Orange County NC Website
Browse       Search
Page 2 <br /> 051 <br /> The tract is located in the Orange Rural Fire District. district <br /> is served by the fire department located in the Town of Hillsborough <br /> on Churton Street. <br /> Law enforcement in this area is provided by the Orange County Sherif_ ; <br /> Department. It is patrolled on a 24 hour basis. <br /> Development of this subdivision would have minimal impact on the area. <br /> The Planning Department recommends approval contingent upon developer <br /> showing 15' drainage easement on each side of the branch at the rear <br /> of the lots. <br /> Coutu indicated that DOT was not presently maintaining the road, <br /> but that no written response from the Town on that matter had been <br /> received. He noted the road was shown in the plat as a preexisting <br /> public road and that Mr. Bennett was concerned about upgrading the <br /> entire length of road. <br /> MOTION: . Shanklin moved approval with the condition <br /> Pearson seconded the motion. proposed by st,,aff. <br /> VOTE: Unanimous <br /> AGENDA ITEM #5b: Hackney Heirs Subdivision (Preliminary <br /> 0 <br /> Plat) <br /> Presentation by Coutu. <br /> The property in question is located in Chapel Hill township on <br /> SR 1942,Jones Ferry Road. It is referenced as Lot 21 of Tax Map 116. <br /> The tract is designated as Rural Buffer in the Land Use Plan and <br /> zoned Agricultural-Residential. There are 22 lots proposed out of <br /> a 75.6 acre tract. The maximum lot size proposed is 5.7 acres, while <br /> the minimum. lot size is 2.0 acres. <br /> The property is in University Lake Watersed. The tract is in the <br /> Orange Grove Rural Fire District. This district is served by the <br /> Orange Grove Fire Department. Law enforcement will be provided <br /> by the..Orange County Sheriff's s Depa_rtmn nt and will be patrolled <br /> on a 24 hour basis. <br /> Applying the maxamin I'rper'vious surface ratio of 6% to each lot <br /> gives the attached figures for each lot. <br /> The engineer proposes construct' <br /> of the proposed Lake Court ,�d� a detention storage area upstream <br /> to pass AQ10=48.32 cfs. while sto.�'°�with arisen/r'estricted outlet <br /> approximately 6933 of and the <br /> capacity to pass the full Q25 through the top of the riser/culvert <br /> system. Final design will be in conjunction with the roadway/culvert <br /> design. The engineer concludes that complete sto_r water routing <br /> will be performed for the lo year and 25 year storms, and checked <br /> for Q100, at the time of final engineering design. <br /> 3 <br /> • <br />