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A.,.,o-A.- A <br />-rr <br />BMPs Composite <br />POINT C <br />POINT C <br />POINTS "A" SHALL BE HIGHER THAN <br />POINT "B" AND BELOW POINTS "C". <br />TYPICAL SECTION VIEW <br />fL OR DITCH <br />L =VARIES <br />L <br />\:/X i, ° 2% MAXIMUM SLOPE <br />GEOTEXTILE FLOW <br />\�\�\ i -��� <br />EROSION CONTROL <br />(CLASS 2) <br />SECTION VIEW ALONG DITCH FLOWLINE <br />RIPRAP <br />6" MIN. COVER FLOW <br />GEOTEXTILE ?f OR F`AlTFR 24" CREST HEIGHT <br />o a <br />MIN. <br />DITCH <br />SUBEXCAVATE GEOTEXTILE <br />BELOW FLOWLINE EROSION CONTROL <br />(CLASS 2) <br />8' <br />SECTION DETAIL <br />NOTES: <br />1. RIPRAP SIZE D5o = 6" OR AS SHOWN ON THE PLANS. <br />2. THE ENDS OF RIPRAP CHECK DAM SHALL BE A MINIMUM <br />OF 6 IN. HIGHER THAN CENTER OF CHECK DAM. <br />ROCK CHECK DAM <br />SUNRISE MINING, LLC <br />BMP DETAILS <br />ROCK CHECK DAM <br />PREPARED BY: DJM <br />REVIEWED BY: DJM <br />REVISION DATE: 07-28-1 1 FIGURE BMP 1 <br />