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Trott Brook Crossing EAW Traffic Study Review January 6, 2022 <br />Table 4. Trip Generation Estimate <br />Land Use Type (ITE Code) <br />Size <br />A.M. Peak <br />Hour Trips <br />P.M. Peak <br />Hour Trips <br />In <br />Out <br />In <br />Out <br />Daily <br />Trips <br />North Brook Meadows <br />Single -Family Detached Housing (210) <br />77 DU <br />14 <br />43 <br />48 <br />28 <br />727 <br />Trott Brook Crossing <br />Single -Family Detached Housing (210) <br />270 DU <br />50 <br />150 <br />168 <br />99 <br />2,549 <br />Total Trips <br />64 <br />193 <br />216 <br />127 <br />3,276 <br />(1) General Table Nomenclature: DU: Dwelling Units <br />Results of the trip generation estimate indicates that the adjacent North Brook Meadow development <br />is expected to generate approximately 57 a.m. peak hour, 76 p.m. peak hour, and 727 daily vehicles <br />trips. The proposed Trott Brook Crossing development is expected to generate approximately 200 <br />a.m. peak hour, 267 p.m. peak hour, and 2,549 daily vehicles trips. <br />The trips generated were distributed to the study area based on the directional distribution shown in <br />Figure 4, which was developed based on existing travel patterns and engineering judgement. The <br />resultant year 2026 and 2040 no build traffic forecasts, which include general area background growth <br />and adjacent development trips, are shown in Figures 5 and 6, respectively. The resultant year 2026 <br />and 2040 build traffic forecasts, which include general area background growth, adjacent development <br />trips, and traffic generated by the proposed development, are show in Figures 7 and 8, respectively. <br />Page 8 <br />