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1/18/2011 DESIGN REVIEW COMMITTEE Minutes
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1/18/2011 DESIGN REVIEW COMMITTEE Minutes
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Mashpee_Meeting Documents
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DESIGN REVIEW COMMITTEE
Meeting Document Type
Minutes
Meeting Date
01/18/2011
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Custom Soil Resource Report <br /> 25413—Merrimac. sandy loam, 3 to 8 percent slopes <br /> Map Unit Setting <br /> Elevation:o to 1,000 feet <br /> Mean annual reei it lion 40 to 50 inches <br /> mean annual air temperature:45 to 55 degrees F <br /> Frost-free period: 140 to.24 0 days <br /> Map Unit Composition <br /> Merrimac and similar soils:80 percent <br /> Minor components:20 percent <br /> Description of Merrimac <br /> c <br /> Setting <br /> Landform. utwash plains <br /> Landform position (two-dimensional): Shoulder <br /> Landform position (three-dimensional): Riser <br /> Dowry-slope Jape: Convex <br /> Across-slope shape: Convex <br /> Parent material. Loaner glaciofluvial deposits over sander and gravelly glaciofluvial <br /> deposits; friable loam glaciofluvial deposits over loose sander and gravelly <br /> glaciofluvial deposits;friable coarse-loamy eolian deposits over loose sander and <br /> gravelly glaciofluvial deposits <br /> Properties and qualities <br /> Slope:3 to 8 percent <br /> Depth to restrictive feature: More than 80 inches <br /> Drainage class:Somewhat excessively drained <br /> Capacity of the most limiting layer to transmit wafer-(Kiat): High (2.00 to 6.00 in hr <br /> Depth to water fable: More than 80 inches <br /> Frequency of flooding: None <br /> Frequency ofponding: None <br /> Available water capacity: Lover(about 5.3 inches) <br /> Interpretive groups <br /> Lanni capability(nonirrigated):2s <br /> Typical profile <br /> to3-inches: Sander loam <br /> to,24 inches: Sander loam <br /> 24 to 64 inches: Stratified very gravelly coarse sand to sand <br /> Minor components <br /> Enfield <br /> Percent of map unit: 10 percent <br /> Carver <br /> Percent of map unit: 5 percent <br /> 11 <br />
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