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HomeMy WebLinkAboutCT 99-11; Rancho Carrillo Village L; Tentative Map (CT) (34)NOISE TECHNICAL REPORT FOR RANCHO CARRILLO VILLAGE L CITY OF CARLSBAD, CALIFORNIA Prepared for D. R. HORTON SAN DIEGO 1010 SOUTH COAST HIGHWAY 101, SUITE 101 ENCINITAS, CA 92024-5065 Prepared by DAVID M. GOTTFREDSON ACOUSTICIAN RECON NUMBER 3168N MAY 28, 1999 4241 Jutland Drive, Suite 201 San Diego, CA 92 11 7-3653 619/ 270-5066 fax 270-54 1 4 This document printed on recycled paper TABLE OF CONTENTS Summary 1 Introduction 2 Analysis Methodology 5 A. Applicable Standards and Definitions of Terms 5 B. Existing Noise Level Measurements 6 C. Traffic Noise Analysis 6 Existing Conditions 8 Future Acoustical Environment and Impacts 11 Mitigation 13 References Cited 19 FIGURES 1: Regional location of the project 3 2: Tentative map 4 3: Existing topography and noise measurement locations 9 4: Future noise contours without mitigation 12 5: Modeled receiver locations and proposed noise barriers (barrier heights not exceeding 6 feet) 14 6: Modeled receiver locations and proposed noise barriers (barrier heights exceeding 6 feet) 15 TABLES 1: Year 2015 Roadway Traffic Parameters 6 2: 10-Minute Traffic Counts 10 3: Summary of Noise Measurement Results 11 4: Year 2015 Noise Levels, Building Receivers 16 5: Year 2015 Noise Levels, Active Recreation Area Receivers 17 ATTACHMENTS 1: Noise measurement data 2: STAMINA output—future conditions, contour receivers 3: STAMINA/OPTIMA output—future conditions, building and active recreational area receivers Summary The proposed Rancho Carrillo Village L project is located along Melrose Drive between Alga Road and Palomar Airport Road in the city of Carlsbad. Rancho Carrillo Village L will construct 82 multi-family units in 11 buildings as well as two active recreation areas. This report provides an updated analysis of the effects on exterior noise due to revised grading on Village L. A previous analysis of noise effects was addressed in the Noise Technical Report for the Rancho Carrillo Master Plan and General Plan Amendment prepared by RECON in June 1992. The current analysis also updates the traffic parameters provided in that study based on current information. This report analyzes impacts to the proposed residential and recreational uses from future traffic noise generated on adjacent roadways. Impacts are assessed in accordance with the guidelines, policies, and standards established by the City of Carlsbad. With the construction of six- to eight-foot-high noise barriers along the top of the slope adjacent to Melrose Drive (pads 3 through 5), noise levels at all ground-floor usable areas on those pads will be at or below 65 community noise equivalent level (CNEL). With the construction of noise barriers varying from three to six feet in height at the top of the slope along the northern project boundary, noise levels at all ground-floor usable areas at the northern project boundary will be below the City's 60 CNEL standard. All other usable exterior areas within the project are anticipated to be at or below 60 CNEL. As discussed below, noise barriers must run along the entire northern edge of the active recreation area to reduce noise levels at all locations in the active recreation area to 65 CNEL or less. The project plans indicate a walkway crossing the northern recreation area boundary. If noise barriers are not placed along the entire recreation area northern boundary, noise levels in limited portions of the recreation area could reach 70 CNEL. Noise levels at the northwestern patio of the building on pad 4 could reach 66 CNEL. Additionally, exterior noise levels at the southwest corner of the building on pad 5 cannot be reduced to 65 CNEL due to the opening in the barrier for emergency access to the project. Consequently, no usable areas should be placed in this location. Also, as discussed below, a portion of the existing wall adjacent to the proposed active recreational area must be relocated and placed on a berm to achieve the required barrier heights. Barrier heights are relative to final pad elevations. Required barrier heights may be achieved through the construction of walls, berms, or wall/berm combinations. For example, eight-foot barrier heights can be accomplished with a six-foot-high wall atop a two-foot-high berm. Examples of acceptable barrier materials include, but are not limited to, masonry block, wood frame with stucco, 0.5-inch-thick Plexiglas, or 0.25-inch-thick plate glass. If transparent barrier materials are used, no gaps should occur between the panels. In light of the City's desire to limit walls along circulation element roadways to six feet or less, the City's General Plan requires that "all purchasers of the impacted property shall be notified in writing prior to purchase, and by deed disclosure in writing, that the property they are purchasing is, or will be, noise impacted and does not meet Carlsbad noise standards for residential property" (City of Carlsbad 1994). The noise-impacted properties are pads 3 through 5 adjacent to Melrose Drive and are defined as those locations where exterior noise levels are projected to exceed 60 CNEL after mitigation. With the requirement for notification and the inclusion of the proposed noise barriers, noise impacts will be adequately mitigated. Even with the construction of noise barriers, noise levels at second-floor receivers adjacent to the roadway could exceed 65 CNEL. Therefore, standard construction cannot be assumed to adequately reduce interior noise levels to below 45 CNEL at these locations. At the time that building plans are available for these units, and prior to the issuance of building permits, a detailed acoustical analysis will be required ensuring that second-floor interior noise levels due to exterior sources will be below the 45 CNEL interior standard. The impacted pads are pads 3 through 5. For those areas where ground- or second-floor exterior noise levels are projected to exceed 60 CNEL, it will be necessary for the windows to remain closed to ensure that interior noise levels meet the City's interior standard of 45 CNEL. The building code requires that for areas in excess of 60 CNEL where it is necessary to keep windows closed, forced-air circulation or air conditioning be provided. The affected pads are pads 3 through 7. Introduction The proposed Rancho Carrillo Village L project is located along Melrose Drive between Alga Road and Palomar Airport Road in the city of Carlsbad. Figure 1 shows the regional location of the project. Figure 2 shows the proposed tentative map for the project. Rancho Carrillo Village L will construct 82 multi-family units in 11 buildings as well as two active recreation areas. This report analyzes impacts to the proposed residential uses from future traffic noise generated on Melrose Drive. Impacts are assessed in accordance with the guidelines, PROJECT LOCATION 0 FIGURE 1 Regional Location of the Project t 75 750 Project boundary FIGURE 2 Tentative Map policies, and standards established by the City of Carlsbad. Measures are recommended, as required, to reduce significant impacts to noise-sensitive areas. The analysis is based on traffic figures projected by the Series 8 growth forecasts generated by the San Diego Association of Governments (SANDAG) for the year 2015. Analysis Methodology A. Applicable Standards and Definitions of Terms The CNEL is a 24-hour A-weighted average sound level [dB(A) Leq] from midnight to midnight obtained after the addition of 5 dB to sound levels occurring between 7:00 P.M. and 10:00 P.M. and of 10 dB to the sound levels occurring between 10:00 P.M. and 7:00 A.M. A-weighting is a frequency correction that often correlates well with the subjective response of humans to noise. Adding 5 dB and 10 dB to the evening and nighttime hours, respectively, accounts for the added sensitivity of humans to noise during these time periods. Impacts to future sensitive receivers were evaluated in relation to the noise level standards promulgated in the City of Carlsbad's adopted General Plan Noise Element. The noise element of the City of Carlsbad states (City of Carlsbad 1994): Policy C.5: . . . sixty (60) dBA CNEL is the exterior noise level to which all residential units should be mitigated. 65 dBA CNEL is the maximum noise level to which residential units subject to noise from McClellan- Palomar Airport should be permitted. Additional disclosure actions (easements, deed restrictions, recorded notice, etc.) may be required of developer/sellers of noise impacted residential units. If a project is approved with exterior noise levels exceeding the level allowable pursuant to this policy, all purchasers of the impacted property shall be notified in writing prior to purchase, and by deed disclosure in writing, that the property they are purchasing is, or will be, noise impacted and does not meet Carlsbad noise standards for residential property. Policy C.9: Discourage the exclusive use of noise walls in excess of 6 feet in height as mitigation for noise along Circulation Element roadways. Standard construction techniques will provide a 20-decibel reduction of exterior noise levels to an interior receiver when the windows and doors are closed. With these criteria, standard construction could be assumed to result in interior noise levels of 45 CNEL or less when exterior noise levels are 65 CNEL or less. When exterior noise levels are greater than 65 CNEL, consideration of specific construction techniques is required. B. Existing Noise Level Measurements Existing noise levels at the project site were measured using two Larson-Davis Model 720 Type 2 Integrating Sound Level Meters, serial numbers 0269 and 0275. The following parameters were used: Filter: A-weighted Response: Fast Time History Period: 5 seconds The meters were calibrated before the day's measurements. Six ground-floor measure- ments (five feet above the ground) were made for approximately 10 minutes each. Traffic on Melrose Drive was counted during the noise measurements. C. Traffic Noise Analysis 1. Traffic Parameters Table 1 presents the future traffic parameters used in this analysis. Future traffic volumes for Melrose Drive in the vicinity of the project were obtained from the Series 8 growth forecasts prepared by SANDAG. For Melrose Drive, traffic volumes for the year 2015 are projected to be 39,000 average daily trips (ADT) adjacent to the project. TABLE 1 YEAR 2015 ROADWAY TRAFFIC PARAMETERS Percent Percent Percent Medium Heavy Speed Roadway ADT Autos Trucks Trucks (mph) Melrose Drive 39,000 95.24 3.52 1.24 49 mph = miles per hour Melrose Drive in the vicinity of the project site is a six-lane prime arterial. Based on the traffic volumes indicated in Table 1, traffic on Melrose Drive is anticipated to remain free flowing. Melrose Drive is posted at 55 mph. As discussed below, an average traffic speed of 49 mph was assumed for the future traffic in this analysis. The traffic mix used for Melrose Drive was based on the mix for truck routes used in the city of Carlsbad (City of Carlsbad 1993). These mixes were developed through field surveys of routes in Carlsbad. The day, evening, and nighttime traffic distribution was assumed to be 77 percent, 10 percent, and 13 percent, respectively. With these assumptions, the CNEL due to traffic is approximately two decibels above the average daytime hourly equivalent noise level. 