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Home My WebLink AboutItem 2 - Attachment 6 - Noise AnalysisPrepared by: Zachary R Weiss Justin W. Cook — INCE, LEED GA HMMH 77 South Bedford Street Burlington, MA 01803V -E-6 BY. Neil Capin Jr, Chula Vista Wash 'N Co Executive Surnmary The purpose of this report is to assess the potential noise impacts of the Chula Vista Wash 'N Go project in the City of Chula Vista, California, The carwash will be located at 495 Telegraph Canyon Road in the City of Chula Vista, California, The location of the project is presented in Figure 1. The proposed pro.lect site plan is shown in Figure 2. �Figure I Location of the Project Scurca_ Map Image and Data 0 ESRI 2017 Neil Capin Jr. Chula 'Vista Wash 'N Go Figure 2, Proposed Project Site Purr Sources: Gene Cipparone Architect, Inc., Map Image and data Cir ESRi 2017 Neil Capin Jr. Chula Vista Wash °N Go 1 Noise Exposure Standards 1.1 City o,f Chula Vista's Noise Ordinance of the Municipal Code Within City of Chula Vista's Municipal Code (Chapter 19- Planning and Zoning, Article 68 — Performance Standards and Noise Control, Section 30 — Exterior Noise Lin -fits) it states noise standards for residential and commercial land use. The exterior noise levels for all residential (except multiple dwelling) and commercial are presented in Table 1, The noise standards shall apply to each property or portion of property substantially used for a particular type of land use reasonably similar to the land use types shown in Table 1. No person shall operate, or cause to be operated, any source of sound at any location within the city or allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person which causes the noise level to exceed the environmental and/or nuisance interpretation of the applicable limits give In Table 1. Environmental noise shall be measured by the equivalent sound level (Lcq) for any hour. Nuisance noise shall be measured as a sound level not to be exceeded at any time. Sound levels by receiving land use shall be measured at the boundary or at any point within the boundary of the property affected. The code also states corrections to exterior noise level limits. If the noise is continuous, the Leq for any hour will be represented by any lesser time period within that hour; noise measurements of a few minutes only will thus suffice. If the noise is intermittent, the Leq for any hour may be represented by a period typical of the operating cycle. Measurement should be made of a representative number of noisy/quiet periods. A measurement period of not less than 15 minutes is, however, strongly recon-u-nerided when dealing with intermittent noise. In, the event the alleged offensive noise, as i Lidge:d by the enforcement officer, contains a steady, audible sound such as whine, screech, or burn or contains a repetitive impulsive noise such as hanunering or riveting, the standard limits set forth in Table 1 shall be reduced by 5 dB. If the measured ambient noise level exceeds that permissible in Table 1, the allowable noise exposure standard shall be the ambient noise level. The arribicrit level shall be measured when the alleged noise violations source is not operating. Table I — Exterior Noise Urnits Neil Capin Jr. Chula Vista Wash 'N Go 2 Noise Meas,urement Survey All of the information contained within this section of the report was provided to the client from. BridgeNct International, who conducted the noise measurement survey on Thursday, July 28, 2016 from the hours of 7 a.m. to 9 p.m., which according to the client are the proposed operating hours of the carwash. The goal of the noise measurement survey was to determine the existing ambient noise environment. Noise measurements recorded one second A -weighted noise values at three locations. The noise measurement locations are given in Figure 3. The sound level meters used to measure the noise levels were OldB FUSION sound level meters. The microphones used were 01 dB-Metravib 1/2" condenser microphones. The equipment used meets the American National Standards Institute (ANSI) S 1.4 specification for a Type I precision sound level meter. The sound level meters were calibrated before and after the tests with a Brijel & 1jxr Type 4231 sound level calibrator with calibration traceable to the National Institute of Standards and Technology (NIST), The noise measurement locations were selected for their proximity to the adjacent residential and commercial land uses. The sound level meters at these locations were placed at a height of 5 feet. M Neil Capin Jr. Chula Vista Wash `N Ga Figura 3. Noise Measurement Locations Neil Capin Jr. Chula Vista Wash'N Go 2.1 Noise Measurement Results The noise measurement survey results for Location I are presented in Table 2. The table lists the resulting minimum (LMin), maximum (LMax) and average (Leel) noise values in terms of dBA for each hour of the measurement. The noise at this location was dominated by transportation noise on the 805 Freeway and the 805 Freeway on-ramp. Location I is representative of the resIdCDCCS at 484 and 490 Hale Street. Table 2 — Noise Measurement Results for I-ocation I I fol" III Mr, (i uDll ISE, N i Z PP, I fol" Neil Capin Jr, Chula Vista Wash'N Go The noise measurement survey results for Location 2 are presented in Table I'The table lists the resulting minimum (LMin), maximum (LMax) and average (Leq) noise values in terms of dBA for each hour of the measurement. The noise at this location was dominated by transportation noise on the 805 Freeway and the 805 Freeway on-ramp, and Halecrest Drive. Location 2 is representative of the commercial lot at 498 Hale Street. Table 3 — Noise Measurement Results for Location 2 � w�r`'(,, f I� GNI' E1�°� l � , i i ( %i'U ��r d? �1 � Y7`� 'U � c� �+` i�Ma � % 'I J, l�uf � n� � a � i � WIPIM! I .dmU ,'?I Neil Capin Jr. Chula Vista Wash 'N Co The noise measurement survey results for Location 3 are presented in Table 4. The table lists the resulting mirthrium (LMin), maximum (LMax) and average (Leq) noise values in terms of dBA for each hour of the measurement. The noise at this location was dominated by transportation noise on the Halecrest Drive, 805 Freeway, and the 805 Freeway on-ramp. Location 3 is representative of the residence at 876 Halecrest Drive. Table 4 — Noise Measurement ls"Its fair Location 3 R (8 11 N 1111, SO R (8 Neil Capin Jr. Chula Vista Wash 'N Go 3 Potential is Impacts 3.1 Noise Model The potential carwash noise impacts of the project were calculated using data received from the client. The noise exposure in this report was computed using the acoustical planr�ng and modeling program SoundPLAN (Version 7.4), which was created by Braunstein & Berndt GmbH. The calculations within SoundPLAN were performed in accordance with the ISO 9613-2 outdoor noise propagation standard, with a maximum acoustical ray reflection order of three, The