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-INSTALL SILT FENCE 4 NOTES: CHEVRON j D4 7) THE LENGTH OF EACH REACH OF SILT FENCE IN NO CASE SHALL EXCEED 500' USE GRAVEL BAG CROSS FABRIC SECTION B GRAVEL BAGS ' TAMPED BARRIERS SPACED PEP. TABLE 1 AT RIGHT (SEE NOTES 6,7 & 12)� ` HOG RING PER PLAN— BACKFILL 4 TIE WIRE 7.5' I T 2) THE LAST B'-0" OF EACH REACH OF FENCE SHALL BE TURNED UP SLOPE PEP, DETAIL DA STAKE 8-, BENCH 7_5� � • of ��-- 3) STAKE DIMENSIONS ARE NOMINAL. / 4) DIMENSIONS MAY VARY TO FIT FIELD CONDITION. STAKE A FABRIC `—STAKE y NI 6-! 5) STAKES SHALL BE SPACED AT 8'-0"MAXIMUM AND SHALL BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 1 FABRIC SECTION A- 6) JOINING SECTION STAKES TO OVERLAP AND FENCE FABRIC TO FOLD AROUND EACH STAKE ONE FULL TURN. (SEE NOTES 6, 7 & 12) i 30 3 SECTION A-A SECURE FABRIC TO STAKE WITH 4 HOG RING TIES. JOINING SECTION DETAIL (TOP VIEW) HOG PING TIE DETAIL 4 _-- 7) JOINING SECTION STAKES SHALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIAL FLOW-THROUGH OF PA UNPAVED VED SEDIMENT AT JOINT. THE TOPS OF THE STAKES SHALL BE SECURED TO EACH OTHER WITH WIRE TIES TO GRADIENT SURFACE SURFACE PREVENT SEPARATION. -�, 7%-3% 200 250 8) FOR END STAKES, FENCE FABRIC SHALL BE FOLDED AROUND TWO STAKES, ONE FULL TURN AND SECURED 45• 39—s9 150 200 TABLE 7 WITH 4 HOG RING TIES. --i 59-79 loo 150 CROSS BARRIER �- 9) A MINIMUM OF 4 HOG RING TIES PER STAKE SHALL BE UTILIZED. DIMENSIONS SHOWN ARE TYPICAL. SLOPE OF BENCH/ROA T Z" x 2" WOOD STAKE PLAN 7� 9,-9% 50 100 �_ SPACING (FEET) (SEE NOTE 3) 9%+ 25 50 1 10) CROSS BARRIERS SHALL BE SPACED PER TABLE 1 AT RIGHT _09" 1 __100 FABRIC GRAVEL BAG CHEVRON DETAIL 7.07< s s 1.5% _75 (SEE NOTE B) i1) MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER TO ENSURE THAT SEDIMENT REMAINS �-- BEHIND THE SILT FENCE. 7.5%< 5 S 2.09, � 50 I A NTS D4 2.0%< S 52, 50 12) JOINING SECTIONS SHALL NOT BE PLACED AT SUMP LOCATIONS. I S5%< 5 S 3.0% 40 BENCH 13) GRAVEL BAG ROWS AND LAYERS SHALL BE OFFSET TO ELIMINATE GAPS F- END STAKE SECTION DETAIL 3.0%< 5 S 5.0% 30 (TOP VIEW) OPTIONAL 14) SILT FENCE FABRIC SHALL BE BURIED IN A TRENCH 6-INCHES WITH 6-INCH RETURN, AND SHALL BE r 5.0%< S 25 / BACKFILLED PER SECTION B-B, TO PREVENT SILT FROM UNDERMINING/BYPASSING FENCE FABRIC. INSTALL FIBER ROLLS PER 15) IN FLATTER SLOPE AREAS ADDITIONAL GRAVEL BAGS MAY BE REQUIRED TO MAINTAIN 72"' MIN SILT STORAGE — D4 i BEHIND CROSS BARRIER. x y � I m I WI W � a HYDROSEED- a pl BENCH oI BENCH U) �` i Z BENCH tjI Ll LLPER PLAN I BENCH- x� n l (�' TOE OF