Orange County NC Website
Background Information: <br /> The Subject Property of this proposal lies in the southeastern <br /> quadrant of the intersection of I-40 and Old Chapel Hill - <br /> Hillsborough Road. The parcel is the merger of the northern portion <br /> of tax map Lot 7.2. .29K with tax map lot 4.49.B.13B <br /> Lot 4.49.B.13B has been held as undeveloped rural property by ,the <br /> present owners since 1961. It was originally a portion of a 67.6 acre <br /> tract which was divided by the 1982 dedication of the interstate <br /> right-of-way. <br /> The merger of the remaining lands with the undeveloped 7.3 acre tract <br /> acquired in 1987 created a parcel of 33 acres. <br /> Proposal: <br /> The owners propose that the current land use for this parcel be <br /> changed from agricultural use to ,a 10 OR 20 YEAR COMMERCIAL TRANSITION <br /> ACTIVITY NODE. <br /> The Orange County Land Use Plan is scheduled for a 10 year evaluation <br /> in 1991. The target advisory committee has recommended the <br /> re-assessment of land use policy along the 1--40 corridor. <br /> The owners believe that 1991 is an appropriate time to begin the <br /> long-term planning for this area. <br /> The joint planning agreement between the Economic Development <br /> Commission and the County Planning Board offers an opportunity for <br /> well planned growth in central Orange County. This proposal is <br /> consistent with that goal. <br /> Compliance with Comprehensive Plan: <br /> 1) Water Supply: an existing 16" .OWASA pipeline runs along the <br /> property boundary at Old Chapel Hill-Hillsborough Road,. A pump <br /> station near Calvander allows for water transfer. <br /> 2) Water Quality: The proposal area is outside any existing water <br /> protection areas and has no significant drainage areas or <br /> waterways crossing the parcel. The proposed Seven-Mile Creek <br /> Reservoir would not be affected by any development on this <br /> property <br /> 3) Topography and Soil Type: The site is rolling wooded land with <br /> slopes varying from 2% to 7%. The soil is predominantly TaD type, <br /> well drained with moderate permeability and potential for <br /> development. HrC and HrB types with similar permeability occur on <br /> the northern portion of the tract, and GeC soils predominate in <br /> the southwestern corner. All of these soil types are appropriate <br /> for building or development. The soil report included with this <br /> proposal more specifically addresses the potential for septic <br /> tank absorption fields on this property. . <br />