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r <br /> Florida Erosion and Sediment Control Inspectors Manual <br /> A <br /> I,wOD STAKES ' <br /> STR.AKBALE5 <br /> METAL iz»AR. O• �$ TIGHTLY 5TACKBID OR =; <br /> M OFF5ET CORNERS <br /> SHOye'L <br /> 0 <br /> milli <br /> DRAIN <br /> GRATE •a. tl <br /> a . < 612AYEL <br /> . - :epa •� BACKFILL <br /> e•4 <br /> LES5 THAN " A - <br /> 5% 5LOPE <br /> PLAN- W. <br /> PONDING HEIGHT STS GRAVEL. <br /> 8.41 SAGKFILL <br /> �j DROP \ EMS 5TRAW <br /> INLET BALE 4° MIN. <br /> U INTO SOIL. <br /> 3EcTIO A A <br /> 14,07551 - - . . 3. ,Ya Too OF lE STRlJCT.SRE .(POND j <br /> 1 . DROP INLET Sr"DIMEN NEARLY L DRAINAGE MUST Be INELL 5EL.OAI THE 6VIOUND <br /> AREAS• (LES THAN ` DOYll15L0� TO PREVENT MNOFrr FROM ASI <br /> Z EMB1 D THE BALES 4' INTO TH'c SOIL AND PA55IN6 THE INLET. EXCAVATION OF A BASIN <br /> Oi"�x""r CORNERS OR PLACE BALES 1",TH 5�� ADJACENT. TO TFC DROP INLET On TE?'1P' <br /> T16HTLY 4BUTING. bRAYEL BACKFILL PILL ORARY DIKE ON THE D07NNSLOPE of THE <br /> PR�YENT Eii.O510N OR FLOY4 ARO�'ID. BAL=$. STRUCTURE MAY BB NECESSARY- <br /> Plate. 4.08c Straw Bale and Gravel Drop Inlet Sediment Barrier <br /> Source: Erosion Draw <br /> 4-36 <br />