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Redding 0-7: Gravelly loam; SC, SC- <2 5.1 - 6.5 0.6 - 2.0 Severe:
<br /> gravelly SM, GC, GM-GC.
<br /> cemented
<br /> loam, 2-8% 7-16: Gravelly loam, gravelly <2 5.1 - 6.5 0.2 - 0.6 pan
<br /> slopes, 220. clay loam; CL, CL-ML,
<br /> GC, GM-GC
<br /> 16-22: Clay, clay loam; CH, CL <2 5.1 - 6.5 <0.06
<br /> 22-60: Indurated --- --- ---
<br /> Redding 0-7: Gravelly loam; SC, SC- <2 5.1 - 6.5 0.6 - 2.0 Severe:
<br /> gravelly SM, GC, GM-GC. cemented
<br /> loam, 8- 7-16: Gravelly loam, gravelly <2 5.1 - 6.5 0.2 - 0.6 pan, slope
<br /> 30% slopes, clay loam; CL, CL-ML,
<br /> 221 GC, GM-GC
<br /> 16-22: Clay, clay loam; CH, CL <2 5.1 - 6.5 <0.06
<br /> 22-60: Indurated --- --- ---
<br /> Yellowlark 0-8: Gravelly loam; SC-SM, <2 5.1-6.5 0.6-2.0 Severe:
<br /> gravelly SM 0.6-2.0 wetness
<br /> loam, 0-2% 8-39: Gravelly loam, gravelly <2 5.1-6.5 peres slowly
<br /> slopes, clay loam; SC, CL 0.2-0.6
<br /> 279 39-47: Very gravelly loam, very <2 5.1-6.5
<br /> gravelly clay loam; GC <0.06
<br /> 47-54: Gravelly clay, clay; CL, <2 5.6-6.5
<br /> CH, GC 0.2-0.6
<br /> 54-59: Gravelly clay loam, clay <2 5.6-6.5
<br /> loam; GC, CL ---
<br /> 59-62: Cemented, indurated --- ---
<br /> Yellowlark 0-8: Gravelly loam; SC-SM, <2 5.1-6.5 0.6-2.0 Severe:
<br /> gravelly SM wetness
<br /> loam, 2-5% 8-39: Gravelly loam, gravelly <2 5.1-6.5 0.6-2.0 peres slowly
<br /> slopes, clay loam; SC, CL
<br /> 280 39-47: Very gravelly loam, very <2 5.1-6.5 -0.2-0.6
<br /> gravelly clay loam; GC
<br /> 47-54: Gravelly clay, clay; CL, <2 5.6-6.5 <0.06
<br /> CH, GC
<br /> 54-59: Gravelly clay loam, clay <2 5.6-6.5 0.2-0.6
<br /> loam; GC, CL
<br /> 59-62: Cemented, indurated --- --- ---
<br /> Note: The table descriptions do not necessarily reflect site-specific soil properties.
<br /> 'See description of the map unit for composition and behavior characteristics of the map unit.
<br /> Soil Boring
<br /> On January 28, 2014, Live Oak excavated one shallow soil boring on the Site for the y,
<br /> purpose of conducting a percolation test. The boring was four inches in diameter, 3.28 Z�
<br /> feet deep, and was excavated by hand auger. The location of the boring is indicated on
<br /> Plate 9.
<br /> LOGE 1402 Page 6
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