STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013
Spacing of Posts: FABRIC MATERIAL WHEN FABRIC IS INSTALLED IN A TRENCH WITH COMPACTED Up to 6 feet apart for Type 3 SOIL, ANCHORS CAN BE Up to 10 feet apart for Type 4 ATTACHED TO REDUCE THE POTENTIAL OF "BLOWOUTS" (NOT NEEDED IF "SLICING" METHOD IS USED)
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BACKFILL TRENCH STEEL OR WOOD POST INSTALLED AFTER COMPACTION OF "SLICE" FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE WIRE MESH
WOOD OR STEEL POST INSTALLED BEFORE COMPACTING BACKFILL "ATERIAL ~
COMPACTED ISLICING METHOD I BACKFILL MATERIAL ATTACHING TWO SILT FENCES RUNOFF WHEN TRENCHING IS USED PLACE THE END POST OF ONE FENCE INSIDE THE END POST OF THE OTHER FENCE
ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC FABRIC MATERIAL MUST BE PLACED IN A 6-IN. MATERIAL x 6-IN. TRENCH WITH A "L" SHAPE BEFORE DIRECTION OF RUNOFF WATER BACKFILLING AND COMP ACTING THE SOIL. DRIVE BOTH POSTS ABOUT 12-IN. INTO THE • • • GROUND AND BURY THE ITRENC HING METHOD I ------FLAP IN A TRENCH © 2001 Hydroo}~~~'"' SILT FENCE BARRIER INS TA LLATION 11 03 Figure V-2: Illustration of a Silt Fence Barrier
Permission is given by HydroDynamics Incorporated to copy and reproduce this detail
V-7 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013
Approved Ntemate FOOT TYPE Ill Silt Fence System State of Florida Erosion & Sediment Control Designer & Reviewer Manual
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REPAIR DETAIL ATTACHING lWO SIILT FENCES WHEN TRENCHING IS USED Black Band ~ - 6'MAXO.C. ~ FI.ICETI£ENOPOST z OF ClN: FENCE IGOE ~ ' Tl£ EHO POSTOf Tl£ r ~ OTMERF£HCE 2'·6" ~ . ~ 2'~ ~ 38'f/IIJif/CaeAF z ' ~ ' I ~ ------'~'- ~ lj ROTATE IOTWPOST ~ ' ATI.EAST1«J""A. 1'-6' ~ '"'""' ~ Ct
lliUIII;IlOTMPOST'S AIIOUT12.tiii!OTHE GAOIN)I>WJIIJRY'I!tE ' ' ' RAP IN ATRENCH Silt Fence - Priority 2 - Black Band ------
SILT FENCE BARRIER INSTALLATION
lualrallon o1 a Sl Fence BM1er
Figure V-3: Illustration of Silt Fence Priority 2 – Black Band
V-10 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013
Approved Alternate FOOT TYPE IV Silt Fence System State of Florida Erosion &Sediment Control Designer &Reviewer Manual
llOIIIll«lSlRIP ( l'xl'x ~·) 10'(1YP)r
F..-;TQBEU'NJIJVEGR(XJNO l'tTTH 'r IN TRENCH OR SUCI«l l MElHOO Nl' 'l.V
REPAIR DETAIL ATTACHING 1WO SIILT FENCES WHEN TRENCHING IS USED Green Band 4'MAXO.C. ', , , PlACE 1l£OOPOST rl OfONEFB«::i:IGOE 1l£Et«> POST Of 1l£ 2'·6' I ontERFEHCE ~ 2'.(1' ~ ,...... ,_ ~ ~ ~ ~ ~ r~~ ~ ~ ~~-- ~ ~ ~ ROTATE BOTH l'(lST ~ ,,_, ATLEASTtiO' tU. 1'-€' , , ', , Q.OCIMISEDIO£C110tl .~ TOCREATEAllOHT , ' : , L ~ ~I.I)I«;WQtDQT((W() 9!".11. WITH THE FASAIC MATERIH. FRONT ELEVAT10N
llftCTlON Of RUNOff WATER
