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111111111N <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />CURB <br />ROCK OR OTHER <br />POROUS MATERIAL <br />ROCK OR OTHER <br />POROUS MATERIAL <br />RUNOFF <br />PAVEMENT <br />MANHOLE COVER <br />'CREATE AN <br />O I <br />4P HAVING A <br />EQUAL TO THE <br />T OPENING <br />RIGID BARRIER TO PREVENT <br />MOVEMENT OF ROCK OR OTHER <br />POROUS MATERIAL <br />PLAN VIEW <br />RIGID BARRIER TO PREVENT <br />MOVEMENT OF ROCK OR OTHER <br />POROUS MATERIAL <br />"SEEPAGE <br />SECTION A --A <br />1. RIGID BARRIER MUST HAVE OPENINGS TO ALLOW FOR PERCOLATION OF <br />RUNOFF <br />2. PLACE BARRIERS IN FRONT OF INLETS ONLY WHERE SUMP CON011IONS <br />EXIST. <br />3. THE GAP WIDTH MUST BE AT LEAST EQUAL TO THE CURB THROAT OPENING. <br />4. THESE STRUCTURES MAY CAUSE ASPHALT DAMAGE DUE TO WATER <br />SEEPAGE INTO JOINTS. <br />1gf 2IXk1 <br />CURB INLET SUMP BARRIER <br />Figure V-15: Illustration of a Curb Inlet "Sump" Barrier <br />Permission is given byHydroDynamics Incorporated to copy and reproduce this detail <br />V-36 <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />CONCRE <br />PLACED 1 <br />ARD <br />1-101. DIAMETER ROCK PLACED <br />AROUND AND TO THE TOP OF <br />CONCRETE BLOCKS <br />GRATE <br />WIRE SCREEN HAVING 0."-IN. OPENINGS <br />PLACED AROUND THE CONCRFTF BLOCKS <br />PLAN VIEW <br />CONCRETE BLOCKS STACKED <br />ONE (1) OR TWO (2) <br />LAYERS HIGH <br />WIRE SCREEN TO PREVENT i <br />THE MOVEMENT OF ROCK <br />OVERFLOW <br />1-IN. DIAMETER ROCK PLACED <br />AROUND WIRL SCREED! <br />METAL <br />STAKE <br />WIRE SCREEN HAVING O.S-IN. OPENINGS THAT <br />IS SECURED TO METAL STAKES <br />PLAN VIEW <br />METAL RE SCREEN <br />STA�z< <br />MINIMUM OF <br />12-IN. <br />SEEPAGE 1 i It32A I I <br />l ` 6-IN. <br />SECTION A — A SECTION B— I3 <br />1. THESE BARRIERS SHOULD BE INSTALLED ONLY WHERE "SUMP' CONDITIONS EXIST IN <br />ORDER TO MINIMIZE DIVERSION OF RUNOFF WATERS ONTO DOWNSTREAM <br />STRUCTURES. <br />2. ROCK BARRIERS AROUND CONCRETE BLOCKS CAN BE INSTALLED ON PAVEMENT OR <br />BARE GROUND. <br />ROCK F ARRIER D FOR AREA DRAII` 0 <br />Figure V-13: Illustration of Rock Barriers around Area Drains <br />Permission is given Iry HydroDyriamics Incorporated to copy and reproduze this detail <br />V-32 <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />a <br />lip adb <br />w <br />z <br />>3 <br />5 lie <br />I <br />e <br />��(L <br />j" <br />o u <br />a U. <br />(14 <br />Ws <br />s <br />2 <br />Ln <br />6 <br />LU <br />a <br />Z 12 <br />ate• <br />Ir'2 <br />tu-3, <br />tnyzyJg kN- qg <br />ri <br />- .I <br />2 <br />I <br />U.Qrwfi ea $ 3 <br />Ix <br />.3 <br />MUM <br />{ -. ;g <br />� <br />"I;S� <br />I <br />�s1 <br />s• <br />A <br />n 5001i :1 FQ js <br />� z U??93Wawt <br />a y <br />I I <br />GTg? <br />t~y <br />-°r�?tiP <br />Z .