SLOPE ^' TOE OF SLOPE m SILT FENCE ADDITIONAL (SEE NOTE 75 SLOPE RATIO H I GRAVELBAGS \`4{� SILT FENCE-' 2:7 7.5- 2.5:7 6.0' 31 5.0' SILT FENCE INSTALLATION DETAILS (STEEL STAKES) FIBER ROLL SPACING 2 GRAVEL BAGS NTS D4 (2-LAYERS HIGH) STAKE STAKE 2" x 2" WOOD STAKE SETBACK VARIES NpTES: (SEE NOTES 3 & 5) �i (SEE NOTE 4) 1) FIBER ROLL INSTALLATION A7 BENCH SHALL BE A MINIMUM OF 12"ABOVE BENCH FLOWLINE, UNLESS SILT FENCE IS 3/4"x 3/4"x 24" MIN \� SPECIFIED AT THAT LOCATION. LENGTH WOOD STAKES CROSS AT MAX 4' SPACING / BARRIER', SILT FENCE- -END STAKE SILT FENCE- END STAKE /-8" TO 10"0 1 GRAVEL BAGS FABRIC '� - T 2) A 3" DEEP TRENCH, THE WIDTH OF THE ROLL, DUG PER SLOPE ROLL { (SEE NOTE 2) q/ +SEE PLAN LOCATION SHALL "NEST" THE STRAW ROLL SO AS NOT 70 ALLOW RUNOFF TO FLOW UNDER OR AROUND ROLL. (PLACED ON T0� PE END STAKE NOTE 1 1 o j CONTOUR) 7 o 3) FIBER ROLLS SHALL BE PLACED ON SLOPES AT H-FEET :Z: %I OPTIONAL MAINTENANCE OPENING DETAIL VERTICAL INTERVALS STARTING FROM THE TOE OF RESPECTIVE 3 I SLOPE SLOPE. DECK ROLLS SHALL BE PLACED AT 10-FEET VERTICAL Z)0' CROSS__ INTERVALS AS SHOWN ON THE PLAN. — SILT FENCE (SEE NOTE 15) e �ni � BARRIER �' 4 INSTALL FIBER ROLLS ALONG A LEVEL CONTOUR. GRAVEL BAGS 14 s �_� �_ W TAMPED % LI 5) INSTALL FIBER ROLLS UP GRADIENT AND NEAR TRANSITION v mi =_ o � _ li � _ z BACKFILL OF SLOPES. I 1I x 6) INSTALL NUMEROUS ROLLS IN A ROW BY OVERLAPPING, —I ;_;_, 1 —� I—� =� —� �_� I Z, g �V '1�0 NOT ABUTTING. - —_� —� �_� �_� —_� (_� �— gl N a -SEE TABLE 1 TOE OF FOR SPACING SLOPE 7) TURN ENDS OF ROLLS UP SLOPE TO PREVENT RUNOFF - FROM GOING AROUND THE ROLL. —III —I —III TOE OF SLOPE CROSS BARRIER GRAVEL BAG DETAIL SECTION C- SECTION B-8 8) SEDIMENT IS TO BE REMOVED WHEN ACCUMULATION li END DETAIL C REACHES ONE HALF THE DISTANCE BETWEEN THE TOP OF THE 4 ROLL AND ADJACENT GROUND SURFACE. FIBER ROLLS 3 SILT FENCE INSTALL NTS D4 NTS D4 C ® r SERVICES PREPARED BY: pppvEss,� FORWARD LANDFILL ® REPUBLIC SERVICES clvu&t�+vl>onme^tom /g�� "CU 9y STAGE 1B PARTIAL FINAL CLOSURE PROJECT FORWARD LANDFILL$ INC T Engineering EROSION CONTROL DETAIL SHEET D4 � Ic mo,e ea � DESIGNED BY RMG SCALE AS SHOWN 9999 S. AUSTIN ROAD 800-C SOUTH ROCHESTER AVENUE \�\ DRAWN BY : JPJ DATE 6-2011 FILE NO.: MANTES., CALIFORNIA 95336 ONTARIO, CALIFORNIA 91761 \�"r��1'v1 � P CHECKED BY : DATE : 6-2011 (800) 204-4242 V FORWARD, INC. (2011) PREPARED UNDER TME SUPERVISION OF DATE APPROVED BY : DATE : 6-2011 FIGURE 10 N0, REVISION DESCRIPTION BY: _..n+c,crs�x..reo w.scvoM,r+m�sa,e nosu�cw�a�ncu«csvc.o nn-cc xwi sxcR o.