HomeMy WebLinkAboutSUB199300105 Study 1993-10-01 PLANNERS NOTES
REDFIELDS PHASE 2A
History:
(ZMA-89-18) - Redfields Development - On January 17, 1990, the
Board of Supervisors approved a request to rezone 276 acres from
R-1 to PRD, Planned Residential Development with a maximum of 656
lots.
(SUB-90-180) - Redfields Preliminary Plat - On November 13 ,
1990, the Planning Commission approved a proposal to create 34
single family detached lots. On April 29, 1991, the Planning
Department administratively signed a plat creating 35 lots on
Phase 1-A.
(SUB-91-07) - Redfields Development Corporation - On November
20, 1991, the Board of Supervisors approved a request to rezone
1. 1 acres from RA to PRD, 7 . 75 acres from PRD to RA, Rural Areas
and R-1, Residential, 0. 76 acres from R-1 to PRD, Planned
Residential Development. This proposal was shown during that
review.
(SUB-93-153) - Redfields Phase 1-B Final Plat - On May 19 , 1992 ,
the Planning Department administratively approved a proposal to
create 42 lots.
Comprehensive Plan Recommendations: Low density (1-4 units/acre)
in Neighborhood 5.
School Impact
Cale Elementary School 6 Students
Walton Middle School 3 Students
Albemarle High School 5 Students
Total 14
Environmental Conditions:
Soils in this area consist of Albemarle fine sandy loam,
Albemarle very stony fine sandy loam, Ashe loam, Catocin very
stony silt loam, Chester loam, Culpeper fine sandy loam, Fauquier
silt loam, Fluvanna silt loam, Hayesville loam, Hazel loam,
Louisburg sandy loam and Meadowville loam.
This site has been partially cleared of vegetation in previous
years. There is an intermittent tributary to Moores Creek along
the eastern edge of the parcel. Moores Creek roughly follows the
railroad tracks at the Northern tip of the parcel. The Water
Resource Protection Area Ordinance applies only to the main stem
of Moores Creek along the parcels northern edge.
Utilities; Fire Protection
This property is located within the Service Authority
Jurisdictional Area for water and sewer. Required fireflow is
1, 000 gallons per minute at 20 psi. There is a twelve inch water
line on-site. There is a eight inch sewerline located on-site
fireflow at the existing hydrant is gallons per minute
at 20 psi and is located . Stormwater
Detention/Runoff Control .
Department of Engineering approval required and existing pond may
require upgrade to serve this proposal .