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AG 2009 07 20
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AG 2009 07 20
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Last modified
2/8/2010 9:53:28 AM
Creation date
11/27/2017 11:25:56 AM
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Template:
Meeting Minutes
Doc Type
Agenda
Meeting Minutes - Date
2/8/2010
Board
Board of Commissioners
Meeting Type
Regular
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loam. Hard fractured bedrock is at a depth of 26 inches. The available water capacity is low and <br />permeability is moderately rapid. <br />J <br />1 <br />i <br />Kirksey silt loam, located near the center of the subject site, is moderately well drained and is located on <br />gently sloping upland ridges, in depressions, and around the head of intermittent drainageways. The <br />availabie water capacity is moderate to high and permeability is slow. A perched seasonal high water <br />table is 1.5 to 3 feet during December through March of most years. The surface layer is usually grayish <br />brown slit loam. The subsurface layer is brown silt loam. The subsoil is comprised of brownish yellow slit <br />loam with pale yellow mottles to browntsh yellow silty clay loam with light gray mottles. The underlying <br />material is mottled gray, brownish yellow, and pale yellow channery silt loam. Moderately hard, fractured <br />slate bedrock is at 49 inches. The depth to bedrock is 40 to 60 inches. <br />Misenheimer channery silt loam is loca#ed in patches in the northwest, southwest, and northeast portions <br />of the subject site. This soil is located on broad, nearly level to gently undulating ridges, in depressions, <br />and around the head of intermittent drainageways on uplands and is moderately well drained and <br />shallow. The surface layer usually consists of grayish brown channery silt loam. The subsurface layer is <br />light gray channery silt loam and the subsoil is pale yellow channery silt loam. The underlying material is <br />comprised of mottled brown, gray and yellow channery saprolite. Moderately hard, fractured slate <br />bedrock can be found at 24 inches. The shrink-swell potential and available water capacity is low. <br />Permeability is moderate to moderately rapid. Depth to bedrock is 20 to 40 inches. A perched seasonal <br />high water table is at 1 to~1.5 feet in late winter, early spring, and during wet periods. This soil is droughty <br />during dry periods. <br />Udorthents soils are located around the former quarry area. These soils are found in areas in which the <br />natural soils have been altered by earth moving operations. The areas are borrow pits, gold mines, <br />landfills and quarries. The altered soils are dominantly foamy and have varying underlying material and <br />slopes. <br />Bedrock: The subject site is in the Charlotte Belt of the Piedmont Physiographic Province. According <br />to the Geologic Map of the Charlotte 1° X 2° Quadrangle, North Carolina and South Carolina by <br />Goldsmith, Milton and Horton (1988}, the bedrock at the site is diorite-gabbro. The bedrock is <br />described as massive to weakly foliated gray to dark gray greenish rock composed of plagioclase, <br />horneblende, and pyraxene. <br />5.4 HISTORICAL USE INFORMATION ON THE SUBJECT SITE <br />Aerial Photographs: Aerial photographs were reviewed in order to examine past land use of the subject <br />site .and the vicinity. The Cabarrus County Soil and Water Conservation Office historic aerial <br />photograph collection covers Cabarrus County. The 1938, 1950, 1956, 1964, 1975, 1987 and 2005 <br />aerial photographs were reviewed on the Cabarrus County G1S website. The 1993 aerial photograph <br />was reviewed at the Cabarrus County Agricultural Extension Office. In the 1938, 1950, 1956, and 1964 <br />aerial photographs, parcel number 5544646749 is predominantly wooded with some open fields in the <br />northeast portion. The parcel appears to be heavily wooded in the 1975 aerial photograph. A dirt road <br />appears along the southern border of the parcel in the 1987 aerial photograph. The 1993 and 2005 <br />aerial photographs appear to be consistent with the 1987 aerial. photograph. <br />Wallace Property Ph 1 ESA <br />CESI ProJectNo.0809i3.000 <br />G-9 <br />October 14, 2008 <br />Page 14 <br />Attachment number 1 <br />Page 506 of 627 <br />
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