.0%17.2%6.63% 64.3%10.3%25.3%12.52% 0.14 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 -12.67 0.16 -1.20 0.000 0.000 84.25 -9.91 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 65.6 63.4 60.5 58.5 66.365.9 65.7 73.3 63.9 58.0 58.5 66.266.0 70.6 68.7 67.8 74.974.7 Vehicle Noise:74.6 72.1 69.6 68.7 76.075.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 132 284 1,319612 138 297 1,377639 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Sierra Av. Road Name:Armstrong Rd. Scenario:2018 With Project 13,682 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,368 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance -1.38 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.12% 77.8%5.0%17.2%6.57% 64.3%10.3%25.3%12.31% -0.62 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 -12.30 -0.60 -1.20 0.000 0.000 84.25 -9.57 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 65.3 63.1 60.2 58.2 65.965.6 65.4 72.9 63.5 57.6 58.2 65.865.6 70.2 68.3 67.4 74.574.2 Vehicle Noise:74.2 71.7 69.2 68.3 75.675.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 133 286 1,328617 139 299 1,387644 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Sierra Av. Road Name:Armstrong Rd. Scenario:2018 With Project 35,341 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,534 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 2.65 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.52% 77.8%5.0%17.2%7.13% 64.3%10.3%25.3%13.35% -0.62 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 -7.82 -0.60 -1.20 0.000 0.000 84.25 -5.10 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 69.3 67.1 64.2 62.2 70.069.6 69.8 77.4 67.9 62.1 62.6 70.370.1 74.6 72.7 71.8 79.078.7 Vehicle Noise:78.6 76.1 73.6 72.7 80.079.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 262 565 2,6221,217 274 590 2,7361,270 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Valley Bl. Road Name:Cedar Av. Scenario:2018 With Project 42,745 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,274 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 3.90 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.96% 77.8%5.0%17.2%7.49% 64.3%10.3%25.3%14.55% 0.38 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 77.72 -6.27 0.41 -1.20 0.000 0.000 82.99 -3.39 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 69.6 67.4 64.5 62.5 70.369.9 70.7 78.8 68.8 62.9 63.5 71.170.9 76.1 74.2 73.3 80.580.2 Vehicle Noise:79.9 77.3 74.9 74.1 81.381.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 282 607 2,8191,309 294 634 2,9431,366 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Cedar Av. Scenario:2018 With Project 27,168 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,717 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.93 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.90% 77.8%5.0%17.2%7.34% 64.3%10.3%25.3%14.76% 0.38 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 77.72 -8.33 0.41 -1.20 0.000 0.000 82.99 -5.29 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.6 65.5 62.6 60.6 68.368.0 68.6 76.9 66.7 60.8 61.4 69.068.9 74.2 72.3 71.4 78.678.3 Vehicle Noise:77.9 75.4 73.0 72.1 79.479.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 210 452 2,098974 219 472 2,1901,016 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Cedar Av. Scenario:2018 With Project 24,622 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,462 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.45 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%76.89% 77.8%5.0%17.2%7.65% 64.3%10.3%25.3%15.46% 0.38 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 77.72 -8.57 0.41 -1.20 0.000 0.000 82.99 -5.52 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.1 65.0 62.1 60.1 67.867.5 68.4 76.7 66.5 60.6 61.2 68.868.6 74.0 72.1 71.2 78.378.0 Vehicle Noise:77.7 75.1 72.7 71.9 79.178.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 202 435 2,019937 211 454 2,108978 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Cedar Av. Scenario:2018 With Project 28,000 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,800 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.01 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.02% 77.8%5.0%17.2%7.64% 64.3%10.3%25.3%15.34% 0.38 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 77.72 -8.02 0.41 -1.20 0.000 0.000 82.99 -5.00 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.7 65.5 62.7 60.7 68.468.1 68.9 77.2 67.0 61.1 61.7 69.369.2 74.5 72.6 71.7 78.978.6 Vehicle Noise:78.2 75.7 73.3 72.4 79.679.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 219 472 2,1911,017 229 493 2,2871,061 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Cedar Av. Scenario:2018 With Project 26,511 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,651 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.82 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.87% 77.8%5.0%17.2%7.51% 64.3%10.3%25.3%14.62% 0.38 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 77.72 -8.34 0.41 -1.20 0.000 0.000 82.99 -5.44 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.5 65.4 62.5 60.5 68.267.9 68.6 76.8 66.7 60.8 61.4 69.068.8 74.1 72.1 71.3 78.478.1 Vehicle Noise:77.8 75.3 72.9 72.0 79.279.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 206 443 2,056954 215 462 2,146996 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Cedar Av. Scenario:2018 With Project 24,874 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,487 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.54 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.82% 77.8%5.0%17.2%7.51% 64.3%10.3%25.3%14.67% 0.38 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 77.72 -8.61 0.41 -1.20 0.000 0.000 82.99 -5.70 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.2 65.1 62.2 60.2 67.967.6 68.3 76.5 66.4 60.6 61.1 68.868.6 73.8 71.9 71.0 78.177.9 Vehicle Noise:77.5 75.0 72.6 71.7 79.078.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 197 425 1,974916 206 444 2,060956 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 7th St. Road Name:Cedar Av. Scenario:2018 With Project 26,655 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,666 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:48 feet REMEL Traffic Flow Distance 0.91 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.53% 77.8%5.0%17.2%7.28% 64.3%10.3%25.3%14.19% 0.38 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 -9.42 0.41 -1.20 0.000 0.000 85.38 -6.52 0.41 -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 46.400 46.209 46.228 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 70.3 68.1 65.2 63.3 71.070.6 70.8 78.1 68.9 63.0 63.6 71.271.0 75.4 73.4 72.6 79.779.4 Vehicle Noise:79.4 76.9 74.4 73.5 80.880.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 260 561 2,6031,208 272 585 2,7171,261 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o El Rivino Rd. Road Name:Rubidoux Bl. Scenario:2018 With Project 25,369 10% 64.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,537 vehicles Centerline Dist. to Barrier: 64.0Centerline 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:58 feet REMEL Traffic Flow Distance 0.69 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.34% 77.8%5.0%17.2%7.33% 64.3%10.3%25.3%14.32% -0.99 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 -9.60 -0.97 -1.20 0.000 0.000 85.38 -6.69 -0.97 -1.20 0.000 0.000 -4.70 -4.88 -5.31 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 57.271 57.117 57.132 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 68.7 66.5 63.6 61.7 69.469.0 69.2 76.5 67.4 61.5 62.0 69.769.5 73.8 71.9 71.0 78.277.9 Vehicle Noise:77.8 75.3 72.8 72.0 79.278.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 252 543 2,5211,170 263 567 2,6321,222 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Market St. Road Name:Rubidoux Bl. Scenario:2018 With Project 30,463 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,046 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 1.48 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.31% 77.8%5.0%17.2%7.49% 64.3%10.3%25.3%14.20% -0.62 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 -8.71 -0.60 -1.20 0.000 0.000 85.38 -5.93 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 69.9 67.7 64.8 62.8 70.570.2 70.5 77.6 68.6 62.7 63.3 70.970.7 74.9 73.0 72.1 79.379.0 Vehicle Noise:79.0 76.5 74.0 73.1 80.480.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 277 597 2,7711,286 289 623 2,8921,342 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Slover Av. Scenario:2018 With Project 22,559 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,256 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 0.67 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.98% 77.8%5.0%17.2%7.32% 64.3%10.3%25.3%13.70% 0.14 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 -9.66 0.16 -1.20 0.000 0.000 84.25 -6.94 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 68.1 65.9 63.0 61.0 68.768.4 68.8 76.3 66.9 61.0 61.6 69.269.0 73.6 71.7 70.8 77.977.6 Vehicle Noise:77.5 75.0 72.5 71.7 78.978.