carwash is planning on installing nine 15 HP dryers (Model BCS -1 00-78-0.64OA-15HP), which will be the dominant noise Source from the carwash tunnel. The source noise data for the dryers was provided by the client and was obtained from Twin City Fans & Blowers. The data received shows a worst-case noise level (Lech) of 86 dBA at a distance of five feet for each 15 HP dryer. More precise octave unweighted octave band sound power levels (Lw) were also Provided, shown in Table 5 below. The carwash is planning on installing two central vacuum systems, however they will be fully enclosed within the carwash building. The above noise source information was used to calculate the worst-case carwash noise levels at the adjacent noise sensitive land uses. By worst-case, we mean that all of the noise sources were assurned to be operating for the maximum percentage of time that could be expected with the carwash tunnel at full capacity. Each of the nine dryers were determined to be in use at most 67% of time, using a 2 car maximum tunnel capacity, 20 second drying tune, and one minute total carwash time. Topographic data for the area surrounding the prQject site were retrieved from Google Earth Pro, and were incorporated into the model. Figures 4 and 5 show the SoundPLAN iriodel geometry in plan and wireframe views, respectively, The perimeter receptors were placed in three rows, directly at the prqject property line edge, about ten feet beyond the property line edge, and about forty feet beyond the property line edge, The first row models the property line edge directly, while the second and third account for the possibility that sound levels could be higher further away from property edge, either from diffiraction effects over the perimeter barrier, or the increased ground elevation further away from the lot edge. Separate groups of receptors in each of these rows model The lots at 484,490, and 498 Hale Street. 484 and 490 are residences, while 498 is a commercial lot. A fourth row of receptors models the lot edge of the residence at 876 Halecrest Drive. No additional receptor rows were necessary at this lot edge, as the property edge receptors were not modeled directly behind a barrier, and the lot elevation is relatively flat. F 9 Neil Capin Jr. Gula Vista''Wash'N Grp Figure 4. Modeled Project Site pian otti All Source and Receiver Locations 484 Hale Street �rt"Up 876 Haitecrest Drive 4911 .. Hale Street 498 Hale Street Sigma and mbols * Point source Main building mmmum mall frIJ�nrAel, Area Ground absorption Elevatlnn Me. o %nt recer�er Neil Capin Jr.. Chula Vista Wash °N Ga Figure 5. 3D Wirefrasne of Modeted Project Site Plain with All Source and Receiver Locations, ( 876 Halecrest lC drive Str Hale D ry 490 Hage Street'- % r .,,. Street/ 'l w _ '+t'98 F#ale Irv.,r Street Signs and symbols Main buOchng mom Wag hne Neil Capin Jr. Chula Vista Wash 'N Go 3.2 Calculabon ReSURS A-wcighted sound levels were calculated for all of the receptor locations detailed above, representing two neighboring residences (484 and 490 Hale Street), one additional nearby residence (876 Halecrest Drive), and one neighboring commercial lot (498 Hale Street). In all of these cases, the minimum measured ambient levels were greater than the exterior noise level limits given in the municipal code. Therefore, as detailed in the code, the exceedance criteria for all modeled receptors were taken from the minimum measured ambient levels, The worst-case carwash noise levels at the adjacent residential properties to the north were calculated to be as high as 66.0 dBA, slightly under the 66.9 dBA measured limit. The levels at the additional nearby residence were calculated to be as high as 35.2 dBA, over 28 dB; beneath than the 64.0 dB limit. Therefore, there are no residential impacts from the carwash. However, the worst-case carwash noise levels at the adjacent commercial property were calculated to be as high as 83.4 dBA, over 16 dB greater than the 67.1 measured minimum. In order to nritigate this large exceedance, a sound barrier of at least 12 feet in height, on the eastern end of the north property, will be necessary. Figure 6 shows the extent of this barrier in plan view, alongside the 6 foot western barrier which is already indicated in the architectural plans. With the barrier, the worst-case carwash noise levels at the commercial property are calculated to be 65.6 dBA at the highest, 1.5 dB underneath the limit. Table 6 shows the worst-case calwasli noise levels by location, both with and without the proposed eastern sound barrier. For the three adjacent lots, the "Near Property Line" levels correspond to the maximum modeled level in. the first two receptor rows, and the "Near Building" to the third row. Since only property line receptors were modeled for the residence at 876 Halecrest Drive, no value is given for it in the "Near Building" level columns. The specific locations of each of the maximum values are shown in Figure 7. Levels with the eastern sound barrier are given in yellow labels, and where no barrier levels are significantly different, they are given in red labels. Neil Capin Jr. Chula Vista Wash 'N Go Figure 6. arrier Liocations Sources. Gene Cipparone — Architect, Inc., Map Image and Data 0 ESRI 2017 Table 6- Maximum Sound Levels at Nearby Lots Neil Capin Jr. Chula Vista Wash 'N Go Figure 7. Receptors with Highest: Modeie,d Leq for All Sates Neil Capin Jr, Chula Vista Wash 'N Go 4 Conclusion The noise emanating from the carwash must comply with the City of Chula Vista's noise standards for residential and commercial land use. The primary noise emanating from the carwash will be generated by the dryers; that are located oil the eastern end of the carwash tunnel. The calculated carwash noise levels at the adjacent residential and commercial land -uses were based on the inaxinium possible use of the carwash dryers (a worst-case scenario), In typical operation, the dryers will only be activated when cars pass through the tunnel, which will only occur sporadically throughout the business day. Therefore, the actual noise impact should be less. The carwash will only operate during daytime hours (8 a.m. to 9 p.m.) and therefore only the City of Chula Vista's daytime residential and cormliercial noise standards are applicable. The lowest measured ambient hourly average noise levels at Locations 1-3 were 66.9, 67,1 and 64.0 dBA Leq respectively. The City of Chula Vista's Noise Ordinance of the Municipal Code states if the measured ambient noise level is greater than the carwash noise, the ambient becomes the noise standard. Therefore, the exterior noise standard at the residential land uses to the north would then become 66.9 dBA Leq. The exterior noise standard at the con-uriercial land use to the north would then become 67.1. dBA Leq. The exterior noise standard at the residential land use to the north near