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Custom Soil Resource Report <br />The information is not site specific and does not eliminate the need for onsite <br />investigation of the soils or for testing and analysis by personnel experienced in the <br />design and construction of engineering works. <br />Government ordinances and regulations that restrict certain land uses or impose <br />specific design criteria were not considered in preparing the information in this table. <br />Local ordinances and regulations should be considered in planning, in site selection, <br />and in design. <br />Report — Sewage Disposal <br />[ Onsite investigation may be needed to validate the interpretations in this table and to <br />confirm the identity of the soil on a given site. The numbers in the value columns range <br />from 0.01 to 1.00. The larger the value, the greater the potential limitation. The table <br />shows only the top five limitations for any given soil. The soil may have additional <br />limitations] <br />ry - T - <br />- - <br />E11ut �. <br />map <br />- -: C Rn(tlnitlt�s' <br />1— Altvan loam, 0 to 1 percent <br />slopes <br />Altvan 90 Somewhat limited Very limited <br />Slow water movement 0.68 Seepage 100 <br />3— Aquolls and Aquents, <br />gravelly substratum <br />Aquolls 55 Very limited Very limited <br />Flooding 1.00 Flooding 1.00 <br />Depth to saturated zone 1.00 Seepage 1.00 <br />Seepage, bottom layer 1.00 Depth to saturated zone 1.00 <br />Slow water movement 0.68 <br />8— Ascalon loam, 0 to 1 percent <br />slopes <br />Ascalon 85 Somewhat limited Somewhat limited <br />Slow water movement 0.68 Seepage 032 <br />10— Bankard sandy loam, 0 to <br />3 percent slopes <br />Bankard 85 Very limited Very limited <br />Filtering capacity 1.00 Seepage 1.00 <br />53 <br />