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The Grupe Company Page 2 <br /> January21,1013 <br /> The building sizes associated with development of the remaining undeveloped areas of the project site <br /> under each altemative, as shown in Table 1 were calculated based upon a 0.25 Floor Area Ratio (FAR) <br /> and rounded as necessary for land use type.Based upon this FAR factor, approximately 127,125 sq.ft.of <br /> area is available for new buildings under Alternative 1, approximately 63,598 sq. ft. of area is available <br /> for new buildings under Alternative 2,approximately 113,583 sq.ft. of area is available for new buildings <br /> under Alternative 3, and approximately 116,495 sq. ft. of area is available for new buildings under <br /> Alternative 4. <br /> TRIP GENERATION CALCULATIONS <br /> After determining the land use area and remainder of land assumed undeveloped under each alternative, <br /> trip generation estimates associated with full development of the site was completed Table 2 contains the <br /> daily,AM peak hour and PM peak hour trips for the proposed project and each alternative as contained in <br /> M- <br /> TABLE 2 <br /> TRIP GENERATION <br /> tProposed Project Trips 11.68 ares 4,532, 306 331 <br /> Altemative 1:No Project 0 acres — — — <br /> `Altemative2:Reduced Project 5.84 acres 2,266 153 l91 <br /> 1.25 acres <br /> l Altennative 3:Combination Gas Station (12 Fueling Station) 11950 122 ifil <br /> Alternative 4:Retail with Fest Food Restaurant 0.98 ages 2,276 176 182 <br /> As identified in the next section of this report, trips associated with development of the remaining <br /> undeveloped portions of the site were added to the trips contained Table 2 to yield trip generation <br /> estimates associated with frill development of the site for each alternative.For Alternatives 2,3,and 4,the <br /> remainder of land for each alternative was assumed to be developed under two options.Option 1 assumed <br /> the same land use as proposed under each EIR alternative. Option 2 assumed a"reasonable worse case" <br /> retail trip generation condition consistent with CEQA as allowed under the current CF-S zoning. Under <br /> Alternative 1 no additional development was assumed for Option 1, and development of the entire site <br /> was assumed for Option 2. Analysis was performed to calculate trip generation for each of these options <br /> for each alternative,along with associated impacts. <br /> ALTERNATIVE 1:NO PROJECT <br /> Option 1:No Project <br /> Option 1 assumes no development of the remainder of the land and is limited to those uses that are <br /> "allowed by right under the CF-S zoning", namely a small group care facility with a maximum of six <br /> occupants. <br /> Based upon the significantly lower trip generation compares with the proposed travel stop project, this <br /> alternative would result in a significantly lesser impacts regarding intersection LOS conditions as <br /> compared to the proposed project LOS conditions. <br /> Option 2:Retail use for IL 68 site <br /> Option 2 assumes retail uses for the entire 11.68 acre site and does not assume the small group care <br /> EXHIBIT 2 <br />