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and Sediment Control Inspector's Manual <br />yaDOD STAKES' <br />STP.A%K,BALES <br />METAL REBAR. t}TIGHTLY 5TAGKF.D OR <br />e t}Q M OFP5ET CORNERS <br />AS SHOWN. <br />•�° ° 9��IN99f a o� <br />milli p <br />DRAIN <br />GRATE •a. g.. tl <br />Gi2AYEt <br />. - :°p° • BACKFILL <br />LE55 THAN A <br />5% 5LOPE <br />PLAN- VIEW. <br />PONDING HEIGHT STS GRAVEL <br />8.41 SAGKFILL <br />�j DROP \ EMBED 5TRAW <br />INLET BALE 4° MIN. <br />U INTO SOIL. <br />^JEcTIO A A . <br />NOTES, - - .. 3. ,Ya Too o� ' m STRlJGT.SRE .(POND f . <br />1. DRo,P INLET Sr"DIMEN NEARLY L DRAINAGE MUST Be INELL BELOW THE 6ROUND <br />AREAS• (LES THAN ` DOWNSLOPE TO PREVENT RUNOFr FROM Oy- <br />ASI <br />Z EMBED 111E BALES 4' INTO THE SOIL AND PA55IN6 THE INLET. EXCAVATION OP A BASIN <br />1 .EMee C. rrjM 5 5 OR PLACE B� Y1{TH ETID� ADJACENT. TO TFC DROP INLET ORA TE?'1P' <br />TIGHSLY ,4BUTING. bRAVEL BAGKPILL WILL ORARY DIKE ON THE DOWNSLOPE or THE <br />PREVENT �IoN oK FLOW A�D.T}g BAL=$. STRUCTURE MAY BB h>£GE55ARY- <br />Plate. 4.08c Straw Bale and Gravel Drop Inlet Sediment Barrier <br />Source: Erosion Draw <br />4-36 <br />