the intersection of Hale Street and Halecrest Drive would then become 64.0 dBA Lcq, The calculated worst-case carwash noise level at the nearest residential land uses to the north was 66.0 dBA, which is less than 66.9 dBA. The calculated worst-case carwash noise level at the residential land use to the north near the intersection of Hale Street and Halecrest drive was 35.2 dBA, which is less than 64.0 dBA. The calculated worst-case carwash noise level at the conuriercial land use to the north was 83.4 dBA, which is greater than 67.1 dBA, With a barrier of at least 12 feet in height, as detailed in :Figure 6, the carwash will comply with the City of Chula Vista's daytime noise standards at the a4jacent residential and coniniercial land uses. .5 References and Endno-les Coffey Engineering, Inc., Site Plan for Wash & Go Car Wash, 495 Telegraph Canyon Road, Chula Vista, California 91910, January 16, 2017, Neil Capin Jr. Chula Vista Wash'N Go Appendix A FUndamentals of Acoustics This attaclunent describes the noise terniinology and metrics used in this report. A.1 Decibels (dB), Frequency arW the A - Weighted Sound Level Loudness is a subjective quantity that enables a listener to order the magnitude of different sounds on a scale from soft to loud, Although the perceived loudness of a sound is based somewhat on its frequency and duration, chiefly it depends upon the sound pressure level. Sound pressure level is a measure of the soinid pressure at a point relative to, a standard reference value; sound pressure level is always expressed in decibels (0). Decibels are logarithinic quantities, so combining decibels is unlike comirion arithmetic. For example, if two sound sources each produce 100 dB operating individually and they are then operated together, they produce 103 dB. Each doubling of the number of sources produces another three decibels of noise. A tenfold increase in the number of sources makes the sound pressure level go up 10 dB, and a hundredfold increase makes the level go up 20 dB. If two sources differ in sound pressure level by more than 10 decibels, then operating together, the total level will approximately equal the level of the louder source; the quieter source doesn't contribute significantly to the total. People hear changes in sound level according to the following rules of thumb: 1) a change of I decibel or less in a given sounds level is generally not readily perceptible except in a laboratory setting; 2) a 5 -dB C� change in a sound is considered to be generally noticeable in a community setting-, and 3) it takes approximately 10 -dB change to be heard as a doubling or halving of a sound's loudness. Another important characteristic of sound is its frequency, Or "pitch." This is the rate of repetition of sound pressure oscillations as they reach our ears. Frequency is expressed in units known as Hertz (abbreviated "Hz." and equivalent to one cycle per second). Sounds heard in the crivirom-nent usually consist of a range of frequencies. The distribution Of SOUDd energy as a function of frequency is termed the "frequency spectrum." The human ear does not respond equally to identical noise levels at different frequencies. Although the normal frequency range of hearing for most people extends from a low of about 20 Hz to a high of 10,000 Hz to 20,000 Hz, people are most sensitive to sounds in the voice range, between about 500 Hz to 2,000 Hz. Therefore, to correlate the amplitude of a sound with its level as perceived by people, the sound energy spectrum is adjusted, or "weighted-" The weighting system most commonly used to correlate with people's response to noise is "A -weighting" (or the "A -filter") and the resultant noise level is called the "A -weighted noise level" (dBA). A -weighting significantly de-emphasizes those parts of the frequency spectrum from a noise source that occurs both at lower frequencies (those below about 500 Hz) and at very high frequencies (above 10,000 Hz) where we do not bear as well. The filter has very little effect, or is nearly "flat," in the middle range of frequencies between 500 and 10,000 Hz. In addition to representing human hearing sensitivity, A -weighted sound levels have been found to correlate better than other weighting networks with human perception of "noisiness." One of the primary reasons for this is that the A -weighting network emphasizes the frequency range where human speech occurs, and noise in this range interferes with speech conununication. Another reason is that the increased hearing sensitivity makes noise more annoying in this frequency range, Neil Capin Jr, Chula Vista Wash'N Go A.2 Point and Une Noise Solurces Noise may be generated fi-om a point source, such as a piece of construction equipment, or from a line source, such as a roadway containing moving vehicles. Because noise spreads in an ever -widening pattern, the given amount of noise striking an object, such as an eardrum, is reduced with distance from the source. The typical distance reduction for point source noise is 6 dBA per doubling of the distance from the, noise source. A line source of noise, such as vehicles proceeding down a roadway, will also be reduced with distance, but the rate of reduction is affected by both distance and the type of terrain over which the noise passes. Hard sites, such as developed areas with paving, reduce noise at a rate of 3 dBA per doubling of distance, while soft sites, such as undeveloped areas, open space and vegetated areas reduce noise at a rate of 4.5 dBA per doubling of distance,. Objects that block the line of sight attenuate the noise source if the receptor is located within the "shadow" of the blockage (such as behind a sound wall). If a receptor is located behind the wall, but has a view of the source, the wall will do little to reduce the noise. Additionally, a receptor located on the same side of the wall as the noise source may experience an increase in the perceived noise level, as the wall will reflect noise back to the receptor compounding the noise. A.3 Equivalent SOUnd Level (Leq) The Equivalent Sound Level, abbreviated L,,,, is a measure of the total exposure resulting from the accumulation of A -weighted sound levels over a particular period of interest -- for example, an hour, an 8 - hour school day, nighttime, or a full 24-hour day. However, because the length of the period can be different depending on the time frame of interest, the applicable period should always be identified or clearly understood when discussing the metric. Such durations are often identified through a subscript, for example Legh, or L,q(24), The L,q may be thought of as a constant sound level over the Period of interest that contains as nnich sound energy as (is "equivalent" to) the actual time -varying sound level with its normal peaks and valleys. It is important to recognize, however, that the two signals (the constant