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50 <br /> Tyler Sliger •`', <br /> Ref: 39369.04 V 4 <br /> February 3, 2023 <br /> Memorandum <br /> Page 3 <br /> Conclusions <br /> As shown in Table 2, with the addition of site trips, the calculated Volume-to-Capacity (V/Q ratio remains low on all of <br /> the surrounding public street network indicating that the development has a very minor impact and that there is <br /> plenty of roadway capacity to accommodate the projected trips. <br /> As reported in Table 3, with the addition of site trips,the stop-controlled site driveway at Dairyland Road is expected <br /> to operate at LOS A during the AM and PM hours with a single ingress and egress lane on the site's driveway and <br /> single lane approaches along Dairyland Road. <br /> As indicated in the Trip Generation and ADT analysis, the proposed development is projected to have a minimal <br /> impact on the traffic operations along the roadways within the study area. Therefore, no offside roadway <br /> improvements are recommended, and no turn lanes are warranted as a result of the site traffic that this development <br /> will generate. <br /> ���y�rrrrrr, <br /> SEAL <br /> -Docubigned - <br /> 80 <br /> so <br />