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Traffic Noise Analysis For Interstate 10: Las Cruces to Texas State Line AC-GRIP-010-2(108)144; CN G18A1 Submitted to: Taschek Environmental Consulting and New Mexico Department of Transportation Prepared by: Mike Henderson Consulting, LLC 5301 Camino Sandia NE Albuquerque, NM 87111 (505) 275-5706 October 31, 2007

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 TABLE OF CONTENTS 1. Introduction...1 2. FHWA/NMDOT Noise Policies and Procedures... 1 3. Existing Conditions... 2 4. Impacts... 4 5. Noise Abatement Analysis... 8 5.1 I-10/I-25 Interchange Area... 9 5.1.1 West of I-10 Near Cholla Rd/Broadmoor Dr... 9 5.1.2 East of I-25 Near Cholla Rd... 9 5.1.3 East of I-25 South of Tellbrook Rd... 9 5.1.4 Mobile Home Park Larion Rd... 10 5.1.5 Mobile Home Park C St., F St., etc... 10 5.1.6 Mobile Home Park Las Piedras St... 10 5.2 Between Mesquite and Vado Interchanges... 11 5.2.1 West of I-10 Near Mountain View Dairy... 11 5.2.2 West of I-10 Near Gonzales Family Dairy... 11 5.2.3 West of I-10 Near Le Fe Ave... 11 5.2.4 West of I-10 Near Swannack Rd... 11 5.3 South of Vado Interchange... 12 5.3.1 Western Sky RV Park... 12 5.3.2 West Side of I-10 Near Dairy... 12 5.4 Anthony Area... 12 - i -