one and the time -varying one) would sound very different from each other. Also, the "average" sound level suggested by L,q is not an arithmetic value, but a logarithmic, or "energy -averaged" sound level. Thus, the loudest events may dominate the noise envirom-nent described by the metric, depending, on the relative loudness of the events. Neil Capin Jr. Chula Vista Wash 'N Go Appendix B SoundPLAN Receiver, Results A-03 80 61.7 498 Hale St. (Near Property Line A-04 80.9 62.4 498 Hale St. Near Property Line) A-05 82 63.6 498 Hale St. Near Property Line A-06 83.4 65 498 Hale St. (Near Property Line) A-07 83.4 63.9 498 Hale St. Near PropertyPropegy Line A-08 68.3 0 498 Hale St. (Near Property Line) A-09 65.9 0 498 Hale St. (Near Property Line A-10 65.3 57.9 498 Hale St. Near Property Line) A-11 64.1 59.9 498 Hale St. (Near Property Line A-12 63.1 60.7 498 Hale St. (Near Property Line) A-13 60.7 58.3 498 Hale St.. (Near Property Line A-14 58.7 56.2 498 Hale St. (Near Property Line) A-15 57.1 54.6 498 Hale St. Near Property Line A-16 56 53.7 498 Hale St. (Near Property Line A-17 54.8 52.5 498 Hale St. (Near Property Line A-18 53.8 51.4 498 Hale St. (Near Property Line) A-19, 52.8 50.5 498 Hake St. Near Property Line) A-20 52 49.6 498 Hage St. (Near Property Line A-21 51.5 49.4 498 Hake St. Near Property Line A-22 50.8 48.7 498 Hate St. (Near Property Line A-23 50.2 48 498 Hale St. Near Property Line A-24 49.6 47.4 490 Hale St. Near Pro ert Line A-25 49.2 46.8 490 Hale St. Near Property Line A-26 62.1 62 490 Hale St. Near Property Line A-27 65.2 65.1 490 Hale St. Near Property Line A-28 65.3 65.2 490 Hale St. Near Property Line A-29 65.4 65.4 490 Hale St, (Near Property Line A-30 65.6 65.5 490 Hale St. Near Property Line A-31 65,3 65.2 490 Hale St. (Near Property Line) A-32 64.9 64.9 490 Hale St. (Near Property Line A-33 64.6 64.6 490 Hale St. Near Property Line A-34 64.3 64.3 490 Hale St. (Near Property Line) A-35 64 64 490 Hale 5t, (Near Property Line) A-36 63.8 63.7 484 Hale St. (Near Property Line A-37 63,6 63.5 484 Hale St. Near Pro erty Line) A-38 63.4 63.4 484 Hale St. Near Pro erty Line) A-39 63.3 63.3 484 Hale St. (Near Property Line) A-40 63.2 63.2 484 Hale St. (Near Property Line) A-41 63 63 484 Hage St. Near Property Line A-42 62.8 62.8 484 Ha6e St. Near Property Line Nefl Capin Jr. Chula Vista Wash 'N Go MHOMMM A-43 62,2 62.2 MEMEMEMEME 484 Hale St. (Near Property Line) A-44 62 61.9 4184 Hale St. (Near Property Line) A-45 61.6 61.6 484 Hale St. Near Property Line) A-46 61.3 61.2 484 Hale St, (Near Property Line) A-47 60.6 60.5 484 Hale St, (Near Property Line) A-48 60,2 60.1 484 Hale St. (Near Property Line) A-49 59,2 587 484 Hale St. Near Property Line) B-01 63.9 63.9 484 Hale St. Near Property Line) B-02 64.2 64.2 484 Hale St. (Near Property Line) B-03 64.3. 64,3 1 484 Hale St.(Nea� �ro erty Line) B-04 64.5 64.5 484 Hale St. (Near Property Lune) B-05 64.7 64.7 484 Hale St, (Near Progerty Line) B-06 65 64.9 484 Hale St. (Near Property Line) B-07 65.2 65.2 484 Hale St. (Near Property Line) B-08 65.5 L -...-65.5 484 Hale St. (Near Property Line) B-09 65.8 65,8 484 Hale St. (Near Property Line) B-10 651 65.9 484 Hale St. (Near Pro�perty Line) B-11 66 66 484 Hale St. (Near Property Line) B-12 65.4 65.4 484 Hale St. (Near Property Line � B-13 65.1 651 484 Hale St. (Near Property Line) B-14 65.2 65.2 490 Hale St. (Near Property Line) B-15 65.6 65.6 490 Hate St. (Near Property Line) B-16 65.3. 65.3 490 Halve St. (Near Property Line) B-17 64.6_ 64,6 490 Hale St. (Near Property Line) B-18 64.2 63.7 490 Hale St. (Near Property Line) B-19 623 61.6 490 Hale St. (Near Property Line) B-20, 53.6_ 43.7 490 Hale St. (Near Property Line) B-21 53 44.2 490 Hale St. (Near Property Line) B-22 52,4 44.7 490 Hale St. (Near Property Line) B-23 51.6 44.6 490 Hale St, (Near Property Line) B-24 51 45.1 490 Hale St. (Near Pr22erty Line) 6-25 50.3 45.7 490 Hale St. (Near Property Line) B-26 50.3 46.3 498HaleSt. (Near Pro2erty Une) B-27 50.5 47 498 Hale St. Near Property Line) B-28 51 47.6 498 Hale St. (Near Pro2erty Lune) B-29 51.5 48.4 498 Hale St. (Near Property Line) B-30 51.9 48.6 498 Hale St. (Near Property Line) B-31 52.7 49.5 498 Hale St. (Near Property Line) B-32 53.6 50.4 498 Hale St. (Near Property Line) B-33 54.6 51.5 498 Hale St. (Near Pro erty Line) B-34 55,7 52,6 498 Me St. (Near Property Line) Neil Capin Jr. B-35 56.9 53.8 498 Hale St. (Near Property Line) B-36 57.2 52.8 498 Hale St. (Near Property Une)_ B-37 58.3 53.3 498 Hale St. �Near Pro2erty Line) B-38 58.7 49.9 498 Hale St. (Near Property Line) B-39 59,6 0 498 Hale St, (Near Prope[�y Line) B40 61 0 498 Hale St. (Near Property Line) B-41 62.9 0 498 Hale St. (Near Property Line) 6-42 717 55.6 498 Hale St. (Near Propeq Line) B-43 77.4 63,2 498 Hale St. (Near Property Line) B -44 78.6 647 498 Hale St. (Near Property LinpI B-45 78.2 64.6 498 Hale St. �Near Property Line) B-46 77.7 64.2 498 Hale St. (Near Property Line) C-01 52.5 52A 484 Hale St. (Near Building) C-02 52.2 52.1 484 Hale St, (Near Buflding) C-03 52 51,9 484 Hale St. (Near Buflding) C-04 51.2 51 484 Hale St. (Near Building) C-05 49.3 49.1 484 Hale St. (Near Building� C-06 45,3 44.8 484 Hale St. (Near Building) C-07 42.7 41.8 484 Hale St,_(Near Building) C-08 42.9 42.1 484 Hale St. (Near BuiUng) C-09 431 42.4 484 Hale St. (Near BuiKng) C-10 43.3 42.6 484 Hale St. (Near Building) C -I 1 43.5 4Z9 484 Hate St. �Near Building) C-12 45 446 484 Hale St. (Near Building;) C-1 3 46,1 45.8 484 Hale St. (Near BuRding) C-14 46A 46.2 490 Hale St, (Near Building) C-15 463 465 490 Hale St. (Near Building) C-16 47 46.8 490 Hale St. (Near Budding) C-17 47.3 47A 490 Hale St. (Near Buflding) C-1 8 47.5 47.3 490 Hale St. (Near Building) C -I 9 47,8 47.6 490 Hale St. (Near Building) C-20 48.2 48 490 Hale St. (Near Buidng) C-21 48.5 48.3 490 Hale St. (Near Building) C-22 48.9 48.7 490 Hale St, (Near B,uilding) C-23 49 48.9 490 Halle St. (Near Building) C-24 47.4 47.1 490 Hale St. (Near Building) C-25 47.8 47.6 490 Ha�e St. (Near BuRcling) C-26 47.7 47.5 498 Hale St. (Near Building) C-27 4T7 47.5 498 Hale St. (Near BUlding) C-28 481 47.9 498 Hale St. (Near Buflding) C-29 47,8 47,5 498 Hale St. (Near Building) Neil Capin Jr. Chula Vista Wash "'N Go C-30 47.8 47.6 498 Hale St. (Near Buildin2l C-31 47.8 47.5 498 Hale St. (Near Building) C-32 47.8 47.6 498 Hale St. (Near BuddIN) C-33 45,8 45.4 498 Hale St. (Near Building) C-34 45,8 44.8 4.98 Hale St. (Near BuildinR) C-35 47.8 44.1 498 Hale St. (Near BuildiM) C-36 49.6 39.5 498 Hale St. (Near Building) - C-37 50.3 0 498 Hale St. (Near Building) C-38 51 - 0 498 Hage St. (Near BuRcling) C-39 51.7 0 498 Hale St.. Near BuRding) C-40 52.5 0 498 Hale St. (Near BuMing) C-41 53.3 0 498 Hale St. (Near Building) C-42 55.2 0 498 Hale St. (Near Buildin ), C-43 56.2 0 498 Haie St. (Near Building) C-44 65.1 60 498 Hale St. Near Building) C-45 69.2 64,2 498 Hale St. (Near Building) C-46 M5 65.6 498 Hale St. (Near Building) D-01 26 0 876 Halecrest Dr. (Near Property Line) D-02 26.1 0 876 Halecrest Dr. (Near Property Line) D-03 26.1 0, 876 Halecrest Dr. (Near Property Line) D-04 30.1 27,8 8.76 Halecrest Dr. (Near Property Line) - D-05 31.2 29.5 876 Halecrest Dr. (Near Property Line) D-06 31.1 29.3 876 Halecrest Dr. (Near Property Line) D-07 31 29.2 876 Halecrest Dr. (Near Property Line) D-08 31 29.1 876 Halecrest Dr. (Near Property Line) D-09 33 31.8 876 Halecrest Dr. (Near Property Line) D-10 32.9 31.7 876 Halecrest Dr. (Near Property Line) 0-11 32.8 31.6 8.76 Halecrest Dr. (Near Property Line) D-12 33.5 32.4 876 Halecrest Dr.