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Florida Erosion and Sediment Control Inspector's Manual <br /> PONDING HEIGHT FLOW <br /> FILTER FABRIC �— r— <br /> (OPTIONAL) s — — — — — <br /> . <br /> "e SEDIMENT STORAGE <br /> EMBED STRAW <br /> U BALE 4' MIN. <br /> INTO SOIL. <br /> SECTION A - A <br /> I I STRAW BALES <br /> 2 Z� TIGHTLY ABUTTING. <br /> m ' 91 <br /> a <br /> LL <br /> p I OI 4 ` LL <br /> I I o <br /> ROCK SPILELHAYI U21 MIR <br /> e <br /> / PLAN <br /> WOODEN STAKE <br /> TOE OF BA NI' OR REBAR DRIVEN <br /> POINT 'B' THROUGH BALE. <br /> POINT 'A' A TYP. 2 PER BALE <br /> ROCK BPI d <br /> KEY BALE INTO A <br /> BANK AT BOTH <br /> ENDS of B4RRIER. VIEW LOOKING UPSTREAM <br /> NOTE5i <br /> I. PLACE BALES PERPENDICULAR TO FLOK . <br /> 2. EMBED THE BALE 4' INTO THE SOIL AND <br /> 'KEY' THE END BALES INTO THE CHANNEL <br /> BANKS. <br /> 3. BALES PLACED IN A ROW WITH ENDS <br /> TIGHTLY AW17TING. USE STRAW, ROCKS OR ■ <br /> FILTER FABRIC TO FILL ANY &APB Wnfe EH <br /> BALES AND TAM' BACKFILL MATERIALS TO <br /> PREVENT EROSION OR FLOW AROUND THE <br /> BALES. <br /> 4. POINT 'A' SHALL BE HI&gR THAN POINT W. <br /> S. SPILLWAY SHALL NOT EXCEED 241 <br /> . <br /> Plate 4.25d Semi-pervious Straw Bale Sediment Barrier <br /> Source: Erosion Draw <br /> r <br /> 4-72 <br />