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Florida Erosion and Sediment Control Inspector's Manual <br /> PONDING HEIGHT FLOW <br /> FILTER FABRIC — �— <br /> (OPTIONAL ) — <br /> o �e SEDIMENT sTORAGE <br /> \ \ <br /> MR <br /> '"' <br /> 0� <br /> EMBED STRAW . <br /> BALE 4' MIN, <br /> U INTO SOIL. <br /> • SECTION A - A <br /> STRAW BALES <br /> i di TIGHTLY ABUTTING. <br /> � f <br /> r O <br /> o� o � � Y <br /> ML <br /> / O ROCK 517111 <br /> Cr 1 I/2' <br /> �. PLAN <br /> WOODEN STAKE <br /> OR REBAK DRIVEN <br /> TOE OF BAN POINT 'S' T-IROU6H. SALE. .. <br /> POINT 'A' A Tyly 2 PER SALE <br /> ago <br /> KEY BALE INTO _ _ . . A: <br /> BANKAT BOTH: V _ <br /> Exos OF, $ "M VIEW LOOKING UPSTREAM <br /> NOTES, . . - . <br /> I. PLACE BALES PERPENDICULAR TO FLOW. <br /> 2, ENeEP THE SALE 4' INTO THE 561L AND <br /> 'KEY' THE END BALLS INTO THE CHANNEL - <br /> DANKS. <br /> S. BALES PLACED IN A ROW WISH ENDS - <br /> 7I6HR.Y ABUTTING. USE STRAW, ROCKS OR <br /> FILTER FABRIC TO FILL ANY GAPS SETWEEN <br /> BALES AND TA,,,V BACKFILL MATERIALS TO <br /> PRtvmit EROSION OR FLOW AROUND THE <br /> SALMSS. <br /> 4. POINT 'A' SHAH BE HIGHER THAN POINT 'S'. <br /> 5. SPILLWAY SHALL NOT EXCEED 241 <br /> . <br /> Plate 4.254 Semi-pervious Straw Bale Sediment Barrier <br /> Source: Erosion Draw <br /> 4-72 <br />