(N!�Prp erty Line) D-13 33,8 32.8 876 Halecrest Dr. (Near Property Line) D-14 34 32.9 876 Halecrest Dr. (Near Property Line) D-15 34 32.9 876 Halecrest Dr. (Near Properly Line) D-16 34.3 33.2 876 Halecrest Dr, (Near Properly Line) D-17 34,7 337 876 Halecrest Dr, (Near Property Line) D-18 35.1 34.2 875 Halecrest Dr. (Near Property Line) D-19 34.8 33,8 876 Halecrest Dr. (Near Property Line) D,-20 35 33,9 876 Halecrest Dr. (Near Property Line) D-21 34.8 33.6 876 HaGecrest Dr. (Near Property Line) D-22 35.2 34 876 Halecrest Dr. (Near Property Line) D-23 34,7 33.5 876 HWecrest Dr. (Near Property Line) D-24 34,8 33.6 876 Halecrest Dr. (Near Property Line) ,-v-n--v Ry 2 i Neil Capin Jr. Chula Vista Wash 'N Go **"0" levels occur in the barrier case due to limitations within the ISO -9613 standard. All of the receptors with these levels are shielded both by the tunnel wall and the eastern barrier, and if ISO - 9613 could handle the diffraction paths necessary to calculate non -zero values, their levels would be very small. —The first letter of each receptor name corresponds to the which row it is in. Using the row numbers given in Section 3.1, "A" corresponds to 1, "B" to 2, "C" to 3, and "D" to 4. P" 1 it 2 Neil Capin Jr. Chula Vista Wash'N Go Appendix C SoundPLAN Geometry Documentation This appendix contains the raw geometry output from a SoundPLAN situation containing every geofile used in the acoustical model for this prqlect. All units are in meters, and Xaa' coordinate values are referenced to NAD 1983 California State Plane Zone 6. To create a model from the data below, a DGM will need to be generated from the elevation lines, and the point sources will need to be defined with the spectral and time history data given in Section 3.1. The lara' 91 polygon should be set to ,Pr gound absorption poly L0, and the smaller one should be at 0.6. Also note that only receivers and point sources have been given meaningful names; no consistent effort was made to name any of the other object types. Geometry Output: Calculation area -X- -Y-- 1925566,05 551612.20 1925589.14 551566.02 1925596-26 551561.79 1925639.55 551551.20 1925685.73 551639.13 1925693.81 551662.99 1925589.72 551693.58 Ground absorption NAMF -X- --Y-- 1925649.42 551592.92 1925652.86 551606.21 1925584.12 551627.61 1925580.41 551611.67 19255OU5.11 551611.56 1925649.4.2 551592.92 Ground absorption NAME X 1925566.05 1925589.14 1925596.26 1925639.55 1925685.73 1925693.81 1925589.72 -Y 551612.20 551566.02 551561 .79 551551.20 551639.13 551662.99 551693.58 Floating screen 0 Neil Capin Jr. Chula Vista Wash'NGo X____ -__y NAME 1925613.37 551596.74 1925627.69 551589.75 1925637.94 551590.63 1935639.05 551594.47 192663,9.36 551595.53 1925615.15 551602.62 I935814.9I 55160I.83 1925613.59 551597.80 1925613.37 551596.74 Elevation line z 69.80 09.80 69.80 69.80 69.80 69.80 69.30 69,8O 69.80 Elevation line x _Z_ 1925588.89 551694.64 74.07 1925605.88 551689.32 72.24 1925638.74 551679.80 71.02 1925675.17 551668.76 68.88 1925694.50 551663-37 68.88 Elevation line � ___a___ ____x_____ 1925581.09 551669.59 74.07 1925598.08 551664.27 72.24 1925630.94 551654.75 71.02 1925667.37 551643.7l 68.88 1925686.50 551638.31 68.88 Elevation line x _Z_ 1925588.89 551694.64 74.07 1925605.88 551689.32 72.24 1925638.74 551679.80 71.02 1925675.17 551668.76 68.88 1925694.50 551663-37 68.88 Elevation line � ___________z 1925571.44 551632.28 72.85 1925584.12 551627.61 72.85 1925602.84 551621.78 72.85 1925603.31 551621.63 71.63 1925619.82 551016.50 71.63 1925619.98 551616.45 69.49 1925653.86 551600.21 69.49 1925662.69 551603.16 55.84 Chula Vista Wash 'N Go Neil Capin Jr. Elevation line o o _______________ 1925653.57 551591.81 65.23 1925591.25 551689.90 65.23 1925584.64 551611.63 65.23 1925582.64 551611.78 65.23 1925581.49 551611.84 65.23 1925565,17 551812.51 65.23 Elevation line � ______________ z 1925565.17 551612.51 65.23 1925588.72 551565.58 05-23 1925594.86 551561.45 65.25 1925640.15 55I550,34 65.23 1925653.57 551591.81 65.23 Elevation line X- -- � 1925602.84� �6��_�� -Y-_�- 72_85 1925610.21 551648.44 72.85 Elevation line : z �� 1925603.31 551621.63 71.63 1925610.68 551648.29 71.63 Elevation line � _____________z 1926620.09 551616.41 69.49 1925628.46 551643.74 69�.49 Elevation line Xz ________________ 1925578.8l 551658.94 72.83 1925591^48 551654.27 73.85 1925610.2I 551648.44 72.85 1925610.91 551648.19 71.63 1925628.15 551642.84 71.63 1925628.46 551642.74 69.49 1925660.23 551632.87 63.49 1925670.06 551829.81 87.97 R 25 Neil Capin Jr. Chu�a Vista Wash 'N Go Elevation line X� _______________ 1925619.82 551616,50 71.63 1925528.15 551642.84 71.63 Building NAME =BnildiogI86 HEIGHT =4.57 DEFLDSS =1.00 o � __ __ ____ ___ 19256l3.37 ___ ___ 551596.74 65.23 1925612.64 55159�4^34 65.23 1925633.18 551588-30 65.23 1925632.78 551588-95 65.23 1925637.41 551585'52 05.23 1925638.44 551588.99 65.23 1925637.54 551589.26 65.23 1925637.69 551589.75 65.23 1925613.37 551596.74 65.23 Building NAME = HEIGHT --3.06 R2FLOSS =1.00 ___X________Z 1925619.68 551616.83 71.63 I925626.I1 551637.30 71.63 1925618.65 551639.53 71.63 1925616.98 551633.73 71.63 1925608.68 551635.64 71.63 1925605.40 551621.59 ?1.63 1925619-68 551616.85 71.63 Building NAME � HEIGHT =3.66 RocLoas =1.00 ___X___________Z 1925600.32 551644-37 72.85 1925598,49 551628.42 72-S5 1925591.11 551640-32 72.35 1925588.49 551621.83 72.85 19�25603.33 551626'99 72-85 Neil Capin Jr. Chula Vista Wash 'NGm 1925608.17 551642.23 72.85 1925600.32 551648.37 72.85 Building NAME = = HEIGHT =K66 8EFLoSo =I.00 ____�x _____ ------____- z 1925641.91 ___ 551632.83 69.49 1925635.80 551612.86 69.49 1925651.51 551608.17 69.49 1925667.28 551628.33 69.49 1925641.91 551632.62 69.49 Building NAME � = HEIGHT =3.66 2EFLDS3 =1.00 � ____- _____ _--__�------ z 1925645.85 __- 551674.16 69.98 1925642.36 551662.16 69.88 1925655.38 551558.84 69.98 1925856.25 551602-18 65.98 1925663.87 551080.03 69.98 1925666.25 551668.76 69.98 1925645.85 551674.16 69.98 Building NAME = HEIGHT =3.66 aEFLoSS =l.00 -----x � � l925624.50 _____----- 551682.27 ___ __- 71.75 1925609.81 551686.64 71.75 1925607-83 551679.89 71.75 1925616.16 551077.38 71.75 1925614.18 551669.97 /1,75 1925620.53 551667.98 71-75 1925624.50 551682.27 71.75 Noise protection