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Mr. Rob Carnachan Page 13 March 6, 2025 <br />Table 12 – Maximum Queues <br />Study Intersection <br />Approach or Lane <br />Available Maximum Queues <br />Storage1 AM Peak Hour PM Peak Hour <br /> E E+P F F+P E E+P F F+P <br />1. E Harney Ln/SR-88 <br />Eastbound 5,220 78 88 147 170 125 129 167 156 <br />Westbound 3,230 113 129 169 223 92 98 102 110 <br />Northbound Left-Turn Lane 125 30 32 37 45 30 33 41 41 <br />Northbound 1,860 89 98 121 152 118 108 174 180 <br />Southbound Left-Turn Lane 140 50 44 48 48 48 49 64 59 <br />Southbound 5,430 131 131 237 238 119 116 139 134 <br />2. E Harney Ln/Jack Tone Rd <br />Eastbound 1,240 60 70 64 76 48 47 54 55 <br />Westbound 1,550 68 84 81 88 50 53 55 56 <br />Northbound 3,780 47 47 96 104 48 48 67 66 <br />Southbound 5,380 49 50 73 81 52 50 61 60 <br />3. E Harney Ln/Site Access <br />Westbound 660 2 NA NA 3 NA NA NA NA <br />Northbound 1,890 56 68 54 68 35 39 35 40 <br />4. E Harney Ln/Clements Rd <br />Eastbound 5,230 49 50 50 56 43 43 53 54 <br />Westbound 5,100 21 18 21 21 11 11 9 9 <br />Northbound 10,560 21 18 32 30 14 13 19 18 <br />Southbound 5,280 NA 3 4 5 NA NA NA NA <br />Note: Maximum Queue based on the average of the maximum value from ten SIMTRAFFIC runs; all distances are measured <br />in feet; E = Existing Conditions; E+P = Existing plus Project Conditions; F = Future Conditions; F+P = Future plus <br />Project Conditions; NA = queue length not calculated due to low incidence of queues forming <br />1 Storage capacity is measured as the distance to the next upstream intersection for intersection approaches, turn <br />pocket length for turn lanes, and on-site throat length for the Site Access approach to East Harney Lane <br />As shown, without or with project traffic under either existing or future volumes, the queues on each intersection <br />approach would be within 200 feet, well within the distance to the next upstream intersection. Likewise, the <br />maximum queue distances for the two left-turn pockets at East Harney Lane/SR-88 would be shorter than the <br />available storage for each lane under all scenarios assessed. <br />Finding – The addition of traffic associated with the project would result in a less-than-significant impact to safety <br />in the form of queuing, as stacking distance on intersection approaches would not extend to upstream <br />intersections and would be contained within existing turn pockets.