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1 <br />1 <br />,t <br />t <br />1 <br />i <br />1 <br />1 <br />oD ~--I <br />OVERFLOW NOTCH <br />A ~'' <br />A' <br />1.s:1 <br />+ APPROX. AREA OF <br />GEOTEXTILE PLACEMENT <br />m MIRAFI BOOX <br />OR EO DIVALENT <br />FLOW <br />TYPICAL PLAN VIEW <br />NTS <br />I I <br />GEOTEXTILE <br />2' ~(8' MIN. COVERT <br />ROCK FILL <br />12'+/- <br />'STRIPPING <br />TYPICAL PROFILE (A-A') <br />NTS 10•+/- <br />10'r/- <br />NGL <br />STRIPPED GROUND SURFACE <br />NOTCH INV ERT <br />_~___~_ __ GEOTEXTILE <br />3' MIN, (8' MIN. COVER, <br />FLOi ~ ~~~~ 2. `` 12' ON SLOPES) <br />10'+/- ~ ~ S <br />1 ROCK FILL -~1 <br />2 \ <br />-- -------------------y--------------------------~-------'~ <br />STRIPPING <br />LIMITS 12'+/- <br />TYPICAL CROSS SECTION (B-B') <br />NTS <br />PROJECT Na PREPARED BY: FIGURE D.9-2 <br />oATE SEDIMENT CHECK DAM <br />TYPICAL PLAN, <br />REVISION STEEPEN ROBERTSON dt KIE2STEN PROFILE do SECTION <br />Consulting Engineers <br />