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December'16,2002 <br /> Job Number:`LG02-213 <br /> " Page 6 <br /> coarse sand (No. 255) and the Ventas fine sandy loam(No. 266). Table 3 presents selected soil <br /> properties for these soils <br /> Table 3. <br /> Selected Soil Properties of the Surrounding Area. s <br /> Soil Name and: Depth (in) Unified Soil Salinity r Soil Septic tank <br /> Map Symbol~ Classification mmhos/cm Reaction. absorption " <br /> PH fields' <br />^ Honcut sandy 0-21.: Sandy"loarri. SM. <2 6.1'7.3 . Slight: <br /> loam;0 %to 2 21,-'60:;Coarse sandy ; SM <2 6-1-7;8 . <br /> slopes, 175loam sandy.loam <br /> Tinniri loamy. 0-28:Loamy coarse SM <2 6.1-7.8 Severe: <br /> coarse sand'0 :' sand. poor filter. <br /> to'2%slopes, 28-53:Loamy coarse SM <2 6.1-7.8 <br /> 255. sand,loamy sand.. <br /> 53-75: Loamy coarse`; SM <2 6.678.4. <br /> sand,-loamy.sand,sand <br /> Veritas fine 0-'15:Flue sandy.loarri: SM;5C-SM <4 7.4-8.4. Moderate: <br /> sandy loam 0 15754: Sandy loam,fine SNI,SC-SM <4 7.4-8 4 -flooding ' <br /> to 2%slopes, sandy loam cemented pan. <br /> 266.; •54-70. Cemented..' --- --- --- <br /> Note: The table descriptions do.not.necessarily reflect site-specific soil properties. .: <br /> One 10-foot deep soil boring was drilled by Neil O. Anderson &Associates, Inc., <br /> ,utilizing a 4-in6h:diameter hand auger to characterize.the soils at the proposed location of the <br /> septic system.. Adjacent to the 10 foot deep auger boring;a 3 foot deep percolation test hole was <br /> completed utilizing a'6=inch diameter,post hole digging tool. Generally;the soils encountered in <br /> the boring was-similar to the soils shown in7able 3 and the geologic map.shown on Plate 6: <br /> Table 4 presents the soil log of the 10-foot boring. <br /> z � <br />