2. Analysis of Traffic Noise Noise generated by future traffic was projected using the STAMINA 2.0/OPTIMA computer models from Vanderbilt University (1991). These models are computerized versions of the Federal Highway Administration Noise Prediction Model (1979), which uses California vehicle noise emission levels (California Department of Transportation 1983). Exterior traffic noise levels to first- and second-floor receivers were calculated. First- floor receivers were placed at five feet above ground level; second-floor receivers were placed at 15 feet above ground level. Calculations were completed for a daytime hour, and the resulting hourly Leqs were weighted and combined into CNEL values. Projected CNEL values based on the traffic distributions used here are approximately two decibels higher than the daytime hourly L^ calculated by STAMINA as indicated above. The STAMINA program calculates noise levels at selected receiver locations using input parameter estimates such as projected hourly average traffic rates; vehicle mix, distribution, and speed; roadway lengths and gradients; distances between sources, barriers, and receivers; and shielding provided by intervening terrain, barriers, and structures. The OPTIMA model calculates noise levels at selected receivers for varying noise barrier heights using the STAMINA output. Receivers, roadways, and barriers are input into the STAMINA model using three- dimensional coordinates. Locations and elevations of pads and slopes for the project site were obtained from 1 inch equals 40 feet scale maps and AutoCAD drawing files received from the project engineer (Burns, pers. com. 1999). The alignment and elevations of the adjacent roadways were also obtained from these files. The Y-axis pointed west and the X-axis pointed north. As an option, STAMINA calculates ground absorption rates as reflective or absorptive. Future conditions were evaluated using reflective (hard) site assumptions. Hard sites have an attenuation of 3 dB for every doubling of distance from a line source. Existing Conditions The existing project site is currently vacant and ungraded. Melrose Drive is in its buildout configuration along the eastern project boundary. There is an approximately 5.5- to 6-foot-high wall partially constructed along Melrose Drive (Figure 3). It is assumed that this wall will remain essentially unchanged with development of the project site. No noise-generating activities occurred on-site during the noise measurements. Existing noise levels on-site are primarily due to traffic on Melrose Drive. Construction activities in the surrounding area and aircraft operations associated with McClellan-Palomar Airport to the northwest of the project site also contributed to ambient noise levels. The Comprehensive Land Use Plan for the airport indicates that the site is outside the Airport Influence Area and is well outside the 60 CNEL contour due to air traffic (SANDAG 1994). There was road construction occurring in the northbound lanes of Melrose Drive such that two of the three northbound lanes were closed north of the project site. This affected the traffic movements on Melrose. Consequently, the traffic conditions observed on Melrose Drive during the measurements are not considered typical. The on-site noise measurements were primarily used to assess the effectiveness of the existing wall as discussed below. Noise measurements were taken on the project site on Tuesday, May 4, 1999, between the hours of 10:20 A.M. and 11:30 A.M. The weather was cool, partly cloudy, and with a slight breeze. A total of three 10-minute measurement pairs were taken on the project site. Figure 3 shows the existing site topography and locations of the measurements. At each location one meter was placed adjacent to Melrose Drive approximately eight feet away from the wall on the Melrose Drive side of the wall. The other meter was placed on the opposite side of the wall. These locations were chosen to assess the effectiveness of the existing wall for reducing traffic-generated noise on the project site. The noise measurement data are contained in Attachment 1. Measurement la is located approximately eight feet from the wall along Melrose Drive near the intersection with future Carrillo Way. Measurement Ib is located on the opposite side of the wall approximately five feet from the wall. Noise levels were measured simultaneously at locations la and Ib. Ambient noise levels were measured for Project Boundary FIGURE 3 Existing Topography and Measurement Locations 10 minutes at these locations. Traffic on Melrose Drive was also counted during the measurement interval. During the 10-minute measurement period, the average noise level was 66.7 dB(A) at location la and 56.4 dB(A) at location Ib. Measurement Ic is located in the same place as Measurement la. Measurement Id is located on the opposite side of the wall approximately 15 feet from the wall. Noise levels were measured simultaneously at locations Ic and Id. Ambient noise levels were measured for 10 minutes at these locations. Traffic on Melrose Drive was also counted during the measurement interval. During the 10-minute measurement period, the average noise level was 69.4 dB(A) at location Ic and 58.3 dB(A) at location Id. Measurement 2a is located approximately 180 feet north of Measurements la and Ic along Melrose Drive approximately eight feet from the wall. Measurement 2b is located on the opposite side of the wall approximately 15 feet from the wall. Noise levels were measured simultaneously at locations 2a and 2b. Ambient noise levels were measured for 10 minutes at these locations. Traffic on Melrose Drive was also counted during the measurement interval. During the 10-minute measurement period, the average noise level was 69.6 dB(A) at location 2a and 57.9 dB(A) at location 2b. Table 2 summarizes the results of the traffic counts taken during the measurements. TABLE 2 10-MINUTE TRAFFIC COUNTS Medium Heavy Measurement Locations Northbound Melrose Drive Location la Location Ic Location 2a Southbound Melrose Drive Location la Location Ic Location 2a Cars 15 24 28 13 14 23 Trucks 1 2 4 1 2 1 Trucks 0 2 1 1 0 2 Buses 0 0 0 0 0 0 Motorcycles 0 0 0 0 0 0 The results of the noise measurements are summarized in Table 3. 10 TABLE 3 SUMMARY OF NOISE MEASUREMENT RESULTS Measurement Leq Location [dB(A)] la 66.7 Ib 56.4 Difference 10.3 Measurement Leq Location [dB(A)] Ic 69.4 Id 58.3 Difference 11.1 Measurement Lcq Location [dB(A)] 2a 69.6 2b 57.9 Difference 11.7 The project site and the bottom of the existing wall currently are roughly at grade with the roadway, although this was difficult to determine precisely during the measurements. The results of the noise measurements along with the traffic counts were used in the STAMINA model to assess the effectiveness of the existing wall. The results from STAMINA indicate that the measured noise levels are consistent with those expected for an approximately six-foot-high wall given the existing site topography. Future Acoustical Environment and Impacts The methods used in the analysis of future conditions are described in the Analysis Methodology section of this report. The traffic parameters used are shown in Table 1. As indicated above, the traffic observed during the noise measurements was not considered typical due to construction activities in the area. Consequently, the noise measurement data were not used to determine the average speed of the traffic. Noise measurements made on the same day at the Rancho Carrillo Village N site to the south were correlated to an average traffic speed of 49 mph (RECON 1999). Because Melrose Drive has a fairly steep grade adjacent to Village L, northbound traffic (downhill) may be slightly faster while southbound (uphill) traffic is expected to be slightly slower. As such, an average speed rounded up to 50 mph was assumed for the traffic on Melrose Drive adjacent to the project site. Noise levels were modeled for a series of receivers located throughout the project area to determine the future noise contours over the project site due to traffic on the area roadways. STAMINA input and output are provided in Attachment 2. The resulting noise contours at five feet above the ground are shown in Figure 4. These noise contours include the effects of future grading on the property as well as the existing wall along Melrose Drive. They do not take into account any other noise mitigation measures or shielding provided by the proposed buildings. 11 FIGURE 4Existing wall Noise contour Future Noise Contours without Mitigation Noise levels were also modeled at 16 locations adjacent to the future buildings and ground-floor patios and at 10 locations distributed throughout the active recreation area adjacent to Melrose Drive. STAMINA input and output are provided in Attachment 3. Figures 5 and 6 show the locations of these modeled receivers. Tables 4 and 5 provide the future projected noise levels at these receiver locations. As seen from Figure 4 and Tables 4 and 5, noise levels at the buildings with a view to Melrose Drive, as well as in the active recreation area adjacent to Melrose Drive, are projected to exceed the City's 60 CNEL exterior noise standard. Mitigation Noise levels in the active recreational area and patios with a view to Melrose Drive are anticipated to exceed 60 CNEL without mitigation (see Figure 4 and Tables 4 and 5). As indicated previously, it is a policy of the City to discourage the use of noise walls in excess of six feet in height adjacent to circulation element roadways. The acoustical report originally prepared for the Rancho Carrillo Master Plan and General Plan Amendment (RECON 1992) indicates that wall heights in excess of six feet would be required to reduce noise levels immediately adjacent to Melrose Drive on Village L to 60 CNEL or less. With the construction of six-foot height walls, noise levels were projected to be 65 CNEL or less, and a condition for notification of future owners was required by the City's General Plan (RECON 1992). With the current proposed grading, barrier heights in excess of six feet would still be required to reduce noise levels immediately adjacent to Melrose Drive to 60 CNEL. Therefore, as with the previous analysis, for those pads immediately adjacent to Melrose Drive (including the active recreation area), the barrier heights required to reduce noise levels to 65 CNEL or less were determined. Initially, exterior noise levels were evaluated with barrier heights limited to six feet. Tables 4 and 5 show the resulting projected noise levels with six-foot maximum height noise barriers. As seen from these tables, six-foot-high barriers are not sufficient to reduce noise levels in the active recreation area and at pad 5 adjacent to Melrose Drive to 65 CNEL or less. Wall heights varying from three to six feet are adequate to reduce ground-floor exterior noise levels on the northern project boundary to 60 CNEL or less. Figure 5 shows the locations of the proposed noise barriers not exceeding six feet in height. As shown in Tables 4 and 5, noise levels adjacent to Melrose Drive can be reduced to 65 CNEL or less with the construction of six-foot-high walls on top of berms varying from one to two feet in height. Figure 6 shows the locations of the proposed noise barriers 13 t 0 Feet 75 150 6-foot High Barrier 5-foot High Barrier 4-foot High Barrier 3-foot High Barrier FIGURE 5 Modeled Receiver Locations and Proposed Noise Barriers (Barrier Heights not Exceeding 6 Feet) TABLE 4 YEAR 2015 NOISE LEVELS BUILDING RECEIVERS Receiver Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Projected Noise Level with No Additional Constructed Noise Barriers (CNEL) 1st Floor 2nd Floor 59 65 61 66 63 67 64 68 63 68 65 69 66 70 67 71 69 72 69 72 71 73 66 69 64 66 63 65 61 62 60 61 Projected Noise Level with Constructed Noise Barriers Not Exceeding 6 Feet in Height (CNEL) 1 st Floor 2nd Floor 59 65 61 66 62 67 63 68 63 67 64 68 65 69 65 70 66* 67 70 68* 66 71 65 72 60 68 60 65 60 64 59 62 60 61 Projected Noise Level with Constructed Noise Barriers Exceeding 6 Feet in Height (CNEL) 1st Floor 2nd Floor 59 65 61 66 62 67 63 68 62 67 63 68 64 68 64 69 66* 67 69 65 70 64 72 60 67 60 65 60 64 59 62 60 61 *Projected noise levels if sound barrier is not run along entire northern boundary of active recreation area. TABLE 5 YEAR 2015 NOISE LEVELS ACTIVE RECREATION AREA RECEIVERS Receiver Number 17 18 19 20 21 22 23 24 25 26 Projected Noise Level with No Additional Constructed Noise Barriers (CNEL) 64 64 64 67 67 66 74 71 70 69 Projected Noise Level with Constructed Noise Barriers Not Exceeding 6 Feet in Height (CNEL) 64 64 64 67 66 65 67 67 70* 66 69* 65 68* Projected Noise Level with Constructed Noise Barriers Exceeding 6 Feet in Height (CNEL) 63 63 63 65 65 64 63 65 69* 65 69* 64 67* *Projected noise levels if sound barrier is not run along entire northern boundary of active recreation area. with barrier heights not limited to six feet. It is noted that exterior noise levels at the southwest corner of the building on pad 5 (receiver 9) cannot be reduced to 65 CNEL due to the opening in the barrier for emergency access to the project. Consequently, no usable areas shall be placed in this location. Additionally, as shown in Figures 5 and 6, noise barriers must run along the entire northern edge of the active recreation area to reduce noise levels at all locations in the active recreation area to 65 CNEL or less. The project plans indicate a walkway crossing the northern recreation area boundary. If noise barriers are not placed along the entire recreation area northern boundary, noise levels in limited portions of the recreation area could reach 70 CNEL (see Table 5). Noise levels at receiver location 8 could also reach 66 CNEL. Given the proposed grading for the site, the base of the existing six-foot-high wall would be below the elevation of the active recreation pad. Consequently, a portion of the existing wall adjacent to the proposed active recreation area must be relocated and placed on a berm to achieve the necessary barrier heights at the recreation area. With the construction of six- to eight-foot-high noise barriers along the top of the slope adjacent to Melrose Drive (pads 3 through 5), noise levels at all ground-floor usable areas on those pads will be at or below 65 CNEL. With the construction of noise barriers varying from three to six feet in height at the top of the slope along the northern project boundary, noise levels at all ground-floor usable areas along the northern boundary will be below the City's 60 CNEL standard. All other usable exterior areas within the project are anticipated to be at or below 60 CNEL. Barrier heights are relative to final pad elevations. Along Melrose Drive, where the road is above the pad elevations, barriers are to be placed at the road edge. Where Melrose Drive is below the project elevations, barriers are to be placed at the pad edges. Required barrier heights may be achieved through the construction of walls, berms, or wall/berm combinations. The effectiveness of a barrier is dependent upon the quality of construction and the barrier material mass and acoustical properties. Barriers should be free of cracks and holes. The transmission loss through a barrier should be at least 10 decibels greater than the estimated barrier attenuation (Federal Highway Administration 1979:34). If a barrier attenuates noise levels by 5 dB(A) at a receiver location, the barrier transmission loss must be at least 15 dB(A) to prevent audible noise from traveling through the barrier and adding to the acoustical environment. Examples of acceptable barrier materials include, but are not limited to, masonry block, wood frame with stucco, 0.5-inch-thick Plexiglas, or 0.25-inch-thick plate glass. If transparent barrier materials are used, no gaps should occur between the panels. 