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City of Pleasanton–Spotorno Ranch Reduced Development Project <br />Initial Study/Consistency Checklist Environmental Checklist <br /> <br /> <br />FirstCarbon Solutions 135 <br />https://adecinnovations.sharepoint.com/sites/PublicationsSite/Shared Documents/Publications/Client (PN-JN)/2148/21480021/Consistency Checklist/21480021 Spotorno Ranch Consistency Checklist ScreenCheck.docx <br />proposed. The intersection turning volumes were converted to average daily trips utilizing each <br />study scenario of the traffic study, both without and with the project. Average daily trips for the 22 <br />single-family houses with ADU’s were estimated by Fehr and Peers as described in Section 4.17, <br />Transportation, below. The number of daily trips generated by the proposed project would be about <br />10 more per day compared to the previously analyzed project, but peak-hour trips would be fewer. <br />This marginal number of daily trips is not expected to change the overall noise level previously <br />calculated. The resultant noise levels were weighed and summed over a 24-hour period to <br />determine the Ldn values. The traffic noise modeling input and output files—including the 60 dBA, 65 <br />dBA, and 70 dBA Ldn noise contour distances—are included in Appendix G. Table 3 shows a summary <br />of the traffic noise levels for existing, near-term, and cumulative conditions, with and without the <br />project as measured at 50 feet from the centerline of the outermost travel lane. <br />Table 3: Existing, Near Term, and Cumulative Modeled Roadway Noise Levels <br />Roadway Segment <br />Ldn (dBA) 50 feet from Centerline of Outermost Lane <br />Existing <br />Plus <br />Project <br />Increase <br />over <br />Existing <br />No <br />Project <br />(dBA) <br />Near <br />Term <br />Near Term <br />Plus <br />Project <br />Increase <br />over <br />Near <br />Term No <br />Project <br />(dBA) Cumulative <br />Cumulative <br />Plus <br />Project <br />Increase <br />over <br />Cumulative <br />no Project <br />(dBA) <br />Sunol Boulevard— <br />I-680 off-ramp to <br />Riddell Street <br />66.3 0.1 67.6 67.6 0.0 68.2 68.3 0.1 <br />Sunol Boulevard— <br />Riddell Street to <br />Arlington Drive <br />66.3 0.0 67.6 67.6 0.0 68.3 68.3 0.0 <br />Sunol Boulevard— <br />Arlington Drive to <br />Sycamore Road <br />66.2 0.0 67.2 67.2 0.0 68.0 68.0 0.0 <br />Sycamore Road— <br />Sunol Boulevard to <br />Sycamore Creek Way <br />54.8 0.5 55.6 56.0 0.4 56.1 56.4 0.3 <br />Sycamore Road— <br />Sycamore Creek Way <br />to Amber Lane <br />51.5 0.8 51.8 52.4 0.6 53.1 53.5 0.4 <br />Happy Valley Road— <br />West of Alisal Street <br />48.0 1.6 49.4 50.0 0.6 50.3 51.1 0.8 <br />Alisal Street—Happy <br />Valley Road to Faith <br />Chapel Assembly of <br />God <br />43.1 1.2 45.0 45.1 0.1 45.9 46.3 0.4 <br />Notes: <br />dBA = A-weighted decibel <br />Ldn = day/night average sound level <br />Source: FCS 2018.