Interstate 40 Corridor Project: I-25 to Tramway Blvd Traffic Noise Analysis AC-GRIP-(IM-NH)-040-3(156)160; CN G1153 TABLE OF CONTENTS (CONTINUED) Tables Table 1 Noise Abatement Criteria...2 Table 2 Noise Measurement Results...4 Table 3 Noise Modeling Results... 5-7 Table 4 Summary of Noise Abatement Analysis... 13-14 Table 5 Elevations for Wall on West Side of I-10 in Las Cruces...15 Table 6 Elevations for Wall on West Side of I-10 in Anthony...15 Appendices Appendix A Approximate Noise Monitoring and Noise Modeling Locations Appendix B Options 1 & 2 for I-10/I-25 Interchange - ii -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 1. Introduction This report documents the methodology and findings of a traffic noise analysis prepared for the New Mexico Department of Transportation s (NMDOT) Interstate 10 (I-10) Project. The I-10 project is evaluating transportation improvements along a 21 mile segment of I-10 between Las Cruces and the Texas State Line (milepost [MP] 143 to MP 164.2). The noise analysis was based on existing and future traffic data, mapping, and preliminary roadway design information developed in the Detailed Evaluation of Alternatives Report prepared for the I-10 project by Molzen-Corbin & Associates. The analysis was prepared according to Federal Highway Administration (FHWA) and NMDOT traffic noise policies and procedures. The I-10 project area begins at the I-10/I-25 interchange in Las Cruces and extends 21 miles to the southeast and terminates at the New Mexico/Texas State Line in Anthony, NM. Aside from the urbanized areas of Las Cruces and Anthony, most of the I-10 project area traverses undeveloped rangeland or agricultural land uses, with only scattered pockets of development. The focus of this noise analysis was to consider the noise effects of the project in developed areas with noise sensitive properties. Detailed analyses were conducted for the following areas: The I-10/I-25 Interchange Area, between stations 159+00 and 281+00; Between the Mesquite and Vado Interchanges, between stations 600+00 and 785+00; South of the Vado Interchange, between stations 791+00 and 820+00; The NM 404 Interchange area, and Anthony Area, between stations 1234+00 and 1282+00. In the I-10/I-25 interchange area in Las Cruces, I-10 has a posted speed of 65 miles per hour. In this area the freeway system network includes frontage roads and various ramp connections between I-25 and I-10 (see Figures A-1 through A-3 in Appendix A). In the rural portions of the study area, I-10 is a divided interstate highway with two travel lanes in each direction, two-way frontage roads and a posted speed limit of 70 miles per hour (see Figures A-4 through A-14). Proposed improvements to I-10 involve providing an additional through-lane in each direction of I-10 and reconfiguration of the I-10/I-25 interchange with various ramp improvements. Proposed geometric improvements for the I-10 project area are detailed in the Detailed Evaluation of Alternatives Report, prepared for the I-10 project by Molzen-Corbin & Associates. 2. FHWA/NMDOT Noise Policies and Procedures The relative loudness of a sound or noise is described in units of decibels (db), a measure of sound pressure on a logarithmic scale. For highway noise studies, traffic noise is averaged over the one-hour peak noise period and is expressed as an equivalent noise level (Leq). An A-weighting filter is also used to correlate physical noise levels with the frequency sensitivity of human hearing and the subjective response to noise. Thus, traffic noise conditions are generally discussed in terms of hourly average A-weighted noise levels in decibels, or Leq db(a). FHWA and NMDOT have adopted specific policies and procedures for evaluating traffic noise impacts and the need for noise abatement. According to FHWA and NMDOT procedures, noise abatement must be - 1 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 considered when predicted traffic noise levels approach or exceed specified noise abatement criteria (noise level thresholds) defined for various land use activity categories. NMDOT s noise policy defines approach as being within 1 decibel of the appropriate abatement criteria. Table 1 summarizes the noise abatement thresholds defined by FHWA and NMDOT s noise policies. Table 1 Noise Abatement Criteria (Hourly A-Weighted Noise Level in Decibels [dba]) Activity Category Leq(h) Description of Activity Category A 57 (Exterior) Lands on which serenity and quiet are of extraordinary significance and serve an important public need and where the preservation of those qualities is essential if the area is to continue to serve its intended purpose. B 67 (Exterior) Picnic areas, recreation areas, playgrounds, active sports areas, parks, residences, motels, hotels, schools, churches, libraries, and hospitals. C 72 (Exterior) Developed lands, properties, or activities not included in Category A or B above. D -- Undeveloped Lands E 52 (Interior) Residences, motels, hotels, public meeting rooms, schools, churches, libraries, hospitals, and auditoriums. Sources: 23 CFR 772; NM Transportation Commission Noise Abatement Policy (AD 236 and CP 86, 7/18/02) In addition to the noise abatement criteria, Federal and state procedures also require that noise abatement be considered when the implementation of a roadway project results in a substantial increase over existing noise levels. According to NMDOT s noise policy, an increase of 10 decibels or more is considered a substantial increase over existing noise levels. 3. Existing Conditions The highest concentration of development within the I-10 project area is located in the I-10/I-25 interchange area in Las Cruces (see Figures A-1 through A-3 in Appendix A). A residential neighborhood is located west of I-10 near Cholla Rd/Broadmoor Dr. This row of homes parallels the frontage road (Stern Dr) for approximately ½ mile, with the back yards located approximately 400 feet from the I-10 eastbound mainline traffic lanes. South of this area, a new residential subdivision is being developed (Dove Crossing). Several homes in this new subdivision are located immediately adjacent to the frontage road (Stern Dr). South of the Dove Crossing is a mobile home park (near Larjon Rd), with additional scattered residences to the south (near Grindell Rd). South of this area is a moderately large mobile home park that is situated immediately adjacent to Stern Dr (A Street, C Street, etc). On the east side of I-25 near Cholla Rd, and progressing southward toward Tellbrook Rd, is a low density residential area. Homes in this area east of the I-25 frontage road (Las Alturas Dr) are generally spaced approximately 200 feet apart. A more densely developed neighborhood is located between Tellbrook Rd and - 2 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 Las Piedras. In this area, homes vary in their distance from the I-25 frontage road (between 70 and 400 feet). South of Las Piedras is a small mobile home park. South of the I-10/I-25 interchange, the I-10 corridor is largely undeveloped, or has agricultural uses, and noise sensitive locations are present in only a few widely scattered locations. Between the Mesquite and Vado interchanges (Exits 151 and 155, respectively) several large dairy operations are located on the west side of I-10. Some pockets of residences are present near these dairy operations along the west frontage road (Stern Dr - see Figures A-6 and A-7 in Appendix A). Small pockets of homes are also located along Stern Dr on the west side of I-10 near Le Fe Ave and Swannack Dr in this area (see Figure A-8). South of NM 227 (Vado Rd), on the east side of I-10, a small RV park is present (See Figure A-8). South of this area, another dairy operation is located on the west side of I-10 with some residential structures adjacent to the west frontage. Most of the land area surrounding the NM 404 (Ohara Rd) interchange is undeveloped. However, a small pocket of homes is located east of the interchange, and one home is located on the west side of the interchange (see Figure A-12). At the southern end of the project