18 m t 0 Feet 75 150 5-foot High Barrier 4-foot High Barrier 3-foot High Barrier 8-foot High Barrier 7-foot High Barrier 6-foot High Barrier FIGURE 6 Modeled Receiver Locations and Proposed Noise Barriers (Barrier Heights Exceeding 6 Feet) In light of the City's desire to limit walls along circulation element roadways to six feet or less, the City's General Plan requires that "all purchasers of the impacted property shall be notified in writing prior to purchase, and by deed disclosure in writing, that the property they are purchasing is, or will be, noise impacted and does not meet Carlsbad noise standards for residential property" (City of Carlsbad 1994). The noise impacted properties are pads 3, 4, and 5 adjacent to Melrose Drive. With the requirement for notification and the inclusion of the proposed noise barriers, noise impacts will be adequately mitigated. As seen from Table 4, even with the construction of noise barriers, noise levels at second- floor receivers adjacent to the roadways could exceed 65 CNEL. Therefore, standard construction cannot be assumed to adequately reduce interior noise levels to below 45 CNEL at these locations. At the time that building plans are available for these units, and prior to the issuance of building permits, a detailed acoustical analysis will be required ensuring that second-floor interior noise levels due to exterior sources will be below the 45 CNEL interior standard. The impacted pads are pads 3, 4, and 5. Additionally, for those areas where ground- and/or second-floor exterior noise levels are projected to exceed 60 CNEL, it will be necessary for the windows to remain closed to ensure that interior noise levels meet the City's interior standard of 45 CNEL. The building code requires that for areas in excess of 60 CNEL where it is necessary to keep windows closed, forced-air circulation or air conditioning be provided. The affected pads are pads 3 through 7. References Cited Burns, Troy 1999 Personal communication with David Gottfredson, RECON, April 19. Hunsaker & Associates. California Department of Transportation 1983 California Vehicle Noise Emission Levels. Report No. FHWA/CA/T1-84/13. August. Carlsbad, City of 1993 Draft Noise Guidelines Manual. September. 1994 Noise Element. City of Carlsbad General Plan. 19 Federal Highway Administration 1979 Federal Highway Administration Noise Prediction Model. Report No. FHWA- RD-77-108, with California Vehicle Noise Emissions Levels. Washington, D.C. RECON 1992 Noise Technical Report for the Rancho Carrillo Master Plan and General Plan Amendment. June 2. RECON Number 2417N. 1999 Noise Technical Report for Rancho Carrillo Village N, City of Carlsbad California. May 12. RECON Number 3161N. San Diego Association of Governments (SANDAG) 1994 Comprehensive Land Use Plan: McClellan-Palomar Airport, Carlsbad, California. Adopted April. Vanderbilt University 1991 STAMINA 2.0/OPTIMA Noise Prediction Program. Version 1.2. 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09:55:45 09:55:50 09:55:55 09:56:00 09:56:05 09:56:10 09:56:15 09:56:20 09:56:25 09:56:30 09:56:35 09:56:40 09:56:45 09:56:50 09:56:55 09:57:00 09:57:05 09:57:10 09:57:15 09:57:20 09:57:25 09:57:30 09:57:35 09:57:40 09:57:45 09:57:50 09:57:55 09:58:00 09:58:05 09:58:10 09:58:15 09:58:20 09:58:25 09:58:30 09:58:35 09:58:40 09:58:45 09:58:50 09:58:55 09:59:00 09:59:05 09:59:10 09:59:15 09:59:20 09:59:25 09:59:30 09:59:35 09:59:40 09:59:45 09:59:50 09:59:55 10:00:00 10:00:05 10:00:10 10:00:15 10:00:20 10:00:25 10:00:30 10:00:35 10:00:40 10:00:45 10:00:50 10:00:55 10:01:00 10:01:05 10:01:10 10:01:15 10:01:20 10:01:25 10:01:30 10:01:35 68 46 47 60 68 .0 .4 .1 .7 .5 49.9 63 58 46 46 46 45 49 56 57 46 45 44 45 53 60 50 44 43 43 43 44 59 62 48 46 59 70 62 65 72 62 50 58 58 65 55 44 45 46 58 71 62 63 53 47 48 50 70 64 47 49 53 SI 51 53 S9 51 SB 6257 63 64 45 44 45 48 54 60 64 71 67 52 46 45 44 .4 .9 .8 .9 .9 .1 .8 .9 .0 .7 .8 .8 .8 .7 .1 .4 .7 .4 .3 .2 .6 .7 .3 .1 .2 .2 .3 .3 .6 .4 .8 .5 .7 .9 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11:12:20 11:12:25 11:12:30 11:12:35 11:12:40 11:12:45 11:12:50 11:12:55 11:13:00 11:13:05 11:13:10 11:13:15 11:13:20 11:13:25 11:13:30 11:13:35 11:13:40 11:13:45 11:13:50 11:13:55 11:14:00 11:14:05 11:14:10 11:14:15 11:14:20 11:14:25 11:14:30 11:14:35 11:14:40 11:14:45 11:14:50 11:14:55 11:15:00 11:15:05 11:15:10 11:15:15 11:15:20 11:15:25 11:15:30 11:15:35 11:15:40 11:15:45 11:15:50 11:15:55 11:16:00 11:16:05 11:16:10 11:16:15 11:16:20 11:16:25 11:16:30 11:16:35 11:16:40 11:16:45 11:16:50 11:16:55 11:17:00 11:17:05 11:17:10 11:17:15 50. 59. 68. 57. 64. 65. 53. 51. 50. 59. 76. 68. 53. 55.60. 81. 71. 55. 62. 64. 57. 53. 51. 53. 51. 52. 50. 49. 52. 63. 62. 69. 70. 70. 66. 70. 60. 54. 15. 69. 65. 77. 64, 54. 63. 70. 63, 57. 58 71 65 56 55 52 57 71 58 49 54 73 65 54 76 76 77 70 56 54 55 70 70 58 68 69 64 64 66 81 72 59 55 1 0 8 6 6 0 7 7 4 4 9 8 0 0 8 0 6 2 1 5 4 0 5 4 7 5 1 3 6 2 4 ,4 4 7 5 .8 .1 .7 .1 .4 .2 .9 .0 .8 .4 .1 .4 .3 .7 .9 .7 .7 .1 .8 .2 .0 .7 .9 .6 .7 .3 .9 .3 .4 .8 .5 .7 .0 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09:52:25 04May 99 09:52:30 04May 99 09:52:35 04May 99 09:52:40 04May 99 09:52:45 04May 99 09:52:50 04May 99 09:52:55 04May 99 09:53:00 04May 99 09:53:05 04May 99 09:53:10 04May 99 09:53:15 04May 99 09:53:20 04May 99 09:53:25 04May 99 09:53:30 04May 99 09:53:35 04May 99 09:53:40 04May 99 09:53:45 04May 99 09:53:50 04May 99 09:53:55 04May 99 09:54:00 04May 99 09:54:05 04May 99 09:54:10 04May 99 09:54:15 04May 99 09:54:20 04May 99 09:54:25 04May 99 09:54:30 04May 99 09:54:35 04May 99 09:54:40 04May 99 09:54:45 04May 99 09:54:50 04May 99 09:54:55 04May 99 09:55:00 04May 99 09:55:05 04May 99 09:55:10 04May 99 09:55:15 04May 99 09:55:20 04May 99 09:55:25 04May 99 09:55:30 04May 99 09:55:35 04May 99 09:55:40 04May 99 09:55:45 04May 99 09:55:50 04May 99 09:55:55 04May 99 09:56:00 56.9 70.8 44.9 43.2 43.7 51.5 62.6 57.4 56.2 65.7 69.9 64.2 64.9 51.0 46.5 43.9 45.3 44.0 44.4 44.5 52.3 45.4 70.1 53.8 63.4 62.7 48.2 65.4 63.6 74.3 47.9 62.1 67.7 46.5 48.1 45.5 44.4 44.3 56.4 65.1 48.8 43.4 42.7 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50. 53. 50. 51. 51. 56. 56. 51. 62. 61. 70. 50. 44. 44. 48. 54. 65. 78. 68. 54. 64. 49. 44. 45. 46. 43. 44. 44. 45. 6 3 8 4 9 8 8 0 9 0 8 30 6 9 5 5 8 3 7 5 5 3 6 0 11 2 87 2 5 2 9 0 2 5 7 7 4 5 1 1 0 9 5 1 2 9 0 7 2 2 0 6 9 0 4 3 2 7 1 7 7 8 3 0 .9 .0 8 4 42.7 42.5 42. 44. 44. .9 .1 .2 43.4 42. 42. 41. 43. .6 .2 .9 .4 59. 53. 46. 46. 46. 47. 63. 64. 45. 43. 44. 45.55. 71. 57. 47. 53. 77. 70. 59. 80. 78. 56. 48. 59. 69. 73. 52. 47. 48. 53. 79. 69. 63. 67. 68. 50. 51. 69. 80. 62. 49. 54. 56. 55. 55. 54. 61. 62. 55. 66. 62. 75. 55. 47. 46. 51. 56. 70. 80. 77. 59. 69. 6 5 1 5 4 7 1 1 1 6 7 27 5 5 5 4 0 2 6 6 7 7 8 3 0 0 0 6 7 5 2 6 7 7 1 5 5 2 9 5 4 2 3 1 1 1 4 3 4 0 9 9 9 1 1 1 8 4 9 .1 .6 .3 55.5 46. 50. 51. 44. 49. 47. 51. 45. 1 ,6 .4 .8 .3 .6 .4 .1 46.9 45. 46, 46. 45. 43. 44. 43 46 .4 .3 .6 .3 .6 .6 .1 .4 64.5 56.3 51.8 51. 5152 63 65 50 SO 49 4955 73 57 52 54 78 69 61 81 76 59 53 61 70 74 53 51 52 56 80 67 68 71 67 53 54 65 80 66 53 57 60 57 58 58 63 63 58 69 68 77 57 51 51 55 61 72 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62.2 55.4 52.7 50.7 52.5 62.8 66.5 66.4 65.5 57.3 49.8 50.3 54.6 49.5 55.1. 63.1 60.3 58.9 56.5 63.6 68.7 65.3 64.6 67.7 64.7 63.9 62.6 65.9 67.7 68.5 69.2 75.4 77.3 68.5 63.9 63.0 59.2 54.3 55.1 54.8 61.0 62.9 71.7 64.6 58.4 66.0 60.5 62.2 58.5 64.0 72.5 69.0 68.7 70.1 64.5 56.7 55.5 57.8 66.2 56.4 53.1 65.6 64.9 66.3 65.5 54.4 52.4 61.4 65.4 65.1 58.8 53.7 63.1 63.5 61.5 63.9 66.6 58.7 58.0 55.0 55.8 65.7 71.0 70.0 68.8 61.1 54.3 52.6 W/U-At^ 54.8 „ ' 60.0 L:\DRAFT\3168n\measure\meter275\TIMEfflST.TXT 5/24/99 2:15PM ATTACHMENT 2 STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH ) Rancho Carrillo Village L - Contour receivers EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT .00 1.00 .00 .00 .00 .000 2.300 8.000 CODE DESCRIPTION 1 RECEIVER HEIGHT ADJUSTMENT 2 A-WEIGHTED SOUND LEVEL ONLY 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES CARS—CALVENO CO = 5.20 Cl = (CARS) (HT) (MT) (VEH4) 38.80 SO = HEIGHT ADJUSTMENT FOR TYPES VEHICLES MT—CALVENO CO =35.30 Cl =25.60 SO = HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES HT—CALVENO (VEH5) (VEH6) CO =50.40 Cl =19.20 SO = .00 .00 .00 OROADWAY Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6260675.3 6260363.1 6260328.0 6260279.4 6260211.3 6260157.5 6260085.3 6260031.5 6259977.3 VEHICLES/HOUR 0. 0. 0. 1192. 44. 16. Y 1987951.8 1988507.7 1988563.9 1988637.5 1988730.9 1988799.0 1988888.9 1988955.2 1989022.6 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.5 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 GRADE 0 0 0 0 0 0 0 0 0 CONTOUR.STA 05/21/99 4:02 PM 1011 OROADWAY 10 11 6259774.0 6259648.7 1989273.6 1989429.4 297.6 283.7 0 0 Melrose Drive - southbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6260629.3 6260316.6 6260282.2 6260234.7 6260168.4 6260116.1 6260042.6 6259990.2 6259935.2 6259732.1 6259606.3 VEHICLES/HOUR 0. 0. 0. 1192. 44. 16. i^r\f"YPT"\TM&T|[<'C Y 1987923.3 1988479.2 1988535.1 1988606.7 1988698.4 1988764.6 1988855.5 1988920.3 1988988.4 1989239.6 1989395.1 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.9 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 297.9 284.1 GRADE 1 1 1 1 1 1 1 1 1 1 1 BARRIER TYPE (A)South Slope BARRIER 9 10 BARRIER 10 11 12 13 14 15 X Y 6260423.5 1988491.3 6260442.9 1988486.8 6260481.8 1988478.2 6260832.9 1988689.6 2 TYPE (A) Road X Y 6259671.5 1989449.1 6259798.1 1989293.9 6260007.8 1989035.5 6260043.7 1988990.7 6260097.7 1988923.9 6260170.0 1988834.8 6260242.2 1988743.5 6260293.9 1988672.3 6260343.2 1988599.1 6260369.8 1988557.9 3 TYPE (A) Road X Y 6260369.8 1988557.9 6260376.9 1988555.5 6260399.6 1988549.9 6260426.9 1988504.8 6260418.9 1988474.8 Z 367.5 367.5 387.5 389.0 Edge Z 284.9 298.8 322.0 326.0 332.0 340.0 348.0 354.0 360.0 362.5 Edge ( cont Z 362.5 364.0 365.0 367.0 368.0 ZO 367.5 367.5 387.5 389.0 ZO 284.9 298.8 322.0 326.0 332.0 340.0 348.0 354.0 360.0 362.5 DELZ 6260696.0 1987963.3 404.0 ZO 362.5 364.0 365.0 367.0 368.0 404.0 .0 DELZ .0 DELZ .0 BARRIER 4w 1 2 3 4 TYPE (A)Additional Wall 6260274.3 1988709.4 6260269.5 1988721.0 6260245.1 1988754.8 6260252.9 1988761.4 6260280.2 1988782.9 Z 352. 351. 351. 