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I IN. X 2 IN. X 24 IN. LONG WOODEN STAKES. <br />1 1N. X 2 1N. X 24 IN. LONG WOODEN STAKES <br />STAKES SHALL BE DRIVEN THROUGH THE <br />AS NEEDED. STAKES SHALL BE DRIVEN OVER <br />BACK HALF OF THE SEDIMENT CONTROL LOG <br />SEDIMENT CONTROL LOG <br />THE SEDIMENT CONTROL LOG AT AN ANGLE <br />OF 45 DEGREES WITH THE TOP OF THE <br />b <br />AT AN ANGLE OF 45 DEGREES WITH THE <br />TOP OF THE STAKE POINTING UPSTREAM. Q1 <br />STAKE POINTING UPSTREAM. O SEDIMENT CONTROL LOG <br />W @� <br />ti <br />45. <br />FLOW <br />FLOW <br />W Q <br />/ <br />45• <br />BACKFILL AND COMPACT SOIL FROM <br />IN.- 10 1N. EMBEDMENT <br />DEPTH <br />TRENCH ON UPGRADIENT SIDE OF <br />SEDIMENT CONTROL LOG <br />�8 <br />"' <br />8 IN.- 10 IN. EMBEDMENT DEPTH�� "y <br />PLACE SEDIMENT CONTROL <br />LOG IN SHALLOW TRENCH <br />(1 TO 2 1N. DEPTH) <br />TYPES: WOOD CHIP, COMPOST, OR ROCK <br />TYPES: STRAW, <br />WOOD FIBER, OR COIR <br />COARSE FILTER AGGREGATE <br />:AJ112 SLOPE (TYP) <br />CLASS IRIPRAP <br />WATER_� T. DITCH PROFILE <br />FLOO, <br />8 F T. <br />TYPE IV GEOTEXTILE <br />ALONG BOTTOM <br />OF FILTER BERM <br />TYPE 3 (ROCK WEEPER) <br />SEDIMENT CONTROL LOGS <br />CLASS II RIPRAP <br />DITCH <br />2 FT. PROFILE <br />5 FT. TYPE IV GEOTEXTILE <br />ALONG BOTTOM <br />OF FILTER BERM <br />Q <br />W <br />% W <br />W <br />� Q <br />Ty O 2 IN. X z IfV. 00 STAKES <br />1�(1 CING BA S 1 EACH <br />CATEGORY 3 EROSION ppNTROL <br />Q 2 <br />AL B DDED 10 INCH S __ <br />D THE <br />_ = <br />BLANKET (6 FT. SIDEIN•) 4 <br />Q <br />U <br />INI U 1 GROUND. _ _ <br />- = <br />FLOW - _ <br />WATERING <br />FLOj� <br />STANDING <br />WATER <br />�4 <br />W <br />EMBED BALES 4 IN. INTO GROUND <br />IN. <br />�lj_ <br />6 IN. STAPLES AT 1FT. O.C. <br />EMBEDMENT <br />METHOD <br />BLANKET <br />METHOD (ALTERNATE) <br />o a <br />BALE <br />BARRIERS 3Q <br />2 2 <br />REVISION: <br />APPROVED: 2-28-/20A17 <br />C-lEF EM/IR&ok1l4 pr►ICER <br />TYPE 5 (ROCK) <br />FILTER BERMS <br />COMPOST.SLASH MULCH, <br />OR TOPSOIL <br />2 FT. DITCH <br />MIN. PROFILE <br />To <br />4 FT. MIN. <br />TYPE I (COMPOST), TYPE 2 (SLASH <br />MULCH), OR TYPE 4 (TOPSOIL) <br />NOTES: <br />SEE SPECS. 2573.3149.3874. 3882.3886. & 3897. <br />Q SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1FOOT FOR DITCH CHECKS OR 2 FEET FOR <br />OTHER APPLICATIONS. <br />Q2 PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON <br />SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. <br />3Q TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH <br />MAX. DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14 IN.X 18 IN.X 36 IN. <br />LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. <br />0 INSTEAD OF TRENCHING, PLACE BALE ON THE BLANKET AND WRAP BLANKET AROUND THE BALE. <br />PLACE STAKE THROUGH BALE AND BLANKET. <br />REVISED, TEMPORARY SEDIMENT CONTROL <br />MINN@SOTA APPROVED, STANDARD PLAN 5-297.405 (SHEET 2 OF 7) <br />DEPARTMENT 2 - 2 8 - 2 017 SHEET No. 13 of 25 <br />TRANSPORTATION STATE DESIGN ENGINEER <br />