area, the I-10 corridor enters Anthony, NM. This area is urbanized with a residential neighborhood on the west side of I-10 (see Figures A-13 and A-14). A large number of residences are present in this area, and these homes range from approximately 100 to 150 feet from the I-10 mainline traffic lanes. Existing noise conditions in the I-10 study area were evaluated by conducting field noise measurements using an Ono Sokki LA-1250 Integrating Sound Level Meter and a Larson Davis 820 Sound Level Meter. Noise measurements were conducted on November 13-14, 2006 at 16 sites considered to be representative of noise sensitive locations in the project area. Noise measurements were conducted during the AM and PM peak traffic periods (generally from 7:00 to 8:30 AM, and from 4:30 to 6:00 PM). The 16 noise monitoring sites are shown on the aerial photographs in Appendix A. Each noise measurement consisted of recording a 15-minute average noise level at each monitoring site. Table 2 summarizes the existing noise levels measured in the project area. - 3 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 Site # Site Description Table 2 Noise Measurement Results (Average A-Weighted Noise Levels in Decibels [Leq dba]) Figure # Appendix A Date Start Time End Time Measured Noise Level (Leq dba) I-10/I-25 Interchange Area 1 Residence - South of Agave Dr A-1 11/13/06 5:35 PM 5:50 PM 66.1 2 Residence - North of Camino Real A-1 11/13/06 5:15 PM 5:30 PM 64.3 3 Residence - South of Broadmoor Dr A-1 11/13/06 4:55 PM 5:10 PM 60.4 4 Dove Crossing - South of Cholla A-1 11/13/06 4:45 PM 5:00 PM 69.7 5 Residences - South of Cholla Rd A-1 11/13/06 5:28 PM 5:43 PM 65.2 6 Mobile Homes - Larjon Rd A-2 11/13/06 5:05 PM 5:20 PM 64.8 7 Residence - South of Winchester Rd A-2 11/13/06 5:10 PM 5:25 PM 65.5 8 Mobile Homes - South of Las Piedras A-3 11/13/06 4:50 PM 5:05 PM 63.6 9 Mobile Homes - C Street A-4 11/13/06 5:30 PM 5:45 PM 66.0 10 Residences near Mountain View Dairy A-6 11/14/06 7:13 AM 7:28 AM 67.5 11 Residences near Gonzales Dairy A-7 11/14/06 7:51 AM 8:06 AM 66.7 12 Residences - Swannick Rd A-8 11/14/06 8:15 AM 8:30 AM 64.7 13 Western Sky RV Park A-8 11/14/06 7:43 AM 7:58 AM 63.3 14 Residences - NM 404 Interchange A-12 11/14/06 7:17 AM 7:36 AM 58.8 15 Residences - North of Acosta Rd A-13 11/14/06 7:38 AM 7:53 AM 64.9 16 Residences - North of Church St A-14 11/14/06 7:15 AM 7:30 AM 64.3 Shading indicates measured noise level approaches/exceeds FHWA/NMDOT Noise Abatement Criteria As shown in Table 2, measured noise levels ranged from approximately 59 to 70 decibels at the various measurement locations throughout the I-10 project area. Existing noise levels varied according to the distance between the monitoring sites and the I-10/I-25 travel lanes, and according to the amount of shielding provided by the surrounding terrain and nearby structures. As shown in Table 2, noise levels approaching or exceeding the 67 dba abatement criteria for Category B land uses were measured in some locations (3 of the 16 receptor locations evaluated). Existing noise impacts were identified at residential locations in close proximity near the I-10/I-25 frontage roads and freeway mainline in Las Cruces. However, noise levels near the 67 dba noise abatement criteria were also observed in many of the monitoring locations. In general, existing noise impacts potentially occur at residences and other noise sensitive properties that have a clear line of site to the freeway mainline and are located within approximately 200-250 feet of the freeway mainline traffic lanes. Lower noise levels occur at more distant sites and at locations that have barriers (such as walls, building rows, cut-fill sections, etc.) shielding the line of site to the I-10 or I-25 mainline. The level of shielding varies considerably throughout the project area. 4. Impacts Noise impacts are identified when predicted noise levels approach or exceed 67 dba at noise sensitive locations (Category B receptors), or when the implementation of a roadway project results in a 10 decibel increase over existing noise levels. A noise modeling analysis was conducted to evaluate the potential for noise impacts to occur as a result of roadway geometric changes associated with the I-10 project and as a result of future traffic growth. - 4 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 FHWA s Traffic Noise Model (TNM Version 2.5) was used to evaluate existing (year 2006) and future (year 2030) noise conditions in the I-10 project area. TNM uses site-specific information including traffic volume and speed, vehicle classification data, roadway geometry, and site acoustical properties to predict peak-hour noise levels at selected noise receptor locations. The future roadway design and the existing and future peak hour traffic volumes were obtained from the Detailed Evaluation of Alternatives (Phase B) Report prepared for the project. The modeling analysis included the I-10 and I-25 mainline lanes, directional ramps associated with the I-10/I-25 interchange and the local frontage road system. Preliminary design plans were used as a basis for the modeling analysis. The Phase B report considered two options for the I-10 eastbound to I-25 northbound directional ramp at the I-10/I-25 interchange. Both of these options were considered as separate modeling scenarios. Graphics showing the two options for this directional ramp are provided in Appendix B. The modeling analysis assumed an average travel speed of 65 miles per hour for the I-10/I-25 mainline in Las Cruces, and a speed of 70 miles per hour was assumed for the portions of I- 10 south of Las Cruces. The noise analysis evaluated existing and future noise conditions at 53 receptor locations in the I-10 project area (see Appendix A). The existing year (2006) noise analysis utilized the existing roadway geometry and PM peak hour traffic volumes for I-10 and I-25. The future year (2030) noise analysis evaluated the ramp configurations recommended in the Phase B study prepared for the project, and the addition of a through lane in the eastbound and westbound directions of I-10 throughout the corridor. Table 3 summarizes the existing and future modeled noise levels for the I-10 study area for the 2030 Build condition. Table 3 Noise Modeling Results (Average A-Weighted Noise Levels in Decibels [Leq dba]) Project Segment Measured/Modeled Noise Levels (Leq dba) Site # Site Description Figure # Measured Existing 2030 Build Difference I-10/I-25 Interchange Area 1 Residence Vista Questa/Agave A-1 66.1 66 69 3 2 Residence Vista Questa A-1 65 68 3 3 Residence Vista Questa A-1 64.3 64 68 4 4 Residence Vista Questa A-1 64 67 3 5 Residence Vista Questa/Broadmoor A-1 64 67 3 6 Residence Vista Questa/Broadmoor A-1 66 69 3 7 Residence Karen Dr A-1 60.4 63 65 2 8 Residence Karen Dr A-1 63 64 1 9 Residence Karen Dr A-1 63 64 1 10 Residence Dove Crossing A-1 72 70-2 11 Residence Dove Crossing A-1 69.7 70 69-1 12 Existing Residence A-1 69 71 2 13 Residence East of I-25 A-1 69 70 1 14 Residence East of I-25 A-1 68 70 2 15 Residence East of I-25 A-1 65.2 66 67 1 Continued Shading indicates 2030 noise level approaches/exceeds FHWA/NMDOT Noise Abatement Criteria - 5 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 Table 3 (Continued) Noise Modeling Results (Average A-Weighted Noise Levels in Decibels [Leq dba]) Project Segment Measured/Modeled Noise Levels (Leq dba) Site # Site Description Figure # Measured Existing 2030 Build Difference Anthony Area (continued) 51 Residence South of Donaldson Ave A-14 65 68 3 52 Residence South of Donaldson Ave A-14 65 68 3 53 Residence South of Donaldson Ave A-14 64 68 3 Shading indicates 2030 noise level approaches/exceeds FHWA/NMDOT Noise Abatement Criteria Two design options are being considered for the I-10/I-25 interchange area. These two options involve the ramp that routs eastbound I-10 traffic onto northbound I-25 (see Figures in Appendix B). The first option for this ramp (Option 1) directs eastbound traffic off of I-10 from the right side and merges into the left side of I-25 (Right/Left). The second option for this