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Florida Erosion and Sediment Control Inspector's Manual <br /> loom <br /> 1c LL 401 <br /> r <br /> a SPILLWAY <br /> o _ <br /> CHANNEL BANK PLAN - - POINT <br /> ntl SPIL.LNV+YIIII - <br /> 1 <br /> 24" MAX POINT 'B' <br /> U <br /> VIEW LOOKING UPSTREAM <br /> ILI <br /> � PONDIN6 HEIGHT . <br /> 7 . <br /> 'L.' ' = THE - DISTANCE SUCH THAT POINT5 <br /> P 'C! :. <br /> AND POINTS 'D" ARE CEGZUAL ELEVATION. <br /> POINT 'C' POINT 'D' <br /> OPTIONAL <br /> — — — — — — — — — ENERGY <br /> f <br /> 01551PATOR <br /> \\ HMSED STRAW <br /> BALE 4' MIN. %� • � \�\0���� <br /> INTO SOIL. <br /> � I I <br /> SECTION .A - A <br /> SPACING BETWEEN CHECK DAMS <br /> NO r5 3. PLACE SAL'-5 . PERPSNDIGULAR TO Trig <br /> 1. Et E2 BALES 4" INTO 'TM SOIL ANG 9LEY' f:LOW WITH ENDS TIGHTLY ABUTTING. Use <br /> BALES INTO THE CHANNEL. SANK5. STRAW" , ROCKS OR FILTER FABRIC TO FILL <br /> POINT 'A' MUST Si HIC7Hc c THAN PCIN'r B'. ANY GAPS AND TAMP BACKFILL MA -RIAL <br /> 2. <br /> 2.PILLYWY HEIGHT) _ TO PREVENT ERO510N OR FLOW AROUND <br /> TH_ SALM5. <br /> 4. SPILLNIAY HEIGHT SHALL NOT axis 2.4" . ' <br /> 5. INSPECT AFTER EACH 51GNIFICANT STORM, <br /> MAINTAIN AND REPAIR PROMPTLY. <br /> Plate 4.38f Straw Bale Check Dam Details <br /> Source: Erosion Draw <br /> 4- 112 <br />