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UPLAND
<br /> 9" BIOLOG CHECK STRUCTURE
<br /> INSTALLED EVERY 50' ALONG EDGE - r-20' RIPARIAN TRANSITI❑N ---
<br /> PERPENDICULAR TO FLOW 6' LONG
<br /> RIPARIAN FRINGE
<br /> RIPARIAN FRINGE (GROWTH 3' LONG BANK
<br /> MEDIUM AND ECB) TO BE STABILIZATI❑N
<br /> RECESSED 3" BELOW
<br /> BANKFULL EDGE COBBLE
<br /> 5 NURSERY GROWN
<br /> SHRUB INSTALLED 5' O.C.
<br /> BANKFULL WATER SURFACE ♦ '�i ,:;,,,I.%: '' '-\'''':,1,...::',1) :;; ;;
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<br /> _ .�W,MOp�t7 Q.G■Q7Q6Q■•kiQ4t• A'9'4-C- #5
<br /> 40�DiFD-71'F .FfE�o-Q111"1l11111". --�?_-___.®`�. �1 - _ _, .. •,
<br /> 2.5 $fes .,,,,,,/,.,,,/..„,,,,,,,,,,,,,,,..,„„v ,/ / ,,moi jw%,`, / '/;`/A �
<br /> o
<br /> CHANNEL BOTTOM — J GROWTH MEDIUM: 3" MIN DEPTH
<br /> 1/40
<br /> . EROSION CONTROL o
<br /> _ BLANKET (ECB) (C125 WILLOW CLUMP TRANSPLANT (OPTIONAL) o
<br /> BN OR EQUIV.) SHALL EXCAVATE TRENCH OR POCKET AND BACKFILL WITH N
<br /> BE INSTALLED EXTENDING SALVAGED WILLOW CLUMP AS DIRECTED BY ERC. TO 6
<br /> FROM BANK BE LOCATED IMMEDIATELY OUTSIDE OF THE RIPARIAN
<br /> STABILIZATION BENCH FRINGE. WILLOW CLUMP ABOVE GROUND PORTION UPLAND N
<br /> LOW PERMEABILITY LAYER N OUTWARD SHALL BE TRIMMED TO LESS THAN 2' -__I
<br /> 0
<br /> TOE OF BANK STABILIZATION BENCH O TYPICAL OUTSIDE BEND STABILIZATION DETAIL 3
<br /> FORMED FROM 6" COMPACTED COBBLE Ds
<br /> 3
<br /> O
<br /> - _-20' RIPARIAN o
<br /> t
<br /> 6' l❑NGE
<br /> COMPACTED COBBLE AS - RIPARIAN FRINGE o
<br /> SPECIFIED IN ROCK
<br /> SIZING TABLE. N 0
<br /> _ 3' BANK
<br /> STABILIZATI❑N c
<br /> .1711111= 5%
<br /> Ln
<br /> BANKFULL WATER SURFACE •`- • - �`s,•\ \ '.f�+�® L 5 .
<br /> VARIES . �i i %''''.‘,‘/;'‘‘';'),\;''',.‘:';`',‘.\ %�,,` Illr ':'`
<br /> • � ,,,\,/ .� \� C)
<br /> / \/\ \ / \ V
<br /> , TRANSITI❑N
<br /> CHANNEL BOTTOM ;ii `\,� � i ' E
<br /> ;;,' EROSION CONTROL GROWTH MEDIUM: 3" MIN DEPTH
<br /> \i ; %, BLANKET (ECB) (C125 WILLOW CLUMP TRANSPLANT (OPTIONAL)
<br /> RECEIVE® ;, BN OR EQUIV.) SHALL
<br /> ��,� i � EXCAVATE TRENCH OR POCKET AND BACKFILL WITH G
<br /> ��\` " BE INSTALLED EXTENDING SALVAGED WILLOW CLUMP AS DIRECTED BY ERC. TO BE o
<br /> J ' FROM BANK LOCATED IMMEDIATELY OUTSIDE OF THE RIPARIAN FRINGE. 0.
<br /> 0.
<br /> APR 0 4 2016 LOW PERMEABILITY LAYER STABILIZATION BENCH WILLOW CLUMP ABOVE GROUND PORTION SHALL BE
<br /> OUTWARD TRIMMED TO LESS THAN 2'
<br /> DIVISION OF RECLAMATION a
<br /> MINING AND SAFETY O TYPICAL INSIDE BEND AND STRAIGHT SECTION BANK STABILIZATION DETAIL o
<br /> nrs o
<br /> V
<br /> V
<br /> M-1993-035 x
<br /> REV DATE DESCRIPTION
<br /> TRO2
<br /> 0
<br /> PREPARED BY CLIENT PROJECT TITLE SHEET NO 0
<br /> cil
<br /> ECOLOGICAL RESOURCES CONSULTANTS,INC SUMMIT COUNTY OPEN SWAN RIVER
<br /> 35715 US HIGHWAY 40,SUITE D204 BANK STABILIZATION %
<br /> EVERGREEN,CO 80439 SPACE AND TRAILS RESTORATION PROJECT 07 v
<br /> A 02/09/18 ISSUED FOR PERMITTING 3
<br /> 0
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