SU0008968 SSNL - Laserfiche WebLink

Home Browse Search

Table 1. Selected Properties of On-Site Soils (USDA, 1992) Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank anity and Map Reaction ability absorption Symbol (in) Classification mmhos/cm y pH (in/hr) fields Kaseberg, 0-17 Fine sandy loam; SM, <2 5.6-7.3 0.6-2.0 Severe: 185 ML depth to 17-20 Indurated --- --- rock, 20 Weathered bedrock -- -- --- cemented pan Kaseberg, 0-16 Loam; ML <2 5.6-7.3 0.6-2.0 Severe: 186 16-17 Indurated - - -- depth to 17 Weathered bedrock -- -- rock, cemented pan, slope Redding, 0-6 Loam; CL-ML, CL <2 5.1-6.5 0.6-2.0 219 6-27 Loam, clay loam, <2 5.1-6.5 0.2-0.6 gravelly loam; CL-ML, Severe: CL cemented 27-30 Clay loam, clay, <2 5.1-6.5 <0.06 pan gravelly clay; CL, CH 30-60 Indurated --- --- Redding, 0-7: Gravelly loam; SC, SC- <2 5.1 -6.5 0.6-2.0 Severe: 220 SM, GC, GM-GC. cemented 7-16: Gravelly loam, gravelly <2 5.1 -6.5 0.2 - 0.6 pan clay loam; CL, CL-ML, GC, GM-GC 16-22: Clay, clay loam, CH, CL <2 5.1 -6.5 <0.06 22-60: Indurated --- --- --- Yellowlark, 0-8 Gravelly loam; SC-SM, <2 5.1-6.5 0.6-2.0 Severe: 279, 280 SM wetness, 8-39 Gravelly loam, gravelly <2 5.1-6.5 0.6-2.0 peres slowly clay loam; SC, CL 39-47 Very gravelly loam, very <2 5.1-6.5 0.2-0.6 gravelly clay loam; GC 47-54 Gravelly clay, clay; CL, <2 5.6-6.5 <0.06 CH, GC 54-59 Gravelly clay loam, clay <2 5.6-6.5 0.2-0.6 loam; GC, CL 59-62 Cemented, indurated <2 -- Note:The table descriptions do not necessarily reflect site-specific soil properties. "See description of the map unit for composition and behavior characteristics of the map unit. Soil Borings On October 11 through 24, 2011, Live Oak excavated one shallow soil boring on each �b 2� of the proposed parcels on the Site for the purpose of conducting percolation tests (four borings total). The borings were four inches in diameter, 3.05, 3.10, 3.15 and 3.20 feet LOGE 1126 Page 6