' ' ' DRJ'IEABOOT12.ffllTOTHE BOTH POSTS GROUCIAt«>IIUI!YllE flAP .. A TRENCH BEL TED SILT RETENTION FENCE (BSRF) Priority 1 - Green Band ------
SILT FENCE BARRIER INSTALLATION
·-ol· Sil Fence-
Figure V-4: Illustration of Belted Silt Retention Fence – Type IV Priority 1
V-13 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013
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EXTEND ENDS OF FIBER LOGS ENOUGH TO PREVENT RUNOFF --_:::...~----;;---:-..:: • . b FROM FLOWING AROUND THE ENDS WHEN BARRIER IS INSTALLED BEHIND A SIDEWALK OR CURB, FIBER LOG DOES NOT INSTALL 8-IN. LONG METAL HAVE TO BE PLACED STAPLES FOR ADDITIONAL WITH IN A TRENCH REINFORCEMENT SIDEWALK OR ~--1-IN. X 2-IN. ---..__ WOODEN STAKE CURB BACKFILL AND COMPACT SOIL .. 4-IN. ... f FIBER LOG BARRIER FOR INDIVIDUAL LOTS Figure V-5. Illustration of Fiber Log Barriers for Individual Lots Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-15 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 CONTAINED RUNOFF WATERS ·'------ . ~ ;------..------; TOP HELD IN PLACE ------~ , BY HOG RINGS OR ______STAPLES J------·------ ------~------~------APPROXIMATELY 12 -lt\1 . GEOSYNTHETIC FABRIC MATERIAL WRAPPED AROUND PLAN VIE W SAND AND/OR ROCK 1.0-TO 1.5-IN. DIAMETER ROCK BARRIER SECTI ON CUT SLITS IN FABRIC OF THE ROCK BARRIER SECTIO FOR DRAINAGE SAND OR ROCK MATERIAL SAND FILLED FRONT VIEW SECTION SIDE VIEW TOP HELD IN PLACE CUT SLITS IN FABRIC OF THE ROCK BY HOG RINGS OR BARRIER SECT! N FOR DRAINAGE STAPLES 8- TO 16-IN. t GEOSYNTHETIC FABRIC MATERIAL WRAPPED AROUND SAND AND/OR ROCK BACK VIEW NOTE: PLACE AT LEAST ONE 3-FT. WIDE ROCK SECTION AT A LOW POINT FOR DRAINAGE OF CONTAINED RUNOFF WATERS CONTINUOUS BERM BARR IER 11 /03 Figure V-7: Illustration of a Continuous Berm Barrier Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-19 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 IF A GEOSYNTHETIC FABRIC MATERIAL IS USED, IT MUST BE STAPLED SECURELY TO THE GROUND GEOSYNETHETIC FABRIC MATERIAL MUST BE PLACED IN A TRENCH AND BACKFILLED A PLAN VIEW RIGID BARRIER OR FOAM PAD WRAPPED WITH A GEOSYNTHETIC FABRIC MATERIAL FABRIC MATERIAL STAPLED IN A 3- TO 6-IN. TRENCH SECURE BARRIER AND ABRIC MATERIAL IN GROUND BY STAPLES STAPLE SEC TI ON A-A GEOSYNTHETIC BARR IER IN STA LLATION 11 03 Figure V-8: Illustration of a Geosynthetic Barrier Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-21 iueV9 Illustration ofInstal V-9: Figure TOP TENSION ME.MBERSt/16" GAI.V COATEDCABLE NiNNIM O.al.V1Hii. 8lES ,GALVS HACKLETONE XTSAAFtER. OPTIONAL PVC tl.OTTEO TUBEcelNNE<:~ GAlV SHI\CKI.tS lO STRSSSPLATl:S MIN seot.PVC<..O\'ERfOBARRERFABRIC 2013 JULY EDITION: LATEST MANUAL; REVIEWER & DESIGNER E&SC FLORIDA OF STATE SEAl. Wn1 METIL STRCNG8ACK~ fl.OAT· MIN I" POLY ClOSED<.'lL FOA.MSEALED IN FABRIC SEE HOTE.c SEALED TO FOFtM E~VEI.OPE.S~T & CtW"t f1EM LOCKING T..:>GGlEO; NYI.ONUNE FI,.