wall _____» __-__ _- z ____-�-�__ ___NAME 27 Neil Capin Jr. Chula Vista Wash'N Go REFFLAG WALLHE1GHT FLOATING 1925615.15 551602.62 1925587.31 551610-"9 1925585.29 551611.21 1925583.41 551611-40 1,925581.44 551611.45 Noise protection wall --X— --Y — NAME REFFLAG WALLHEIGHT FLOATING 192563,9.36 551595.53 WALLHEIGHT FLOATING 1925645.95 551593.61 Receiver NAME RELHETGHTlFLOOR FLOORHETGHT NUMBERFLOORS X y 1925595.01 551612-07 Receiver NAME RELHEIGHTIFLOOR FLOORHEIGHT NUMBERFLOORS m =1.83 0 65.23 65.23 65.23 65.23 65.23 =3.56 0 65.23 =3.66 0 65.23 =B-10 =2.40 =2.80 z 68.13 --2.40 =2.80 = 1 --X— --Y— —Z-- 1925596.45, 551611.64 68.14 Receiver NAME =B-12 RELHEIGHT1FLOOR --2.40 FLOORHETGHT =2.80 Neil Capin Jr. Chula Vista Wash `N Go NUMBERFLOORS = I ---X- -y- 1925597.90 551611.22 67.69 Receiver NAME =B-13 RELHETGHTlFLOOR =2,10 FLOORHETGHT =2.80 NUMBERFLOORS = I —X— --Y--- —2 1925599.34 551610.80 67.69 Receiver NAME =B-14 RELHEIGHT1FLOOR =2.40 FLOORHETGHT =2.80 NUMBERFLOORS = I _X_ —Y— —Z 1925600.79 551610.37 67.70 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS -X- -y- 19256021.23 551609.95 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS, =B-15 =2.40 =2.80 z 67 71 =B-16 =2.40 =2.80 = I — X--- Y-- —z- 1925603.68 551609.53 67.71 Receiver NAME =B-17 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 E m Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS --X_ -Y-- _Z_ 1925605.12 551609.10 67.72 Receiver NAME =B-18 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT -2.80 NUMBERFLOORS —x— —Y— —Z 1925606-57 551608.68 67.72 Receiver NAME =B-19 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --- X— Y- 1925608.01 551608.26 67.72 Receiver NAME =B-20 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X_ —Y— —Z 1925609.45 551607.83 67.72 Receiver NAME =B-21 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— Y— —Z 1925610.90 551607.41 67.72 Receiver NAME =B-22 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 am NO Capin Jr. Chula V�sta Wash 'N Go NUMBERFLOORS —X— —Y— _-Z 1925612.34 551606.98 67.72 Receiver NAME =B-23 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— -- y z 1925613.79 551606.56 67.71 Receiver NAME =B-24 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X-- —Y— — Z 1925615.23 551606.14 67.71 Receiver NAME =B-25 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X— —y z 1925616. 68 551675.71 — 67.71 Receiver NAME =B-26 RELHEIGHTIFLOOR =2.40 FLOORHETCHT =2.80 NUMBERFLOORS = 1 —X— -- y —- z — 1925618.12 551605.29 67.71 Receiver NAME =B-27 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash `N Go NUMBERFLOORS —X-- — Y— z 1925619.57 551604.87 67.71 Receiver NAME =B-28 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X_ —Y-- _Z_ 1925621.01 551604.44 67.71 Receiver NAME =B-29 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 — X— _y z 1925622.46 551604.02 67.71 Receiver NAME =B-30 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— Y-- -Z 1925623.90 551603-60 67.71 Receiver NAME =B-31 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X__ —Y— —Z 1925625.35 551603.17 6`].70 Receiver NAME =B-32 RELHEIGHTIFLOOR FLOORHEIGHT =2.80 m Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS --X— —Y— -7- 1923626.79 551602.75 67.70 Receiver NAME =B-33 RELHEIGHT1FLOOR =2A0 FLOORHEIGHT -2.80 NUMBERFLOORS --X— —Y-- —Z - 192562U0.24 551602.32 67.70 Receiver NAME =B-34 RELHFIGHT1FLOOR =2,40 FLOORHEIGHT =2.80 NUMBERFLOORS —X_ --Y-- —Z- 1925629.68 551601.90 67.70 Receiver NAME =B-35 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X— --Y-- —Z- 19,25631.12 551601.48 67.70 Receiver NAME =B-36 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = i --X-- —Y-- —Z 1925632.57 551601.05 67.70 Receiver NAME =B-37 RELHEIGHTIFLOOR -2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash `N Go NUMBERFLOORS —X— Y-- —Z 1925634.01 551600.63 67»70 Receiver NAME =B-38 RELHEIGHTIFLOOR -2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— —Y— —Z 1925635.46 551600.21 67.70 Receiver NAME =B-39 RELHETGHTlFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X-- _y_ z 1925636.90 551599.78 67.69 Receiver NAME =B-40 RELHETGHTlFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 — X— Y-- — z 1925638.35 551599.36 67.69 Receiver NAME =B-41 RELHEIGHTiFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— Y— —Z 1925639.79 551598.94 67.69 Receiver NAME =B-42 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 Neil Capin Jr, Chula Vista Wash 'N Go NUMBERFLOORS --X— _— y Z- 1925641.24 551598.51 67.69 Receiver NAME =B-43 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X-- —Y-- —Z 1925642.68 551598.09 67.69 Receiver NAME =B-44 RELHEIGETIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X— -- y Z- 1925644.13 551597.66 67.69 Receiver NAME =B-45 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X-- —Y— —Z 1925645.57 551597.24 67.69 Receiver NAME =A-10 RELHETGHTlFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— —Y-- —z- 1925636.13 551597.,06 66.81 Receiver NAME =A-11 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash'N Go NUMBERFLOORS 1 - X- y -z 1925634.68 551597.48 66.51 Receiver NAME =A-12 RELHEIGHTIFLOOR. =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X— _y z 1925633.23 55159,7-.90 66.81 Receiver NAME =A-13 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— —Y— —Z 1925631.78 551598.33 66.81 Receiver NAME =A-14 RELHEIGHTIFLOOR --2-40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X— —Y— —Z 1925630,33 551598.75 66.81 Receiver NAME =A-15 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— _y_ 2 1925628.88 551599.17 66.81 Receiver NAME =A-1 6 RELHEIGHTIFLOOR -2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS —X-- --Y— —Z- 1925627.43 551599.,59 66.81 Receiver NAME =A-17 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— —Y-- _Z_ 1925625.98 551600.01 66.81 Receiver NAME =A-18 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS _ x_ —Y— —Z 1925624.53 551600-43 66.81 Receiver NAME =A-19 RELHETGHTlFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— —Y— —Z 1925623.08 551600.85 66.81 Receiver NAME =A-20 RELHEIGHT1FLOOR =2A0 FLOORHEIGHT =2.80 NUMBERFLOORS —X— y z 1925621.64 551601.27 66.81 Receiver NAME =A-21 RELHETCHT1FLOOR =2.40 FLOORHEIGHT -2.80 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS --X-- Y— — z 1925620.19 551601.69 66.81 Receiver NAME =A-22 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— _y . z 7.925615.74 551602-11 66.81 Receiver NAME =A-23 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT NUMBERFLOORS —X— Y— —Z 1925617.29 551602.,53 66.81 Receiver NAME -A-24 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X— _y_ z 1925615.84 551602.95 66.81 Receiver NAME =A-25 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.,80 NUMBERFLOORS = 1 —X— —Y— —Z 1925614.39 551603.37 66.81 Receiver NAME =A-26 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 Neil Cap%n Jr. Chula Vista Wash 'N Go