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AM PM <br /> Direction <br /> Existing 5 Year 10 Year 20 Year Existing 5 Year 10 Year 20 Year <br /> Southbound A A A A A A B B <br /> Through <br /> Southbound Right A A A A A A B B <br /> Overall A A A B A A B B <br /> (Approach) LOS <br /> Approach Delay 9.5 9.8 9.9 10.1 9.2 9.2 10.2 10.4 <br /> This methodology provides a very conservative approach since it assumes more traffic at this <br /> intersection than will actually occur. There are four streets east and four streets west of this <br /> intersection. These streets contribute to the traffic at QKH and Hualalai Road. <br /> IV. CONCLUSION <br /> This supplemental traffic study concludes that the level of service at the intersection of <br /> Puapua'anui Street and Paulehia Street will be "A" or "B" during the AM and PM peak <br /> hours and are thus "acceptable levels of service ", in compliance with the Concurrency <br /> Requirements for development of the Project, and in compliance with the traffic impact <br /> analysis reports of Hawaii County Code Section 25 -2 -46. <br /> Page 3 of 3 <br />