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Kimley»>Horn <br />Table 2 — Existing Site Trip Generation <br />Page 3 <br />Intensity / <br />AM Peak Hour <br />PM Peak Hour <br />Land Use Description <br />Units <br />In <br />Out <br />Total <br />In <br />Out <br />Total <br />Medical -Dental Office Building (LUC 270) <br />3,070 Sq. Ft. <br />8 <br />2 <br />10 <br />4 <br />8 <br />12 <br />Walk-in Bank (LUC 911) <br />2,210 Sq. Ft. <br />26 <br />24 <br />50 <br />29 <br />29 <br />58 <br />Fast Food Restaurant With Drive Through (LUC <br />3,510 Sq. Ft. <br />80 <br />77 <br />157 <br />60 <br />56 <br />116 <br />934) <br />Automated Car Wash (LUC 948) <br />1 Car Wash <br />Tunnel <br />39 <br />39 <br />78 <br />39 <br />39 <br />78 <br />Total Site Generated Trips <br />153 <br />142 <br />295 <br />132 <br />132 <br />264 <br />Note: Saturday peak hour trips and weekday daily trips were not reported in the TIA. <br />Comparing the trip generation results in Tables 1 & 2, it is anticipated that the redevelopment of the <br />site to Crew Car Wash will generate 213 less trips in the AM peak hour and 10 less trips in the PM peak <br />hour than what was estimated in the Grey Fox Road Redevelopment TIA. Daily and Saturday peak <br />hour trips were not reported in the previous TIA. <br />CAR WASH VEHICLE QUEUE <br />As part of the data collection, a camera was set up to observe the queues entering the car wash. Video <br />was observed during peak periods to determine the impacts of the queuing on site. The results of the <br />observations are listed below. <br />• At the Maple Grove location, there are three entrance lanes. One unlimited VIP lane and 2 <br />regular cash/card lanes. It was observed that 77%of customers utilized the unlimited VIP lane. <br />• The unlimited VIP lane had minimal wait time at the entrance gate. <br />• The maximum observed queue was 12 vehicles during the PM peak hour, 5 vehicles in front <br />of the car wash payment and 7 vehicles behind the car wash payment. The 7 vehicles were all <br />in the unlimited VIP lane. Queues dissipated quicky. <br />• The maximum queue in the regular cash/card lanes was up to 4 vehicles in either lane. <br />Based on the site plan, the proposed Crew Carwash in Arden Hills will have 4 payment lanes, with two <br />regular cash/card lanes and two unlimited VIP lanes. With each lane able to accommodate 6 vehicles <br />before impacting the site access or site circulation. Additionally, there is storage for about 9 vehicles <br />total in front of the payment stations. This results in a total stacking capacity of around 33 vehicles on <br />site. Based on the observed queues and the proposed site plan, it is anticipated that all queues during <br />typical operations can be accommodated on site without impacting the site access or adjacent <br />roadways. <br />For the XIC queue lanes, it is anticipated that 10% to 15% of vehicles that get a carwash will also utilize <br />XIC. This results in 11 to 17 vehicles in the Saturday peak hour utilizing the service. It takes <br />approximately 10 minutes to perform the service, with cars entering the building and a conveyor <br />slowly moving them from one end to the other. The service is able to clean up to 24 cars per hour, <br />