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1. SET STAKES <br />F°v <br />3. STAPLE FILTER MATERIAL <br />EXTEND IT INTO <br />* 4 <br />2. EXCAVATE A 4• X 4' TRENCH <br />8•MN`' UPSCALE ALONGTHELINE OF STAKES <br />/11 <br />111 <br />1■'/ <br />1111111 11 <br />IIII III III�IIII. <br />,......1.___/.././.. <br />Y9� IIII <br />IIIA <br />1 <br />- .- - • <br />- '- <br />TO STAKES 4. BACKFILL AND COMPACT THE4.4),,,AND <br />THE TRENCH EXCAVATED SOIL <br />,.AL1 <br />:•�� LY <br />Q <br />-:I- SHEET FLOW INSTALLATION <br />(PERSPECTIVE VIEW) <br />3 MAX A <br />A <br />1,. <br />�4 <br />5/8 IN. POLYPROPYLENE <br />1/4 IN. TIE ROPE <br />l <br />ROPE <br />FLOATgTIr <br />_ <br />!AL! <br />Y. <br />�I <br />II <br />' <br />Fr OS FOR COMPACT STORAGE <br />DEP H ACCORDING TO NEED <br />11 <br />11111 <br />III <br />11 <br />CS LE <br />;, EB OZ 300 LBIIN.CONOMY ISTANDARD <br />II'L <br />—�. <br />WW <br />NYLON REINFORCED VINYL <br />(BLOW-UP <br />TYPE! <br />GALVANIZED 1124 SAFETY HOOK <br />18 (OR 22) OZ. VINYL <br />COVERED NYLON <br />PVC SLOT -CONNECT. <br />„ 1/4 IN. CHAIN <br />ALL SEAMS HEAT SEALED <br />OF SHACKLE CONNECTION) <br />r4.i <br />TOP LOCO UNE <br />5/16 VINYL COATED CABLE <br />R <br />V FLOATATION <br />VAR PLATE (TO REMOVE <br />, PRESSURE FROM FLOATS) <br />_ _ -(cY.i. <br />li- —1� <br />••�-, <br />. . ii <br />a <br />1 <br />PHA STANDARD <br />ORDING TO NEED <br />DEP M ACCORDING TO NEED <br />' <br />FOLDS EVERY 8 FEET <br />AI's <br />ov <br />POINT A SHOULD BE HIGHER THAN POINT B <br />DRAINAGE INSTALLATION <br />(FRONT ELEVATION) <br />INSTALLING A FILTER <br />—i1 <br />STRESS BAWD <br />TYPE <br />FLOATING TURBIDITY <br />5/161N. CHAIN <br />STRESS PLATE BALLAST 8 LOAD LINE <br />II <br />BARRIER <br />FABRIC SILT FENCE <br />TYPE(S) I & II <br />TYPE <br />STRESS BAND <br />22 OZ NYLON REINFORCED VINYL <br />III <br />PVC SLOT -CONNECTOR FLOATATION <br />TIDAL WATERS AND/OR HEAVY WIND AND WAVE ACTION <br />ANCHOR PT. ANCHOR PT. <br />/ 1 <br />' ^' 1 <br />$ WORK AREA $ BB FLOOD <br />, ^/ , r►./ EBB <br />1 -- <br />1 <br />v4 <br />la <br />r <br />— <br />II'', <br />DEPTH ACCORDING TO NEED <br />I <br />-. <br />n i■%r7'.trl� <br />v__�JMLi`+ <br />I. . <br />n <br />5/16 VINYL <br />(ON BOTH <br />TOR DUCEIDES <br />NOTE: AS SMOWNHREMOVES <br />VERTICAL <br />CURTAIN. <br />WILL NOT <br />CURRENT <br />p24 SAFETY HOOK <br />STRESS <br />COATING CABLE <br />SOF <br />STRAIN)CURTAIN <br />ORIENTATION WHEN <br />(TIDAL SITUATION <br />BUOYS, <br />ALORING L <br />FORCES FROM THE <br />HENCE, THE CURTAIN <br />SINK FROM WIND OR I <br />LOADS. \ I <br />/ <br />- . <br />LAP LINK <br />PLATE CSN' <br />INSTALLED <br />- TYPE III) <br />AUTOMATIC FLASHING <br />LIGHTBUOY ON AT DUSK - <br />ATTACH LINES OFF AT DAWN) 00 <br />TO SHACKLE ON CENTERS ALL BE <br />USED IN NAVIGABLE <br />I CHANNELS ONLY <br />\ <br />STANDARD COT CONTAINMENT <br />SHORELINE SHORELINE <br />ANCHOR PT. ANCHOR PT. ICHOR BUOY <br />' THIS DISTANCE IS VARIABLE BARRIER MOVEMENT <br />0 DUE TO TIDAL CHANGE <br />TYPICAL INSTALLATION LAYOUT OF <br />FLOATING TURBIDITY BARRIERS <br />MI I <br />1 SYSTEMS LIGHT BUOY <br />BU <br />Ifl, <br />I <br />WATER SURFACE 5' <br />M. 12• <br />a IN <br />o <br />FLOATING <br />5' <br />CURTAIN <br />TURBIDITY <br />ANCHOR A <br />N a RECOMMENSDED BY <br />THE MANUFACTURER) <br />8)6688E. <br />BARRIER TYPE III <br />AT K <br />7175 Murrell Road <br />Melbourne, Florida <br />321-242-4942 <br />FBPR Certificate of Authorization <br />1 N S <br />32940 <br />No. 24 <br />WABASSO FISHING PIER <br />DEMOLITION AND DEBRIS REMOVAL <br />INDIAN RIVER COUNTY <br />BMP DETAILS <br />ENGINEER OF RECORD <br />NERC <br />/ O <br />z ! ' <br />* * <br />ORlO� <br />JOB Na <br />100055899 <br />CADFLE <br />NUMBER <br />C-501 <br />u�c'NE ,, GOOD, PE <br />