ramp (Option 2) directs eastbound traffic off of I-10 from the right side and merges into the right side of I-25 (Right/Right). Both of these options for the eastbound to northbound ramp resulted in nearly identical noise levels for the year 2030 Build condition. Modeled noise levels for the two ramp conditions differed by less than 0.5 in areas adjacent to I-10 and I-25. Based on these findings, the two ramp options are considered equivalent in their noise effects. As shown in Table 3, noise levels at most locations in the I-10 project area are to increase by 1 to 4 dba between the years 2006 and 2030. These increases are primarily the result of expected traffic growth on I- 10. The traffic data provided for use in the noise analysis indicates that traffic is expected to approximately double by the 2030 design year. A general principle of traffic noise is that noise levels will generally increase by approximately 3 decibels with a doubling of traffic. The results of the modeling analysis are consistent with this principal, since noise levels modeled at most locations in the project area are expected to increase by 3-4 decibels in the 2030 horizon year. In general, human hearing can perceive a difference of approximately 2-3 decibels in outdoor noise levels. Therefore, future noise levels will likely be perceived as being louder than existing noise levels at most locations in the project area. The expected increases in noise at all locations are below the 10 decibel increase used by NMDOT to define a substantial increase. Some effects in noise expected in the 2030 design year are attributed to geometric changes associated with the I-10 mainline and ramp modifications proposed for the I-10/I-25 interchange. Noise levels at some locations near the I-10/I-25 interchange will have minor changes in noise, or even reductions in noise, due to the proposed changes in ramp locations. These changes will shift traffic to other locations than where it is presently routed, and in some cases provide additional shielding from new fill sections. The modeled noise levels shown in Table 2 reflect the combined effects of geometric changes for the ramps and the addition of future traffic in the I-10/I-25 interchange area. As shown in Table 3, noise levels at many of the receptors located near the right-of-way are expected to experience future noise levels that approach or exceed FHWA and NMDOT noise abatement criteria for noise sensitive locations (i.e., higher than 66 dba for homes, schools, churches, etc). Future noise impacts are shown by shading in Table 3. - 7 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 5. Noise Abatement Analysis The noise monitoring study and the modeling analysis identified several locations where existing and future noise levels approach or exceed FHWA and NMDOT s noise abatement criteria. Therefore, noise abatement was considered for these locations. Noise abatement for highway projects usually involves the construction of noise barriers to shield impacted receptors from roadway noise sources. According to FHWA policies, noise abatement measures should be considered to provide substantial noise reductions at impacted locations. However, FHWA policies allow flexibility in determining appropriate noise abatement measures in the varying circumstances that can occur from different types of projects in varying locations. A fundamental principle of FHWA s policy is to evaluate noise abatement measures to ensure that their overall noise benefits are determined to outweigh the overall adverse social, economic, and environmental effects and the costs of the noise abatement measures. According to NMDOT s noise policy, noise abatement measures must be feasible and reasonable. Feasibility deals primarily with engineering considerations (e.g., if a barrier be built given the topography of the location, etc.). Reasonableness involves more subjective criteria, and implies that common sense and good judgment should be used to arrive at decisions pertaining to noise abatement. According to NMDOT s noise policy, several factors are used to evaluate the reasonableness of noise abatement, including: The Amount of Noise Reduction Provided. NMDOT requires that abatement measures provide at least a 5 dba reduction in noise. A noise reduction of 5 dba is generally observed as being noticeably less noisy. The Cost of Abatement. The maximum cost of abatement should not exceed $40,000 per benefited receptor (residence). A typical cost of $28.00 per square foot for noise wall materials and construction is used for estimating noise wall costs. Public Input. The views of affected residents shall be actively solicited and considered in determining the reasonableness and feasibility of noise abatement measures. Noise abatement is generally not provided for commercial land uses (Category C receptors). Noise abatement primarily involves measures to reduce outdoor noise levels at ground level locations, and it is not considered reasonable to evaluate second floor (or higher) locations for noise abatement. Noise walls are generally limited to a maximum height of 20 feet. Isolated Receptors. It is not considered reasonable to provide noise abatement for isolated receptors (i.e., one or two residences set apart from other residences). The intent of the NMDOT noise policy is to provide mitigation for communities and neighborhoods. Typically, groups of three or more homes are considered for noise abatement. In general, the noise abatement analysis reviewed the feasibility and reasonableness of constructing noise walls in areas where traffic noise impacts were identified in the I-10 project area. The approximate locations of the evaluated noise walls are provided in Appendix A. The analysis generally considered the following elements: 1) if a noise wall could be reasonably constructed in a given area, 2) if the noise wall would provide a minimum 5 dba reduction in noise, and 3) if the wall can be constructed for less than $40,000 per benefited receptor. A typical cost of $28.00 per square foot for noise wall materials and construction was used to estimate the cost for the noise walls that were considered. The TNM noise model was used to - 8 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 evaluate the effectiveness of noise walls that could be constructed, and to verify that at least a 5 dba reduction in noise would occur. The findings and recommendations of the abatement analysis are considered preliminary. As noted above, an important element of the abatement analysis will be to solicit input from affected property owners. 5.1 I-10/I-25 Interchange Area The noise abatement analysis evaluated the cost-effectiveness of noise walls at several locations in the I- 10/I-25 interchange area, including a neighborhood on the west side of I-10 near Cholla Rd/Broadmoor Dr, a neighborhood on the east side of I-25 and south of Tellbrook Rd, and at three mobile home parks. The following sections discuss the noise abatement analyses conducted for these locations. 5.1.1 West of I-10 Near Cholla Rd/Broadmoor Dr Noise abatement was evaluated for the neighborhood west of I-10 near Cholla Rd/Broadmoor Dr (see Figure A-1, receptors 1 through 12). The noise wall considered for this area involved evaluating a barrier at the outside edge of the I-10 mainline. The frontage road (Stern Dr) in this area also contributes substantially to noise in this area; however because the frontage road is situated below the elevation of I-10, a rather tall wall would be needed to break the line of site between the homes and the freeway, and would not be practical. A 12 foot tall noise wall was evaluated adjacent to the I-10 mainline for the area west of Cholla Rd (2,700 feet in length). The area east of Cholla Rd is currently being developed (Dove Crossing), and the noise wall was extended southward to consider several receptors in this new residential development. A 14 foot tall noise was evaluated for the area east of Cholla Rd (1,700 feet in length). The results of the barrier analysis for this area are shown in Table 4. The barrier analysis indicates that this barrier design (4,400 feet long and 12-14 feet tall) would provide the minimum 5 dba reduction in noise at some, but not at all, locations. In general, a 5 dba reduction in noise would be difficult to achieve at front row homes located near the frontage road due to noise from the frontage. For the analysis it was assumed the noise wall would provide a 5 dba noise reduction for as many as 30 homes to the north and south of Cholla Rd/Broadmoor Dr. The noise wall would cost approximately $1,573,600 for an average cost of $52,450 per receptor. