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<br /> <br />Do impoundments exist? J Are the following problems noted?_ <br />Pond Name and Location Ly - {' I <br />Upstream slope: None, Riprap- missing, sparse, weathered, Cracks; <br />displacement-, Sinkhole-, Depression/Bulge-, Slides-, Other-. <br />Crest of Embankment: None-, Ruts/Puddles-, Erosion-, Cracks-; <br />displacement- Sinkhole-, Not wide enough-, Low area-, Rodent Burrows-, <br />Other <br />Downstream Slope: None ,Livestock damage-, Erosion/Gullies-, / i~~~l~ ~o <br />Cracks-; displacement-, Too Steep-, Depression/Bulges-, Slides-, Other. ~txa~S <br />Seepage: No , In a ment At point source-, At toe-, Adjacent to <br />outle _, vidence of piping her-. <br />Outlet: None , No outlet found_~ fracture deteriorated~Ynoperable_, Conduit <br />deteriorated or collapsed-, Leaky valve-, _ <br />Spillway: None-, Erosion with headcutting_, Cracks-, displacement_ <br />Too small-, Flow obstructed-, Riprap_ missing, spazse, deteriorated, Other_ <br />Overall Condition: Good- Acceptable- Poor/ <br />Good: No conditions appear to threaten the safety of the dam and the dam <br />is expected to perform satisfactorily under designed conditions. <br />Acceptable: Symptoms of structural distress (excess seepage, major <br />displacements) which, if conditions worsen, could lead to failure. Continued <br />inspections and reduced storage capacity aze recommended. <br />Poor: Definite signs of hydrologic inadequacy or structural distress (excessive <br />seepage, cracks, slides, sinkhole,severe deterioration), which could lead to the <br />failure of the dam if operated at full capacity. <br />(iii) The extent to which existing impoundments or earthen structures were constructed <br />and certified in accordance with prudent engineering designs approved in the permit; <br />Do rtif d as-builis st and are they available? Where? <br />4 <br />