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01201 (2){ . � __ _ 'ci. `.� ,. ry - Xs,.--... ..._....u_•>�•-eYm'3i±r�aln'x+ric.Fwm+.^:.c4S-s;. ra.-.*.m--�a:���..e.,.:.,.n�..•.��-.s....��:::z,.,.....e�� �.z�..<.m.�,��,. �.a.�c....�> � - . � .. - _ d�...rs. ... _.. .. .. ,.,ra...eo,,..,,_...... -......x..,,..,.�.....,.i..,.......... ......._. .�._... .� �' 0 All features satisfactory _ '{ _ 1 Texture too fine { 2 Texture too coarse ,, t 3 4 � Gravell,Y, very gravelly,, or stony _ . Unified or AASiiO_sail class unfavorable; less than optimwa__ __ bearing capacity; moderate to high shrink —swell ) 5 Drainage cuss unfavorable; depth to seasonal water table too shallow; drainage may be. needed. - . 6Flooding 7 _ or ponding hazard ;Slope.: or topography un�Pavorable iaposes.use or`;construction hazard 's.prir�klers .rEquired _when =irrigated S Slippage potential - 9 Depth to bedrock or impervious material is limiting _ 10 Frost action potential is moderate or high _ 11 Shrink—'s��rall potential is moderate or high; high shrink, low - 12 swell for. organic soils Permeability (percolation rate) is restricted • 13 l�ccessibility.by equignent is restricted �• 14 Excavation difficult due to consolidated materials; or clay �' or silty clay soil texture 15 Slope stability is fair or mor 16 Piping hazard �. 17 Thickness of suitable material is limited - � � 18 Erosion hazard is moderate, severe, or very severe t. 19 Shear strength is moderate or low _ 20 Compaction characteristics are fair or poor. ,^1 21 Permeability rate is too rapid j -; � � 22 Permeability rate when compacted is too rapid �':. 23 Low water holding capacity, _ 21F 25 Practice .not applicable' Sandy substratum at depths.. of 18 to 40 inches; limited water � .\ holding capacity, rapidly permeable _ 26 27 Organic; soil •Possible pollution of ground water even though site-ts at least well drained 26 Stones cover 0 1 to 15;� of ground surface 29 �, f.Soil � textures pe°mit ready s�oughin&_ of sidewall:sY • 30 Compressibility.is.medum, high, or very high _ � - _31 32 Wet areas may be lower than available outlets 2�ioist consistence is loose, firm,. -very firm, or extremely firm _ 33�-Excessive fines or limited supply....- '� . -.. - . .. .. .,,_ - _ aim.-..ava.R+.•+.+�...�'w'�r}^snnViM':d%r'�'l.t�i