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.1.2 East of I-25 Near Cholla Rd A noise wall was evaluated for a low density neighborhood east of I-25 near Cholla Rd (see Figure A-1, receptors 13 through 16). The noise abatement considered for this area involved evaluating a barrier at the outside edge of the I-25 mainline. Initially, a 12 foot tall noise wall (3,440 feet long) was evaluated adjacent to this neighborhood. The results of the barrier analysis for this area are shown in Table 4. The barrier analysis indicates that a 12 foot tall noise wall would provide a 3-6 dba reduction for approximately 7 homes. Because these homes are widely spaced, the cost for providing noise abatement for the entire neighborhood would be prohibitive. The noise wall considered in this preliminary analysis would cost approximately $1,152,480 for an average cost of $164,640 per receptor. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.1.3 East of I-25 South of Tellbrook Rd Noise abatement was evaluated for a residential neighborhood east of I-25 and south of Tellbrook Rd (see Figure A-2, receptors 17 through 21). The noise abatement considered for this area involved evaluating a - 9 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 noise wall at the eastern shoulder of the westbound I-10 to northbound I-25 directional ramp. A noise wall at the eastern edge of the frontage road (Los Alturas Dr) in this area would be problematic due to the access requirements at Tellbrook Rd, Colt Rd and Winchester Rd. Several wall heights were evaluated for this location. Results of the barrier analysis are shown in Table 4. A wall height of 18 feet along the eastern edge of the westbound to northbound ramp would result in a marginally effective noise reduction of 4 to 6 decibels at homes in this area. The limited effectiveness of a noise wall in this area is attributed to additional noise from frontage road traffic on Los Alturas Dr, and from noise on the I-25 southbound to I-10 westbound directional ramp, which will be realigned and elevated above the noise wall. Based on a wall height of 18 feet, the evaluated noise wall (2,520 feet long) would cost approximately $1,270,080 for an average cost of $127,000 per receptor (based on 10 homes in this area). Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.1.4 Mobile Home Park Larjon Rd Noise abatement was evaluated for a mobile home park located west of I-10 at Larjon Rd (see Figure A-2, receptors 22 through 24). The noise wall considered for this area involved a barrier at the western shoulder of the I-10 mainline, since a continuous noise wall on the west frontage (Stern Dr) would prohibit access to the mobile home park and other adjacent properties. A combination of walls was evaluated for this location, including a 14 foot tall wall at the I-10 eastbound mainline and a 10 foot tall wall at the I-25 southbound to I-10 eastbound directional ramp. A summary of the barrier analysis results are shown in Table 4. This wall would only provide limited noise reduction benefits (1-3 dba) at the mobile home park due to noise from the west frontage road. This wall configuration would have a total length of 1,600 feet and cost approximately $562,860. This wall configuration would not provide any meaningful noise reduction at the mobile home park and is not recommended for the I-10 project. 5.1.5 Mobile Home Park C St., F St., etc Noise abatement was evaluated for a mobile home park located on the west side I-10 and south of Las Piedras Street (see Figure A-3, receptors 25 through 29). The noise wall considered for this area involved a barrier at the western shoulder of the west frontage road (Stern Dr). No access is provided along the frontage road in this area and a continuous noise wall is feasible adjacent to the property. A 10 foot tall wall with a length of 1,600 feet was evaluated. As shown in Table 4, this wall would reduce noise levels at the first row of mobile homes (14 units) by 5 dba or more. However, a lower noise reduction would be achieved at the southernmost property boundary, due to the wall s termination at A Street. This wall would cost approximately $448,000 for an average cost per receptor of $32,000. Because this wall achieves a 5 dba reduction at most mobile homes, and costs less than $40,000 per receptor, this wall is recommended for the I-10 project. 5.1.6 Mobile Home Park Las Piedras St Noise abatement was evaluated for a mobile home park and a small apartment building is located east of I- 10 and south of Las Piedras Street (see Figure A-3, receptors 30 and 31). The noise wall considered for this area involved a barrier at the western shoulder of the east frontage road (Los Alturas Dr), since a continuous noise wall on the east side of the frontage road would prohibit access to the mobile home park and other adjacent properties. A 16 foot tall wall with a length of 900 feet was evaluated. As shown in Table 4, this wall would reduce noise levels at the first two rows of mobile homes (4 units) and at 4 individual apartment units by 5 dba. However, lower noise reductions would be achieved at setback mobile homes. This wall - 10 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 would cost approximately $403,200 for an average cost per receptor of $50,400. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.2 Between Mesquite and Vado Interchanges 5.2.1 West of I-10 Near Mountain View Dairy Two small pockets of homes and mobile homes occurs along the west side of I-10 south of the Mesquite interchange (see Figure A-6, receptor 32). The noise wall considered for this area was at the outside edge of the I-10 mainline. The frontage road (Stern Dr) in this area also contributes to noise in this area; however, a noise wall is not feasible on the west side of the frontage road because it would block access to the adjacent properties. A 12 foot tall wall with a length of 2,300 feet was evaluated adjacent to the I-10 mainline. As shown in Table 4, this wall would reduce noise levels at the first row of homes (11 units) by 5 dba or more. This wall would cost approximately $772,800 for an average cost per receptor of $70,250. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.2.2 West of I-10 Near Gonzales Family Dairy A small pocket of homes and mobile homes occurs along the west side of I-10 near the Gonzales Family Dairy (see Figure A-7, receptor 33). The noise wall considered for this area was at the outside edge of the I- 10 mainline. The frontage road (Stern Dr) in this area also contributes to noise in this area; however, a noise wall is not feasible on the west side of the frontage road because it would block access to the adjacent properties. A 12 foot tall wall with a length of 950 feet was evaluated adjacent to the I-10 mainline. As shown in Table 4, this wall would reduce noise levels at the first row of homes (5 units) by 5 dba or more. This wall would cost approximately $319,200 for an average cost per receptor of $63,840. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.2.3 West of I-10 Near Le Fe Ave A small pocket of homes and mobile homes occurs along the west side of I-10 near Le Fe Avenue (see Figure A-7, receptors 34 and 35). The noise wall considered for this area involved evaluating a barrier at the outside edge of the I-10 mainline. The frontage road (Stern Dr) in this area also contributes to noise in this area; however, a noise wall is not feasible on the west side of the frontage road because it would block access to Le Fe Avenue. A 12 foot tall wall with a length of 700 feet was evaluated adjacent to the I-10 mainline. As shown in Table 4, this wall would reduce noise levels at the first row of homes (4 units) by 5 dba or more. This wall would cost approximately $235,200 for an average cost per receptor of $58,800. