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May 22, 2017 Page 5 consultant that ITE Code 254 – Assisted Living be used for the site. As a result, it is projected that during the a.m. peak hour, 23 trips will be entering the site while 12 trips will be leaving the site. Conversely, during the p.m. peak hour, 24 trips will be entering the site while 31 trips will be leaving the site. For this analysis, it was assumed that 100% of the trips generated by the site will come to and from the north; specifically, the intersection of Highway 96 and Snelling. Further, it was projected that the development traffic will be distributed at the same turning ratios of the Snelling Avenue traffic at Highway 96. Figure 3 illustrates the background traffic with the added Lyngblomsten peak hour traffic. In addition, Table 3 lists the operational performance and queuing for the intersections in the Build condition. Table 3 – Build Operational Performance and Queuing (Source: Westwood Professional Services, 2017) Intersection Delay and LOS Level of Service Approach Delay (sec) 95th %ile Queue (ft) Intersection Delay and LOS Level of Service Approach Delay (sec) 95th %ile Queue (ft) EB Left - - EB Thru A 1.3 A 2.1 EB Right A 1.1 18 A 2.0 WB Left A 7.9 18 D 25.2 53 WB Thru E 39.0 13 A 3.8 11 WB Right - - NB Left F 841.3 889 F 1851.5 1073 NB Thru - - NB Right F 968.1 889 F 1868.7 1073 SB Left - - SB Thru - - SB Right - - EB Left - - EB Thru A 0.5 A 1.3 EB Right -0.0 - WB Left D 32.4 15 E 39.6 12 WB Thru A 1.4 A 1.4 WB Right - - NB Left -11 -15 NB Thru - - NB Right A 3.1 11 C 15.4 15 SB Left - - SB Thru - - SB Right - - EB Left A 4.5 33 -46 EB Thru -A 4.2 EB Right -33 -46 WB Left - - WB Thru - - WB Right - - NB Left - - NB Thru A 0.1 A 0.1 NB Right - - SB Left - - SB Thru A 0.4 A 0.4 SB Right A 0.5 A 0.4 Poroposed Access and Snelling N Delay = 0.6 LOS = A Delay = 31.3 LOS = D Highway 96 and Church Access N Delay = 1.0 LOS = A Intersection Lane Assignment Intersection Traffic Control Highway 96 and Snelling N Delay = 25.0 LOS = C 2023 BUILD AM Peak Hour PM Peak Hour Delay = 1.4 LOS = A Delay = 1.0 LOS = A