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 207 446 2,068960 216 465 2,1591,002 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Slover Av. Scenario:2018 With Project 39,149 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,915 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 3.07 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.07% 77.8%5.0%17.2%7.29% 64.3%10.3%25.3%13.64% 0.14 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 -7.28 0.16 -1.20 0.000 0.000 84.25 -4.56 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 70.5 68.3 65.4 63.4 71.170.8 71.1 78.7 69.2 63.4 63.9 71.671.4 75.9 74.0 73.1 80.380.0 Vehicle Noise:79.9 77.4 74.9 74.0 81.381.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 298 642 2,9791,383 311 670 3,1091,443 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Slover Av. Scenario:2018 With Project 21,246 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,125 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 0.41 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.06% 77.8%5.0%17.2%7.29% 64.3%10.3%25.3%13.65% 0.38 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 -9.94 0.41 -1.20 0.000 0.000 84.25 -7.21 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.1 65.9 63.0 61.0 68.768.4 68.7 76.2 66.8 61.0 61.5 69.269.0 73.5 71.6 70.7 77.977.6 Vehicle Noise:77.5 75.0 72.5 71.6 78.978.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 195 419 1,947904 203 438 2,032943 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Slover Av. Scenario:2018 With Project 18,247 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,825 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:48 feet REMEL Traffic Flow Distance -0.65 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.97% 77.8%5.0%17.2%6.97% 64.3%10.3%25.3%13.06% 0.38 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 -11.25 0.41 -1.20 0.000 0.000 85.38 -8.52 0.41 -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 46.400 46.209 46.228 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 68.7 66.6 63.7 61.7 69.469.1 69.0 76.1 67.1 61.2 61.8 69.469.2 73.4 71.4 70.6 77.777.4 Vehicle Noise:77.5 75.0 72.4 71.6 78.878.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 193 416 1,933897 202 435 2,017936 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Cedar Av. Road Name:Slover Av. Scenario:2018 With Project 9,618 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:962 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:48 feet REMEL Traffic Flow Distance -3.51 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -13.73 0.41 -1.20 0.000 0.000 85.38 -11.01 0.41 -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 46.400 46.209 46.228 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 65.9 63.7 60.8 58.8 66.566.2 66.5 73.6 64.6 58.7 59.3 66.966.7 70.9 68.9 68.1 75.274.9 Vehicle Noise:74.9 72.4 69.9 69.0 76.376.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 131 282 1,311609 137 295 1,368635 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Santa Ana Av. Scenario:2018 With Project 9,668 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:967 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -2.50 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.92% 77.8%5.0%17.2%7.34% 64.3%10.3%25.3%13.74% 1.42 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 77.72 -12.82 1.46 -1.20 0.000 0.000 82.99 -10.09 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.1 59.2 57.2 64.964.6 65.2 73.2 63.3 57.4 58.0 65.665.4 70.4 68.5 67.7 74.874.5 Vehicle Noise:74.3 71.7 69.3 68.4 75.775.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 105 227 1,053489 110 237 1,099510 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Santa Ana Av. Scenario:2018 With Project 6,863 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:686 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.95 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.58% 77.8%5.0%17.2%7.11% 64.3%10.3%25.3%13.31% 1.42 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 77.72 -14.44 1.46 -1.20 0.000 0.000 82.99 -11.72 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.8 60.6 57.7 55.7 63.563.1 63.5 71.5 61.7 55.8 56.3 64.063.8 68.8 66.9 66.0 73.272.9 Vehicle Noise:72.6 70.1 67.7 66.8 74.173.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 82 177 822382 86 185 858398 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Alder Av. Road Name:Santa Ana Av. Scenario:2018 With Project 8,329 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:833 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.12 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.40% 77.8%5.0%17.2%7.17% 64.3%10.3%25.3%13.43% 1.28 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 77.72 -13.56 1.31 -1.20 0.000 0.000 82.99 -10.84 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 63.5 61.3 58.4 56.4 64.163.8 64.3 72.3 62.4 56.5 57.1 64.764.5 69.6 67.6 66.8 73.973.6 Vehicle Noise:73.4 70.8 68.4 67.5 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 88 189 879408 92 198 918426 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Santa Ana Av. Scenario:2018 With Project 10,750 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,075 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -1.97 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.19% 77.8%5.0%17.2%6.90% 64.3%10.3%25.3%12.91% 1.28 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 77.72 -12.62 1.31 -1.20 0.000 0.000 82.99 -9.90 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.6 62.5 59.6 57.6 65.365.0 65.2 73.2 63.3 57.4 58.0 65.665.5 70.5 68.6 67.7 74.874.6 Vehicle Noise:74.3 71.8 69.4 68.5 75.775.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 102 219 1,018473 106 229 1,063493 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Locust Av. Road Name:Santa Ana Av. Scenario:2018 With Project 10,476 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,048 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.08 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.23% 77.8%5.0%17.2%6.88% 64.3%10.3%25.3%12.89% 1.28 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 77.72 -12.75 1.31 -1.20 0.000 0.000 82.99 -10.02 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.5 62.3 59.5 57.5 65.264.9 65.1 73.1 63.2 57.3 57.9 65.565.3 70.4 68.5 67.6 74.774.4 Vehicle Noise:74.2 71.7 69.3 68.4 75.675.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 100 215 1,000464 104 225 1,044484 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Santa Ana Av. Scenario:2018 With Project 7,299 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:730 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -3.74 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.64% 77.8%5.0%17.2%7.41% 64.3%10.3%25.3%13.95% 1.28 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 77.72 -13.99 1.31 -1.20 0.000 0.000 82.99 -11.25 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 62.9 60.7 57.8 55.8 63.563.2 63.8 71.9 62.0 56.1 56.6 64.364.1 69.1 67.2 66.4 73.573.2 Vehicle Noise:72.9 70.4 68.0 67.1 74.474.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 82 177 824382 86 185 860399 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Jurupa Av. Scenario:2018 With Project 5,285 10% 60.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:529 vehicles Centerline Dist. to Barrier: 60.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:72 feet REMEL Traffic Flow Distance -5.75 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%68.30% 77.8%5.0%17.2%8.34% 64.3%10.3%25.3%23.36% 0.13 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 77.72 -14.88 0.15 -1.20 0.000 0.000 82.99 -10.41 0.15 -1.20 0.000 0.000 -4.69 -4.88 -5.34 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.260 48.076 48.094 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 59.7 57.5 54.6 52.6 60.460.0 61.8 71.5 59.9 54.0 54.6 62.262.0 68.8 66.9 66.0 73.272.9 Vehicle Noise:72.2 69.6 67.4 66.5 73.773.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 102 219 1,017472 106 229 1,062493 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Cedar Av. Road Name:Jurupa Av. Scenario:2018 With Project 7,911 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:791 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.79 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%71.71% 77.8%5.0%17.2%8.05% 64.3%10.3%25.3%20.24% 0.38 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 77.72 -13.29 0.41 -1.20 0.000 0.000 82.99 -9.28 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 61.9 59.7 56.9 54.9 62.662.3 63.6 72.9 61.8 55.9 56.4 64.163.9 70.2 68.3 67.4 74.674.3 Vehicle Noise:73.7 71.1 68.8 68.0 75.274.