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.2.4 West of I-10 Near Swannack Rd A small pocket of homes and mobile homes occurs along the west side of I-10 near Swannack Rd (see Figure A-8, receptor 36 and 12). The noise wall considered for this area involved evaluating a barrier at the outside edge of the I-10 mainline. The frontage road (Stern Dr) in this area also contributes to noise in this area; however, a noise wall is not feasible on the west side of the frontage road because it would block access to Swannack Rd. A 12 foot tall wall with a length of 600 feet was evaluated adjacent to the I-10 mainline. As shown in Table 4, this wall would reduce noise levels at the first row of homes (2 units) by 5-11 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 dba or more. This wall would cost approximately $201,600 for an average cost per receptor of $100,800. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.3 South of Vado Interchange 5.3.1 Western Sky RV Park The Western Sky RV Park is located on the east side of I-10 and south of the Vado interchange (see Figure A-8, receptors 37 and 38). The noise wall considered for this area involved evaluating a barrier at the outside edge of the I-10 mainline. A 12 foot tall wall with a length of 700 feet was evaluated adjacent to the I-10 mainline. As shown in Table 4, this wall would reduce noise levels at the first row of RVs (5 units) by 5 dba or more. This wall would cost approximately $235,200 for an average cost per receptor of $47,040. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.3.2 West Side of I-10 Near Dairy A small pocket of homes and mobile homes occurs along the west side of I-10 near a dairy operation (see Figure A-9, receptor 39). The noise wall considered for this area involved evaluating a barrier at the outside edge of the I-10 mainline. The frontage road (Stern Dr) in this area also contributes to noise in this area; however, a noise wall is not feasible on the west side of the frontage road because it would block access to the adjacent properties. A 12 foot tall wall with a length of 1,200 feet was evaluated adjacent to the I-10 mainline. As shown in Table 4, this wall would reduce noise levels at the first row of residences (7 units) by 5 dba or more. This wall would cost approximately $403,200 for an average cost per receptor of $57,600. Because this cost exceeds NMDOT s maximum cost per receptor ($40,000), this wall is not recommended for the I-10 project. 5.4 Anthony Area Noise abatement was evaluated for a large neighborhood on the west side of I-10 in Anthony (see Figures A-13 and A-14, and receptors 43 through 53). For this large neighborhood the noise wall was evaluated to be constructed in three overlapping sections, as follows: Section 1. This barrier section would be constructed at the edge of the eastbound I-10 mainline, between stations 1232+00 and 1246+00. This 1,400 foot long wall would be 10 feet tall. Section 2. This barrier section would be constructed in the higher terrain adjacent to the frontage road (Sandia Street), between stations 1245+00 and 1255+00. This 1,000 foot long noise wall would be 8 feet tall. Section3. This barrier section would be constructed at the edge of the eastbound I-10 mainline, between stations 1254+00 and 1273+00. The southern edge of this barrier would follow the alignment of the eastbound off-ramp for approximately 250 feet toward Antonio Street. This 1,900 foot long noise wall would be 10 feet tall. The results of the barrier analysis for this area are shown in Table 4. The wall configuration described above would cost approximately $1,148,000. The wall design would provide a meaningful noise reduction of 5 dba or more at approximately 30 homes, for an average cost of $38,300 per receptor. This wall would meet NMDOT s cost-effectiveness requirements and is recommended for the I-10 project. - 12 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 Table 4 Summary of Noise Abatement Analysis Noise Wall Location Site # Figure # Year 2030 Build Modeled Noise Levels With Wall Noise Reduction West of I-10 Near Cholla Rd/Broadmoor Dr 1 A-1 69 64 5 2 A-1 68 63 5 3 A-1 68 62 6 4 A-1 67 61 6 5 A-1 67 61 6 6 A-1 69 65 4 7 A-1 65 61 4 8 A-1 64 60 4 9 A-1 64 60 4 10 A-1 70 68 2 11 A-1 69 65 4 12 A-1 71 66 5 East of I-25 Near Cholla Rd 13 A-1 70 64 6 14 A-1 68 64 4 15 A-1 65 62 3 16 A-1 67 64 3 East of I-25 South of Tellbrook Rd 17 A-2 69 63 6 18 A-2 68 64 4 19 A-2 70 65 5 20 A-2 72 67 5 21 A-2 72 68 4 Mobile Home Park at Larjon Rd 22 A-2 68 65 3 23 A-2 67 65 2 24 A-2 65 64 1 Mobile Home Park -C St., F St., etc. 25 A-3 70 63 7 26 A-3 68 63 5 27 A-3 71 62 9 28 A-3 71 63 8 29 A-3 68 65 3 Mobile Home/Apartments South of Las Piedras 30 A-3 70 65 5 31 A-3 66 63 3 Wall Length (ft) Wall Height (ft) Wall Cost Cost per Receptor 4,400 12-14 $1,573,200 $52,450 3,440 12 $1,152,480 $164,640 2,520 18 $1,270,080 $127,000 1,600 10-14 $562,856 n.a. Noise Wall Recommended/ Warranted? Not Recommended Not Recommended Not Recommended Not Recommended 1,600 10 $448,000 $32,000 Recommended 900 16 $403,200 $50,400 Not Recommended Continued - 13 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 Noise Wall Location Site # Figure # Year 2030 Build Table 4 (Continued) Summary of Noise Abatement Analysis Modeled Noise Levels With Wall Noise Reduction Mobile Homes/Residences Between Mesquite and Vado Interchanges Wall Length (ft) Wall Height (ft) Wall Cost Cost per Receptor 32 A-6 71 65 6 2,300 12 $772,800 $70,250 33 A-7 72 65 7 950 12 $319,200 $63,800 34 A-7 70 64 6 35 A-7 69 63 6 700 12 $235,200 $58,800 36 A-8 70 64 6 600 12 $201,600 $100,800 South of Vado Interchange 37 A-8 70 65 5 38 A-8 69 63 6 700 12 $235,200 $47,000 39 A-9 73 67 6 1,200 12 403,200 $57,600 West Side of I-10 in Anthony 43 A-13 70 62 8 44 A-13 69 60 9 45 A-13 70 61 9 46 A-13 68 61 7 47 A-13 64 59 5 48 A-14 71 63 8 49 A-14 73 66 7 50 A-14 69 61 8 51 A-14 68 59 9 52 A-14 68 60 8 53 A-14 68 59 9 Noise Wall Recommended/ Warranted? Not Recommended Not Recommended Not Recommended Not Recommended Not Recommended Not Recommended 4,300 8-10 $1,148,000 $38,300 Recommended Tables 5 and 6 summarize the approximate locations and elevations of the two noise walls meeting NMDOT s cost-effectiveness criteria in the I-10 project area. - 14 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 Approx. Station* Table 5 Elevations for Wall on West Side of I-10 in Southern Las Cruces (Mobile Home Park: Receptors 25-29, C St., F St., etc.) Ground Elevation (f) Top of Wall Elevation (f) Wall Height (f) Notes 152 + 00 3,962 3,972 10 Follow Stern Dr Alignment 156 + 00 3,965 3,975 10 156 + 50 3,967 3,977 10 160 + 50 3,969 3,979 10 164 + 00 3,970 3,980 10 169 + 50 3,970 3,980 10 Terminate at A Street * Stations Refer to I-25 Southbound to I-10 Eastbound Directional Ramp/Ground Elevations Refer to Stern Dr. Approx. Station* Section 1 Ground Elevation (f) Table 6 Elevations for Wall on West Side of I-10 in Anthony (Receptors 43-53) Top of Wall Elevation (f) Wall Height (f) 1232 + 00 3,912 3,922 10 Follow Edge of I-10 Mainline 1236 + 00 3,914 3,924 10 1240 + 00 3,914 3,924 10 1246 + 00 3,914 3,924 10 Section 2 1245 + 00 3,918 3,926 8 Follow Top Ground Elevations 1246 + 50 3,922 3,930 8 Between I-10 and Frontage Road (Sandia St.) 1247 + 50 3,928 3,936 8 1249 + 00 3,930 3,938 8 1252 + 00 3,930 3,938 8 1253 + 50 3,924 3,932 8 1254 + 50 3,918 3,926 8 1255 + 00 3,914 3,922 8 Section 3 1254 + 00 3,912 3,922 10 Follow Edge of I-10 Mainline 1269 + 50 3,910 3,920 10 1271 + 50 3,910 3,920 10 Follow Eastbound off Ramp Alignment 1273 + 00 3,908 3,918 10 Follow Eastbound off Ramp Alignment * Stations Refer to I-10 Eastbound Mainline Ground Elevations Refer to I-10 Mainline Elevations for Sections 1 and 3 Ground Elevations Refer to Existing Grade Between I-10 and Frontage Road for Section 2 Notes - 15 -

