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Agenda - 06-01-1999 - 9b
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Agenda - 06-01-1999 - 9b
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Last modified
4/22/2013 9:01:15 AM
Creation date
3/25/2009 3:54:48 PM
Metadata
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BOCC
Date
6/1/1999
Meeting Type
Regular Meeting
Document Type
Agenda
Agenda Item
9b
Document Relationships
Minutes - 19990601
(Linked From)
Path:
\Board of County Commissioners\Minutes - Approved\1990's\1999
RES-1999-037 Resolution to Deny Application for CP-1-99 Apex Northwest Partnership
(Linked From)
Path:
\Board of County Commissioners\Resolutions\1990-1999\1999
RES-1999-038 Resolution to Approve CP-1-99 Apex Northwest Partnership - See S RES-1999-037.
(Linked From)
Path:
\Board of County Commissioners\Resolutions\1990-1999\1999
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CRITERIA <br />TEN YEAR TRANSITION <br />FLORA AND FAUNA <br />COMPLIES: There are no identified sites of unique or endangered species in this area. The closest <br />Located away from sites thar <br />sites in the Inventory of Natural Areas and Wildlife Habitats are the Eno River Duke Forest Mesic <br />would, if developed, create a,' <br />Slopes (EO4) and the Poplar Ridge Slopes and Bottom (E08), located over 3 and 4 miles away, <br />threat to unique or endangered <br />respectively. Bottomland hardwood forest is identified within the site, along the 100 -year floodplain <br />species as identified by the State <br />of Stroud's Creek. <br />or Federal Government. <br />SOIL CONDITIONS <br />COMPLIES: The southern portion of the property (south of Stroud's Creek) is predominately <br />Located in areas where general <br />Georgeville silt loan (GeB and GeC) soils. which are generally conducive to development and have <br />soil conditions are suitable for <br />slight to moderate constraints for construction. North of Stroud's Creek, the site is contains mostly <br />urban uses because of good > <br />Herndon silt loam (HrB and HrC) soils, which also have slight to moderate developmental <br />drainage characteristics and load <br />constraints. There are significant areas of GeC and HrC class soils present that have slopes on the <br />bearing capacity for site <br />order of 6-10% associated with them. However, this should not pose undue problems for site <br />development. <br />development. A very small portion of the site along the creek contains Tatum (TaD) silt loams and <br />Chewacla (Ch) loam , which have slopes of 8 -15 %. However, the presence of these soils should not <br />pose unworkable development constraints. <br />PUBLIC SERVICES/ <br />COMPLIES: Public water and sewer would be provided by the Town of Hillsborough. The site is <br />UTILITIES <br />within the area designated as Hillsborough Primary Service Area in the proposed Public <br />Located in areas which are or <br />Water /Sewer Service Boundaries agreement. Water could provided by extending a main from the <br />could be reasonably and <br />new water tower near Frank Perry Road. An existing water line currently serves the Mars Hill <br />efficiently served by cenftjhzed <br />Baptist Church. Sewerage could be provided by constructing a new pump station and force main to <br />ic services and utilities. <br />connect to an existing outfall on Orange High School Road. <br />TRANSPORTATION <br />QUESTIONABLE: The site is located in close proximity to Interstate 85 and US 70 Bypass. <br />SYSTEM <br />Furthermore, it is situated directly between two major thoroughfares, NC 86 and NC 57. Despite <br />Located in areas that have very <br />these locational advantages, direct access to the property is limited. There are two sections of <br />good road access, as well as <br />frontage along NC 86; however the frontage at the northern end of Parcel 5.B. IA is constrained by <br />service by rail lines. These areas ' <br />Stroud's Creek. There are two sections of frontage along NC 57. For the southernmost section, <br />should have the most complete <br />therre is a discrepancy between the deed description of the frontage and measurement of the frontage <br />transportation network in the <br />from the tax map (revised 9/15/97) which were submitted with the application. According to the <br />County's planning jurisdiction: <br />deed description, the frontage is adequate in width at approximately 170', but as scaled from the tax <br />map, the frontage measures only 60' in width. The northernmost section appears to be no more than <br />77' wide. There is no direct access to rail service, however, this should not be a constraint for <br />development of most small-scale commercial and industrial uses. <br />ENERGY USE <br />COMPLIES: A number of small -scale uses are located at the US 70 Bypass/NC 86 intersection, <br />Located within less than a fives- <br />which is less than 5 minutes away. <br />minute commuting time from. <br />small-scale commercial uses and <br />a 5 -10 minute commuting tip <br />from major commercial uses or <br />an urban area. <br />EXISTING LAND USE <br />DOES NOT COMPLY: The property is located in an area which remains largely undeveloped or <br />Located in areas which are in <br />in low- density residential use. There has been very little transitional activity at or near this property. <br />transition from rural or low - <br />An adjoining, existing Ten Year Transition Area located south of Coleman Loop Road and west of <br />density uses to urban or higher - <br />NC 86 has been in place for 14 years has seen no development activity during this period. <br />density uses. <br />
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