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 110 238 1,104512 115 248 1,152535 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:7th St. Scenario:2018 With Project 7,572 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:757 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.96 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%81.02% 77.8%5.0%17.2%6.61% 64.3%10.3%25.3%12.37% 0.38 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 -14.85 0.41 -1.20 0.000 0.000 84.25 -12.12 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 61.5 58.6 56.6 64.464.0 63.8 71.3 61.9 56.1 56.6 64.364.1 68.6 66.7 65.8 73.072.7 Vehicle Noise:72.6 70.1 67.7 66.8 74.073.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 92 199 924429 96 208 965448 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Sierra Av. Scenario:2040 Without Project 67,166 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:6,717 vehicles Centerline Dist. to Barrier: 75.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:110 feet REMEL Traffic Flow Distance 5.90 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 77.72 -4.32 -0.24 -1.20 0.000 0.000 82.99 -1.60 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.9 68.8 65.9 63.9 71.671.3 72.0 80.0 70.1 64.2 64.8 72.472.2 77.2 75.3 74.4 81.681.3 Vehicle Noise:81.0 78.5 76.1 75.2 82.582.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 487 1,048 4,8662,258 508 1,094 5,0792,357 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Sierra Av. Scenario:2040 Without Project 51,106 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,111 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 3.74 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 -6.48 -0.24 -1.20 0.000 0.000 85.38 -3.76 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.3 67.4 65.4 73.272.8 73.1 80.2 71.2 65.3 65.9 73.573.3 77.5 75.6 74.7 81.881.5 Vehicle Noise:81.5 79.0 76.5 75.6 82.982.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 521 1,123 5,2122,419 544 1,172 5,4392,525 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Sierra Av. Scenario:2040 Without Project 42,354 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,235 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 2.51 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.26 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 -7.71 -0.24 -1.20 0.000 0.000 86.40 -4.99 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.7 67.8 65.8 73.573.2 73.3 80.0 71.4 65.5 66.1 73.773.5 77.3 75.3 74.5 81.681.3 Vehicle Noise:81.4 79.0 76.4 75.5 82.882.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 513 1,105 5,1302,381 535 1,153 5,3542,485 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Locust Av. Scenario:2040 Without Project 18,386 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,839 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance 0.85 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 75.75 -9.37 1.31 -1.20 0.000 0.000 81.57 -6.65 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.2 63.1 60.2 58.2 65.965.6 66.5 75.0 64.6 58.7 59.3 66.966.7 72.3 70.4 69.5 76.776.4 Vehicle Noise:76.0 73.4 71.1 70.2 77.477.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 132 284 1,318612 138 296 1,376639 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Locust Av. Scenario:2040 Without Project 21,298 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,130 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance 1.49 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 75.75 -8.73 1.31 -1.20 0.000 0.000 81.57 -6.01 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.9 63.7 60.8 58.8 66.566.2 67.1 75.7 65.2 59.4 59.9 67.667.4 73.0 71.0 70.2 77.377.0 Vehicle Noise:76.6 74.1 71.7 70.8 78.177.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 145 313 1,454675 152 327 1,517704 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Locust Av. Scenario:2040 Without Project 14,401 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,440 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -1.30 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -11.52 0.16 -1.20 0.000 0.000 84.25 -8.80 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 66.1 63.9 61.0 59.0 66.866.4 66.9 74.4 65.0 59.1 59.7 67.367.1 71.7 69.8 68.9 76.175.8 Vehicle Noise:75.6 73.1 70.7 69.8 77.076.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 155 334 1,551720 162 349 1,619751 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 4 Road Name:Locust Av. Scenario:2040 Without Project 14,401 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,440 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.30 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -11.52 1.31 -1.20 0.000 0.000 84.25 -8.80 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 67.2 65.1 62.2 60.2 67.967.6 68.0 75.6 66.2 60.3 60.8 68.568.3 72.9 70.9 70.1 77.276.9 Vehicle Noise:76.8 74.3 71.8 70.9 78.277.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 148 319 1,480687 154 333 1,544717 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 6 Road Name:Locust Av. Scenario:2040 Without Project 12,429 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,243 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.94 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -12.16 1.31 -1.20 0.000 0.000 84.25 -9.44 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.6 64.4 61.5 59.5 67.366.9 67.4 74.9 65.5 59.6 60.2 67.867.7 72.2 70.3 69.4 76.676.3 Vehicle Noise:76.1 73.6 71.2 70.3 77.577.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 134 289 1,341623 140 302 1,400650 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Locust Av. Scenario:2040 Without Project 12,429 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,243 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.94 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -12.16 1.31 -1.20 0.000 0.000 84.25 -9.44 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.6 64.4 61.5 59.5 67.366.9 67.4 74.9 65.5 59.6 60.2 67.867.7 72.2 70.3 69.4 76.676.3 Vehicle Noise:76.1 73.6 71.2 70.3 77.577.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 134 289 1,341623 140 302 1,400650 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 10th St. Road Name:Locust Av. Scenario:2040 Without Project 11,625 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,163 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.23 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -12.45 1.31 -1.20 0.000 0.000 84.25 -9.73 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.3 64.1 61.3 59.3 67.066.6 67.1 74.6 65.2 59.4 59.9 67.567.4 71.9 70.0 69.1 76.376.0 Vehicle Noise:75.8 73.3 70.9 70.0 77.277.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 128 276 1,283595 134 288 1,339621 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 9th St. Road Name:Locust Av. Scenario:2040 Without Project 15,386 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,539 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.01 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -11.24 1.31 -1.20 0.000 0.000 84.25 -8.51 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 67.5 65.4 62.5 60.5 68.267.9 68.3 75.8 66.4 60.6 61.1 68.868.6 73.1 71.2 70.3 77.577.2 Vehicle Noise:77.1 74.5 72.1 71.2 78.578.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 155 333 1,546718 161 348 1,614749 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 8th St. Road Name:Locust Av. Scenario:2040 Without Project 10,950 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,095 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -2.49 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 -12.71 1.31 -1.20 0.000 0.000 84.25 -9.99 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.0 63.9 61.0 59.0 66.766.4 66.8 74.4 65.0 59.1 59.7 67.367.1 71.7 69.7 68.9 76.075.7 Vehicle Noise:75.6 73.1 70.6 69.7 77.076.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 123 266 1,233572 129 277 1,286597 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 10 Road Name:Locust Av. Scenario:2040 Without Project 14,322 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,432 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -1.33 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -11.55 0.16 -1.20 0.000 0.000 84.25 -8.82 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 66.1 63.9 61.0 59.0 66.766.4 66.9 74.4 65.0 59.1 59.7 67.367.1 71.7 69.8 68.9 76.075.7 Vehicle Noise:75.6 73.1 70.6 69.8 77.076.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 155 333 1,545717 161 348 1,613749 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Sierra Av. Road Name:Armstrong Rd. Scenario:2040 Without Project 30,264 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,026 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 1.92 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -8.30 -0.60 -1.20 0.000 0.000 84.25 -5.58 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.6 66.4 63.5 61.5 69.268.9 69.4 76.9 67.5 61.6 62.2 69.869.6 74.2 72.3 71.4 78.578.2 Vehicle Noise:78.1 75.6 73.1 72.2 79.579.