351, 351.1 ZO 352.0 351.1 351.1 351.1 351.1 DELZ .0 BARRIER 5 TYPE(A) Existing Wall COORDINATES CONTOUR.STA 05/21/99 4:02 PM 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 13 14 1 BARRIER 1 2 3 4 5 6 7 8 9 10 1 BARRIER 10 11 12 X Y Z 6260235.8 1988761.5 352.0 6260250.6 1988741.7 354.0 6260263.2 1988724.7 356.0 6260274.3 1988709.4 358.0 6260290.8 1988686.5 360.0 6260306.6 1988664.8 362.0 6260323.6 1988639.9 364.0 6260341.0 1988612.9 366.0 6260357.9 1988586.8 368.0 6260362.9 1988579.2 369.0 6 TYPE (A) Existing Wall _ f nfYR HTN & *n? C — X Y Z 6260362.9 1988579.2 369.0 6260382.7 1988574.5 370.0 6260399.7 1988570.5 372.0 6260417.1 1988566.2 372.0 6260438.4 1988579.4 372.0 7 TYPE (A) New Wall X Y Z 6260221.6 1988779.0 349.0 6260220.9 1988787.4 349.0 6260204.5 1988824.3 349.0 6260178.4 1988868.1 349.0 6260176.6 1988877.1 349.0 6260179.4 1988885.8 349.0 6260184.9 1988890.7 349.0 6260276.5 1988963.6 349.0 6260287.9 1988967.7 350.2 6260364.0 1989026.9 350.2 8 TYPE (A) New Wall (cont X Y Z 6260364.0 1989026.9 350.2 6260386.3 1989051.1 351.6 6260441.5 1989068.2 351.6 ZO 346.0 348.0 350.0 352.0 354.0 356.0 358.0 360.0 362.0 363.0 ( cont . ) ZO 363.0 364.0 366.0 366.0 366.0 ZO 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 350.2 350.2 .) ZO 350.2 351.6 351.6 DELZ .0 DELZ .0 DELZ .0 DELZ .0 Contour Receivers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 X 6260391.6 6260428.7 6260496.4 6260576.9 6260322.7 6260356.9 6260403.1 6260477.0 6260311.1 6260344.6 6260388.7 6260465.4 6260564.1 6260272.3 6260283.9 6260304.9 6260374.7 6260253.8 6260267.0 6260283.1 6260219.9 6260243.0 6260271.5 6260387.0 6260184.9 6260203.4 6260274.0 Y 1988596.4 1988614.5 1988659.5 1988712.3 1988656.6 1988679.7 1988711.1 1988763.5 1988677.3 1988698.7 1988727.6 1988780.0 1988862.9 1988720.2 1988729.2 1988746.2 1988800.6 1988753.6 1988764.3 1988778.3 1988803.1 1988820.4 1988837.8 1988928.1 1988877.8 1988885.6 1988938.9 Z 358.4 358.4 358.4 357.5 358.4 358.4 358.4 357.5 356.1 356.1 356.1 356.0 356.0 356.1 356.1 356.1 356.1 356.1 356.1 356.1 354.0 354.0 354.0 355.2 354.0 354.0 354.0 CONTOUR.STA 05/21/99 4:02 PM 28 29 30 31 32 33 34 35 36 37 38 6260369.3 6260286.1 6260311.6 6260449.2 6260409.3 6260488.5 6260348.9 6260380.2 6260465.1 6260424.5 1989010.6 1988703.7 1988719.2 1988983.2 1989043.3 1989060.2 1988618.8 1988640.3 1988704.3 1988583.2 6260515.6 1988640.6 355.2 356.1 356.1 356.6 356.6 356.6 361.0 358.4 358.4 367.0 367.0 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 2 * 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER 1 LEQ(H) 57.3 L10 60.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 123456789 10 46.7 47.6 48.9 46.8 42.9 42.3 39.8 39.0 43.3 38.7 123456789 10 46.4 44.6 46.5 45.9 42.5 42.0 39.2 38.3 42.1 38.5 RECEIVER 2 LEQ(H) 57.7 L10 61.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 123456789 10 47.9 46.0 47.9 46.5 43.2 43.8 41.4 39.8 42.1 36.1 123456789 10 47.5 45.0 47.2 46.7 43.5 43.3 40.8 40.4 44.5 39.1 RECEIVER 3 LEQ(H) 58.2 L10 61.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123 45 67 8 9 10 52.0 43.2 45.1 44.8 42.8 43.5 38.8 36.4 39.8 35.6 CONTOUR.STA 05/21/99 4:02 PM 2 123456789 10 51.9 43.7 46.1 46.1 43.5 44.3 42.1 40.1 42.0 37.0 1 RECEIVER LEQ(H) L10 4 56.2 59.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.6 40.4 42.2 42.5 41.6 41.1 36.2 35.1 39.2 35.0 2 123456789 10 49.6 41.7 44.1 44.4 42.4 43.6 39.9 37.6 40.7 36.5 1 RECEIVER LEQ(H) L10 5 60.8 64.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 48.2 52.9 52.7 47.4 46.0 42.6 41.2 44.5 40.1 2 123456789 10 50.3 46.1 49.3 49.8 46.0 45.3 42.1 41.1 44.4 39.9 1 RECEIVER LEQ(H) L10 6 61.9 65.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 48.3 52.0 52.2 48.2 48.1 44.5 42.8 45.0 39.1 2 123456789 10 52.3 48.5 51.4 52.0 48.5 47.9 45.1 44.3 47.2 41.6 1 RECEIVER LEQ(H) L10 7 60.3 63.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.2 46.0 48.6 49.3 47.3 47.0 42.3 39.6 42.4 37.9 2 123456789 10 51.5 47.1 49.6 50.4 47.8 48.1 45.1 43.0 45.1 39.3 1 RECEIVER LEQ(H) L10 8 58.0 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT CONTOUR.STA 05/21/99 4:02 PM 1 123456789 10 49.3 42.6 44.7 45.7 45.0 43.9 38.7 37.7 41.7 37.4 2 123456789 10 50.5 44.4 46.6 47.5 45.8 46.5 42.3 39.9 43.1 38.8 1 RECEIVER LEQ(H) L10 9 60.6 63.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.2 46.9 51.3 53.3 48.0 46.5 43.5 42.2 45.4 41.3 2 123456789 10 49.5 45.1 48.5 50.0 46.6 45.8 42.5 41.4 44.9 40.7 1 RECEIVER LEQ(H) L10 10 61.6 65.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.5 47.3 50.9 52.4 48.9 48.7 44.7 42.6 44.6 38.4 2 123456789 10 51.5 47.3 50.4 51.8 48.8 48.4 45.7 44.6 47.1 41.1 1 RECEIVER LEQ(H) L10 11 60.2 63.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.7 45.5 48.3 49.5 47.9 47.2 42.2 39.4 42.4 37.7 2 123456789 10 51.0 46.6 49.2 50.3 48.1 48.5 45.3 42.8 44.8 39.1 1 RECEIVER LEQ(H) LlO 12 58.0 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 48.9 42.4 44.5 45.8 45.3 44.0 38.7 38.0 41.8 37.4 2 123456789 10 50.1 44.2 46.5 47.6 46.2 46.6 42.3 39.7 43.2 38.8 1 RECEIVER LEQ(H) LlO 13 55.8 59.3 CONTOUR.STA 05/21/99 4:02 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 47.1 39.2 41.0 42.3 43.2 40.7 37.2 37.3 41.2 36.8 2 123456789 10 48.5 41.5 43.6 44.8 44.6 44.0 39.4 38.7 42.7 38.1 1 RECEIVER LEQ(H) L10 14 66.6 70.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.9 49.0 53.9 61.5 56.7 52.7 47.9 45.7 48.0 42.5 2 123456789 10 52.4 49.1 53.6 58.0 55.0 52.9 48.5 46.6 49.0 43.4 1 RECEIVER LEQ(H) L10 15 65.7 69.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.7 48.5 53.1 59.2 55.6 52.7 48.1 45.7 48.0 42.2 2 123456789 10 52.7 49.3 53.3 57.4 54.8 52.9 48.5 47.0 49.3 43.5 1 RECEIVER LEQ(H) L10 16 64.2 67.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.0 47.3 51.2 55.8 54.1 52.2 46.9 44.6 46.3 40.1 2 123456789 10 52.4 48.4 52.2 55.4 53.5 52.5 48.4 46.5 48.6 42.6 1 RECEIVER LEQ(H) L10 17 60.6 64.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.4 44.0 46.8 49.4 50.2 47.7 41.9 40.7 44.3 39.7 2 123456789 10 51.1 45.9 48.7 50.9 50.5 50.1 45.4 42.8 45.7 41.0 CONTOUR.STA 05/21/99 4:02 PM RECEIVER LEQ(H) LlO 18 70.8 74.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.2 49.0 54.1 64.0 62.8 60.0 51.7 49.0 50.7 44.5 2 123456789 10 53.8 50.9 56.9 62.9 61.8 58.8 54.8 52.7 54.0 47.0 1 RECEIVER LEQ(H) LlO 19 68.3 71.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.7 48.0 52.3 60.3 62.2 55.7 49.2 46.8 48.6,42.6 2 123456789 10 52.7 48.9 53.3 58.6 58.2 59.0 51.7 48.8 50.2 43.9 1 RECEIVER LEQ(H) LlO 20 66.3 69.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 47.0 50.8 57.0 59.0 54.5 48.3 45.6 47.1 41.4 2 123456789 10 52.3 48.2 52.1 56.6 58.2 56.3 49.8 47.3 49.4 42.9 1 RECEIVER LEQ(H) LlO 21 72.6 75.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.1 48.5 53.8 62.7 67.3 63.9 56.5 53.4 54.2 46.0 2 123456789 10 56.3 52.4 56.3 61.4 62.9 62.1 56.7 54.1 55.8 49.5 1 RECEIVER LEQ(H) LlO 22 67.9 71.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.6 46.2 50.1 59.2 60.9 57.5 50.6 47.2 48.7 42.7 CONTOUR.STA 05/21/99 4:02 PM 2 123456789 10 51.7 47.7 52.0 59.6 59.0 58.2 51.5 48.9 50.4 44.0 1 RECEIVER LEQ(H) L10 23 64.9 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.9 45.0 48.2 54.4 57.2 53.4 47.1 45.0 47.9 42.4 2 12 3456789 10 51.2 46.7 50.3 56.8 56.3 54.3 49.7 46.9 49.1 43.6 1 RECEIVER LEQ(H) L10 24 59.4 62.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT. 1 123456789 10 47.5 40.9 43.3 46.3 48.3 45.2 44.0 43.9 47.3 42.1 2 123456789 10 49.4 43.5 46.0 49.0 49.6 47.8 44.7 44.5 48.2 43.1 1 RECEIVER LEQ(H) L10 25 71.4 74.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.5 46.9 52.2 57.8 61.7 65.7 60.0 56.0 56.3 47.9 2 123456789 10 55.4 50.3 53.7 57.9 59.9 62.6 58.9 56.3 57.3 50.4 1 RECEIVER LEQ(H) L10 26 68.0 71.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.8 44.8 48.8 55.6 56.7 59.0 55.3 54.2 54.8 46.7 2 123456789 10 53.0 49.7 53.5 56.6 57.2 58.7 55.3 54.7 57.0 50.3 1 RECEIVER LEQ(H) L10 27 63.4 66.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT CONTOUR.STA 05/21/99 4:02 PM 1 123456789 10 48.6 42.5 45.2 50.6 50.6 50.9 51.1 50.6 52.2 45.5 2 123456789 10 49.9 44.5 48.0 53.3 50.9 51.5 50.4 50.5 54.7 48.2 1 RECEIVER LEQ(H) L10 28 60.5 63.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 46.8 39.8 42.1 45.6 46.3 46.4 48.1 47.5 50.5 44.8 2 123456789 10 48.7 42.5 45.0 48.9 47.0 47.5 47.3 49.2 52.5 47.1 1 RECEIVER LEQ(H) L10 29 63.2 66.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.7 47.8 52.5 57.1 51.9 49.8 46.0 44.3 47.0 41.7 2 123456789 10 50.8 46.9 50.7 53.5 50.2 48.8 45.4 44.2 47.3 42.4 1 RECEIVER LEQ(H) L10 30 63.5 67.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 47.7 51.8 55.6 52.1 51.0 46.5 44.4 46.5 40.6 2 123456789 10 52.2 48.3 52.0 54.6 51.9 50.9 47.4 46.0 48.3 42.7 1 RECEIVER LEQ(H) LlO 31 58.1 61.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 46.6 39.3 41.3 43.8 45.7 43.0 43.2 43.1 47.0 42.3 2 123456789 10 48.6 41.9 44.3 46.7 47.4 45.6 43.9 43.8 47.8 43.3 1 RECEIVER LEQ(H) LlO 32 59.8 63.2 CONTOUR.STA 05/21/99 4:02 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 46.3 38.9 41.0 44.1 45.0 45.3 47.3 46.5 49.9 44.5 2 123456789 10 48.3 41.8 44.1 47.7 45.9 46.4 47.5 48.2 51.8 46.7 1 RECEIVER LEQ(H) L10 33 57.5 60.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 45.7 37.7 39.6 42.0 43.5 42.0 43.4 43.1 47.6 43.7 2 123456789 10 47.6 40.6 42.8 45.4 44.9 44.3 43.7 43.7 48.3 45.8 1 RECEIVER LEQ(H) L10 34 60.5 63.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.6 50.0 53.2 50.4 45.6 44.4 41.2 39.8 43.1 38.6 2 123456789 10 51.0 47.1 49.5 48.6 44.8 44.1 40.9 39.9 43.2 38.8 1 RECEIVER LEQ(H) L10 35 60.0 63.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.9 48.4 50.9 49.3 45.5 45.2 43.3 41.6 44.3 38.7 2 123456789 10 50.5 47.2 49.5 49.1 45.6 45.1 42.2 41.6 45.7 40.9 1 RECEIVER LEQ(H) L10 36 58.7 62.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.7 44.1 46.1 46.3 44.8 44.6 39.7 37.3 41.1 36.8 2 123456789 10 51.2 45.4 47.4 47.8 45.4 46.2 43.1 41.2 42.9 38.2 1 CONTOUR.STA 05/21/99 4:02 PM RECEIVER LEQ(H) L10 37 60.6 64.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.9 49.6 50.9 48.8 45.0 44.5 42.1 41.5 44.6 39.5 2 123456789 10 51.6 47.7 50.6 50.1 46.4 45.7 42.7 41.7 45.3 41.2 1 RECEIVER LEQ(H) L10 38 60.0 63.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.8 46.4 45.8 45.3 43.1 44.1 40.0 37.6 41.2 37.2 2 123456789 10 54.7 45.8 47.6 47.5. 44.7 45.0 42.7 41.3 43.6 38.6 CONTOUR.STA 05/21/99 4:02 PM ATTACHMENT 3 KEY TO FILE CODES ATTACHMENT 3 *.STA *.OPT NOWALL1 NOWALL2 WALL16 WALL26 NORECWL NORECWL2 STAMINA output file OPTIMA output file Future traffic conditions, no constructed sound barriers, first-floor receivers Future traffic conditions, no constructed sound barriers, second-floor receivers Future traffic conditions, with constructed sound barriers, first-floor receivers Future traffic conditions, with constructed sound barriers, second- floor receivers Future traffic conditions, with constructed sound barriers, first-floor receivers, wall not running along entire northern recreation boundary Future traffic conditions, with constructed sound barriers, second- floor receivers, wall not running along entire northern recreation boundary STAM2VU1Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH Rancho Carrillo Village L - 1st floor receivers - no new walls EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS--CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPE5 VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT—CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6260675.3 6260363.1 6260328.0 6260279.4 6260211.3 6260157.5 6260085.3 6260031.5 6259977.3 VEHICLES/HOUP 0. 0. 0. 1192. 44. 16. Y 19879S1.8 1988507.7 1988563.9 1988637.5 1988730.9 1988799.0 1988888.9 1988955.2 1989022.6 I SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.5 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 GRADE 0 0 0 0 0 0 0 0 0 NOWALL1.STA 05/21/99 4:02 PM 1011 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 BARRIER BARRIER 1 2 3 4 S 6 1 8 9 10 BARRIER 10 11 12 13 14 15 BARRIER 6259774.0 1989273.6 6259648.7 1989429.4 2 Melrose Drive - southbound VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1192. VEH5 44. VEH6 16. X Y 6260629.3 1987923.3 6260316.6 1988479.2 6260282.2 1988535.1 6260234.7 1988606.7 6260168.4 1988698.4 6260116.1 1988764.6 6260042.6 1988855.5 6259990.2 1988920.3 6259935.2 1988988.4 6259732.1 1989239.6 6259606.3 1989395.1 1 TYPE (A) South Slope pnnpnTHiT'pc-. X Y Z ZO 6260423.5 1988491.3 367.5 367.5 6260442.9 1988486.8 367.5 367.5 6260481.8 1988478.2 387.5 387.5 6260832.9 1988689.6 389.0 389.0 2 TYPE (A) Road Edge rinnDnTHarPTrc X Y Z ZO 6259671.5 1989449.1 284.9 284.9 6259798.1 1989293.9 298.8 298.8 6260007.8 1989035.5 322.0 322.0 6260043.7 1988990.7 326.0 326.0 6260097.7 1988923.9 332.0 332.0 6260170.0 1988834.8 340.0 340.0 6260242.2 1988743.5 348.0 348.0 6260293.9 1988672.3 354.0 354.0 6260343.2 1988599.1 360.0 360.0 6260369.8 1988557.9 362.5 362.5 3 TYPE (A) Road Edge (cont.) (T^flT3T"lTMl'PT?O *- X Y Z ZO 6260369.8 1988557.9 362.5 362.5 6260376.9 1988555.5 364.0 364.0 6260399.6 1988549.9 365.0 365.0 6260426.9 1988504.8 367.0 367.0 6260418.9 1988474.8 368.0 368.0 6260696.0 1987963.3 404.0 404.0 4 TYPE (A) Buildings X Y Z ZO 6260422.9 1989046.1 371.6 351.6 6260333.5 1988980.4 370.2 350.2 6260210.0 1988889.1 369.0 349.0 6260260.9 1988828.3 369.0 349.0 6260299.9 1988781.4 371.1 351.1 6260355.2 1988704.8 371.1 351.1 6260366.6 1988684.1 373.4 353.4 6260422.4 1988609.5 373.4 353.4 297.6 283.7 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.9 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 297.9 284.1 DELZ DELZ DELZ DELZ_ 0 0 GRADE 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 NOWALL1.STA 05/21/99 4:02 PM BARRIER TYPE(A)Additional Wall 4w 1 2 3 4 5 BARRIER 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 BARRIER 1 2 3 4 5 6 7 8 9 10 BARRIER 1011 12 13 14 15 16 17 18 19 V^UUfUJ J.INA 1 Cjto X Y Z 6260274.3 1988709.4 352.0 6260269.5 1988721.0 351.1 6260245.1 1988754.8 351.1 6260252.9 1988761.4 351.1 6260263.6 1988769.9 351.1 6260276.4 1988780.1 351.1 6 TYPE (A) Existing Wall rr^rvcnTW ATTTC X Y Z 6260235.8 1988761.5 352.0 6260250.6 1988741.7 354.0 6260263.2 1988724.7 356.0 6260274.3 1988709.4 358.0 6260290.8 1988686.5 360.0 6260306.6 1988664.8 362.0 6260323.6 1988639.9 364.0 6260341.0 1988612.9 366.0 6260357.9 1988586.8 368.0 6260362.9 1988579.2 369.0 7 TYPE (A) Existing Wall V Y 7 6260362.9 1988579.2 369.0 6260382.7 1988574.5 370.0 6260399.7 1988570.5 372.0 6260417.1 1988566.2 372.0 6260438.4 1988579.4 372.0 8 TYPE (A) New Wall X Y Z 6260221.6 1988779.0 349.0 6260220.9 1988787.4 349.0 6260204.5 1988824.3 349.0 6260178.4 1988868.1 349.0 6260176.6 1988877.1 349.0 6260179.4 1988885.8 349.0 6260184.9 1988890.7 349.0 6260199.6 1988902.8 349.0 6260223.7 1988921.8 349.0 6260247.8 1988940.7 349.0 9 TYPE (A) New Wall (cont r"OOT3I~lTHirT1T?C X Y Z 6260247.8 1988940.7 349.0 6260275.4 1988962.8 349.0 6260287.9 1988967.7 350.2 6260310.7 1988985.4 350.2 6260336.5 1989005.6 350.2 6260364.6 1989027.5 350.2 6260384.9 1989049.6 351.6 6260389.8 1989053.2 351.6 6260418.6 1989061.4 351.6 6260441.2 1989068.1 351.6 ZO 352.0 351.1 351.1 351.1 351.1 351.1 ZO 346.0 348.0 350.0 352.0 354.0 356.0 358.0 360.0 362.0 363.0 ( cont . ) ZO 363.0 364.0 366.0 366.0 366.0 ZO 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 .) ZO 349.0 349.0 350.2 350.2 350.2 350.2 351.6 351.6 351.6 351.6 DELZ .0 DELZ .0 DELZ .0 DELZ .0 DELZ .0 First Floor Receivers 1 2 3 4 5 X 6260410.1 6260393.6 6260374.7 6260357.4 6260345.1 Y 1988602.6 1988626.1 1988654.0 1988678.7 1988697.4 Z 358.4 358.4 358.4 358.4 356.1 NOWALL1.STA 05/21/99 4:02 PM 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 6260327.8 6260307.7 6260291.4 6260250.5 6260225.2 6260198.8 6260223.5 6260272.5 6260296.0 6260365.4 6260408.1 6260306.8 6260320.5 6260330.5 6260278.4 6260292.9 6260307.0 6260250.9 6260260.1 6260269.4 6260279.5 ALPHA FACTORS - RECEIVER 1 * .0 . .0 . .0 . 