Cabarrus County is located northeast and adjacent to Mecklenburg County / City of Charlotte. The county, especially on the western edge bordering Charlotte, has been experiencing major population growth and development. This data will not only aid in more efficient development strategies, but will also enhance the understanding of surrounding landscapes.
Cabarrus County, being directly influenced by this urban growth, is inevitably transforming its character from a rural to urban landscape. Before the county experiences greater and overburdened urban problems such as traffic congestion, increased efforts to provide community services and facilities, and the destruction of natural resources, planning strategies must be critical now more than ever to maintain a quality of life balance. Land that is environmentally sensitive must be protected and preserved, for example, for greenways and/or park, and natural uses. Land that is highly developable for industrial and/or business/commercial uses must be promoted for exactly that purpose. Residential uses, which are more capricious, seem to be the transition or "the middle ground" between intensive industrial uses and passive rural uses. Is there enough vacant land to sustain the many zoning uses throughout the county?
Parcels were coded accordingly:
The slight, moderate, and severe limitations are based on soil properties, site features, and performance of the soils. Several soil factors can affect building structures and their foundations such as: high water table, shrink-swell, flooding, erosion, and slope. The following soil factors are defined by the Cabarrus County Soil Survey 1988:
AaB | Altavista sandy loam, 2 to 6 percent slopes (Hydric B), severe flooding, wetness (0) |
ApB | Appling sandy loam, 2 to 8 percent slopes, slight-moderate slope (1) |
Ar | Armenia loam (Hydric A), severe flooding, wetness, shrink-swell (0) |
BaB | Badin channery silt loam, 2 to 8 percent slopes, moderate shrink-swell & slope (1) |
BaD | Badin channery silt loam, 8 to 15 percent slopes, moderate s-s / moderate-severe slope (0) |
BaF | Badin channery silt loam, 15 to 45 percent slopes, severe slope (0) |
CcB2 | Cecil sandy clay loam, 2 to 8 percent slopes, eroded, slight-moderate slope (1) |
CcD2 | Cecil sandy clay loam, 8 to 15 percent slopes, eroded, moderate-severe slope (0) |
CeB | Cecil-Urban land complex, 2 to 10 percent slopes, slight-moderate slope (1) |
Ch | Chewacla sandy loam, frequently flooded (Hydric B), severe flooding,wetness (0) |
CoB | Coronaca clay loam, 2 to 8 percent slopes, slight-moderate slope (1) |
CoD | Coronaca clay loam, 8 to 15 percent slopes, moderate-severe slope (0) |
CuB2 | Cullen clay loam, 2 to 8 percent slopes, eroded, moderate shrink-swell & slope (1) |
CuD2 | Cullen clay loam, 8 to 15 percent slopes, eroded, moderate s-s / moderate-severe slope (0) |
EnB | Enon sandy loam, 2 to 8 percent slopes, severe shrink-swell (0) |
EnD | Enon sandy loam, 8 to 15 percent slopes, severe shrink-swell & slope (0) |
EoB | Enon-Urban land complex, 2 to 10 percent slopes, severe shrink-swell (0) |
GeB2 | Georgeville silty clay loam, 2 to 8 percent slopes, eroded, slight-moderate slope (1) |
GoC | Goldston very channery silt loam, 4 to 15 percent slopes, moderate-severe slope (0) |
GoF | Goldston very channery silt loam, 15 to 45 percent slopes, severe slope (0) |
HeB | Herndon silt loam, 2 to 8 percent slopes, slight-moderate slope (1) |
HwB | Hiawassee clay loam, 2 to 8 percent slope, slight-moderate slope (1) |
HwD | Hiawassee clay loam, 8 to 15 percent slopes, moderate-severe slope (0) |
IdA | Iredell loam, 0 to 2 percent slopes (Hydric B), severe shrink-swell,wetness (0) |
IdB | Iredell loam, 2 to 6 percent slopes, severe shrink-swell,wetness (0) |
KkB | Kirksey silt loam, 1 to 6 percent slopes, moderate-severe wetness (0) |
MeB | Mecklenburg loam, 2 to 8 percent slopes, moderate shrink-swell & slope (1) |
MeD | Mecklenburg loam, 8 to 15 percent slopes, moderate s-s / moderate-severe slope (0) |
MkB | Mecklenburg-Urban land complex, 2 to 10 percent slopes, moderate s-s & slope (1) |
MsA | Misenheimer channery silt loam, 0 to 4 percent slopes, severe wetness (0) |
PaF | Pacolet sandy loam, 15 to 35 percent slopes, severe slope (0) |
PcE3 | Pacolet-Udorthents complex, 12 to 25 percent slopes, gullied severe slope (0) |
PoB | Poindexter loam, 2 to 8 percent slopes, slight-moderate slope (1) |
PoD | Poindexter loam, 8 to 15 percent slopes, moderate-severe slope (0) |
PoF | Poindexter loam, 15 to 45 percent slopes, severe slope (0) |
SfB | Sedgefield sandy loam, 2 to 8 percent slopes (Hydric B), severe shrink-swell,wetness (0) |
TaB | Tatum silt loam, 2 to 8 percent slopes, moderate shrink-swell & slope (1) |
TaD | Tatum silt loam, 8 to 15 percent slopes, moderate s-s / moderate-severe slope (0) |
TbB2 | Tatum silty clay loam, 2 to 8 percent slopes, eroded, moderate shrink-swell & slope (1) |
TbD2 | Tatum silty clay loam, 8 to 15 percent slopes, eroded, moderate s-s / mod-severe slope (0) |
Ur | Urban land, possible runoff & low-lying flooding (1) |
VaB | Vance sandy loam, 2 to 8 percent slopes, moderate shrink-swell & slope (1) |
VaD | Vance sandy loam, 8 to 15 percent slopes, moderate s-s / moderate-severe slope (0) |
We | Wehadkee loam, frequently flooded (Hydric A), severe flooding,wetness (0) |
W | Water, obvious flooding & wetness (0) |
High development potential vacant parcels have soils that are good for development, outside the floodplain, within 500 feet of water, sewer, and/or gas, and are within 1-1/2 to 2 miles of mainroads/railroads. Medium development potential vacant parcels have soils that are good for development, outside the floodplain, and either/neither are within 500 feet of water, sewer, and/or gas, or are within 1-1/2 to 2 miles of mainroads/railroads. Low potential are vacant parcels that have either/neither good for development, or outside the floodplain, within 500 feet of water, sewer, and/or gas, and are within 1-1/2 to 2 miles of mainroads/railroads. The data codes below represent the possible selections to determine high/medium/low development potential of vacant land:
On site investigations of any potential development should depict immediate water and sewer lines in proximity of the site, topography of the site, and any other specific criteria. Furthermore, local ordinances, as well as other land uses that may be affected by new development, should also be considered.