NUMBERFLOORS --X-- y z 1925612.94 551603.80 661.81 Receiver NAME =A-27 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS 1. ---X- y z 1925611.49 551604.22 66.81 Receiver NAME =A-28 RELHEIGHT1FLOOR -2.40 FLOORHEIGHT =2.80 NUMBERFLOORS -X-- y z 1925610.04 551604.64 66.81 Receiver NA114E =A-29 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X- y 1925608.59 551605.06 66.81 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS x y 1925607.14 551605-48 Receiver NAME RELHFTGHT1FLOOR FLOORHEIGHT =A-30 =2.40 =2.80 z 66.81 =A-31 =2.40 =2.80 7is Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS —X-- y —z 1925605.69 551605.90 66.81 Receiver NAME =A-32 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X-- y -Z, 1925604.24 551606.32 66.81 Receiver NAME =A-33 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 - X- y z 1925602.79 551606.74 66.81 Receiver NAME =A-34 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— y z 1925601.34 55160 .16— 66.81 Receiver NAME =A-35 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS _x -Y-- _Z_ 1925599.89 551607.58 66.81 Receiver NAME =A-36 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 Ned Capin Jr. Chula Vista ash 'N Go NUMBERFLOORS --X-- —Y-- —Z- 1925598.45 531608.00 66.81 Receiver NAME =A-37 RELHEIGHTIFLOOR =2-40 FLOORHEIGHT =2.80 NUMBERFLOORS = I X— --- y — Z— 1925597.00 551608.42 66.81 Receiver NAME =A-38 RELHEIGHTlFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X-- _y ——Z — 1925595-55 551608,84 66.81 Receiver NAL14E =A-39 RELHEIGH'TlFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— y 1925594.10 551609.27 66.81 Receiver NAME =A-40 RELHEIGHTlFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— -- y —Z- 1925592.65, 551609.69 66.81 Receiver NAME =A-41 RELHETGHTlFLOOR =2.40 FLOORHEIGHT =2.80 PC A I Neil Capin Jr. Chula Vista Wash `N Go NUMBERFLOORS --X-- Y— —Z 1925591.20 551610.11 66-85 Receiver NAME =A-42 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— — Y— z 1925589.75 551610.53 66.86 Receiver NAME =A-43 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT -2.80 NUMBERFLOORS = 1 —X— —Y— —Z 1925583.30 551610.95 66.88 Receiver NAME =A-44 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— Y— —Z 1925586.85 551611.37 66.90 Receiver NAME =A-45 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 ---X— — Y-- 1925585.75 551611.58 66,.87 Receiver NAME =A-46 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS —X— --Y— _Z_ 1925584.66 551611.78 66.83 Receiver NAME =A-47 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT -2.80 NUMBERFLOORS = 1 —X— --Y— —Z- 1925583.65 551611.85 66.82 Receiver NAME =A-48 RELHETGHTlFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X-- --Y— —Z- 1925582.64 551611.92 66.82 Receiver NAME RELHEIGHTIFLOOR FLOORHEIGHT NUMBERFLOORS x y 1925581.51 551611.92 Receiver NAME RELHEIGHTIFLOOR FLOORHEIGHT NUMBERFLOORS --X-- y 1925582.01 551615.88 Receiver NAME RELHEIGHTIFLOOR FLOORHEIGHT =A-49 =2.40 =2.80 z 66-79 =B-01 =2.40 =2.80 z 68.70 =B-02 =2.40 =2.80 4 3 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS -X- y 1925583.45 551615.46 68.54 Receiver NAME RELHEIGHTIFLOOR FLOORHEIGHT NUMBERFLOORS _-X_ -Y- 1925584.90 551615.03 Receiver =B-03 =2.4.0 =2.8,0 = 1. z 68.42 NAME =B-04 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS -X- y z 1925586.34 551614.61 68.40 Receiver NAME =B-05 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS -X- -Y-- _Z_ 1925587.78 551614.19 68.38 Receiver NAME =B-06 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X- _y -- z 1925589.23 551613.76 68.36 Receiver NAME =B-07 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.8,0 Neil Capin Jr. Chula Vista Wash'N Go NUMBERFLOORS -X- y 1925590.67 551613.34 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS -X- 1925592.12 551612.91 Receiver NAME RELHEIGHTiFLOOR FLOORHEIGHT NUMBERFLOORS ---X- y 1925593.56 551612.49 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS, ---X- y 1925644.83 551594.54 Receiver NAME RELHEIGHTIFLOOR FLOORHEIGHT NUMBERFLOORS ---X- --Y-- 1925643.38 551594.96 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT z 68.36 =B-08 =2.40 =2.80 z 68.37 =B-09 =2.40 =2.80 z 68.38 =A-04 =2.40 =2.80 z 66.81 =A-05 =2.40 =2.80 z 66.81 =A-06 =2.40 =2.80 45 Neil Capin Jr. Chula Vista Wash `N Go . ......... NUMBERFLOORS x Y-- —Z- 1925641.93 551595.38 66.81 Receiver NAME =A- 07 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS, = 1 ---X_ —Y— —Z 192!5640.48 551595.80 66.81 Receiver NAME =A-08 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = i —X— Y-- —Z 1925639.03 551596.22 66.,81 Receiver NAME =A-09 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERF'LOORS —X_ —Y— —Z 1925637.58 551596.64 66.81 Receiver NAME =C-17 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X-- Y— —Z 1925607.56 551619.05 72.,63 Receiver NAME =C-30 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash "N Go NUMBERFLOORS --X— --Y— —Z- 1925626.34 551613-54 70.76 Receiver NAME -C-02 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— --Y-- —z- 1925585.89 551625.40 73.56 Receiver NAME =C-35 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X-- — y -- z 1925633.56 531611.43 70„80 Receiver NAME =C-18 RELHEIGHTIFLOOR =2.410 FLOORHEIGHT =2.80 NUMBERFLOORS --X— —Y-- —Z- 1925609.00 551618.63 72.64 Receiver NAME =C-29 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X_ --Y-- —Z- 1925624.89 551613.97 70.76 Receiver NAME =C-42 RELHEIGHT1FLOOR =2,4O FLOORHEIGHT =2.80 Eq 47 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS —X-- —Y- 1925643.6? 551608,46 70.85 Receiver NAME =C-19 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— y z 1925610.44 55161E20 72-65 Receiver NAME -C-05 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— --Y— —Z- 1925590.22 551624.13 73.60 Receiver NAME =C-07 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS ---X— --Y— —Z- 1925593.11 551623.29 73.62 Receiver NAME =C -ii RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X-- Y-- —Z 1925598-89 551621.59 73.67 Receiver NAME =C-21 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 Neil Capin Jr- ChWa Vista Wash 'N- Go NUMBERFLOORS --X_ —Y-- 1925613.33 551617.36 72.67 Receiver NAME =C-38 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT NUMBERFLOORS --X— --Y— - z 1925637.89 551610.15 '70.82 Receiver NAME =C-32 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X-- —y— — z 1925629.22 551612.70 70.78 Receiver NAME =C-01 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— -- y z 5 1925584.44 51625.83 73.55 Receiver NAME =C-44 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 MUMBERFLOORS - I —X— —Y— —Z 1925646.56 551607.61 70.86 Receiver NAME =C-39 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.,80 1 4.9 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS 1 —X— _y_ z 1925639.34 551609.73 70.83 Receiver NAME =C-34 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS 1925632-11 551611.85 70.79 