2 * .0 . .0 . .0 . 1 SHIELDING 1 * .0 . .0 . .0 . 2 * .0 . .0 . .0 . 1 RECEIVER 1 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 FACTORS 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 LEQ(H) 57.5 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 1988722.9 356.1 1988752.0 356.1 1988776.0 356.1 1988823.5 354.0 1988852.7 354.0 1988885.9 354.0 1988906.0 354.0 1988945.1 354.0 1988959.1 355.2 1989013.3 355.2 1989042.1 356.6 1988687.7 356.1 1988696.7 356.1 1988703.8 356.1 1988716.8 356.1 1988727.5 356.1 1988739.1 356.1 1988754.4 356.1 1988761.5 356.1 1988768.2 356.1 1988775.8 356.1 ACROSS, ROADWAY DOWN .0 .0 .0 .0 .0 .0 - RECEIVER .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 L10 60.9 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 1234567 89 10 47.1 46.7 48.4 46.7 43.1 42.9 41.1 40.2 43.2 37.7 1234567 89 10 46.8 44.7 46.9 46.4 43.0 42.7 40.0 39.2 43.6 39.8 RECEIVER 2 LEQ(H) 59.1 L10 62.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 123456789 10 49.0 47.9 50.0 48.2 44.4 44.4 42.5 41.0 43.8 38.2 123456789 10 49.4 46.7 48.6 48.0 44.5 44.2 41.4 40.7 45.0 40.4 RECEIVER 3 LEQ(H) 60.6 L10 64.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA NOWALL1.STA 05/21/99 4:02 PM ROADWAY SEGMENT 1 123456789 10 50.4 48.4 51.3 50.2 46.3 46.3 43.7 41.9 44.4 38.6 2 123456789 10 51.2 47.8 50.1 49.9 46.5 46.0 43.3 42.5 46.3 41.2 1 RECEIVER LEQ(H) L10 4 61.8 65.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 48.3 51.9 52.2 48.1 48.0 44.5 42.8 45.0 39.1 2 123456789 10 52.2 48.5 51.3 51.9 48.5 47.8 45.0 44.2 47.2 41.6 1 RECEIVER LEQ(H) L10 5 61.5 65.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.4 47.3 50.9 52.3 48.8 48.6 44.7 42.6 44.6 38.4 2 123456789 10 51.5 47.3 50.4 51.7 48.7 48.3 45.6 44.6 47.1 41.1 1 RECEIVER LEQ(H) LlO 6 62.7 66.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.8 47.2 51.0 54.0 51.1 50.4 45.5 43.3 45.2 39.1 2 123456789 10 52.0 47.9 51.4 53.6 51.1 50.4 47.2 45.5 47.7 41.7 1 RECEIVER LEQ(H) LlO 7 64.0 67.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.9 47.0 50.8 55.3 54.2 52.1 46.7 44.3 45.9 40.1 2 123456789 10 52.3 48.3 51.9 55.2 53.3 52.7 48.4 46.3 48.4 42.1 1 NOWALL1.STA 05/21/99 4:02 PM RECEIVER LEQ(H) L10 8 65.4 68.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.9 46.8 50.5 56.2 57.4 53.7 47.7 44.9 46.5 41.0 2 123456789 10 52.2 48.1 51.9 55.9 56.3 55.6 49.3 46.9 49.0 42.5 1 RECEIVER LEQ(H) L10 9 67.0 70.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.4 46.0 49.5 57.6 60.1 56.4 49.7 46.3 48.3 42.6 2 123456789 10 51.6 47.3 51.4 59.0 58.2 56.8 51.0 48.5 49.9 43.8 1 RECEIVER LEQ(H) L10 10 67.4 71.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.2 45.6 49.3 57.6 58.8 58.7 51.6 48.7 50.2 43.8 2 123456789 10 51.9 48.4 53.7 57.9 58.2 58.5 52.5 49.7 51.1 44.9 1 RECEIVER LEQ(H) L10 11 68.7 72.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1234567 89 10 49.9 45.1 49.0 55.6 57.2 59.7 57.3 55.7 55.2 46.9 2 123456789 10 53.6 50.2 53.5 56.9 57.6 59.6 56.9 55.8 57.1 50.4 1 RECEIVER LEQ(H) L10 12 64.3 67.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 34.4 29.3 32.3 36.8 39.2 54.9 55.5 53.4 53.8 46.2 2 123456789 10 NOWALL1.STA 05/21/99 4:02 PM 35.1 29.8 33.0 36.7 37.7 54.9 54.8 55.1 56.7 49.7 1 RECEIVER LEQ(H) L10 13 61.7 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 34.0 28.7 31.5 35.2 36.5 50.3 52.5 50.7 52.3 45.6 2 123456789 10 34.7 29.0 31.8 35.1 36.5 50.4 52.4 53.0 54.8 48.3 1 RECEIVER LEQ(H) L10 14 60.9 64.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 33.9 28.4 31.2 34.5 35.6 48.8 51.2 49.9 51.9 45.4 2 123456789 10 34.5 28.7 31.5 34.4 35.8 49.0 51.5 52.1 54.3 48.1 1 RECEIVER LEQ(H) L10 15 58.8 62.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 33.3 27.3 29.9 32.7 33.9 45.7 48.6 47.6 50.6 44.9 2 123456789 10 33.9 27.7 30.1 33.2 34.6 46.1 48.6 49.3 52.6 47.2 1 RECEIVER LEQ(H) L10 16 57.9 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 33.0 26.7 29.1 31.9 33.0 44.5 47.3 46.5 49.9 44.5 2 123456789 10 33.5 27.2 29.5 32.5 33.8 44.8 47.5 48.2 51.8 46.8 1 RECEIVER LEQ(H) L10 17 61.8 65.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 NOWALL1.STA 05/21/99 4:02 PM 50.7 47.4 52.0 54.7 49.4 48.1 44.8 43.3 46.8 41.5 2 123456789 10 50.5 46.3 49.9 51.8 48.4 47.3 44.0 43.0 46.5 41.8 1 RECEIVER LEQ(H) L10 18 62.4 65.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.9 47.8 52.0 54.3 50.0 49.0 45.9 43.9 46.3 40.5 2 123456789 10 51.6 47.5 51.0 52.8 49.5 48.8 45.7 44.4 47.9 42.4 1 RECEIVER LEQ(H) L10 19 62.2 65.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.8 47.5 51.4 53.6 50.0 49.4 45.4 43.4 45.5 39.6 2 123456789 10 51.7 47.7 51.0 52.8 49.7 49.2 46.1 45.2 47.6 41.9 1 RECEIVER LEQ(H) LlO 20 65.5 69.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.6 48.7 53.6 59.7 55.3 52.0 47.4 45.5 48.3 42.3 2 123456789 10 52.3 48.8 52.7 56.6 53.9 52.1 48.0 46.3 48.7 43.3 1 RECEIVER LEQ(H) LlO 21 64.9 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.6 48.0 52.6 57.7.54.4 52.3 47.6 45.4 47.6 41.8 2 123456789 10 52.5 48.9 52.9 56.2 53.9 52.3 48.2 46.7 48.9 43.3 1 RECEIVER LEQ(H) LlO 22 64.0 67.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA NOWALL1.STA 05/21/99 4:02 PM ROADWAY SEGMENT 1 123456789 10 51.1 47.4 51.4 55.8 53.6 51.9 46.7 44.5 46.4 40.1 2 123456789 10 52.4 48.5 52.2 55.2 53.1 52.1 48.2 46.4 48.5 42.5 1 RECEIVER LEQ(H) L10 23 71.8 75.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.3 49.1 54.6 65.1 64.1 60.3 53.0 49.9 51.8 44.9 2 123456789 10 54.8 52.6 57.8 63.7 62.6 60.0 54.9 52.7 54.5 48.2 1 RECEIVER LEQ(H) L10 24 69.4 73.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.9 48.4 53.1 61.9 62.9 57.7 50.0 47.3 48.9 42.8 2 123456789 10 52.8 49.4 54.2 60.3 59.6 59.7 53.4 50.3 51.4 44.6 1 RECEIVER LEQ(H) L10 25 68.0 71.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1. 0 DBA ROADWAY SEGMENT 1 123456789 10 51.5 47.9 51.9 59.5 61.9 55.5 49.2 46.6 48.5 42.4 2 123456789 10 52.6 48.8 53.0 58.1 58.6 58.5 51.4 48.4 50.0 43.8 1 RECEIVER LEQ(H) L10 26 66.7 70.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.2 47.2 51.1 57.6 59.7 54.8 48.6 45.9 47.5 41.4 2 123456789 10 52.4 48.5 52.3 56.9 58.3 56.9 50.0 47.5 49.5 43.3 NOWALL1.STA 05/21/99 4:02 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TO 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH ) Rancho Carrillo Village L - 2nd floor receivers - no new walls EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT--CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6260675.3 6260363.1 6260328.0 6260279.4 6260211.3 6260157.5 6260085.3 6260031.5 6259977.3 VEHICLES/HOUR 0. 0. 0. 1192. 44. 16.r* n rvR TVT TGI 'PT? c Y 1987951.8 1988507.7 1988563.9 1988637.5 1988730.9 1988799.0 1988888.9 1988955.2 1989022.6 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.5 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 GRADE 0 0 0 0 0 0 0 0 0 NOWALL2.STA 05/21/99 4:01 PM 1011 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 BARRIER BARRIER 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 15 BARRIER 6259774.0 1989273.6 6259648.7 1989429.4 2 Melrose Drive - southbound VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1192. VEH5 44 . VEH6 16. X Y 6260629.3 1987923.3 6260316.6 1988479.2 6260282.2 1988535.1 6260234.7 1988606.7 6260168.4 1988698.4 6260116.1 1988764.6 6260042.6 1988855.5 6259990.2 1988920.3 6259935.2 1988988.4 6259732.1 1989239.6 6259606.3 1989395.1 1 TYPE (A) South Slope _ (TifYR DT N & fPP C — X Y Z ZO 6260423.5 1988491.3 367.5 367.5 6260442.9 1988486.8 367.5 367.5 6260481.8 1988478.2 387.5 387.5 6260832.9 1988689.6 389.0 389.0 2 TYPE (A) Road Edge /^AAPr^TMA TL'C X Y Z ZO 6259671.5 1989449.1 284.9 284.9 6259798.1 1989293.9 298.8 298.8 6260007.8 1989035.5 322.0 322.0 6260043.7 1988990.7 326.0 326.0 6260097.7 1988923.9 332.0 332.0 6260170.0 1988834.8 340.0 340.0 6260242.2 1988743.5 348.0 348.0 6260293.9 1988672.3 354.0 354.0 6260343.2 1988599.1 360.0 360.0 6260369.8 1988557.9 362.5 362.5 3 TYPE (A) Road Edge (cont.) r*nnp nTKia TIT Q — — X Y Z ZO 6260369.8 1988557.9 362.5 362.5 6260376.9 1988555.5 364.0 364.0 6260399.6 1988549.9 365.0 365.0 6260426.9 1988504.8 367.0 367.0 6260418.9 1988474.8 368.0 368.0 6260696.0 1987963.3 404.0 404.0 4 TYPE (A) Buildings X Y Z ZO 6260422.9 1989046.1 371.6 351.6 6260333.5 1988980.4 370.2 350.2 6260210.0 1988889.1 369.0 349.0 6260260.9 1988828.3 369.0 349.0 6260299.9 1988781.4 371.1 351.1 6260355.2 1988704.8 371.1 351.1 6260366.6 1988684.1 373.4 353.4 6260422.4 1988609.5 373.4 353.4 297.6 283.7 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.9 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 297.9 284.1 DELZ . DELZ DELZ . DELZ 0 0 GRADE 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 NOWALL2.STA 05/21/99 4:01 PM BARRIER TYPE(A)Additional Wall 4w 1 2 3 4 5 X 6260274 6260269 6260245 6260252 6260263 — ^vjurtuxiNAiriO-- Y .3 .5 .1 .9 .6 1988709. 1988721. 1988754. 1988761. 1988769. 40 8 4 9 Z 352. 351. 351. 351. 351. 0 1 1 1 1 ZO 352 351 351 351 351 .0 .1 .1 .1 .1 6260276.4 1988780.1 351.1 351.1 DELZ .0 BARRIER TYPE (A)Existing Wall 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 BARRIER 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 15 16 17 18 19 v-uunu j-iN/vo. ri£> X Y Z 6260235.8 1988761.5 352.0 6260250.6 1988741.7 354.0 6260263.2 1988724.7 356.0 6260274.3 1988709.4 358.0 6260290.8 1988686.5 360.0 6260306.6 1988664.8 362.0 6260323.6 1988639.9 364.0 6260341.0 1988612.9 366.0 6260357.9 1988586.8 368.0 6260362.9 1988579.2 369.0 7 TYPE (A) Existing Wall X Y Z 6260362.9 1988579.2 369.0 6260382.7 1988574.5 370.0 6260399.7 1988570.5 372.0 6260417.1 1988566.2 372.0 6260438.4 1988579.4 372.0 8 TYPE (A) New Wall X Y Z 6260221.6 1988779.0 349.0 6260220.9 1988787.4 349.0 6260204.5 1988824.3 349.0 6260178.4 1988868.1 349.0 6260176.6 1988877.1 349.0 6260179.4 1988885.8 349.0 6260184.9 1988890.7 349.0 6260199.6 1988902.8 349.0 6260223.7 1988921.8 349.0 6260247.8 1988940.7 349.0 9 TYPE (A) New Wall (cont X Y Z 6260247.8 1988940.7 349.0 6260275.4 1988962.8 349.0 6260287.9 1988967.7 350.2 6260310.7 1988985.4 350.2 6260336.5 1989005.6 350.2 6260364.6 1989027.5 350.2 6260384.9 1989049.6 351.6 6260389.8 1989053.2 351.6 6260418.6 1989061.4 351.6 6260441.2 1989068.1 351.6 ZO 346.0 348.0 350.0 352.0 354.0 356.0 358.0 360.0 362.0 363.0 ( cont . ) ZO 363.0 364.0 366.0 366.0 366.0 ZO 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 •' ZO 349.0 349.0 350.2 350.2 350.2 350.2 351.6 351.6 351.6 351.6 DELZ .0 DELZ .0 DELZ .0 DELZ .0 Second Floor Receivers 1 2 3 4 5 1. X 6260410.1 6260393.6 6260374.7 6260357.4 6260345.1 ,UU*\L/inAJ.&O Y 1988602.6 1988626.1 1988654.0 1988678.7 1988697.4 Z 368.4 368.4 368.4 368.4 366.1 NOWALL2.STA 05/21/99 4:01 PM 6 7 8 9 10 11 12 13 14 15 16 1 6260327.8 1988722.9 366.1 6260307.7 1988752.0 366.1 6260291.4 1988776.0 366.1 6260250.5 1988823.5 364.0 6260225.2 1988852.7 364.0 6260198.8 1988885.9 364.0 6260223.5 1988906.0 364.0 6260272.5 1988945.1 364.0 6260296.0 1988959.1 365.2 6260365.4 1989013.3 365.2 6260408.1 1989042.1 366.6 ALPHA FACTORS - RECEIVER 1 * 2 * 1 .0 .0 .0 .0 SHIELDING 1 * 2 * 1 .0 .0 .0 .0 RECEIVER 1 .0 .0 .0 .0 .0 .0 .0 .0 FACTORS .0 .0 .0 .0 .0 .0 .0 .0 LEQ(H) 63.3 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 - RECEIVER ACROSS, ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 L10 66.