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 243 523 2,4281,127 253 546 2,5341,176 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Sierra Av. Road Name:Armstrong Rd. Scenario:2040 Without Project 50,087 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,009 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 4.11 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -6.11 -0.60 -1.20 0.000 0.000 84.25 -3.39 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.6 65.7 63.7 71.471.1 71.5 79.1 69.7 63.8 64.3 72.071.8 76.4 74.4 73.6 80.780.4 Vehicle Noise:80.3 77.8 75.3 74.4 81.781.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 340 732 3,3971,577 355 764 3,5461,646 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Valley Bl. Road Name:Cedar Av. Scenario:2040 Without Project 58,564 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,856 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 5.30 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -4.92 0.41 -1.20 0.000 0.000 82.99 -2.20 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 71.0 68.8 65.9 63.9 71.771.3 72.0 80.0 70.1 64.2 64.8 72.472.3 77.3 75.4 74.5 81.681.4 Vehicle Noise:81.1 78.5 76.1 75.3 82.582.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 340 733 3,4021,579 355 765 3,5511,648 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Cedar Av. Scenario:2040 Without Project 32,156 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,216 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.70 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -7.52 0.41 -1.20 0.000 0.000 82.99 -4.80 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.4 66.2 63.3 61.3 69.168.7 69.4 77.4 67.5 61.6 62.2 69.869.7 74.7 72.8 71.9 79.078.8 Vehicle Noise:78.5 75.9 73.5 72.7 79.979.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 228 491 2,2811,059 238 513 2,3811,105 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Cedar Av. Scenario:2040 Without Project 27,262 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,726 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.98 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -8.24 0.41 -1.20 0.000 0.000 82.99 -5.52 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.7 65.5 62.6 60.6 68.368.0 68.7 76.7 66.8 60.9 61.5 69.168.9 74.0 72.1 71.2 78.378.0 Vehicle Noise:77.8 75.2 72.8 72.0 79.278.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 204 440 2,043948 213 460 2,133990 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Cedar Av. Scenario:2040 Without Project 34,412 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,441 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.99 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -7.23 0.41 -1.20 0.000 0.000 82.99 -4.51 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.7 66.5 63.6 61.6 69.469.0 69.7 77.7 67.8 61.9 62.5 70.170.0 75.0 73.1 72.2 79.379.1 Vehicle Noise:78.8 76.2 73.8 73.0 80.279.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 239 514 2,3871,108 249 537 2,4911,156 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Cedar Av. Scenario:2040 Without Project 33,162 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,316 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.83 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -7.39 0.41 -1.20 0.000 0.000 82.99 -4.67 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.5 66.4 63.5 61.5 69.268.9 69.5 77.5 67.7 61.8 62.3 70.069.8 74.8 72.9 72.0 79.278.9 Vehicle Noise:78.6 76.1 73.7 72.8 80.079.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 233 502 2,3281,081 243 524 2,4301,128 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Cedar Av. Scenario:2040 Without Project 30,951 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,095 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.53 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -7.69 0.41 -1.20 0.000 0.000 82.99 -4.97 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.2 66.1 63.2 61.2 68.968.6 69.2 77.2 67.4 61.5 62.0 69.769.5 74.5 72.6 71.7 78.978.6 Vehicle Noise:78.3 75.8 73.4 72.5 79.779.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 222 479 2,2241,032 232 500 2,3211,077 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 7th St. Road Name:Cedar Av. Scenario:2040 Without Project 32,854 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,285 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:48 feet REMEL Traffic Flow Distance 1.82 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -8.40 0.41 -1.20 0.000 0.000 85.38 -5.68 0.41 -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 46.400 46.209 46.228 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 69.0 66.2 64.2 71.971.6 71.8 78.9 69.9 64.1 64.6 72.272.1 76.2 74.3 73.4 80.680.3 Vehicle Noise:80.3 77.7 75.2 74.4 81.681.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 297 641 2,9741,380 310 669 3,1041,441 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o El Rivino Rd. Road Name:Rubidoux Bl. Scenario:2040 Without Project 31,434 10% 64.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,143 vehicles Centerline Dist. to Barrier: 64.0Centerline 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:58 feet REMEL Traffic Flow Distance 1.63 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.99 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 -8.59 -0.97 -1.20 0.000 0.000 85.38 -5.87 -0.97 -1.20 0.000 0.000 -4.70 -4.88 -5.31 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 57.271 57.117 57.132 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 69.6 67.5 64.6 62.6 70.370.0 70.2 77.3 68.4 62.5 63.0 70.770.5 74.6 72.7 71.8 79.078.7 Vehicle Noise:78.7 76.2 73.7 72.8 80.179.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 288 620 2,8761,335 300 647 3,0021,393 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Market St. Road Name:Rubidoux Bl. Scenario:2040 Without Project 37,612 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,761 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 2.41 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% -0.62 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 -7.81 -0.60 -1.20 0.000 0.000 85.38 -5.09 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.6 65.7 63.7 71.571.1 71.4 78.5 69.5 63.6 64.2 71.871.6 75.8 73.9 73.0 80.179.8 Vehicle Noise:79.8 77.3 74.8 74.0 81.280.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 316 681 3,1621,468 330 711 3,3011,532 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Slover Av. Scenario:2040 Without Project 32,987 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,299 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 2.30 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -7.92 0.16 -1.20 0.000 0.000 84.25 -5.20 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 69.7 67.5 64.6 62.6 70.470.0 70.5 78.0 68.6 62.7 63.3 70.970.7 75.3 73.4 72.5 79.779.4 Vehicle Noise:79.2 76.7 74.2 73.4 80.680.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 270 581 2,6951,251 281 606 2,8131,306 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Slover Av. Scenario:2040 Without Project 49,561 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,956 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 4.07 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.14 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 -6.16 0.16 -1.20 0.000 0.000 84.25 -3.43 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 69.3 66.4 64.4 72.171.8 72.3 79.8 70.4 64.5 65.1 72.772.5 77.1 75.2 74.3 81.481.1 Vehicle Noise:81.0 78.5 76.0 75.2 82.482.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 354 762 3,5361,641 369 795 3,6901,713 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Slover Av. Scenario:2040 Without Project 26,164 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,616 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.29 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -8.93 0.41 -1.20 0.000 0.000 84.25 -6.21 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.9 66.8 63.9 61.9 69.669.3 69.7 77.3 67.8 62.0 62.5 70.270.0 74.5 72.6 71.7 78.978.6 Vehicle Noise:78.5 75.9 73.5 72.6 79.979.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 227 489 2,2681,053 237 510 2,3671,099 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Slover Av. Scenario:2040 Without Project 23,759 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,376 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:48 feet REMEL Traffic Flow Distance 0.42 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -9.81 0.41 -1.20 0.000 0.000 85.38 -7.08 0.41 -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 46.400 46.209 46.228 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 69.8 67.6 64.7 62.8 70.570.1 70.4 77.5 68.5 62.6 63.2 70.870.7 74.8 72.9 72.0 79.178.9 Vehicle Noise:78.9 76.3 73.8 73.0 80.280.