Receiver NAME =C-12 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = i —X— Y— —Z 1925600.33 551621.17 73.69 Receiver NAME =C-20 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X-- Y-- — z 1925611.89 551617.,78 72.66 Receiver NAME =C-26 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— —Y-- _Z_ 1925620.56 551615.24 '70.74 Receiver NAME =C-24 RELHEIGHTIFLOOR =2A0 FLOORHEIGHT =2.80 [ViA' Innfl -. Ned Capin Jr. Out VOW VhA'N Go NUMBERFLOORS — x ----- y ----- --- Z__ 1925617.67 551616.09 72.71 Receiver NAME =C-36 RELHEIGHTIFLOOR =2,40 FLOORHEIGHT =2.80 NUMBERFLOORS = I ---- x Y-- - Z 1925615.00 551611.00 70.81 Receiver NAME =C-10 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —x —--Y-- —Z- 1925597.44 551622.02 73.66 Receiver NAME =C-04 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS x----- y ----- --- 1925588.77 551624.56 73.58 Receiver NAME =C-14 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 — x _y 1925603.2.2 y ----- --- z 1925603.22 551620-32 72.60 Receiver NAME =C-03 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2-80 Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS X. —Y— —Z 1925587.33 551624.98 73.57 Receiver NAME =C-37 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— —Y— —Z 1925636.45 551610.58 70.81 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS x y 1925642.23 551608.88 Receiver =C-41 -2.40 =2.80 = 1 z 70.84 NAME =C-22 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS 192!5614.78 551616.93 72.68 Receiver NAME =C-06 RELHEIGHTIFLOOR --2A0 FLOORHEIGHT -2.80 NUMBERFLOORS = 1 --X-- _y z 1925591.66 551623.71 73.61 Receiver NAME =C-13 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 1 5"'2 Neil Capin Jr. Chula Vista Wash 'N Go . ..... . ... . NUMBERFLOORS —X _ —Y— —Z 1925601.78 551620.75 73,70 Receiver NAME =C-08 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS 1925594.55 551622.86 73.63 Receiver NAME =C-40 RELHEiGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— -- y z 1925640.78 551609.31 70.84 Receiver NAME =C-25 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X—Y— —Z — 1925619.11 551615.66 70.73 Receiver NAME =C-16 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X__ --Y— —Z 1925606.11 551619.47 72.62 Receiver NAME =C-31 RELHEIGHTIF'L,OOR =2.40 FLOORHEIGHT =2.80 1 53 N'eil Capin Jr. Chula Vista Wash "N Go NUMBERFLOORS I —X— y z 1925627.78 551613.12 70.77 Receiver NAME =C-28 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 — X— y —z 1925623.45 551614.39 70.75 Receiver NAME =C-45 RELHEIGHTIFLOOR =2.40 FLOORBETGHT =2.80: NUMBERFLOORS 1925643.01 551607.19 70.87 NAME =C-15 RELHEIGHTIFLOOR -2.40 FLOORHEIGHT =2.80 NUMBERFLOORS - 1. —X— —Y— _-Z 1925604.67 551619.90 72.61 Receiver NAME =C-43 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X y --- z — 1925645.12 551600U.04 70.86 Receiver NAME =C-27 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista VVash'N Go NUMBERFLOORS ---X-- —Y-- —Z 1925622.00 551614.81 70.74 Receiver NAME =C-33 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X-- —Y-- —Z 1925630.67 551612.27 70.79 Receiver NAME =C-23 RELHE I GHT 1 FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X— --Y_ _Z_ 1925616.22 551616.51 72.69 Receiver NAME, =C-09 RELHEIGHT1FLOOR =2.40 FLOORHE,TGHT =2.80 NUMBERFLOORS = 1 —X— --Y-- —Z- 1925596.00 551622.44 73.65 Receiver NAME =D-10 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— —Y-- —Z- 1925646.91 551652.99 71.66 Receiver NAME =D-11 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2,.80 Neil Capin Jr. Chuia Vista Wash 'N Go NUMBERFLOORS --X-- —Y— —Z- 19,25648.36 551652.56 71.57 Receiver NAME =D-12 RELHEIGHT1FLOOP, =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X_ —Y— —Z 1925649.80 551652.12 71.49 Receiver NAME =D-13 RELHEIGHTlFLOOR -2.40 FLOORHEIGHT =2.80 NUMBERFLOORS 1925651.25 551651.68 71.40 Receiver NAME RELHEIGHTlFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X_ —Y— —Z 1925652.70 551651.25 71-32 Receiver NAME =D-15 RELHEIGHTlFLOOR =2.40 FLOORHEIGHT =2.,80 NUMBERFLOORS —X— Y— —Z 1925654.14 551650.81 71.24 Receiver NAME =D-16 RELHETGHTIFLOOR =2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista Wash °N Go NUMBERFLOORS —X— --Y— —Z 1925655.59 551650.38 71.15 Receiver NAME =D-17 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— --Y— —Z 19256,57.03 551649.94 71.07 Receiver NAME =D-18 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT' =2.80 NUMBERFLOORS = 1 --X-- —Y-- —7- 1925658AS 551649.50 70.98 Receiver NAME =D-19 RELHEIGHTiFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X-- --Y— —Z- 1925659.92 551649.07 70.90 Receiver NAME =D-20 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS --X— —Y-- —Z — 192S661.37 551649.63 70.81 Receiver NAME =D-21 RELEEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 Neil Capin Jr. Chula Vista W2sh'N Go NUMBERFLOORS --X— —Y-- —Z- 1925662.81 551648.19 70.73 Receiver NAME =D-22 RELHETGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X-- ---Y— _Z_ 19256,63.84 551648.23 70.67 Receiver NAME =D-23 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —K— —Y-- _Z_ 1925664.86 551648.26 70.62 Receiver NAME =D-24 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I --X_ —Y— —Z 1925665.49 551649.02 70.60 Receiver NAME =D-25 RELHEIGHTIFLOOR --2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 —X— — Y— z 1925666.12 551649.78 70.58 Receiver NAME =D-26 RELHEIGHT1FLOOR --2.40 FLOORHEIGHT =2.80 NA 158) Neil Capin Jr. Chula Vista Wash 'N Go NUMBERFLOORS --X— --Y— —z- 1925666.48 551651.01 '70.58 Receiver NAME =D-27 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— --Y-- —Z- 1925666.85 551652.25 70.58 Receiver NAME =D-28 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X— —Y--- —Z 1925667.21 551653.48 70.58 Receiver NAME RELHEIGHT1FLOOR FLOORHEIGHT NUMBERFLOORS 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551654.74 72.00 Receiver NAME -D-07 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS —X— —Y— —Z 1925642.58 551654.30 71.91 Receiver NAME =D-08 RELHEIGHT1FLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X— —y— —Z 1925644.02 551653.87 71.83 Receiver NAME =D-09 RELHEIGHTIFLOOR =2.40 FLOORHETGHT =2.80 NUMBERFLOORS = 1 ---X--- y — — z — 1925645A7 551653.43 71.74 Receiver NAME =B-46 RELHEIGBTIFLOOR =2.40 FLOORHEIGHT =2.80 Pkv�iE 1611 Neil Capin Jr. Chula Vista Wash'N Go NUMBERFLOORS —X- 1925646.63 551596.93 67.69 Receiver NAME =A-03 RELHEIGHTIFLOOR =2.40 FLOORHEIGHT =2.80 NUMBERFLOORS = I —X— —Y— —Z 1925645-89 551594.23 66.81 Receiver NAME =C-46 RELHEIGHTIFLOOR =2A0 FLOORHEIGHT =2.80 NUMBERFLOORS = 1 --X-- _y_ z 1925649.07 551606.88 70.88 Point source NAME =Blower -1 —X-- —Y— —Z 1925636.12 551591.32 67.67 Point source NAME =Blower -2 —X— Y— —Z 1925634.99 551591.65 67.67 Point source NAME =Blower -3 _x _ —Y— —Z - 1925633.84 551591,99 67.67 Point source NAME, =Blower -4 �E E Neil Capin Jr. 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