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<br />Do impoundments exist?y Are the following problems noted?_
<br />Pond Name and Location
<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 />~~~ ~ ~~
<br />Downstream Slope: None ,Livestock damag _, Erosion/Gullies ,
<br />Cracks ;displacement ,Too Steep ,Depression/Bulges ,Slides-, Other.
<br />Seepage: None ~/, In embankment At point source-, At toe-, Adjacent to
<br />outlet-, Evidence of piping-, Other-.
<br />Outlet: None , No outlet found-,Structure deteriorated-, Inoperable-, Conduit
<br />deteriorated or collapsed-, Leaky valve-, Other-.
<br />Spillway: None-, Erosion with headcutting_, Cracks-, displacement- ~ ~~
<br />Too small-, Flow obstructed-, Riprap_ missing, sparse, deteriorated, Othe ?( Yip,,,
<br />/o~~e.-
<br />Overall Condition: Good- Acceptable- Poor_ ~t~t D/~~
<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 />' Acceptabl ymptoms of structural distress (excess seepage, major
<br />asp acements) which, if conditions worsen, could lead to failure. Continued
<br />inspections and reduced storage capacity are 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 />as-builts exist end are they available? Where?
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