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Florida Erosion and Sediment Control Inspector's Manual <br /> r <br /> s 3 3 <br /> f I LL iz 1 r <br /> ° 5FILLru+Y ° <br /> ° <br /> ° <br /> r <br /> CHANNEL BANK PLAN POINT 'A' <br /> • <br /> 1111 — — — — <br /> :240 MAX.A 111111 <br /> 24' X, POINTS' <br /> 1 <br /> U <br /> VIEW LOOKING UPSTREAM <br /> ILI <br /> PONDING HEIGHT <br /> 'L' = THE D15TANCE SUCH THAT POINTS `G' <br /> AND POINTS 'D' ARE OF EQUAL ELEVATION. n <br /> POINT 'C' POINT 'D' I I <br /> OPTIONAL <br /> ENERGY � <br /> / D1551PATOR <br /> / / / Q \ <br /> EMBED STRAW \ \ \ <br /> BALE 4" MIN. <br /> INTO 501L. <br /> U SECTION A - A II u <br /> SPACING BETWEEN CHECK DAMS <br /> T'c5: 5 . PLACE BALES PERPENDICULAR TO THE <br /> NO <br /> 1 . £MEED BALES 4" INTO THE SOIL AND 'K-�''(' PLOVJ WITH ENDS TIGHTLY ABUT IW5. US'c r <br /> CHANNEL BANKS. 5TRAY <br /> JI ROCK5 OR FILTER FABRIC TO FILL <br /> BALES INTO THE. POINT 'A' MUST .H HIEL B THAN POINT 'b '. AW GAPS AND TAMP BACKFILL MATERIAL <br /> 2 <br /> :SPILLWAY FIGHT) TO PREVENT EROSION OR PLOW AROUND <br /> TH£ BALES. <br /> 4. SPILLWAY HE16HT SHALL NOT EXCEED 24 <br /> 5. INSPECT AFTER EACH 516MFICANT STORM, <br /> MAINTAIN AND REPAIR PROMPTLY. <br /> r <br /> Plate 4.38f Straw Bale Check Dam Details <br /> Source: Erosion Draw <br /> 4-112 <br /> ■ <br />