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 55.4 52.9 53.1 50.7 46.6 45.8 43.3 42.2 45.3 40.1 2 123456789 10 55.5 52.1 53.3 52.2 48.1 47.2 44.0 42.8 46.2 41.6 1 RECEIVER LEQ(H) L10 2 64.2 67.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 55.7 52.9 54.8 52.4 47.9 47.1 44.2 42.8 45.7 40.6 2 123456789 10 56.1 52.8 54.6 53.6 49.3 48.3 44.9 43.6 47.0 42.0 1 RECEIVER LEQ(H) L10 3 65.0 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 1 23 45 6 7 8 9 10 55.2 52.9 56.1 54.7 49.7 48.6 45.2 43.4 46.2 40.9 2 123456789 10 55.8 53.1 55.7 55.3 50.8 49.6 45.9 44.7 48.1 42.6 1 RECEIVER LEQ(H) L10 NOWALL2.STA 05/21/99 4:01 PM 4 65.9 69.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 54.6 52.5 56.9 56.8 51.4 50.4 46.1 44.3 46.7 41.3 2 123456789 10 55.7 53.3 56.8 57.1 52.7 50.9 47.5 47.5 49.5 43.2 1 RECEIVER LEQ(H) L10 5 65.6 69.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.8 51.3 55.7 57.0 52.4 51.0 46.5 44.5 46.9 41.3 2 123456789 10 54.8 52.0 55.7 57.0 53.0 51.5 48.8 47.7 49.2 42.9 1 RECEIVER LEQ(H) L10 6 67.0 70.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.4 50.7 55.5 58.9 55.2 53.1 47.5 45.2 47.4 41.8 2 123456789 10 54.9 52.4 56.7 59.0 55.9 54.8 51.8 49.2 50.2 43.5 1 RECEIVER LEQ(H) L10 7 68.2 71.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.9 50.0 55.0 59.9 58.3 54.7 49.2 46.3 48.1 42.4 2 123456789 10 55.4 52.4 56.6 60.4 58.8 57.5 53.2 50.8 52.1 44.0 1 RECEIVER LEQ(H) L10 8 68.9 72.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.6 49.4 53.9 59.7 60.2 57.2 50.6 47.1 48.6 43.1 2 123456789 10 55.7 52.4 57.0 60.9 59.4 58.2 54.0 52.0 52.8 44.8 NOWALL2.STA 05/21/99 4:01 PM RECEIVER LEQ(H) LlO 9 70.1 73.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.1 48.2 51.8 59.7 63.0 61.4 54.2 49.8 52.2 46.7 2 123456789 10 56.3 51.9 55.5 59.8 60.3 60.1 55.8 53.6 55.1 49.3 1 RECEIVER LEQ(H) LlO 10 70.5 73.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.7 47.8 52.0 59.1 62.5 63.1 57.2 54.1 55.3 48.1 2 123456789 10 55.9 51.1 54.6 58.8 60.0 61.0 56.9 54.6 56.1 49.8 1 RECEIVER LEQ(H) LlO 11 70.6 73.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.7 48.4 52.8 57.5 60.8 63.9 59.1 55.6 56.3 49.4 2 123456789 10 55.3 50.2 53.5 57.6 59.1 61.5 58.1 55.7 57.0 50.4 1 RECEIVER LEQ(H) LlO 12 66.7 70.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.1 33.8 36.7 41.0 43.2 59.2 57.9 55.0 56.1 48.0 2 123456789 10 40.0 34.6 37.9 41.8 43.5 59.6 57.0 55.1 56.7 50.3 1 RECEIVER LEQ(H) LlO 13 63.9 67.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.4 33.9 36.8 40.5 41.1 54.3 54.8 52.4 53.8 46.3 NOWALL2.STA 05/21/99 4:01 PM 2 123456789 10 40.3 34.6 37.6 41.3 42.2 54.4 54.9 53.7 56.0 50.1 1 RECEIVER LEQ(H) L10 14 62.8 66.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.4 33.9 36.8 40.4 39.7 51.8 53.1 51.1 53.1 46.0 2 123456789 10 40.2 34.5 37.6 41.2 41.6 52.6 54.1 53.1 55.6 49.9 1 RECEIVER LEQ(H) L10 15 60.5 64.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.0 33.2 36.0 38.4 36.3 47.9 49.6 48.5 51.2 45.2 2 123456789 10 39.9 34.1 36.8 39.8 38.7 49.3 51.9 51.0 54.0 48.2 1 RECEIVER LEQ(H) L10 16 59.2 62.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 38.9 33.0 35.8 37.5 35.0 46.0 47.9 47.0 50.3 44.8 2 123456789 10 39.7 33.9 36.6 39.2 37.6 47.6 50.0 49.4 52.9 47.5 NOWALL2.STA 05/21/99 4:01 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH Rancho Carrillo Village L - 1st floor receivers - six foot walls EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS--CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPE5 VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT—CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6260675.3 6260363.1 6260328.0 6260279.4 6260211.3 6260157.5 6260085.3 6260031.5 6259977.3 VEHICLES/HOUF 0. 0. 0. 1192. 44. 16. Y 1987951.8 1988507.7 1988563.9 1988637.5 1988730.9 1988799.0 1988888.9 1988955.2 1989022.6 I SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.5 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 GRADE 0 0 0 0 0 0 0 0 0 WALL16.STA 05/21/99 4:01 PM 1011 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 BARRIER BARRIER 1 2 3 4 S 6 1 8 9 10 BARRIER 10 11 12 13 14 15 BARRIER 6259774.0 1989273.6 6259648.7 1989429.4 2 Melrose Drive - southbound VEHICLE TYPE VEHICLES/HOUR CARS 0. HT 0. MT 0. VEH4 1192. VEH5 44. VEH6 16. X Y 6260629.3 1987923.3 6260316.6 1988479.2 6260282.2 1988535.1 6260234.7 1988606.7 6260168.4 1988698.4 6260116.1 1988764.6 6260042.6 1988855.5 6259990.2 1988920.3 6259935.2 1988988.4 6259732.1 1989239.6 6259606.3 1989395.1 1 TYPE (A) South Slope X Y Z ZO 6260423.5 1988491.3 367.5 367.5 6260442.9 1988486.8 367.5 367.5 6260481.8 1988478.2 387.5 387.5 6260832.9 1988689.6 389.0 389.0 2 TYPE (A) Road Edge X Y Z ZO 6259671.5 1989449.1 284.9 284.9 6259798.1 1989293.9 298.8 298.8 6260007.8 1989035.5 322.0 322.0 6260043.7 1988990.7 326.0 326.0 6260097.7 1988923.9 332.0 332.0 6260170.0 1988834.8 340.0 340.0 6260242.2 1988743.5 348.0 348.0 6260293.9 1988672.3 354.0 354.0 6260343.2 1988599.1 360.0 360.0 6260369.8 1988557.9 362.5 362.5 3 TYPE (A) Road Edge (cont.) _ r'OCVRnTMZl'FFQ — — — X Y Z ZO 6260369.8 1988557.9 362.5 362.5 6260376.9 1988555.5 364.0 364.0 6260399.6 1988549.9 365.0 365.0 6260426.9 1988504.8 367.0 367.0 6260418.9 1988474.8 368.0 368.0 6260696.0 1987963.3 404.0 404.0 4 TYPE (A) Buildings X Y Z ZO 6260422.9 1989046.1 371.6 351.6 6260333.5 1988980.4 370.2 350.2 6260210.0 1988889.1 369.0 349.0 6260260.9 1988828.3 369.0 349.0 6260299.9 1988781.4 371.1 351.1 6260355.2 1988704.8 371.1 351.1 6260366.6 1988684.1 373.4 353.4 6260422.4 1988609.5 373.4 353.4 297.6 283.7 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.9 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 297.9 284.1 DELZ . DELZ DELZ . DELZ 0 0 GRADE 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 WALL16.STA 05/21/99 4:01 PM BARRIER TYPE(A)Additional Wall 4w 1 2 3 4 5 BARRIER 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 BARRIER BARRIER 9 10 11 BARRIER 11 12 13 BARRIER 13 14 15 BARRIER 12 X Y Z 6260274.3 1988709.4 358.0 6260269.5 1988721.0 357.1 6260245.1 1988754.8 357.1 6260252.9 1988761.4 357.1 6260263.6 1988769.9 357.1 6260276.4 1988780.1 357.1 6 TYPE (A) Existing Wall Y V *7 6260274.3 1988709.4 358.0 6260290.8 1988686.5 360.0 6260306.6 1988664.8 362.0 6260323.6 1988639.9 364.0 6260341.0 1988612.9 366.0 6260357.9 1988586.8 368.0 6260362.9 1988579.2 369.0 7 TYPE (A) Existing Wall X Y 7 6260362.9 1988579.2 369.0 6260382.7 1988574.5 370.0 6260399.7 1988570.5 372.0 6260417.1 1988566.2 372.0 6260438.4 1988579.4 372.0 8 TYPE (A) New Wall y V 7 6260221.6 1988779.0 355.0 6260220.9 1988787.4 355.0 6260204.5 1988824.3 355.0 6260178.4 1988868.1 355.0 6260176.6 1988877.1 355.0 6260179.4 1988885.8 355.0 6260184.9 1988890.7 355.0 6260199.6 1988902.8 355.0 6260223.7 1988921.8 355.0 9 TYPE (A) New Wall (cont X Y Z 6260223.7 1988921.8 354.0 6260247.8 1988940.7 354.0 6260275.4 1988962.8 354.0 10 TYPE (A) New Wall (cont V -y n 6260275.4 1988962.8 353.0 6260287.9 1988967.7 354.2 6260310.7 1988985.4 354.2 11 TYPE (A) New Wall (cont X Y Z 6260310.7 1988985.4 353.2 6260336.5 1989005.6 353.2 6260364.6 1989027.5 353.2 12 TYPE (A) New Wall (cont i-nnunTNiTCC ZO 352.0 351.1 351.1 351.1 351.1 351.1 ZO 352.0 354.0 356.0 358.0 360.0 362.0 363.0 ( cont . ) ZO 363.0 364.0 366.0 366.0 366.0 ZO 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 349.0 ZO 349.0 349.0 349.0 ZO 349.0 350.2 350.2 ZO 350.2 350.2 350.2 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 WALL16.STA 05/21/99 4:01 PM X Y 15 6260364.6 1989027.5 16 6260384.9 1989049.6 17 6260389.8 1989053.2 18 6260418.6 1989061.4 19 6260441.2 1989068.1 1 First Floor Receivers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 Z ZO DELZ 350.2 350.2 351.6 351.6 351.6 351.6 351.6 351.6 351.6 351.6 /"•/"* /"YD T^TKT ft nrn»o X Y Z 6260410.1 1988602.6 358.4 6260393.6 1988626.1 358.4 6260374.7 1988654.0 358.4 6260357.4 1988678.7 358.4 6260345.1 1988697.4 356.1 6260327.8 1988722.9 356.1 6260307.7 1988752.0 356.1 6260291.4 1988776.0 356.1 6260250.5 1988823.5 354.0 6260225.2 1988852.7 354.0 6260198.8 1988885.9 354.0 6260223.5 1988906.0 354.0 6260272.5 1988945.1 354.0 6260296.0 1988959.1 355.2 6260365.4 1989013.3 355.2 6260408.1 1989042.1 356.6 6260306.8 1988687.7 356.1 6260320.5 1988696.7 356.1 6260330.5 1988703.8 356.1 6260278.4 1988716.8 356.1 6260292.9 1988727.5 356.1 6260307.0 1988739.1 356.1 6260250.9 1988754.4 356.1 6260260.1 1988761.5 356.1 6260269.4 1988768.2 356.1 6260279.5 1988775.8 356.1 ALPHA FACTORS - RECEIVER 1 * .0 .0 .0 2 * .0 .0 .0 1 SHIELDING 1 * .0 .0 .0 2 * .0 .0 .0 1 RECEIVER 1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 FACTORS - .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 LEQ(H) 57.2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, ROADWAY .0 .0 .0 .0 .0 .0 RECEIVER .0 .0 .0 .0 .0 .0 LlO 60.7 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ACROSS, .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 DOWN .0 .0 .0 .0 ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 123456789 10 47.1 46.7 48.4 46.7 43.1 42.6 38.8 36.8 40.0 34.9 123456789 10 46.8 44.7 46,9 46.4 43.0 42.7 40.0 39.2 42.5 36.8 RECEIVER 2 LEQ(H) 58.8 L10 62.3 WALL16.STA 05/21/99 4:01 PM ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.0 47.9 50.0 48.2 44.4 43.6 39.0 37.6 40.6 35.3 2 123456789 10 49.4 46.7 48.6 48.0 44.5 44.2 41.4 40.2 42.9 37.4 1 RECEIVER LEQ(H) L10 3 60.2 63.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.4 48.4 51.3 50.2 46.2 44.3 39.9 38.4 41.1 35.7 2 123456789 10 51.2 47.8 50.1 49.9 46.5 46.0 42.8 41.1 43.2 38.2 1 RECEIVER LEQ(H) L10 4 61.4 64.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 48.3 51.9 52.2 47.7 44.8 40.8 39.2 41.7 36.1 2 123456789 10 52.2 48.5 51.3 51.9 48.5 47.7 43.6 41.2 44.1 38.6 1 RECEIVER LEQ(H) L10 5 60.9 64.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.4 47.3 50.9 52.3 47.8 44.3 40.6 38.7 41.1 35.4 2 123456789 10 51.5 47.3 50.4 51.7 48.6 47.3 42.5 40.8 43.6 37.9 1 RECEIVER LEQ(H) L10 6 61.9 65.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.8 47.2 51.0 53.9 48.9 45.6 41.3 39.3 41.6 35.9 2 123456789 10 52.0 47.9 51.4 53.6 50.7 47.9 43.5 41.9 44.2 38.4 1 WALL16.STA 05/21/99 4:01 PM RECEIVER LEQ(H) L10 7 62.6 66.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.9 47.0 50.8 54.8 50.0 47.0 42.3 40.1 42.1 36.7 2 123456789 10 52.3 48.3 51.9 55.0 51.5 49.1 45.0 42.9 44.9 38.7 1 RECEIVER LEQ(H) L10 8 62.7 66.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.9 46.8 50.5 54.5 51.7 48.1 43.1 40.6 42.6 37.5 2 123456789 10 52.2 48.1 51.9 54.5 52.1 50.5 46.0 43.5 45.4 39.1 1 RECEIVER LEQ(H) L10 9 65.1 68.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.4 45.9 49.2 58.3 56.7 49.8 44.0 41.3 43.7 38.4 2 123456789 10 51.4 46.6 49.7 59.8 53.0 51.8 46.6 44.0 45.5 39.7 1 RECEIVER LEQ(H) L10 10 64.1 67.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.2 45.5 48.3 58.0 52.3 51.6 45.5 43.2 45.5 39.9 2 123456789 10 51.0 48.6 54.6 55.0 52.6 52.8 47.7 45.0 46.8 41.2 1 RECEIVER LEQ(H) L10 11 63.5 66.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 49.7 44.6 50.4 54.7 51.5 52.5 49.1 46.7 48.2 41.8 2 123456789 10 WALL16.STA 05/21/99 4:01 PM 53.3 50.2 49.4 51.7 52.0 53.1 49.5 47.4 49.2 43.0 1 RECEIVER LEQ(H) L10 12 58.0 61.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 34.4 29.3 32.4 36.8 39.2 48.8 48.4 46.3 48.1 41.8 2 123456789 10 35.1 29.9 33.0 36.7 37.7 50.4 48.5 47.0 49.0 42.9 1 RECEIVER LEQ(H) L10 13 57.7 61.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 34.0 28.7 31.5 35.2 36.5 46.1 48.4 47.1 49.3 43.3 2 123456789 10 34.7 29.0 31.8 35.1 36.5 46.8 48.2 47.5 50.1 44.3 1 RECEIVER LEQ(H) L10 14 57.9 61.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 33.9 28.4 31.2 34.6 35.6 45.3 48.2 47.4 50.2 43.9 2 123456789 10 34.5 28.7 31.5 34.5 35.8 46.0 48.0 47.6 50.6 44.9 1 RECEIVER LEQ(H) L10 15 57.1 60.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 33.3 27.3 29.9 32.8 33.9 43.7 46.9 46.2 50.5 44.9 2 123456789 10 33.9 27.7 30.1 33.3 34.6 44.0 46.7 46.3 49.8 44.9 1 RECEIVER LEQ(H) L10 16 57.6 61.2 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 WALL16.STA 05/21/99 4:01 PM 33.0 26.7 29.1 32.0 33.0 42.6 46.5 46.5 49.9 44.5 2 123456789 10 33.5 27.2 29.5 32.5 33.8 43.2 46.5 48.2 51.8 46.8 1 RECEIVER LEQ(H) LlO 17 61.6 65.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.7 47.4 52.0 54.7 49.4 47.3 43.4 41.3 43.6 37.8 2 123456789 10 50.5 46.3 49.9 51.8 48.4 47.3 43.9 42.5 45.4 40.0 1 RECEIVER LEQ(H) LlO 18 61.9 65.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.9 47.8 52.0 54.3 49.5 46.3 41.7 40.0 42.7 37.2 2 123456789 10 51.6 47.5 51.0 52.8 49.5 48.3 44.0 42.0 44.2 39.0 1 RECEIVER LEQ(H) LlO 19 61.6 65.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 50.8 47.5 51.4 53.6 48.9 45.2 41.3 39.5 41.9 36.3 2 123456789 10 51.7 47.7 51.0 52.8 49.6 48.1 43.2 41.4 44.1 38.6 1 RECEIVER LEQ(H) LlO 20 64.9 68.