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Section 8: Environmental clearances and other permits <br />"A categorical exemption will be obtained for this project upon project award." <br />Section 9: Calculations used to Develop Selection Criteria Inputs: <br />1. Vehicle Miles Traveled (VMT): <br />Segment <br />Current Average <br />Daily Traffic <br />Distance (mi) <br />VMT = ADT *D <br />Chapman Ave to Lampson Ave <br />28,000 <br />0.5 <br />14000 <br />Lam son Ave to Garden Grove Blvd <br />33,000 <br />0.66 <br />21780 <br />Garden Grove Blvd to Trask Ave <br />39,000 <br />0.5 <br />19500 <br />Trask Ave to Westminster Ave <br />53,000 <br />0.5 <br />26500 <br />Westminster Ave to Hazard Ave <br />48,000 <br />0.5 <br />24000 <br />Hazard Ave to 1st St <br />48,000 <br />0.5 <br />24000 <br />1st St to McFadden Ave <br />45,000 <br />0.48 <br />21600 <br />McFadden Ave to Edinger Ave <br />45,000 <br />0.75 <br />33750 <br />Edinger Ave to Heil Ave <br />42,000 <br />0.25 <br />10500 <br />Heil Ave to Warner Ave <br />42,000 <br />0.71 <br />29820 <br />Warner Ave to Se erstrom Ave <br />42,000 <br />0.36 <br />15120 <br />Segerstrom Ave to MacArthur Blvd <br />42,000 <br />0.46 <br />19320 <br />MacArthur Blvd to Sunflower Ave <br />44,000 <br />0.44 <br />19360 <br />Sunflower Ave to South Coast Dr <br />44,000 <br />0.28 <br />12320 <br />South Coast Dr to Gilser Ave <br />59,000 <br />0.32 <br />18880 <br />Gilser Ave to Baker St <br />59,000 <br />0.48 <br />28320 <br />Baker St to Village Wy <br />62,000 <br />0.17 <br />10540 <br />Village Wy to Adams Ave <br />55,000 <br />0.3 <br />16500 <br />Adams Ave to Fair Dr <br />43,000 <br />0.7 <br />30100 <br />Fair Dr to Wilson St <br />40,000 <br />0.5 <br />20000 <br />Wilson St to Victoria St <br />39,000 <br />0.25 <br />9750 <br />Victoria St to Bay St <br />34,000 <br />0.25 <br />8500 <br />Bay St to Newport Blvd <br />27,000 <br />0.55 <br />14850 <br />Total Project VMT <br />449,010 <br />Source of ADT are from OCTA 2012 Traffic Flow map <br />16 <br />