(..AT•MIN. 6" POl.Y ClOSEO.c.EU FOAU ..E AtE O IN FA9fU: D D 8AUA$T,e0n"OM TE..~SK."IN:$118" GlllVCtWN 1.' 'f't.M ! B.AUAST: 1U" GAI..VCt\AIN NOTES: ~~LV$ .HACKl£ TO NEXT BARRIER. Cl-¥oiNCc»•fJLETEl.Y EHCASEOIN PVC FABRIC LEGEND: D = OVERALL DEPTH GALV SHACKlES TO All.NINIJM S:TA:e.S:; P\.ATE$ 1. DRAWING NOT TO SCALE CHAlNCOMPLETE\.Y ENCASED iNPV<;FAQR!C lin 2. BARRIER MUST HAVE A MINIMUM 4" FREEBOARD 3. FLOATS. LACING GROMMET STRIP AND BALLAST CHAIN SEALED IN BARRIER FABRIC g aFloating TurbidityBarrier 4. VERTICAL SEALS BETWEEN FLOAT SEGMENTS TOP TEN$!0.'1 MEMO(R: $116" OALVCOA T EO CABlE I.!INMUI.t G~Vlrlr!eLE' G.Al.VSHo\CKLETOHElC18ARRIEft 5. OVERALL DEPTH TO BE SPECIFIED BY ENGINEER OAI.V SHACKLES TO STRESS PLATES 6. BARRIER TYPE AND DEPTH TO BE IMPRINTED ON FLOAT, MIN. 2 1N LETTERING FLOAT:MIN, t• POlY Ct.OSEQ.(;ELL FOMt f EAlEDIN fABRIC \ '11)VfN GEO fll. TER Fo\S:t!C S~ INTO SKIRT.r.liNMJM ~.,_Of6EI.O'N"""'TEI~E SKIRT) 7. 18 OZ. PVC COVERED BARRIER FABRIC MINIMUM V-24 8. CONNECTIONS BY LACING GROMMETS, SLOTTED TUBE OR UNIVERSAL ALUMINUM CONNECTOR 9. FLOTATION SIZED FOR SKIRT DEPTH/WEIGHT t,~ 14at PVC COVER€0 &ARRSERI'AeAJC :::.~ TO FOi'JA EIW'Et.OPE, ROPe: t-E.M& CHAINHI:M, jPVC_ BCRDERAROl.NDG£0'/¥0VENFA9RIC FA8AfC OOUBL£-WRAPPEO A.ROUND POST AT JOiNT TO PRE','ENT GAPP~NG POST AT LEAST 18'" INTO GROUNO ~ 6' MAX.----' <:0\I..V SHACKLET O NEXTB ARRIER:, GN.,.V$HACKlES TOAUJMIMJN STRE~":PlATES CHAINC0'.4PLE Y'E:I.Y ~"'CACEOINPVCfA BPJC ~--~~~=~~i ~--- u r u STAKED TUR BIDITY BARRIER 2012 FOOT Design Standards 1 1 Sheet no 1 of2 TURBIDITY BARRIERS iueV1:IllustrationofInst Figure V-10: WORKZO NES 2013 JULY EDITION: LATEST MANUAL; REVIEWER & DESIGNER E&SC FLORIDA OF STATE 12" MIN. TIOI.L CURRENT NOTES: I allin 1. TURBIDITY BARRIERSARE TO BE USEDI N All PERMANENT'soOIES OF WATER,REGARDLESS OF WATER DEPTH SHORe ANCHOR 2. TURBIDITYBARRIERS SHALL NOTBE INSTALLED PERPENDICUlAR TO THE MAIN g aFloatingTurbidity Barrier FLOWOF A SIGNIFICANT BODYOF MOVING WATER 3. IN AREAS OF TIDAL FLOW, PlACE BUOYEDANCHORS ON OPPOSITESIDES OF THE SINGLE ANCHOR BARRIERTO PREVENTBARRIER FROM OVERRIDING ANCHOR ON TIDE CHANGE V..1TH BUOY 4. DO NOT ANCHOR FROMBOTIOM HEM 5. BARRIER MUST MAINTAINA MINIMUM41NCH FREEBOARD V-25 EXAMPLES OF TIDAL, SINGLE DIRECTION 6. ANCHOR SPACING NORMALLY100FT. MAY NEED 50FT SPACINGOR lARGER ANCHORSI N AREAS OFHIGHER CURRENT FLOW AND CALM WATER INSTALLATIONS 7. SHOREANCHORS SHALL BE OF SUFFICIENTSIZE, WITH DEADMAN,I F NEEDED 6. KEEP CHAIN HEM MINIMUM 1 FT OFF BOTIOM AT LOW TIDE 9. DESIGNOF BARRIERAND ANCHORSYSTEMS SHALL BE IN ACCORDANCEWITH MANUFACTURER'SSPECIFICATIONS THAT MEET OR EXCEEDTHIS FOOTSTANDARD 10. LIGHTEDBUOYS SHALL BE USED TO MEET REGUlATORY STANDARDS 11. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF STANDARDSPECIFICATIONS. ANCHOR SYSTEM CALM WATER BARRIER CURTAJN 18# MIN. GALV. DANFORTH·TYPE ANCHOR 2012 FOOT Desian Standards Sheet no 2of2 TURBIDITY BARRIERS STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 Approved Altemate FOOT - Staked Turbidity Barrier State of Florida Erosion & Sediment Control Designer & Reviewer Manual Belled Silt Retention Fence (Priority 1) I!OIO!HJSTRIP (1'zt'zU') ID'(TYP)r F.....CTOIE>c"._,C)IO)OJN> MTli ·r11 TRBtal ORaJCNJ l UElliOO Nr REPAIR DETAIL AIT ACHING lWO SIILT FENI);S vniEH TRENCHING IS USED , Green Band , : - •·MAXo.c. - ~ I'V()Ell£901'011l , , ClfOIEI'BOC:ENSIOE , , ~ 11£ EJrl) POST Of Tl£ 2'~r ' I . 2'.(1' , r~, "'""'"""" , I , ·-- , , , ~ , , 1'~ ...... 1% , , L : "--•IDilWXDPIXT(CIM) FRaff ELEVATION BEL TED SILT RETENTION FENCE (BSRF) Priority 1 - Green Band STAKED TURBIDITY BARRIER INSTALLATION •-aoSiobdTubiclly8a!rior Figure V-11: Illustration of Staked Turbidity Barrier (Belted Silt Retention Fence) V-28 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 1-IN. DIAM ETER ROCK PLACED 1- IN. DIAMETER ROC K PLACED AROUND WIRE SCREEN AROU ND AND TO THE TOP OF CONCRETE BLOCKS CONCRETE BLOCKS PLACED AROUND THE AREA DRAIN B \ B t A-- METAL< STAKE ~~~~~Jf~·~E~r-t ·~~. :; ...... ·:· : .... .--.""•·.J"-'-J"'V . : . WIRE SCREEN HAVING 0.5-IN . OPENIN GS THAT A - ___J IS SECURED TO ME TAL STAKES WIRE SCREEN HAVING 0.5-IN. OPENINGS PLAN VIEW PLACED AROUND THE CONCRETE BLOCKS PLAN VIEV\/ WIRE SCREEN CONCRETE ~LOCK S STACKED ONE (1) OR TWO ( 2) LAYERS HIGH WIRE SCREEN TO PREVEN T THE MOVEMEI\I T OF ROCK // /' MINIMUM OF ~~~~~'t SEEPAGE I I I I v v__ 6--I---,N. SEC TION A- A SEC TI ON B- B t 1. rHESE BARRIERS SH OULD BE II\! STALLED 01\J L Y WH ERE " SUMP " CONDITIONS EXIST 11\1 ORDER TO MIN IMIZE DIVERSION OF RUNOFF WATERS 01\JTO DOWNSTREAM STRUCTURES. 2. FWCK BAF~R I ERS AROUND COI\ICRETE BLOCKS CAN BE INSTALLED ON PAVEMENT O F~ BARE GROU I\JD. ROC K BARRIERS FOR AR EA DRA INS, o:; Figure V-13: Illustration of Rock Barriers around Area Drains Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-32 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 MANHOLE COVER BARRIERS MUST CREATE AND MAINTAIN A GAP HAVING A WIDTH AT LEAST EQUAL TO THE CURB A CURB THROAT OPENING ROCK OR OTHER POROUS MATERIAL A RIGID BARRIER TO PREVENT MOVEMENT OF ROCK OR OTHER POROUS MATERIAL PLAN VIEW RIGID BARRIER TO PREVENT ROCK OR OTHER MOVEMENT OF ROCK OR OTH ER POROUS MATERIAL POROUS MATERIAL OVERFLOW .· I PAVEMENT \ Ulilll ~SEEPAGE SECTION A-A 1. RIGID BARRIER MUST HAVE OPEN INGS TO ALLOW FOR PERCOLATION OF RUNOFF 2. PLACE BARRIERS IN FRONT OF INLETS ONLY WHERE SUMP COND ITIONS EXIST. 