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.6 48.7 53.6 59.4 54.1 50.1 45.2 43.0 45.3 39.5 2 123456789 10 52.3 48.8 52.7 56.2 52.8 50.8 46.4 44.5 46.8 41.1 1 RECEIVER LEQ(H) LlO 21 64.0 67.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA WALL16.STA 05/21/99 4:01 PM ROADWAY SEGMENT 1 123456789 10 51.6 48.0 52.6 57.6 52.2 47.8 43.6 41.6 44.1 38.4 2 123456789 10 52.5 48.9 52.9 56.1 53.2 50.0 45.0 43.2 45.7 40.4 1 RECEIVER LEQ(H) L10 22 62.9 66.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.1 47.4 51.4 55.5 50.2 47.0 42.4 40.4 42.6 36.7 2 123456789 10 52.4 48.5 52.2 55.1 51.7 48.9 44.7 43.0 45.1 39.2 1 RECEIVER LEQ(H) L10 23 65.5 68.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.1 48.7 52.9 59.2 57.0 51.7 46.2 43.8 45.8 39.9 2 123456789 10 52.7 48.8 52.5 56.5 55.0 52.3 47.1 44.9 46.9 41.1 1 RECEIVER LEQ(H) L10 24 65.0 68.4 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.9 48.4 52.9 57.9 55.7 51.4 46.2 43.9 45.9 40.0 2 123456789 10 52.8 49.0 52.8 56.4 54.5 52.1 47.0 44.9 47.0 41.2 1 RECEIVER LEQ(H) L10 25 64.2 67.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.5 47.9 51.9 56.6 54.6 50.1 45.1 42.9 44.9 38.9 2 123456789 10 52.6 48.8 52.6 55.7 53.8 51.7 46.9 44.9 47.0 41.0 1 WALL16.STA 05/21/99 4:01 PM RECEIVER LEQ(H) L10 26 63.4 66.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 51.2 47.2 51.1 55.2 53.5 49.1 44.1 41.6 43.5 37.8 2 123456789 10 52.4 48.5 52.2 55.0 53.0 51.2 46.5 44.3 46.3 39.9 WALL16.STA 05/21/99 4:01 PM STAM2VU1 Version 1.20 STAMINA 2.0/BCR MODIFIED FROM FHWA VERSION 3 (MARCH 1983) TRAFFIC NOISE PREDICTION MODEL MODIFIED TO: 1. ALLOW EQUIVALENT SPEEDS BELOW 30 MPH PER NCHRP 311; 2. CORRECT MEDIUM TRUCK BARRIER CALCULATION ERROR BY USING VEH4, VEH5 AND VEH6 FOR CARS, MT AND HT; AND 3. PLACE REFERENCE ENGERGY MEAN EMISSION LEVELS IN A DATA FILE CALLED REMEL.DTA TO ALLOW USER TO USE LEVELS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR BY VANDERBILT UNIVERSITY, NASHVILLE, TN 37235 AND BOWLBY & ASSOCIATES, INC. 2014 BROADWAY, SUITE 210 NASHVILLE, TN 37203-2425 TEL 615-327-8130, FAX 615-327-8137 NOTE: IN STAM2VU1, THE TRAFFIC DATA FROM THE ORIGINAL DATA FILE HAS BEEN SHIFTED TO CORRECT THE STAMINA 2.0 MEDIUM TRUCK CALCULATION ERROR. THIS SHIFT IS REFLECTED BELOW IN THE *.STA OUTPUT FILE. THE ORIGINAL DATA FILE IS UNCHANGED. (INPUT UNITS- ENGLISH , OUTPUT UNITS- ENGLISH ) Rancho Carrillo Village L - 2nd floor receivers - six foot walls EMISSION LEVELS: Calveno Levels (trucks>30mph) OPROGRAM INITIALIZATION PARAMETERS HEIGHT CODE DESCRIPTION .00 1 RECEIVER HEIGHT ADJUSTMENT 1.00 2 A-WEIGHTED SOUND LEVEL ONLY .00 3 HEIGHT ADJUSTMENT FOR PASSENGER CARS (CARS) .00 4 HEIGHT ADJUSTMENT FOR HEAVY TRUCKS (HT) .00 5 HEIGHT ADJUSTMENT FOR MEDIUM TRUCKS (MT) .000 6 HEIGHT ADJUSTMENT FOR TYPE4 VEHICLES (VEH4) CARS—CALVENO CO = 5.20 Cl = 38.80 SO = 2.300 7 HEIGHT ADJUSTMENT FOR TYPES VEHICLES (VEH5) MT—CALVENO CO = 35.30 Cl = 25.60 SO = 8.000 8 HEIGHT ADJUSTMENT FOR TYPE6 VEHICLES (VEH6) HT—CALVENO CO = 50.40 Cl = 19.20 SO = .00 .00 .00 OROADWAY Melrose Drive - northbound VEHICLE TYPE CARS HT MT VEH4' VEH5 VEH6 X 6260675.3 6260363.1 6260328.0 6260279.4 6260211.3 6260157.5 6260085.3 6260031.5 6259977.3 VEHICLES/HOUF 0. 0. 0. 1192. 44. 16. Y 1987951.8 1988507.7 1988563.9 1988637.5 1988730.9 1988799.0 1988888.9 1988955.2 1989022.6 I SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.5 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 GRADE 0 0 0 0 0 0 0 0 0 WALL26.STA 05/21/99 4:01 PM 1011 OROADWAY 1 2 3 4 5 6 7 8 9 10 11 6259774.0 6259648.7 Melrose Drive - VEHICLE TYPE CARS HT MT VEH4 VEH5 VEH6 X 6260629.3 6260316.6 6260282.2 6260234.7 6260168.4 6260116.1 6260042.6 6259990.2 6259935.2 6259732.1 6259606.3 1989273.6 1989429.4 southbound VEHICLES/HOUR 0. 0. 0. 1192. 44. 16. Y 1987923.3 1988479.2 1988535.1 1988606.7 1988698.4 1988764.6 1988855.5 1988920.3 1988988.4 1989239.6 1989395.1 297.6 283.7 SPEED 30.0 30.0 30.0 50.0 50.0 50.0 Z 402.9 364.0 360.0 354.0 346.0 340.0 332.0 326.0 320.0 297.9 284.1 0 0 GRADE 1 1 1 1 1 1 1 1 1 1 1 BARRIER TYPE (A)South Slope BARRIER 1 2 3 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 15 BARRIER X Y Z 6260423.5 1988491.3 367.5 6260442.9 1988486.8 367.5 6260481.8 1988478.2 387.5 6260832.9 1988689.6 389.0 2 TYPE (A) Road Edge x Y z 6259671.5 1989449.1 284.9 6259798.1 1989293.9 298.8 6260007.8 1989035.5 322.0 6260043.7 1988990.7 326.0 6260097.7 1988923.9 332.0 6260170.0 1988834.8 340.0 6260242.2 1988743.5 348.0 6260293.9 1988672.3 354.0 6260343.2 1988599.1 360.0 6260369.8 1988557.9 362.5 3 TYPE (A) Road Edge (cont. /"* r\ rvp T"I T xn TT? c X Y Z 6260369.8 1988557.9 362.5 6260376.9 1988555.5 364.0 6260399.6 1988549.9 365.0 6260426.9 1988504.8 367.0 6260418.9 1988474.8 368.0 6260696.0 1987963.3 404.0 4 TYPE (A) Buildings X Y Z 6260422.9 1989046.1 371.6 6260333.5 1988980.4 370.2 6260210.0 1988889.1 369.0 6260260.9 1988828.3 369.0 6260299.9 1988781.4 371.1 6260355.2 1988704.8 371.1 6260366.6 1988684.1 373.4 6260422.4 1988609.5 373.4 ZO 367.5 367.5 387.5 389.0 ZO 284.9 298.8 322.0 326.0 332.0 340.0 348.0 354.0 360.0 362.5 .) ZO 362.5 364.0 365.0 367.0 368.0 404.0 ZO 351.6 350.2 349.0 349.0 351.1 351.1 353.4 353.4 DELZ .0 DELZ .0 DELZ .0 DELZ .0 WALL26.STA 05/21/99 4:01 PM BARRIER TYPE(A)Additional Wall 4w 1 2 3 4 5 BARRIER 4 5 6 7 8 9 10 BARRIER 10 11 12 13 14 BARRIER BARRIER 9 10 11 BARRIER 11 12 13 BARRIER 13 14 15 BARRIER X Y Z 6260274.3 1988709.4 358.0 6260269.5 1988721.0 357.1 6260245.1 1988754.8 357.1 6260252.9 1988761.4 357.1 6260263.6 1988769.9 357.1 6260276.4 1988780.1 357.1 6 TYPE (A) Existing Wall V Y 7 6260274.3 1988709.4 358.0 6260290.8 1988686.5 360.0 6260306.6 1988664.8 362.0 6260323.6 1988639.9 364.0 6260341.0 1988612.9 366.0 6260357.9 1988586.8 368.0 6260362.9 1988579.2 369.0 7 TYPE (A) Existing Wall X Y Z 6260362.9 1988579.2 369.0 6260382.7 1988574.5 370.0 6260399.7 1988570.5 372.0 6260417.1 1988566.2 372.0 6260438.4 1988579.4 372.0 8 TYPE (A) New Wall Y v 7 6260221.6 1988779.0 355.0 6260220.9 1988787.4 355.0 6260204.5 1988824.3 355.0 6260178.4 1988868.1 355.0 6260176.6 1988877.1 355.0 6260179.4 1988885.8 355.0 6260184.9 1988890.7 355.0 6260199.6 1988902.8 355.0 6260223.7 1988921.8 355.0 9 TYPE (A) New Wall (cont X Y Z 6260223.7 1988921.8 354.0 6260247.8 1988940.7 354.0 6260275.4 1988962.8 354.0 10 TYPE(A) New Wall (cont X Y Z 6260275.4 1988962.8 353.0 6260287.9 1988967.7 354.2 6260310.7 1988985.4 354.2 11 TYPE (A) New Wall (cont X Y Z 6260310.7 1988985.4 353.2 6260336.5 1989005.6 353.2 6260364.6 1989027.5 353.2 12 TYPE (A) New Wall (cont r1nnpnTKiaTT7c ZO 352.0 351.1 351.1 351.1 351.1 351.1 ZO 352.0 354.0 356.0 358.0 360.0 362.0 363.0 ( cont . ) ZO 363.0 364.0 366.0 366.0 366.0 ZO 349.0 349.0349.0 349.0 349.0349.0 349.0 349.0 349.0 .) ZO 349.0 349.0349.0 .) ZO 349.0 350.2 350.2 .) ZO 350.2 350.2 350.2 -) DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 DELZ 1.0 WALL26.STA 05/21/99 4:01 PM 15 16 17 18 19 6260364.6 1989027.5 6260384.9 1989049.6 6260389.8 1989053.2 6260418.6 1989061.4 6260441.2 1989068.1 Z 350.2351.6 351.6 351.6 351.6 ZO 350.2 351.6 351.6 351.6 351.6 DELZ .0 Second Floor Receivers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 k. X 6260410.1 6260393.6 6260374.7 6260357.4 6260345.1 6260327.8 6260307.7 6260291.4 6260250.5 6260225.2 6260198.8 6260223.5 6260272.5 6260296.0 6260365.4 6260408.1 -UUIMJAINA i r.o Y 1988602.6 1988626.1 1988654.0 1988678.7 1988697.4 1988722.9 1988752.0 1988776.0 1988823.5 1988852.7 1988885.9 1988906.0 1988945.1 1988959.1 1989013.3 1989042.1 Z 368.4 368.4 368.4 368.4 366.1 366.1 366.1 366.1 364.0 364.0 364.0 364.0 364.0 365.2 365.2 366.6 ALPHA FACTORS - RECEIVER ACROSS,ROADWAY DOWN 1 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 2 * .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 SHIELDING FACTORS - RECEIVER ACROSS,ROADWAY DOWN .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 RECEIVER 1 LEQ(H) 63.3 L10 66.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 123456789 10 55.4 52.9 53.1 50.7 46.6 45.7 42.1 39.9 43.2 38.1 123456789 10 55.5 52.1 53.3 52.2 48.1 47.2 44.0 42.8 46.0 40.4 RECEIVER 2 LEQ(H) 64.1 L10 67.5 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING ROADWAY SEGMENT 1.0 DBA 123 55.7 52.9 54.£ 123 4 5 6 7 8 9 10 52.4 47.9 46.9 42.3 40.7 43.8 38.7 4 5 6 7 8 9 10 56.1 52.8 54.6 53.6 49.3 48.3 44.9 43.6 46.4 41.0 WALL26.STA 05/21/99 4:01 PM RECEIVER LEQ(H) L10 3 64.9 68.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 55.2 52.9 56.1 54.7 49.7 47.7 43.1 41.7 44.6 39.2 2 123456789 10 55.8 53.1 55.7 55.3 50.8 49.6 45.8 44.3 46.8 41.7 1 RECEIVER LEQ(H) L10 4 65.7 69.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 54.6 52.5 56.9 56.8 51.3 48.4 44.1 42.6 45.2 39.7 2 123456789 10 55.7 53.3 56.8 57.1 52.7 50.8 46.6 44.7 47.4 42.1 1 RECEIVER LEQ(H) L10 5 65.3 68.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.8 51.3 55.7 57.0 52.0 48.2 44.3 42.5 44.9 39.1 2 123456789 10 54.8 52.0 55.7 57.0 53.0 51.1 46.6 44.9 47.5 41.8 1 RECEIVER LEQ(H) L10 6 66.4 69.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.4 50.7 55.5 58.9 53.3 49.7 45.2 43.3 45.5 39.8 2 123456789 10 54.9 52.4 56.7 59.0 55.9 51.9 47.4 45.7 48.1 42.4 1 RECEIVER LEQ(H) L10 7 67.1 70.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.9 50.0 55.0 60.0 55.1 51.1 46.5 44.4 46.3 40.9 2 123456789 10 WALL26.STA 05/21/99 4:01 PM 55.4 52.4 56.6 60.3 56.8 53.8 48.6 46.5 48.8 42.8 1 RECEIVER LEQ(H) L10 8 67.8 71.3 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.6 49.4 53.9 58.8 58.9 52.7 47.6 45.1 47.0 41.9 2 123456789 10 55.7 52.4 57.0 60.9 58.4 56.1 49.7 47.2 49.3 43.3 1 RECEIVER LEQ(H) L10 9 68.1 71.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.1 48.2 51.8 59.7 59.6 56.1 50.0 46.8 49.1 43.3 2 123456789 10 56.3 52.0 55.0 59.8 58.8 58.0 52.1 49.0 50.4 44.4 1 RECEIVER LEQ(H) LlO 10 68.7 72.1 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 52.7 47.8 50.8 58.5 58.7 58.9 52.0 49.2 51.0 45.7 2 123456789 10 55.9 51.2 54.6 58.8 60.0 60.6 55.1 50.8 52.4 47.1 1 RECEIVER LEQ(H) LlO 11 69.8 73.0 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 53.7 48.2 51.3 55.9 57.4 61.1 59.1 55.6 56.3 49.4 2 123456789 10 55.4 50.2 53.5 57.6 59.1 61.5 58.1 55.7 57.0 50.4 1 RECEIVER LEQ(H) LlO 12 65.6 68.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 WALL26.STA 05/21/99 4:01 PM 39..1 33.8 36.8 41.0 43.2 55.3 57.9 55.0 56.1 48.0 2 123456789 10 40.0 34.7 37.9 41.8 43.5 55.6 56.9 55.1 56.7 50.3 1 RECEIVER LEQ(H) LlO 13 63.4 66.7 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.4 33.9 36.8 40.5 41.1 51.3 54.8 52.4 53.8 46.3 2 123456789 10 40.3 34.6 37.6 41.3 42.2 51.3 54.9 53.7 56.0 50.1 1 RECEIVER LEQ(H) LlO 14 62.5 65.9 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.4 33.9 36.8 40.5 39.7 49.3 53.1 51.1 53.1 46.0 2 123456789 10 40.2 34.5 37.6 41.2 41.6 49.6 54.0 53.1 55.6 49.9 1 RECEIVER LEQ(H) LlO 15 60.4 63.8 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 39.0 33.2 36.0 38.5 36.3 46.9 49.6 48.5 51.2 45.2 2 123456789 10 39.9 34.1 36.8 39.9 38.7 47.4 51.9 51.0 54.0 48.2 1 RECEIVER LEQ(H) LlO 16 59.1 62.6 ROADWAY SEGMENT SOUND LEVEL CONTRIBUTIONS EXCEEDING 1.0 DBA ROADWAY SEGMENT 1 123456789 10 38.9 33.0 35.8 37.6 35.0 45.3 47.9 47.0 50.3 44.8 2 123456789 10 39.7 33.9 36.6 39.3 37.6 46.1 50.0 49.4 52.9 47.5 WALL26.STA 05/21/99 4:01 PM OPTIMA-VU1 BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2.0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON -- MARCH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST.DTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 PROBLEM TITLE Rancho Carrillo Village L - 1st floor receivers - six foot walls EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES BARRIER NO HEIGHT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION EFFECTIVENESS/COST IDENT INDEX 1 2 •^2 31 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 4w 1 2 3 4 4 5 6 7 8g 1011 12 13 1 2 3 4 5 6 *7 g 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 54. 53. 53. 51. 46. 50. 49. 45. 43. 41. 40. 41. 39. 36. 27. 43. 43. 42. 42. 43. 43. 40. 39. 29. 10 40. RATIO 3 52. 52. 52. 49. 43. 49. 47. 44. 42. 40. 39. 40. 38. 34. 25. 43. 42. 41. 42. 42. 42. 39. 37. 30. 36. 4 51. 49. 49. 47. 41. 47. 46. 43. 41. 39. 38. 39. 37. 33. 23. 42. 41. 40. 40. 41. 42. 39. 38. 31. 35. 5 49. 48. 48. 46. 41. 46. 44. 42. 40. 38. 37. 38. 36. 31. 22. 41. 40. 39. 39. 39. 40. 38. 36. 30. 37. 6 47. 47. 46. 44. 39. 45. 43. 41. 39. 37. 36. 38. 35. 30. 21. 40. 39. 38. 38. 38. 38. 36. 35. 29. 36. 7 45. 45. 44. 42. 38. 44. 42. 40. 38. 36. 35. 37. 34. 29. 20. 39. 38. 36. 36. 36. 36. 34. 33. 28. 35. 8 45. 44. 43. 41. 37. 43. 41. 39. 37. 36. 35. 37. 34. 29. 19. 38. 38. 36. 35. 36. 36. 33. 32. 27. 34. CORRESPONDING BARRIER 1 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 2. 0. 2. 3 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 3. 3. HEIGHTS (IN FT) 4 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 4. 4. 5 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5. 5. 6 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 6. 6. 7 8 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 8. 