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Do impoundments exist? Are the following problems not ~
<br />NFU .5 /,/1119/1-Dbh,~/7~I ~
<br />Pond Name and Location 17,GY1~N f~AL~h OlT(Ln '
<br />/~ `' pstream slope: None, Riprap (missing, arse w Cracks ;
<br />"~isplacem~nt_, Sinkhole-, Depression/Bulge-, Sli es_, per ~/. (~~tP.tL(11~f~1Lri~
<br />l~l ~ttll~ipp~l Oh, D,(~m~ ~ ~*p ~ ~ G??2P~f> .
<br />Crest of ban ent: None~Ruts/Puddles-, Erosion-, Cracks-;
<br />displacement- Sinkhole-, Not wide enough-, L'o~w area-, Rodent Burrows-,
<br />Other-. ~ i~hy ~ lfd ~ ~%5 51~Uc'
<br />Downstream Slope: None °/, Livestock damage-, 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 , Eviden/ce of piping-, Other-.
<br />Outlet: None-/No outlet found ,Structure deteriorated-, Inoperable-, Conduit
<br />deteriorated or collapsed-, Leaky valve-, Other-.
<br />Spillway: N9ne ,Erosion with headcutting_, Cracks-, displacement
<br />T o smpall :/ Flow obstructedC~, ~Ripra missi/ng, s arse, deteriorat d, Others/
<br />Overal on rtion: Good- cceptable_ 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. C tinued
<br />inspections and reduced storage capacity are recomm~e"n~ded. --1'
<br />~er/rnQn,~'j r1b ~
<br />Poor: Definite signs of hydrologic inadequacy or structural distress (excessive
<br />D~,~ ~~ ~-~ seepage, cracks, slides, sinkhole,severe deterioration), which could lead to the
<br />~~ '~ r1 _ 7 ailure of the dam if operated at full capacity.
<br />~~-~', T 1
<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 />Impoundments: Do certified as-bunts exist, and are
<br />4'
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