3. THE GAP WIDTH MUST BE AT LEAST EQUAL TO THE CURB THROAT OPEN IN G. 4. THESE STRUCTURES MAY CAUSE ASPHALT DAMAGE DUE TO WATER SEEPAGE INTO JOINTS. CURB INLET SUMP BARR IER modified 8/ 06 Figure V-15: Illustration of a Curb Inlet “Sump” Barrier Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-36 Figure V-19: TT FFOIAES EINR&RVEE AUL AETEIIN UY2013 JULY EDITION: LATEST MANUAL; REVIEWER & DESIGNER E&SC FLORIDA OF STATE PLACE TWO OR MORE SETS OF SAND BAGS IN A MANNER THAT RESULTS IN MAXIMUM SUPPORT. THE FLOW LINE Illustration ofaCurb BAG MUST BE LOWER THAN THE TOP OF THE CURB. Permission isgiven byHydroDyn SIDEWALK ®INLET nd GutterSedimentContainment System am ics In ics V - corporatedcopy to reproduceand this detail 40 SEDIMENT LADEN FLOWS FLOOD FLOWS DEPOSTION ZONE STREET GRADE SPACING (%) (FT.) 0.5 100 NOTE: FILL SAND BAGS ABOUT 2/3 FULL 1.0 50 2.0 25 BEFORE PLACING IN THE GUTTER 3.0 16 4.0 13 5.0 >'OO 10 ~ 20lll Hyd~&(cs CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM 11/0 3 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 Permission is given by HydroDynamics Incorporated to copy and reproduce this detail ENING BARRIER ~--REMOVAL BAR REMOVAL BAR ---CURB OPEN ING . ·: "' I> .,· ·. t> . v I> ' SIDE VIEW INSTALLED INLET INSERT SED IME NT CONTA IN ME NT SYSTEM 12 04 Figure V-18: Illustration of an Inlet Insert Sediment Containment System Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-42 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 ,_,.______50-FT. MINIMUM------. 6-IN. MINIMUM FILTER CLOTH SIDE VIEW 2- TO 4-IN. ROCK EXISTING GROUND (NTS) . 4 ·., • . .. •• • •• •4 •• J ..------12-FT. M I N I MUM------<~ 6-IN. MINIMUM 2- TO 4-IN. ROCK SECTION A-A (NTS) SO IL TRACK ING PREVENTION DEVICE Figure V-19: Illustration of a Soil Tracking Prevention Device Permission is given by HydroDynamics Incorporated to copy and reproduce this detail V-44 Figure V-20: ROCK 2013 JULY EDITION: LATEST MANUAL; REVIEWER & DESIGNER E&SC FLORIDA OF STATE FILLED CELLULAR CONFINEMENT SYSTEM INSTALLED ON A SLOPE VV'ITH THE CELLS FILLED WITH TOPSOIL, ROCK, OR CONCRETE DIRECTION OF EXPANSION A A Illustration ofuses Permission isgiven byHydroD TEMPORARY OR NONWOVEN GEOTEXTILE PERMANENT ANCHOR ...._------~:::..TEMPORARY OR PERMANENT ANCHORS for CellularCo SOIL FILLED ynamics SLOPE PROTECTION SYSTEM CONCRETE FILLED V- CELLULAR CONFINEMENT SYSTEM In corporated to 46 INSTALLED IN A CHANNEL OR ~~~ l DITCH VV'ITH THE CELLS FILLED ----i 1----- WITH TOPSOIL, ROCK, OR CONCRETE nfinement Systems 3-IN TO 8-IN copyreproduceand this detail ll!l!l!lll!l!l!ll I I I 11 NONWOVEN 7 ~ ~ WATERLEVEL GEOTEXTILE SECTION A- A 1. ALL SYSTEMS MUST BE PROPERLY DESIGNED BY A QUALIFIED NONWOVEN PROFESSIONAL. PERMANENT GEOTEXTILE ANCHORS 2. SYSTEMS MUST BE ANCHORED TO RESIST SLIDING DUE TO GRAVITATIONAL FORCES AND/OR FLOWS. CHANNEL PROTECTION SYSTEM 3. WHEN DESIGN REQUIRES, INSTALL GEOTEXTILE MATERIAL ALONG ALL INTERFACE AREAS WITH GROUND CONTACT. ~ 200 1 H)"droD~'/iii<• CELLULAR CONFINEMENT SYSTEMS J/01