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CD <br />a <br />0 200 400 APPROXIMATE LOCATION � <br />/ <br />loo � <br />OF SILT FENCE - \%// <br />FEET• / `r <br />SCALE:1 "=200' `' <br />• <br />• <br />• <br />• <br />loVitr <br />�`'\r f-' �. APPROXIMATE LOCATION OF <br />• / FLOATINGTURBIDITY <br />BARRIER ..."(TYP) <br />A <br />r' . • APPROXIMATE LOCATION OF <br />APPROXIMATE • • � FLOATING TURBIDITY <br />LOCATION OF _,- `' �' /` EASTERN PROJECT BARRIER (TYP) <br />SILT FENCE` • FOOTPRINT <br />l� •/ • / APPROXIMATE LOCATION <br />i `-- ' • / • � APPROXIMATE LOCATION OF OF STAGING AREA <br />•/ ` FLOATING TURBIDITY <br />et • BARRIER (TYP) <br />;% INDIAN RIVER <br />WESTERN PROJECT <br />FOOTPRINT <br />MICROSOFT BING MAPS - POST HURRICANE MATTHEW ( 2017) <br />%`• <br />SPACING OF POSTS <br />TO BE 8.10 FEET APART FILTEFUAL c <br />MATERIAL <br />•� <br />.••••� ••• <br />M. ..1, FOR ADDITIONAL STRENGTH <br />iiiiill::::� FILTER FABRIC MATERIAL CAN <br />BE ATTACHED TO A 64NCH (MAX) <br />(•••. MESH WIRE SCREEN WHICH HAS <br />./•,,,,-...,,,. \\`•\ BACKFlLLED TRENCH BEEN FASTENED TO THE POSTS <br />FILTER FABRIC <br />MATERIAL <br />SECURELY APPROXIMATELY ATTACHING TWO SILT FENCES <br />FASTENED TO THE 8 INCHES OF <br />POSTS FILTER FABRICWOOD <br />EXTRA STRENGTH <br />NEEDED WITHOUT <br />STEEL OR <br />WOOD POST <br />• <br />• •• <br />�- <br />��1,i• <br />II11llrp <br />FILTER FABRIC <br />WIRE MESH SUPPORT <br />- <br />o <br />:• <br />•• •• <br />// 1111 <br />11.II.-11.11 <br />•11.1. <br />If <br />_ <br />I <br />.��re,�1111.1. <br />iii �, <br />/II <br />IiII <br />`` <br />10. MAX. S•ACING <br />WIRE SUPPOORT <br />WIR SUPPORT <br />O <br />q <br />=0W <br />FLOW <br />WITH <br />WITHOUT <br />FENCE <br />PONDING HT. <br />PONDING HT. <br />STEEL OR <br />POST <br />36 HIGH MAX, <br />FILTER FABRIC <br />ATTACH SECURELY <br />TO UPSTREAM <br />SIDE OF POST <br />OR IF USED <br />THE WIRE MESH MATERIAL MUST • •Mr D PLACE THE <br />TREENDNCH NTDB OF HEST <br />TRENCH AND BE OF THE <br />ANCHORED SECOND <br />WITH _FENCE <br />-111I♦ <br />12. <br />II -1I= <br />-II <br />11=11INSIDE <br />1=11 <br />11= <br />R. II <br />11= <br />II11- <br />,:4T <br />RUNOFF (RECOMMENDED) <br />STORAGE <br />11=11=1 <br />.11=11 <br />_ S II=11=11. <br />- 1=11- <br />'ll -II=1 <br />I- =11=11 17 <br />II 4' Ir <br />-II• WITHCOMPACTED <br />II BACKFILL <br />HT. <br />11-11= <br />11=1 <br />=1 <br />11=1 <br />11= <br />MIN. I=1 <br />II= <br />I <br />11= <br />u <br />�' <br />=�= <br />I_".�/ II - <br />/ I-II <br />11=11= <br />=11 11=11 <br />11=%.II_ll_- <br />II 11=11 <br />II- 1 -II= <br />I I. <br />III <br />L <br />COMPACTED <br />THE <br />BACKFILL ROTATE BOTH END POST11= <br />�\ MATERIAL POSTS AT LEAST OF THE <br />WOOD OR \ AC DEGREES IN FIRST FENCE <br />STEELPOST \ ACLOCKWISE <br />DIRECTION TO <br />RUNOFF -11!.74. CREATEATIGHT <br />SEAL WITH THE <br />V.�'�'T 41 f. FABRIC <br />MATERIAL <br />10 INCHES %\\�����\ DIRECTION OF RUNOFF WATERS <br />(MIN) ' \ \y ., APPROXIMATE 1 1NOTES: <br />STANDARD DETAIL - <br />ALTERNATE DETAIL, <br />TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL <br />1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE <br />SEDIMENT WHEN NECESSARY. <br />2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT <br />CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. <br />3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING <br />EFFICIENCY. <br />INSTALLING A FILTER <br />�` ��';��, 4 -INCH BY `pRNE BOTH <br />�/ <br />` <br />TRENCH 10It�ICHE80� <br />INTO THE <br />GROUND AND <br />BURY FLAP <br />INSTALLING A FILTER <br />FABRIC SILT FENCE <br />FABRIC SILT FENCE <br />/'1K]NSE <br />7175 Murrell Road <br />Melbourne, Florida 32940 <br />321-242-4942 <br />FBPR Certificate o1 Authorization No. 24 <br />IER <br />DEMOLITION AND FISHINGABASSO DEBRISREMOVAL <br />INDIAN RIVER COUNTY <br />BMP PLAN VIEW AND DETAILS <br />OF <br />VER <br />C �G <br />'< <br />* f `� <br />441,0R10 <br />'10B 100055899 <br />VCFILE <br />3 <br />tT NUMBER <br />C_500 <br />KENNETH <br />ETHU opo <br />UC. NO. 81687 <br />