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The signal at Snelling Avenue and County Road C creates major gaps in the traffic flow on southbound Snelling Avenue during every signal cycle so that left -turns from northbound Snelling Avenue into the frontage road and right -turns from the frontage road to southbound Snelling Avenue are able to easily clear the intersection at least once during every cycle of the signal at County Road C. The left -turn from the frontage road to north- bound Snelling Avenue is the most difficult movement to make. However the median on Snelling Avenue between the northbound and southbound lanes is wide enough to allow a vehicle to wait in the median to find an adequate gap in the northbound traffic. The only times when gaps are difficult to find in the northbound Snelling Avenue traffic are during the peak hours when volumes on Snelling Avenue are the greatest. The proposed restaurant would generate approximately 30 vehicle trips on the peak weekday during the PM peak hour. Of these 30 vehicle trips approximately 20 will be Inbound and 10 will be outbound. Of the 10 out- bound trips 7 will make a right turn to southbound Snelling Avenue and 3 will make a left turn to northbound Snelling Avenue. In comparison a 24,000 square foot office building would generate approximately 70 vehicle trips on average weekday in the PM peak hour. Approximately 10 would be Inbound and 60 would be outbound. This woulG result in about 18 additional left turn movements during the PM peak hour. BRW observed the intersection and did a time -delay study during the PM peak hour on Thursday, April 19th. The maximum observed queue on the frontage road during this period was 4 vehicles and the average delay per vehicle was 12 seconds. The maximum queue on the) northbound left -turn lane was 5 vehicles and the average delay per vehicle was 10 seconds. The amount of delay for any one vehicle depended on when they arrived at the intersection relative to the signal cycle at County Road C. Every signal cycle at County Road C created about 20 seconds of usable gaps in southbound Snelling Avenue for traffic turning into or from the frontage road. This translates into an available capacity on the frontage road approach to Snelling Avenue of about 8 vehicles per cycle. A complete signal cycle at County Road C takes 2 minutes so theme are 30 cycles per hour. Therefore the hourly outbound capacity is approximately 240 vehicles per hour. The current PM peak hour outbound volume is about 100 vehicles and hour. The proposed restaurant would add about 10 vehicles in the PM peak hour. The average vehicle delay encountered. on the frontage road in the PM peak hour is approximately the same average vehicle delay which would be encoun- tered at a signalized intersection operating at level of Service A (the best on a scale from A thru F). Modified Site Plan One of the major problems with the intersection of the frontage road and Snelling Avenue is that there is not adequate distance to allow vehicles to approach Snelling Avenue at a 90 degree angle. Right turns from the fron- tage road must make a 180 degree turn to go south on Snelling Avenue while the right -turns from southbound Snelling Avenue can slip to the frontage road without really slowing down. Because of the angle which vehicles 12