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Discussion of Results <br />Five scenarios were modeled in this study to encompass different traffic levels, model options, <br />and unpaved road control factors. These scenarios are: <br />Scenario A - Year 2014 traffic level, default model settings, 50% unpaved road dust control <br />Scenario B - Year 2014 traffic level, adjust u* option, 50% unpaved road dust control <br />Scenario C - Peak traffic level, default model settings, 50% unpaved road dust control <br />Scenario D - Peak traffic level, adjust u* option, 50% unpaved road dust control <br />Scenario E - Peak traffic level, adjust u* option, 0% unpaved road dust control <br />Modeled pollutant impacts are analyzed to determine design concentrations for comparison to <br />the respective NAAQS. The design concentration for a specific criteria pollutant and averaging <br />period is based on EPA recommendations presented in Section 7.2.1 of the Guideline on Air <br />Quality Models9. For 24-hour PMIo impacts using a five-year meteorological dataset, the model <br />design concentration is the highest sixth -high (H6H) concentration at each receptor. That is, <br />AERMOD calculates the average 24-hour PMIo concentration at each receptor for every day of <br />the five-year meteorological dataset, and then provides output files listing the sixth -high <br />concentration at each receptor. These H6H concentrations are then compared to the 24-hour <br />PMIo NAAQS of 150 gg/m3. <br />For all modeled scenarios, the H6H concentrations at the five residents/structures located closest <br />to the unpaved section of County Road 120 exceed the 24-hour PMIo NAAQS. The other 19 <br />resident/structure locations analyzed show much lower impacts, as they are either located much <br />further from the road or along the paved section. Figures 3 through 7 present H6H 24-hour PMIo <br />concentration contours for Scenarios A through E, respectively. The figures also present the <br />predicted concentrations at the five residents/structures where the impacts exceed the NAAQS. <br />Figure 8 shows detail of the concentration contours near selected residences for Scenario D. The <br />concentration ranges for each scenario at the five resident/structure locations are detailed below. <br />Scenario A (Figure 3) <br />- H6H impacts range from 246 to 469 gg/m3 <br />Scenario B (Figure 4) <br />- H6H impacts range from 160 to 280 gg/m3 <br />Scenario C (Figure 5) <br />- H6H impacts range from 302 to 571 gg/m3 <br />Scenario D (Figure 6) <br />- H6H impacts range from 195 to 340 gg/m3 <br />Scenario E (Figure 7) - <br />H6H impacts range from 384 to 679 gg/m3 <br />The adjust u* option used in Scenarios B and D reduces predicted impacts 35-40% below the <br />respective default setting scenarios, but impacts still range well above the NAAQS. Again, we <br />would try to gain approval to use the adjust u* option were we performing regulatory modeling <br />for an industrial client. As expected, no concentrations exceed the NAAQS along the paved <br />section of the road, reflecting the much lower emissions associated with the paved surface. With <br />the levels of traffic presented in the Roadrunner TIA, an unpaved road dust control factor of <br />roughly 75-80% would need to be achieved in order to reduce predicted PMIo impacts at all the <br />resident/structure locations below the NAAQS. This modeling analysis did not include any <br />background (i.e., local) traffic counts so the actual control factor needed is likely higher than <br />9 40 CFR Part 51, Appendix W <br />9250 East Costilla Avenue 1 Suite 630 1 Greenwood Village, Colorado 80112 <br />303/790-1332 1 Fax 303/790-7820 <br />www.mevehil-monnett.com <br />