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 240 516 2,3961,112 250 539 2,5011,161 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Cedar Av. Road Name:Slover Av. Scenario:2040 Without Project 12,035 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,204 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:48 feet REMEL Traffic Flow Distance -2.54 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -12.76 0.41 -1.20 0.000 0.000 85.38 -10.04 0.41 -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 46.400 46.209 46.228 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 66.8 64.7 61.8 59.8 67.567.2 67.4 74.5 65.6 59.7 60.3 67.967.7 71.8 69.9 69.0 76.275.9 Vehicle Noise:75.9 73.4 70.9 70.0 77.377.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 152 328 1,522707 159 342 1,589738 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Santa Ana Av. Scenario:2040 Without Project 11,279 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,128 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -1.85 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.42 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 77.72 -12.07 1.46 -1.20 0.000 0.000 82.99 -9.35 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 62.7 59.8 57.8 65.665.2 65.9 73.9 64.0 58.1 58.7 66.366.2 71.2 69.3 68.4 75.575.3 Vehicle Noise:75.0 72.4 70.0 69.2 76.476.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 118 254 1,179547 123 265 1,230571 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Santa Ana Av. Scenario:2040 Without Project 7,398 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:740 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.68 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.42 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 77.72 -13.91 1.46 -1.20 0.000 0.000 82.99 -11.18 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 63.1 60.9 58.0 56.0 63.763.4 64.1 72.1 62.2 56.3 56.9 64.564.3 69.4 67.4 66.6 73.773.4 Vehicle Noise:73.2 70.6 68.2 67.3 74.674.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 89 192 890413 93 200 929431 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Alder Av. Road Name:Santa Ana Av. Scenario:2040 Without Project 10,635 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,064 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.11 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -12.33 1.31 -1.20 0.000 0.000 82.99 -9.61 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.5 62.3 59.4 57.4 65.264.8 65.5 73.5 63.6 57.7 58.3 65.965.8 70.8 68.9 68.0 75.174.9 Vehicle Noise:74.6 72.0 69.6 68.8 76.075.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 106 228 1,060492 111 238 1,106513 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Santa Ana Av. Scenario:2040 Without Project 13,245 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,325 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -1.15 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -11.38 1.31 -1.20 0.000 0.000 82.99 -8.65 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.4 63.3 60.4 58.4 66.165.8 66.5 74.4 64.6 58.7 59.3 66.966.7 71.7 69.8 68.9 76.175.8 Vehicle Noise:75.5 73.0 70.6 69.7 77.076.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 123 264 1,227569 128 276 1,280594 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Locust Av. Road Name:Santa Ana Av. Scenario:2040 Without Project 12,875 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,288 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -1.28 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -11.50 1.31 -1.20 0.000 0.000 82.99 -8.78 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.3 63.1 60.3 58.3 66.065.7 66.3 74.3 64.4 58.6 59.1 66.866.6 71.6 69.7 68.8 76.075.7 Vehicle Noise:75.4 72.9 70.5 69.6 76.876.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 120 259 1,204559 126 271 1,257583 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Santa Ana Av. Scenario:2040 Without Project 9,637 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:964 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.53 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 1.28 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 77.72 -12.76 1.31 -1.20 0.000 0.000 82.99 -10.03 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 61.9 59.0 57.0 64.764.4 65.1 73.1 63.2 57.3 57.9 65.565.3 70.4 68.4 67.6 74.774.4 Vehicle Noise:74.2 71.6 69.2 68.3 75.675.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 99 214 992461 104 223 1,036481 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Jurupa Av. Scenario:2040 Without Project 10,533 10% 60.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,053 vehicles Centerline Dist. to Barrier: 60.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:72 feet REMEL Traffic Flow Distance -2.15 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.13 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 77.72 -12.37 0.15 -1.20 0.000 0.000 82.99 -9.65 0.15 -1.20 0.000 0.000 -4.69 -4.88 -5.34 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.260 48.076 48.094 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 61.1 58.2 56.2 64.063.6 64.3 72.3 62.4 56.5 57.1 64.764.6 69.6 67.7 66.8 73.973.7 Vehicle Noise:73.4 70.8 68.4 67.6 74.874.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 120 259 1,202558 125 270 1,255582 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Cedar Av. Road Name:Jurupa Av. Scenario:2040 Without Project 7,348 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:735 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.71 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 77.72 -13.93 0.41 -1.20 0.000 0.000 82.99 -11.21 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 62.0 59.8 56.9 54.9 62.762.3 63.0 71.0 61.1 55.2 55.8 63.463.2 68.3 66.4 65.5 72.672.3 Vehicle Noise:72.1 69.5 67.1 66.3 73.573.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 85 184 853396 89 192 890413 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:7th St. Scenario:2040 Without Project 8,653 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:865 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.51 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -13.74 0.41 -1.20 0.000 0.000 84.25 -11.01 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 62.0 59.1 57.1 64.864.5 64.9 72.4 63.0 57.2 57.7 65.465.2 69.7 67.8 66.9 74.173.8 Vehicle Noise:73.7 71.1 68.7 67.8 75.174.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 108 234 1,084503 113 244 1,132525 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Sierra Av. Scenario:2040 With Project 67,927 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:6,793 vehicles Centerline Dist. to Barrier: 75.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:110 feet REMEL Traffic Flow Distance 5.96 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.80% 77.8%5.0%17.2%7.38% 64.3%10.3%25.3%13.82% -0.26 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 77.72 -4.32 -0.24 -1.20 0.000 0.000 82.99 -1.60 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 71.0 68.8 66.0 64.0 71.771.4 72.0 80.0 70.1 64.2 64.8 72.472.2 77.2 75.3 74.4 81.681.3 Vehicle Noise:81.0 78.5 76.1 75.2 82.582.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 487 1,049 4,8702,260 508 1,095 5,0832,359 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Sierra Av. Scenario:2040 With Project 51,215 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,121 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 3.75 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.61% 77.8%5.0%17.2%7.45% 64.3%10.3%25.3%13.94% -0.26 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 -6.48 -0.24 -1.20 0.000 0.000 85.38 -3.76 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.3 67.4 65.4 73.272.8 73.1 80.2 71.2 65.3 65.9 73.573.3 77.5 75.6 74.7 81.881.5 Vehicle Noise:81.5 79.0 76.5 75.6 82.982.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 521 1,123 5,2132,420 544 1,172 5,4402,525 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Sierra Av. Scenario:2040 With Project 42,408 10% 75.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:4,241 vehicles Centerline Dist. to Barrier: 75.0Centerline 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:110 feet REMEL Traffic Flow Distance 2.52 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.59% 77.8%5.0%17.2%7.45% 64.3%10.3%25.3%13.96% -0.26 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 -7.71 -0.24 -1.20 0.000 0.000 86.40 -4.99 -0.24 -1.20 0.000 0.000 -4.73 -4.88 -5.25 Medium Trucks: Heavy Trucks: Autos: 71.78 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 51.235 51.062 51.079 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 70.7 67.8 65.8 73.573.2 73.3 80.0 71.4 65.5 66.1 73.773.5 77.3 75.3 74.5 81.681.3 Vehicle Noise:81.4 79.0 76.4 75.5 82.882.5 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 513 1,105 5,1312,381 535 1,154 5,3542,485 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Locust Av. Scenario:2040 With Project 20,071 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,007 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance 1.33 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.36% 77.8%5.0%17.2%6.84% 64.3%10.3%25.3%12.80% 1.28 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 75.75 -9.37 1.31 -1.20 0.000 0.000 81.57 -6.65 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.7 63.5 60.7 58.7 66.466.1 66.5 75.0 64.6 58.7 59.3 66.966.7 72.3 70.4 69.5 76.776.4 Vehicle Noise:76.0 73.5 71.1 70.2 77.577.