Interstate 10: Las Cruces to Texas State Line Traffic Noise Analysis AC-GRIP-010-2(108)144; CN G18A1 The final locations and construction heights of noise walls in the I-10 project area should be determined after public input has been obtained. In addition, because the abatement analysis was conducted with preliminary design plans, and because some of the noise walls are located in complex topography, refinements to the barrier analyses should be conducted during the final design phases of the project. Final placement and height of noise walls will be determined as part of final design activities and with input from affected property owners. Additional features of the noise walls, such as aesthetic design, will also be determined during final design for the I-10 project. The findings of this noise analysis represent the most recent evaluation of noise conditions within the I-10 project area. One purpose of this analysis is to provide local governments with information regarding the existing and future noise conditions expected within the I-10 project area. FHWA and NMDOT noise policies strongly advocate the prevention of future noise impacts as being one of the most important aspects of noise control. Both development and highways can be compatible. But local government officials should be aware of what noise levels to expect from highways and what techniques they can use to prevent future impacts. FHWA encourages local governments to practice compatible land use planning and control in the vicinity of highways. Local governments should use their power to regulate land development in such a way that noise-sensitive land uses are either prohibited from being located adjacent to a highway, or that the developments are planned, designed, and constructed in a manner that ensures noise impacts are minimized. According to NMDOT s Noise Policy (CP 86 & AD 236), Noise abatement measures will be considered for new development that occurs before the date of public knowledge of the adoption of the location of a proposed highway project. After this date analysis of changes in traffic noise impacts, when appropriate, may be done, but the Department will no longer be responsible for providing noise abatement for new development which occurs adjacent to the proposed highway project. Provision of such noise abatement becomes the responsibility of local communities and private developers. The date of public knowledge referred to in NMDOT s Noise Policy is the date of approval of the environmental document. For the current I-10 project, this date will coincide with the approval of the anticipated Finding of No Significant Impact (FONSI) for the project. After this date, NMDOT will not be responsible for, and FHWA will not provide funding for, additional noise abatement in the I-10 project area. - 16 -

