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4.2 TRAFFIC AND CIRCULATION TABLE 4.2-3 EXISTING + PROJECT INTERSECTION OPERATING CONDITIONS Existing Existing + Project Intersection AM Peak PM Peak AM Peak PM Peak LOS Delay LOS Delay LOS Delay LOS Delay 1. Lower Sacramento/Forest Lake A NA A NA A NA A NA 2. Peltier/Ray A NA A NA A NA A NA 3. Peltier/Davis A NA A NA A NA A NA 4. Lower Sacramento/Peltier A 4.2" A 4.5" A 4.3" A 4.5" 5. Davis/Turner A 2.6" A 2.1" A 2.6" A 2.2" 6. Davis/State Route 12 E* NA E* NA E* NA E* NA NOTES: Delays are listed in seconds. N.A. = Not Applicable; minor street stop controlled intersection does not yield delay. * Listed LOS refers to minor street movement; overall intersection operates at LOS C or better. Source: Omni-Means, Ltd. Weekend Trip Generation The golf course and its related facilities would normally be intended for use by the project's residents. Occasionally, however, the golfing facilities would host local tournaments and be open to the public. According to the project applicant, tournaments could be held on average one weekend day per month with approximately 100 people. Based upon 100 people and assuming one person per vehicle with two trips per person,the tournaments would generate approximately 200 daily trips. It is likely that 100 trips would be generated in each of the hours preceding and after a tournament. In general, weekend traffic volumes on the primary roads surrounding the project are lower than weekdays during the peak hours. The 100 tournament trips during each of the two hours are higher than the weekday trip totals for the project, but the lower intersection volumes compensate for the added tournament trips. Therefore, the weekend tournament trips would not have a significant impact on the studied intersections. If, however, the focus of the tournaments changes to significantly larger events 4.2-13