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 133 285 1,325615 138 298 1,383642 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Locust Av. Scenario:2040 With Project 23,852 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,385 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 35 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance 2.11 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.86% 77.8%5.0%17.2%6.66% 64.3%10.3%25.3%12.48% 1.28 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 75.75 -8.73 1.31 -1.20 0.000 0.000 81.57 -6.01 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 64.30 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 66.5 64.3 61.4 59.4 67.266.8 67.1 75.7 65.2 59.4 59.9 67.667.4 73.0 71.0 70.2 77.377.0 Vehicle Noise:76.7 74.1 71.8 70.9 78.177.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 146 315 1,464680 153 329 1,528709 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Locust Av. Scenario:2040 With Project 18,075 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,808 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -0.32 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.53% 77.8%5.0%17.2%6.69% 64.3%10.3%25.3%14.79% 0.14 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 -11.01 0.16 -1.20 0.000 0.000 84.25 -7.57 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 67.1 64.9 62.0 60.0 67.867.4 67.4 75.6 65.5 59.6 60.2 67.867.7 72.9 71.0 70.1 77.377.0 Vehicle Noise:76.7 74.2 71.8 70.9 78.277.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 185 398 1,847857 193 415 1,928895 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 4 Road Name:Locust Av. Scenario:2040 With Project 17,708 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,771 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -0.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.62% 77.8%5.0%17.2%6.74% 64.3%10.3%25.3%14.65% 1.28 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 -11.07 1.31 -1.20 0.000 0.000 84.25 -7.70 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 68.1 66.0 63.1 61.1 68.868.5 68.5 76.7 66.6 60.7 61.3 68.968.7 74.0 72.0 71.2 78.378.0 Vehicle Noise:77.8 75.2 72.8 72.0 79.278.9 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 173 373 1,729803 181 389 1,805838 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 6 Road Name:Locust Av. Scenario:2040 With Project 15,688 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,569 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -0.91 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.87% 77.8%5.0%17.2%6.61% 64.3%10.3%25.3%14.52% 1.28 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 -11.68 1.31 -1.20 0.000 0.000 84.25 -8.26 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 67.6 65.5 62.6 60.6 68.368.0 67.9 76.1 66.0 60.1 60.7 68.368.1 73.4 71.5 70.6 77.777.5 Vehicle Noise:77.2 74.7 72.3 71.4 78.678.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 159 342 1,586736 166 357 1,656769 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Locust Av. Scenario:2040 With Project 15,525 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,553 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -0.97 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.64% 77.8%5.0%17.2%6.68% 64.3%10.3%25.3%14.67% 1.28 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 -11.68 1.31 -1.20 0.000 0.000 84.25 -8.26 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 67.6 65.4 62.5 60.5 68.267.9 67.9 76.1 66.0 60.1 60.7 68.368.1 73.4 71.5 70.6 77.777.5 Vehicle Noise:77.2 74.7 72.3 71.4 78.678.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 158 341 1,585736 165 356 1,655768 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 10th St. Road Name:Locust Av. Scenario:2040 With Project 14,721 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,472 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.20 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.65% 77.8%5.0%17.2%6.64% 64.3%10.3%25.3%14.71% 1.28 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 -11.94 1.31 -1.20 0.000 0.000 84.25 -8.48 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 67.3 65.2 62.3 60.3 68.067.7 67.6 75.9 65.7 59.9 60.4 68.167.9 73.2 71.3 70.4 77.577.2 Vehicle Noise:77.0 74.4 72.0 71.2 78.478.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 153 330 1,531711 160 344 1,599742 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 9th St. Road Name:Locust Av. Scenario:2040 With Project 18,482 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,848 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -0.21 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.63% 77.8%5.0%17.2%6.81% 64.3%10.3%25.3%14.56% 1.28 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 -10.84 1.31 -1.20 0.000 0.000 84.25 -7.54 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 68.3 66.2 63.3 61.3 69.068.7 68.7 76.8 66.8 61.0 61.5 69.269.0 74.1 72.2 71.3 78.578.2 Vehicle Noise:77.9 75.4 73.0 72.1 79.479.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 178 382 1,775824 185 399 1,853860 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 8th St. Road Name:Locust Av. Scenario:2040 With Project 13,681 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,368 vehicles Centerline Dist. to Barrier: 44.0Centerline 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:36 feet REMEL Traffic Flow Distance -1.40 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.75% 77.8%5.0%17.2%6.32% 64.3%10.3%25.3%12.92% 1.28 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 -12.47 1.31 -1.20 0.000 0.000 84.25 -9.36 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 67.1 65.0 62.1 60.1 67.867.5 67.1 75.0 65.2 59.3 59.9 67.567.3 72.3 70.4 69.5 76.676.4 Vehicle Noise:76.2 73.7 71.3 70.4 77.677.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 136 293 1,358630 142 305 1,418658 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Dwy. 10 Road Name:Locust Av. Scenario:2040 With Project 15,759 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,576 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance -0.81 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.36% 77.8%5.0%17.2%6.81% 64.3%10.3%25.3%12.83% 0.14 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 -11.53 0.16 -1.20 0.000 0.000 84.25 -8.78 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 66.6 64.4 61.5 59.5 67.366.9 66.9 74.4 65.0 59.1 59.7 67.367.1 71.7 69.8 68.9 76.175.8 Vehicle Noise:75.7 73.2 70.7 69.8 77.176.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 157 337 1,566727 163 352 1,635759 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Sierra Av. Road Name:Armstrong Rd. Scenario:2040 With Project 31,894 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,189 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 2.21 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.66% 77.8%5.0%17.2%7.08% 64.3%10.3%25.3%13.26% -0.62 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 -8.30 -0.60 -1.20 0.000 0.000 84.25 -5.58 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.9 66.7 63.8 61.8 69.569.2 69.4 76.9 67.5 61.6 62.2 69.869.6 74.2 72.3 71.4 78.578.2 Vehicle Noise:78.1 75.6 73.1 72.3 79.579.2 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 244 525 2,4381,132 255 548 2,5451,181 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Sierra Av. Road Name:Armstrong Rd. Scenario:2040 With Project 51,663 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,166 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 4.28 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.22% 77.8%5.0%17.2%7.24% 64.3%10.3%25.3%13.55% -0.62 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 -6.11 -0.60 -1.20 0.000 0.000 84.25 -3.39 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 70.9 68.8 65.9 63.9 71.671.3 71.5 79.1 69.7 63.8 64.3 72.071.8 76.4 74.4 73.6 80.780.4 Vehicle Noise:80.3 77.8 75.3 74.4 81.781.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 341 734 3,4061,581 355 766 3,5551,650 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Valley Bl. Road Name:Cedar Av. Scenario:2040 With Project 59,444 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,944 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 5.34 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.13% 77.8%5.0%17.2%7.48% 64.3%10.3%25.3%14.39% 0.38 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 77.72 -4.85 0.41 -1.20 0.000 0.000 82.99 -2.00 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 71.0 68.9 66.0 64.0 71.771.4 72.1 80.2 70.2 64.3 64.9 72.572.3 77.5 75.6 74.7 81.881.6 Vehicle Noise:81.3 78.7 76.3 75.4 82.782.