=ry ci •f ei air Ciw <br />Figure V-9: Illustration of Installing a Floating Turbidity Barrier <br />V-24 <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />UP TO 6 FEET APART FOR TYPE 3 <br />UP TO 14 FEET APART FOR TYPE 4 <br />24-LIN, <br />WK HEIGHT <br />BACKFILL TRENCH <br />FABRIC MATERIAL MUST BE <br />SECURELY FASTENED TO THE <br />POSTS OR (IF USED) TO THE <br />WIRE MESH <br />WOOD OR STEEL POST <br />INSTALLED BEFORE <br />COMPACTING BACKFILL <br />MATERIAL \ <br />RUNOFF <br />FABRIC MATERIAL <br />WHEN FABRIC IS INSTALLED IN <br />A TRENCH WITH COMPACTED <br />SOIL, ANCHORS CAN BE <br />ATTACHED TO REDUCE THE <br />POTENTIAL OF "BLOWOUTS" <br />(NOT NEEDED IF -SLICING- <br />METHOD IS USED) <br />STEEL OR WOCaGi <br />POSTINSIALLED <br />AFTER COMPACTION <br />OF "SLICE" <br />SLICING METHOD <br />ATTACHING TWO SILT FENCES <br />WHEN TRENCHING IS USED <br />PLACE THE END POST <br />OF ONE FENCE INSIDE <br />THE END POST OF THE <br />OTHER FENCE <br />ROTATE BODi POSTS <br />AT LEAST 180 <br />M <br />DEGREES IN A <br />CLOCKWS: DIRECTION <br />TO CREATE A TIGHT <br />SEAL VATH THE FABRIC <br />FABRIC MATERIAL MUST BE PLACED IN A 6-1N. <br />MATERIAL <br />x 6-IN. TRENCH WITH A -L- SHAPE BEFORE <br />DMECTION OF RUNOFF WATER <br />BACKFILLING AND COMPACTING THE SOIL. <br />DRIVE BOTH POSTS <br />i ABOUT 12- thl. INTO THE <br />TRENCHING METHOD <br />GROUND AND BURY THE <br />RAP IN A TRENICH <br />02oat <br />SILT FENCE BARRIER INSTALLATION <br />Permission is given by HydroDynamics Incorporated to copy and reproduce: this detail <br />V-7 <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />Figure V-14: Illustration of a Frame & Filter Barrier for Area Drains <br />Permission is given by HydroDynamtics Incorporated to copy and reproduce, this: detail <br />V-34 <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />CONTAINMENT BERM CAN BE CONSTRUCTED FROM POND BOTTOM MATERIAL <br />EXCAVATED TO CREATE AN AVERAGE POND DEPTH OF AT LEAST 30-IN. <br />WHEN MEASURED FROM THE RIPRAP DEPRESSION LOW POINT. <br />OVERFLOW AND <br />TREATED RUNOFF <br />G, SEDIMENT -LADEN I MIXTURE OF 6- TO 12-1N. <br />RUNOFF WATER l DIAMETER RIPRAP MATERIAL <br />We <br />L <br />�EON11RANCE TO POND MUST BE 6-IN. <br />WER THAN `COP OF OUTLET STRUCTURE <br />PLAN VIEW <br />MINIMUM OF 6-1N. <br />DEPRESSION FOR OVERFLOW <br />6 FT. <br />MINIMUM <br />MINIMUM 6.0-IN, FREEBOARD <br />+' 24-IN. <br />MINIMUM <br />OUTLET VIEW <br />1, CONTRIBUTING AREA MUST NOT BE LARGER THAN 5,0 ACRES. <br />2. NOT EFFECTIVE FOR REMOVING FINE LOAM/CLAY PARTICLES <br />SUSPENDED IN RUNOFF WATERS. <br />3. ONCE THE POND IS FULL, INFLOW RATES WILL EQUAL OUTFLOW <br />RATES. <br />SINGLE CHAMBER SEDIMENT CONTAINMENT SYSTEM <br />11/031 <br />Figure IV-13: Illustration of a Single Chamber SCS <br />Permission is given by HydroDyntmtica Incorporatedto copy and reproduce this. detail. <br />IV-29 <br />' I <br />to <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 W <br />v <br />�'^ •'rfiiii <br />r. <br />1 REMOVE <br />SAR <br />SIDE VIEW INSTALLED <br />¢yl?ooa a <br />INLET INSERT SEDIMENT CONTAINMENT SYSTEM <br />,z <br />Figure V-18: Illustration of an Inlet Insert Sediment Containment System <br />Permission is given by HydroDymamics Incorporated to copy and reproduce this detail <br />V-42 <br />STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 <br />s-rr-rr-�-s-r-r�-o-s-+r-i-w-+s-m`• <br />t <br />• <br />A • w • ! • • • ! • • • • w • • • • • • i • i <br />�,••+!!!w•! • • w •+w•!ww•!•ww#•!•N••+•+++s••!• <br />�•�!�•*wr! �w�•r•�l�t►*w�w�,I�il�la•#•a!`s <br />••w+www!!+ • • • it++!•!•!•!!l+l+�f•++lw+•!r!•• <br />y <br />#!`�,1+••l+ilk• <br />• <br />s <br />A "A <br />t a <br />Figure V-19: Illustration of a Soli Tracking. 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