Appendix A Noise Monitoring and Noise Modeling Locations

13 14 Evaluated Noise Wall (Not Recommended) 1 1 2 3 2 4 Evaluated Noise Wall (Not Recommended) 15 16 5 5 6 3 7 8 9 10 11 4 12 Dove Crossing Development 17 N No Scale Figure A-1 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

10 11 4 Dove Crossing Development 12 Evaluated Noise Wall (Not Recommended) 17 Evaluated Noise Wall (Not Recommended) 19 18 22 6 23 24 20 21 7 8 N No Scale Figure A-2 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

6 21 23 24 7 Evaluated Noise Wall (Not Recommended) 8 30 31 Evaluated Noise Wall (Recommended) 25 26 27 9 28 29 N No Scale Figure A-3 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

N No Scale Figure A-4 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

N No Scale Figure A-5 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

Evaluated Noise Wall (Not Recommended) 10 32 N No Scale Figure A-6 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

33 Evaluated Noise Wall (Not Recommended) 11 La Fe Ave35 La Fe Ave 34 Evaluated Noise Wall (Not Recommended) N No Scale Figure A-7 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

Swannack Rd Evaluated Noise Wall (Not Recommended) 12 36 Evaluated Noise Wall (Not Recommended) 37 38 13 N No Scale Figure A-8 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

37 38 13 39 Evaluated Noise Wall (Not Recommended) N No Scale Figure A-9 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

N No Scale Figure A-10 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

N No Scale Figure A-11 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

14 41 42 40 N No Scale Figure A-12 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

15 43 44 Section 1 Noise Wall (Recommended) 45 46 47 48 Section 2 Noise Wall (Recommended) 49 Section 3 Noise Wall (Recommended) N No Scale Figure A-13 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

48 Section 2 Noise Wall (Recommended) 49 50 16 51 52 Section 3 Noise Wall (Recommended) 53 N No Scale Figure A-14 Approximate Noise Measurement and Modeling Locations 5 Noise Measurement Site 5 Noise Modeling Site

Appendix B Options 1 & 2 for I-10/I-25 Interchange