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 349 752 3,4911,620 364 785 3,6441,691 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:n/o Slover Av. Road Name:Cedar Av. Scenario:2040 With Project 33,837 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,384 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.89 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.03% 77.8%5.0%17.2%7.36% 64.3%10.3%25.3%14.61% 0.38 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 77.72 -7.36 0.41 -1.20 0.000 0.000 82.99 -4.39 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.6 66.4 63.5 61.5 69.368.9 69.6 77.8 67.7 61.8 62.4 70.069.8 75.1 73.2 72.3 79.579.2 Vehicle Noise:78.8 76.3 73.9 73.0 80.380.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 241 520 2,4151,121 252 543 2,5211,170 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Slover Av. Road Name:Cedar Av. Scenario:2040 With Project 27,856 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,786 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.99 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.08% 77.8%5.0%17.2%7.63% 64.3%10.3%25.3%15.29% 0.38 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 77.72 -8.05 0.41 -1.20 0.000 0.000 82.99 -5.03 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 67.7 65.5 62.6 60.6 68.468.0 68.9 77.2 67.0 61.1 61.7 69.369.1 74.5 72.5 71.7 78.878.5 Vehicle Noise:78.2 75.6 73.2 72.4 79.679.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 218 469 2,1791,011 227 490 2,2741,056 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Santa Ana Av. Road Name:Cedar Av. Scenario:2040 With Project 35,030 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,503 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 3.00 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.33% 77.8%5.0%17.2%7.60% 64.3%10.3%25.3%15.07% 0.38 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 77.72 -7.07 0.41 -1.20 0.000 0.000 82.99 -4.10 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.7 66.5 63.6 61.6 69.469.0 69.9 78.1 68.0 62.1 62.7 70.370.1 75.4 73.5 72.6 79.779.5 Vehicle Noise:79.1 76.6 74.2 73.3 80.680.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 252 542 2,5181,169 263 566 2,6281,220 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Jurupa Av. Road Name:Cedar Av. Scenario:2040 With Project 33,673 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,367 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.87 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.01% 77.8%5.0%17.2%7.50% 64.3%10.3%25.3%14.49% 0.38 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 77.72 -7.30 0.41 -1.20 0.000 0.000 82.99 -4.44 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.6 66.4 63.5 61.5 69.268.9 69.6 77.8 67.7 61.9 62.4 70.169.9 75.0 73.1 72.3 79.479.1 Vehicle Noise:78.8 76.3 73.9 73.0 80.280.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 240 517 2,3991,114 250 539 2,5041,162 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 11th St. Road Name:Cedar Av. Scenario:2040 With Project 31,462 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,146 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 2.57 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%77.98% 77.8%5.0%17.2%7.50% 64.3%10.3%25.3%14.52% 0.38 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 77.72 -7.60 0.41 -1.20 0.000 0.000 82.99 -4.73 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 68.3 66.1 63.2 61.2 68.968.6 69.3 77.5 67.4 61.6 62.1 69.869.6 74.8 72.8 72.0 79.178.8 Vehicle Noise:78.5 76.0 73.6 72.7 80.079.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 230 495 2,2961,066 240 516 2,3971,112 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o 7th St. Road Name:Cedar Av. Scenario:2040 With Project 34,180 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,418 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:48 feet REMEL Traffic Flow Distance 1.99 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.53% 77.8%5.0%17.2%7.32% 64.3%10.3%25.3%14.15% 0.38 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 -8.31 0.41 -1.20 0.000 0.000 85.38 -5.45 0.41 -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 46.400 46.209 46.228 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 71.4 69.2 66.3 64.3 72.171.7 71.9 79.1 70.0 64.1 64.7 72.372.2 76.4 74.5 73.6 80.880.5 Vehicle Noise:80.5 77.9 75.5 74.6 81.881.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 307 661 3,0681,424 320 690 3,2021,486 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o El Rivino Rd. Road Name:Rubidoux Bl. Scenario:2040 With Project 32,543 10% 64.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,254 vehicles Centerline Dist. to Barrier: 64.0Centerline 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:58 feet REMEL Traffic Flow Distance 1.77 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.39% 77.8%5.0%17.2%7.36% 64.3%10.3%25.3%14.25% -0.99 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 -8.50 -0.97 -1.20 0.000 0.000 85.38 -5.63 -0.97 -1.20 0.000 0.000 -4.70 -4.88 -5.31 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 57.271 57.117 57.132 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 69.8 67.6 64.7 62.7 70.570.1 70.3 77.6 68.4 62.6 63.1 70.870.6 74.9 72.9 72.1 79.278.9 Vehicle Noise:78.9 76.4 73.9 73.0 80.380.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 297 640 2,9691,378 310 668 3,0991,439 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:s/o Market St. Road Name:Rubidoux Bl. Scenario:2040 With Project 37,777 10% 59.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,778 vehicles Centerline Dist. to Barrier: 59.0Centerline 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:48 feet REMEL Traffic Flow Distance 2.42 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.36% 77.8%5.0%17.2%7.48% 64.3%10.3%25.3%14.16% -0.62 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 -7.78 -0.60 -1.20 0.000 0.000 85.38 -5.01 -0.60 -1.20 0.000 0.000 -4.69 -4.88 -5.35 Medium Trucks: Heavy Trucks: Autos: 70.20 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 54.129 53.966 53.982 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 68.6 65.7 63.8 71.571.1 71.4 78.6 69.5 63.7 64.2 71.971.7 75.9 73.9 73.1 80.279.9 Vehicle Noise:79.9 77.4 74.9 74.0 81.381.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 319 688 3,1931,482 333 718 3,3331,547 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Slover Av. Scenario:2040 With Project 33,422 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:3,342 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 2.37 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.84% 77.8%5.0%17.2%7.37% 64.3%10.3%25.3%13.79% 0.14 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 -7.92 0.16 -1.20 0.000 0.000 84.25 -5.20 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 69.8 67.6 64.7 62.7 70.470.1 70.5 78.0 68.6 62.7 63.3 70.970.7 75.3 73.4 72.5 79.779.4 Vehicle Noise:79.2 76.7 74.3 73.4 80.680.4 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 270 581 2,6981,252 282 607 2,8161,307 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Slover Av. Scenario:2040 With Project 50,485 10% 55.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:5,048 vehicles Centerline Dist. to Barrier: 55.0Centerline 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:54 feet REMEL Traffic Flow Distance 4.17 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.95% 77.8%5.0%17.2%7.33% 64.3%10.3%25.3%13.72% 0.14 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 -6.16 0.16 -1.20 0.000 0.000 84.25 -3.43 0.16 -1.20 0.000 0.000 -4.67 -4.87 -5.38 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.177 47.993 48.011 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 71.6 69.4 66.5 64.5 72.271.9 72.3 79.8 70.4 64.5 65.1 72.772.5 77.1 75.2 74.3 81.481.1 Vehicle Noise:81.0 78.5 76.0 75.2 82.482.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 354 763 3,5411,644 370 796 3,6961,715 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Slover Av. Scenario:2040 With Project 26,653 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,665 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance 1.39 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.96% 77.8%5.0%17.2%7.33% 64.3%10.3%25.3%13.72% 0.38 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 -8.93 0.41 -1.20 0.000 0.000 84.25 -6.21 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 69.0 66.9 64.0 62.0 69.769.4 69.7 77.3 67.8 62.0 62.5 70.270.0 74.5 72.6 71.7 78.978.6 Vehicle Noise:78.5 76.0 73.5 72.6 79.979.