9. 7. 8. 7. 8. WALL16.OPT 05/21/99 4:02 PM 1. 2. 3. 4. 5. 6. 7. 1. 2. 3. 4. 5. 6. 7. 1. 2. 3. 4. 5. 1. 2. 3. 4. 5. 0. 0. 0. 0. 0. HEIGHT INDEX 12 3 4 5 6 7 812345678 Rancho Carrillo village L - 1st floor receivers - six foot walls walls 50 51 52 53 54 55 56 57 11 12 13 14 15 16 17 18 0. 16. 26. 37. 0. 0. 0. 0. 43. 17. 24. 35. 38. 19. 25. 30. 34. 19. 26. 30. 34. 19. 27. 31. 35. 35. 0 18. 17. 0 0 0 0 0 0 0 BARRIER HEIGHT INDEX 7655655 5441111 CORRESPONDING BARRIER 0. 0. 0. 0. 0. 0. 0. 8. 7. 6. 6. 7. 6. 6. 4. 3. 3. 0. 0. 0. 0. RESULTS REC REC ID 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL TOTALS : $ END OF ALL CASES FOR EACH 5 5 HEIGHTS 0. 0. 0 6. 6. 6 LEQ 57.1 58.6 60.0 61.1 60.5 61.2 61.7 61.9 64.6 63.3 62.3 57.6 57.7 57.8 57.1 57.6 61.1 61.4 61.1 62.6 62.7 62.0 61.463.4 63.1 62.5 COST 0. 89500. 0. 0. 0. 89500. BARRIER SECTION 5555 FOR EACH . 0. 0. 0. . 6. 6. 6. LEQ(Z(0) ) 62.9 64.4 65.6 66.3 66.0 66.7 67.1 67.4 67.9 67.9 69.0 68.3 66.4 65.9 63.8 62.5 68.8 67.5 66.7 73.1 70.0 67.6 73.1 72.0 70.3 68.8 577766665555 SECTION 0. 0. 0. 0.20.20.20.20.20.20.20. 7. 6. 8. 8. 8. 7. 7. 7. 7. 6. 5. 5. 4. IL 5.8 5.8 5.5 5.2 5.5 5.5 5.4 5.6 3.3 4.6 6.7 10.7 8.7 8.1 6.7 4.9 7.7 6.1 5.6 10.5 7.3 5.611.78.6 7.2 6.3 AREA (SQ. FT.) 0. 16460. 0. 0. 0. 16460. WALL16.0PT 05/21/99 4:02 PM OPTIMA-VU1 BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2.0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON — MARCH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST.DTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES.************************* MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 ************************ PROBLEM TITI Rancho BARRIER NO HEIGHT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Carrillo I £* Villag ;FFECTI e L - 2nd floor receivers - six foot VENESS/COST RATIO AND BARRIER HEIGHT SECTION EFFECTIVENESS/COST IDENT INDEX 1 2 1 2 3 1 23 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 67 4w 1 2 3 4 4 5 6 7g Q 1011 12 131 2 34 5 67 g 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 45. 43. 41. 38. 0. 45. 45. 45. 45. 44. 44. 45. 45. 42. 33. 42. 43. 43. 44. 42. 39. 33. 26. 30. 10 21. RATIO 3 45. 43. 41. 39. 0. 44. 45. 45. 45. 44. 43. 44. 42. 39. 28. 42. 43. 45. 46. 43. 42. 35. 24. 32. 22. 4 44. 43. 40. 39. 27. 44. 45. 45. 44. 43. 41. 42. 41. 38. 29. 41. 43. 43. 44. 44. 41. 37. 23. 33. 24. 5 43. 41. 38. 38. 30. 45. 44. 44. 43. 41. 39. 40. 39. 38. 30. 42. 41. 41. 41. 43. 39. 36. 23. 32. 25. 6 41. 40. 37. 36. 26. 43. 42. 42. 41. 40. 38. 39. 39. 38. 31. 40. 39. 39. 39. 40. 36. 34. 23. 28. 22. 7 40. 39. 37. 34. 20. 41. 41. 41. 40. 39. 38. 39. 39. 37. 30. 39. 38. 38. 39. 38. 34. 31. 23. 26. 19. 8 39. 38. 36. 33. 17. 40. 40. 40. 39. 39. 38. 39. 38. 37. 30. 38. 38. 38. 39. 38. 34. 30. 23. 24. 19. walls MATRICES CORRESPONDING BARRIER 1 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 2. 0. 2. 3 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 3. 3. HEIGHTS (IN FT) 4 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 4. 4. 5 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5. 5. 6 7 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 7. 8. 6. 7. 6. 7. 8 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 8. 8. WALL26.OPT 05/21/99 4:02 PM 50 51 52 53 54 55 56 57 11 12 13 14 15 16 17 18 0. 17. 19. 0. 0. 0. 0. 0. 0. 20. 21. 0. 0. 23. 22. 0. 0. 23. 21. 0. 0. 0. 0. 20. 17. 15. 20. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 2. 1. 2. 1. 2. 1. 2. 0. 0. 0. 0. 3. 4. 3. 4. 3. 4. 3. 4. 5. 6. 7 5. 6. 7 5. 5. HEIGHT INDEX 12 3 4 5 6 7 812345 Rancho Carrillo Village L - 2nd floor receivers - six foot walls walls 678 BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 11111111111111111 22222 7766665 226 55576556555555555 5441111 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20.20.20.20.20.20.20. 7. 8. 7. 6. 6. 7. 6. 6. 6. 6. 6. 6. 6. 6. 6. 8. 8. 8. 7. 7. 7. 7. 6. 5. 5. 4. 4. 3. 3. 0. 0. 0. 0. RESULTS REC REC ID 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL TOTALS : $ END OF ALL CASES LEQ 63.2 64.1 64.8 65.6 65.0 65.6 66.1 67.2 67.1 68.0 69.6 65.3 63.3 62.4 60.3 59.1 COST 0. 89500. 0. 0. 0. 89500. LEQ(Z(0)) 68.1 69.0 69.7 70.3 70.0 70.1 70.2 70.1 70.4 70.5 70.6 69.1 66.9 66.1 63.7 62.7 IL 4.9 5.0 4.9 4.7 5.0 4.5 4.1 2.9 3.3 2.5 1.0 3.8 3.6 3.7 3.4 3.6 AREA (SQ. FT.) 0. 16460. 0. 0. 0. 16460. WALL26.OPT 05/21/99 4:02 PM OPTIMA-VU1 BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2.0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON -- MARCH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST.DTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 PROBLEM TITLE Rancho Carrillo Village L - 1st floor receivers - six foot walls EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES BARRIER NO HEIGHT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION EFFECTIVENESS/COST IDENT INDEX 1 2 1 2 3 1 2 3 4 5 6 7 Q 9 10 11 12 13 14 1 2 3 4 5 6 7 4w 1 2 3 4 4 C 6 7 8 9 10 11 12 13 1 2 O 45 6 7 8 Q 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 54. 53. 53. 51. 46. 50. 49. 45. 43. 41. 40. 41. 39. 36. 27. 43. 43. 42. 42. 43. 43. 40. 39. 29. 10 40. RATIO 3 52. 52. 52. 49. 43. 49. 47. 44. 42. 40. 39. 40. 38. 34. 25. 43. 42. 41. 42. 42. 42. 39. 37. 30. 36. 4 51. 49. 49. 47. 41. 47. 46. 43. 41.39. 38. 39. 37. 33. 23. 42. 41. 40. 40. 41. 42. 39. 38. 31. 35. 5 49. 48. 48. 46. 41. 46. 44. 42. 40. 38. 37. 38. 36. 31. 22. 41. 40. 39. 39. 39. 40. 38. 36. 30. 37. 6 47. 47. 46. 44. 39. 45. 43. 41. 39. 37. 36. 38. 35. 30. 21. 40. 39. 38. 38. 38. 38. 36. 35. 29. 36. 7 45. 45. 44. 42. 38. 44. 42. 40. 38. 36. 35. 37. 34. 29. 20. 39. 38. 36. 36. 36. 36. 34. 33. 28. 35. 8 45. 44. 43. 41. 37. 43. 41. 39. 37. 36. '35. 37. 34. 29. 19. 38. 38. 36. 35. 36. 36. 33. 32. 27. 34. CORRESPONDING BARRIER 1 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0 3 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 2. 0. 2. 3 4. 4. 4. 4. 4. 4. 4. 4.4 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 3. 3. HEIGHTS (IN FT) 4 5. 5. 5. 5. 5. 5. 5. 5. S 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 4. 4. 5 6. 6. 6. 6. 6. 6. 6. 6. 6 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5. 5. 6 7. 7. 7. 7. 7. 7. 7. 7. 7 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 6. 6. 7 8. 8. 8. 8. 8. 8. 8. 8. fi 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 7. 7. 8 9. 9. 9. 9. 9. 9. 9. 9.q 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 8. 8. NORECWL.OPT 05/21/99 4:12PM 50 11 51 12 52 13 53 14 54 15 55 16 56 17 57 18 HEIGHT INDEX 12 3 4 5 6 7 812345678 Rancho Carrillo Village L - 1st floor receivers - six foot walls 6 foot 0. 16. 26. 37. 0. 0. 0. 0. 43. 17. 24. 35. 38. 19. 25. 30. 34. 19. 26. 30. 34. 35. 19. 18. 27. 31. 35. 0. 17. 0. 0. 0. 0. 0. 0. 0. 1. 1. 1. 1. 0. 0.0. 0. 2. 2. 2. 2. 3. 3. 3. 3. 4. 4. 4. 4. 5. 5.5.5. 6. 7 6. 7 22222225 55555555 BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 11111111111111111 55115555555555555 5441111 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20.20.20.20.20.20.20. 6. 6. 6. 0. 0. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5. 5. 4. 4. 3. 3. 0. 0. 0. 0. RESULTS REC 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 REC ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH-STEEL LEQ 57.2 58.8 60.2 61.4 60.9 61.9 62.9 64.2 65.8 64.4 63.7 58.0 57.7 57.9 57.1 57.6 61.6 61.9 61.6 64.9 64.0 63.0 65.5 68.1 67.5 66.0 COST 0. 86400. 0. 0. 0. LEQ(Z(0) ) 62.9 64.4 65.6 66.3 66.0 66.7 67.1 67.4 67.9 67.9 69.0 68.3 66.4 65.9 63.8 62.5 68.8 67.5 66.7 73.1 70.0 67.6 73.1 72.0 70.3 68.8 IL 5.6 5.7 5.3 4.9 5.1 4.8 4.2 3.2 2.2 3.5 5.3 10.3 8.7 8.0 6.7 4.9 7.2 5.6 5.1 8.2 6.0 4.6 7.6 3.9 2.8 2.8 AREA (SQ. FT.) 0. 15901. 0. 0. 0. TOTALS: $ 86400. Rancho Carrillo Village L - walls 15901. 1st floor receivers - six foot walls 2 2 6 6 2 2 6 5 226 555 BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 111111111 1 1111111 76116555555555777 5441111 CORRESPONDING BARRIER HEIGHTS FOR EACH SECTION 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20.20.20.20.20.20.20. 7.8. 7. 0. 0. 7. 6. 6. 6. 6. 6. 6. 6. 6. 6. 8. 8.4. 3. 3. 0. 0. 0. 0. RESULTS 7. 7. 7. 7. 6. 5. 5. 4. REC REC ID LEQ LEQ(Z(0);IL NORECWL.OPT 05/21/99 4:12PM 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL TOTALS : $ END OF ALL CASES 57.1 58.6 60.0 61.1 60.5 61.3 62.1 63.6 65.4 63.7 62.7 57.6 57.7 57.8 57.1 57.6 61.1 61.4 61.1 62.6 62.8 62.1 61.4 67.4 67.1 65.5 COST 0. 88600. 0. 0. 0. 88600. 62.9 64.4 65.6 66.3 66.0 66.7 67.1 67.4 67.9 67.9 69.0 68.3 66.4 65.9 63.8 62.5 68.8 67.5 66.7 73.1 70.0 67.6 73.1 72.0 70.3 68.8 5.8 5.8 5.5 5.2 5.5 5.4 5.0 3.9 2.6 4.2 6.3 10.7 8.7 8.1 6.7 4.9 7.7 6.1 5.6 10.5 7.2 5.4 11.7 4.6 3.3 3.3 AREA (SQ. FT.) 0. 16280. 0. 0. 0. 16280. NORECWL.OPT 05/21/99 4:12PM OPTIMA-VO1 BARRIER OPTIMIZATION PROGRAM USING PARTIAL SOUND ENERGIES COMPUTED BY THE STAMINA 2.0 PROGRAM MODIFIED FROM THE FHWA VAX VERSON — MARCH 1983 MODIFIED TO: 1. PLACE BARRIER COST DATA IN A DATA FILE CALLED OPTCOST.DTA TO ALLOW USER TO USE COSTS OTHER THAN THE FHWA NATIONAL AVERAGES. MODIFIED FOR IBM-COMPATIBLE PC WITH MATH COPROCESSOR IN JUNE 1991 BY VANDERBILT ENGINEERING CENTER FOR TRANSPORTATION OPERATIONS AND RESEARCH (VECTOR) BOX 96-B, VANDERBILT UNIVERSITY, NASHVILLE, TENNESSEE 37235 (615) 322-3683 PROBLEM TITLE Rancho Carrillo Village L - 2nd floor receivers - six foot walls EFFECTIVENESS/COST RATIO AND BARRIER HEIGHT MATRICES BARRIER NO HEIGHT 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 SECTION EFFECTIVENESS/COST IDENT INDEX 1 2 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 O 4 5 6 7 4w 1 2 3 4 4 5 6n 8 9 1011 12 13 1 2 3 4 5 67 8 9 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 45. 43. 41. 38. 0. 45. 45. 45. 45. 44. 44. 45. 45. 42. 33. 42. 43. 43. 44. 42. 39. 33. 26. 30. 10 21. RATIO 3 45. 43. 41. 39. 0. 44. 45. 45. 45. 44. 43. 44. 42. 39. 28. 42. 43. 45. 46. 43. 42. 35. 24. 32. 22. 4 44. 43. 40. 39. 27. 44. 45. 45. 44. 43. 41. 42. 41. 38. 29. 41. 43. 43. 44. 44. 41. 37. 23. 33. 24. 5 43. 41. 38. 38. 30. 45. 44. 44. 43. 41. 39. 40. 39. 38. 30. 42. 41. 41. 41. 43. 39. 36. 23. 32. 25. 6 41. 40. 37. 36. 26. 43. 42. 42. 41. 40. 38. 39. 39. 38. 31. 40. 39. 39. 39. 40. 36. 34. 23. 28. 22. 7 40. 39. 37. 34. 20. 41. 41. 41. 40. 39. 38. 39. 39. 37. 30. 39. 38. 38. 39. 38. 34. 31. 23. 26. 19. 8 39. 38. 36. 33. 17. 40. 40. 40. 39. 39. 38. 39. 38. 37. 30. 38. 38. 38. 39. 38. 34. 30. 23. 24. 19. CORRESPONDING BARRIER 1 2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0.20. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 3. 0. 2. 0. 2. 3 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 4. 3. 3. HEIGHTS (IN FT) 4 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 5. 4. 4. 5 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5. 5. 6 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 7. 6. 6. 7 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 8. 7. 7. 8 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 9. 8. 8. NORECWL2.OPT 05/21/99 5:45 PM 50 11 51 12 52 13 53 14 54 15 55 16 56 17 57 18 0. 0. 0. 0. 0. 0. 0. 0. 1. 2. 3. 4. 5. 6. 7. 17. 20. 23. 23. 20. 17. 15. 0. 1. 2. 3. 4. 5. 6. 7. 19. 0. 0. 0. 0. 0. 21. 22. 0. 0. 21. 0. 20. 0. 0. 1. 2. 0. 1. 2. 0. 0. 0. 0. 0. 0. 0. 0. 3. 4. 5. 3. 4. 5. HEIGHT INDEX 12 3 4 5 6 7 812345678 Rancho Carrillo Village L - 2nd floor receivers - six foot walls 6 foot BARRIER HEIGHT INDEX FOR EACH BARRIER SECTION 551155 CORRESPONDING BARR: 0. 0. 0. 0. 0. 0. 6. 6. 0. 0. 6. 6. 4. 3. 3. 0. 0. 0. RESULTS REC EEC ID 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH- STEEL 5555 IER HEIGHTS 0. 0. 0. 0. 6. 6. 6. 6. 0. LEQ 63.3 64.1 64.9 65.7 65.3 66.267.1 67.8 67.8 68.4 69.7 65.5 63.3 62.4 60.3 59.1 COST 0. 86400. 0. 0. 0. 555 FOR EACH 0. 0. 0. 6. 6. 6. LEQ(Z(0)) 68.1 69.0 69.7 70.3 70.0 70.1 70.2 70.1 70.4 70.5 70.6 69.1 66.9 66.1 63.7 62.7 555555555555 SECTION 0. 0. 0. 0.20.20.20.20.20.20.20. 6. 6. 6. 6. 6. 6. 6. 6. 6. 6. 5. 5. 4. IL 4.9 4.9 4.8 4.5 4.8 3.9 3.1 2.2 2.6 2.1 .9 3.6 3.6 3.7 3.4 3.6 AREA (SQ. FT.) 0. 15901. 0. 0. 0. TOTALS:86400.15901. Rancho Carrillo Village L - 2nd floor receivers - six foot walls walls BARRIER HEIGHT 1111 7611 5441 CORRES PONDING 0. 0. 0. 0. 0 8. 7. 0. 0. 7 4. 3. 3. 0. 0 R E S U L REC REC ID 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 INDEX FOR EACH 11111 65555 111 BARRIER HEIGHTS . 0. 0. 0. 0. 0 . 6. 6. 6. 6. 6 . 0. 0. T S LEQ 63.2 64.1 64.8 65.6 65.0 65.7 66.4 67.4 67.1 68.0 BARRIER 111 555 FOR EACH . 0. 0. 0 . 6. 6. 6 LEQ(Z(0) 68.1 69.0 69.7 70.3 70.0 70.1 70.2 70.1 70.4 70.5 SECTION 1111122222226 5577766665555 SECTION . 0. 0. 0. 0.20.20.20.20.20.20.20. 7. . 6. 8. 8. 8. 7. 7. 7. 7. 6. 5. 5. 4. ) IL 4.9 5.0 4.9 4.7 5.0 4.5 3.8 2.7 3.3 2.5 NORECWL2.OPT 05/21/99 5:45 PM 11 11 12 12 13 13 14 14 15 15 16 16 BARRIER TYPE FH-BERM FH-MASON FH-WOOD FH-CONC FH-STEEL TOTALS : $ END OF ALL CASES 69.6 65.3 63.3 62.4 60.3 59.1 COST 0. 88600. 0. 0. 0. 88600. 70.6 69.1 66.9 66.1 63.7 62.7 1 3 3 3 3 3 AREA 0 16280 0 0 0 16280 .0 .8 .6 .7 .4 .6 (SQ. FT.) . . . NORECWL2.OPT 05/21/99 5:45 PM