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 227 489 2,2711,054 237 511 2,3701,100 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Slover Av. Scenario:2040 With Project 24,954 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:2,495 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:48 feet REMEL Traffic Flow Distance 0.68 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.59% 77.8%5.0%17.2%7.11% 64.3%10.3%25.3%13.30% 0.38 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 -9.81 0.41 -1.20 0.000 0.000 85.38 -7.08 0.41 -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 46.400 46.209 46.228 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 70.1 67.9 65.0 63.0 70.770.4 70.4 77.5 68.5 62.6 63.2 70.870.7 74.8 72.9 72.0 79.178.9 Vehicle Noise:78.9 76.4 73.9 73.0 80.380.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 241 518 2,4071,117 251 541 2,5121,166 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Cedar Av. Road Name:Slover Av. Scenario:2040 With Project 12,035 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,204 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:48 feet REMEL Traffic Flow Distance -2.54 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.56% 77.8%5.0%17.2%7.46% 64.3%10.3%25.3%13.97% 0.38 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 -12.76 0.41 -1.20 0.000 0.000 85.38 -10.04 0.41 -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 46.400 46.209 46.228 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 66.8 64.7 61.8 59.8 67.567.2 67.4 74.5 65.6 59.7 60.3 67.967.7 71.8 69.9 69.0 76.275.9 Vehicle Noise:75.9 73.4 70.9 70.0 77.377.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 152 328 1,522707 159 342 1,589738 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Sierra Av. Road Name:Santa Ana Av. Scenario:2040 With Project 11,442 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,144 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -1.77 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.87% 77.8%5.0%17.2%7.36% 64.3%10.3%25.3%13.77% 1.42 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 77.72 -12.07 1.46 -1.20 0.000 0.000 82.99 -9.35 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 65.0 62.8 59.9 57.9 65.665.3 65.9 73.9 64.0 58.1 58.7 66.366.2 71.2 69.3 68.4 75.575.3 Vehicle Noise:75.0 72.5 70.0 69.2 76.476.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 118 254 1,180548 123 265 1,232572 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Sierra Av. Road Name:Santa Ana Av. Scenario:2040 With Project 7,724 10% 46.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:772 vehicles Centerline Dist. to Barrier: 46.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.45 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.47% 77.8%5.0%17.2%7.15% 64.3%10.3%25.3%13.38% 1.42 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 77.72 -13.91 1.46 -1.20 0.000 0.000 82.99 -11.18 1.46 -1.20 0.000 0.000 -4.63 -4.87 -5.47 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 39.560 39.336 39.358 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 61.1 58.2 56.2 64.063.6 64.1 72.1 62.2 56.3 56.9 64.564.3 69.4 67.4 66.6 73.773.4 Vehicle Noise:73.2 70.6 68.2 67.4 74.674.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 89 192 893414 93 201 932432 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Alder Av. Road Name:Santa Ana Av. Scenario:2040 With Project 10,961 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,096 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -1.94 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.20% 77.8%5.0%17.2%7.24% 64.3%10.3%25.3%13.56% 1.28 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 77.72 -12.33 1.31 -1.20 0.000 0.000 82.99 -9.61 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 64.6 62.5 59.6 57.6 65.365.0 65.5 73.5 63.6 57.7 58.3 65.965.8 70.8 68.9 68.0 75.174.9 Vehicle Noise:74.6 72.1 69.6 68.8 76.075.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 106 229 1,062493 111 239 1,109515 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Alder Av. Road Name:Santa Ana Av. Scenario:2040 With Project 14,060 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,406 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -0.83 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.80% 77.8%5.0%17.2%7.03% 64.3%10.3%25.3%13.16% 1.28 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 77.72 -11.38 1.31 -1.20 0.000 0.000 82.99 -8.65 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.8 63.6 60.7 58.7 66.466.1 66.5 74.4 64.6 58.7 59.3 66.966.7 71.7 69.8 68.9 76.175.8 Vehicle Noise:75.6 73.0 70.6 69.7 77.076.7 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 123 265 1,232572 129 277 1,286597 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Locust Av. Road Name:Santa Ana Av. Scenario:2040 With Project 13,690 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,369 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -0.94 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%79.84% 77.8%5.0%17.2%7.02% 64.3%10.3%25.3%13.14% 1.28 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 77.72 -11.50 1.31 -1.20 0.000 0.000 82.99 -8.78 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 65.6 63.5 60.6 58.6 66.366.0 66.3 74.3 64.4 58.6 59.1 66.866.6 71.6 69.7 68.8 76.075.7 Vehicle Noise:75.4 72.9 70.5 69.6 76.976.6 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 121 260 1,209561 126 272 1,262586 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Santa Ana Av. Scenario:2040 With Project 9,699 10% 44.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:970 vehicles Centerline Dist. to Barrier: 44.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:36 feet REMEL Traffic Flow Distance -2.50 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%78.62% 77.8%5.0%17.2%7.43% 64.3%10.3%25.3%13.96% 1.28 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 77.72 -12.75 1.31 -1.20 0.000 0.000 82.99 -10.01 1.31 -1.20 0.000 0.000 -4.61 -4.87 -5.50 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 40.460 40.241 40.262 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 61.9 59.0 57.0 64.864.4 65.1 73.1 63.2 57.3 57.9 65.565.3 70.4 68.5 67.6 74.774.4 Vehicle Noise:74.2 71.6 69.2 68.4 75.675.3 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 100 215 996462 104 224 1,039482 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:Jurupa Av. Scenario:2040 With Project 11,707 10% 60.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:1,171 vehicles Centerline Dist. to Barrier: 60.0Centerline 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 40 mphVehicle Speed: Near/Far Lane Distance:72 feet REMEL Traffic Flow Distance -1.95 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%73.93% 77.8%5.0%17.2%7.86% 64.3%10.3%25.3%18.21% 0.13 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 77.72 -11.69 0.15 -1.20 0.000 0.000 82.99 -8.04 0.15 -1.20 0.000 0.000 -4.69 -4.88 -5.34 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 48.260 48.076 48.094 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 63.5 61.3 58.4 56.4 64.263.8 65.0 73.9 63.1 57.2 57.8 65.465.2 71.2 69.3 68.4 75.675.3 Vehicle Noise:74.8 72.2 69.9 69.0 76.276.0 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 150 322 1,496694 156 336 1,561725 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:w/o Cedar Av. Road Name:Jurupa Av. Scenario:2040 With Project 8,522 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:852 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 40 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -3.44 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%72.20% 77.8%5.0%17.2%8.01% 64.3%10.3%25.3%19.79% 0.38 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 77.72 -12.99 0.41 -1.20 0.000 0.000 82.99 -9.06 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 66.51 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 62.3 60.1 57.2 55.2 62.962.6 63.9 73.1 62.1 56.2 56.7 64.464.2 70.4 68.5 67.6 74.874.5 Vehicle Noise:73.9 71.4 69.1 68.2 75.475.1 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 114 247 1,145531 120 257 1,195555 Thursday, November 18, 2021 FHWA-RD-77-108 HIGHWAY NOISE PREDICTION MODEL SITE SPECIFIC INPUT DATA Project Name:West Valley Logistics Job Number:10717 Road Segment:e/o Locust Av. Road Name:7th St. Scenario:2040 With Project 9,522 10% 52.0 NOISE MODEL INPUTS Average Daily Traffic (Adt): Peak Hour Percentage: Peak Hour Volume:952 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 45 mphVehicle Speed: Near/Far Lane Distance:48 feet REMEL Traffic Flow Distance -2.99 VehicleType Day Evening Night Daily Medium Trucks: Heavy Trucks: Autos:72.9%9.4%17.8%80.52% 77.8%5.0%17.2%6.78% 64.3%10.3%25.3%12.70% 0.38 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 -13.74 0.41 -1.20 0.000 0.000 84.25 -11.01 0.41 -1.20 0.000 0.000 -4.66 -4.87 -5.41 Medium Trucks: Heavy Trucks: Autos: 68.46 Noise Source Elevations (in feet) Medium Trucks: Heavy Trucks: Autos:0.000 2.297 8.004 46.400 46.209 46.228 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 64.7 62.5 59.6 57.6 65.365.0 64.9 72.4 63.0 57.2 57.7 65.465.2 69.7 67.8 66.9 74.173.8 Vehicle Noise:73.7 71.2 68.7 67.9 75.174.8 Centerline Distance to Noise Contour (in feet) CNEL: Ldn: 70 dBA 65 dBA 55 dBA60 dBA 109 235 1,093507 114 246 1,141530 Thursday, November 18, 2021