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—RIFFLE SLOPE FORMED FROM <br /> COMPACTED COBBLE AS SPECIFIED <br /> IN ROCK SIZING TABLE. <br /> CONSISTENT SLOPE THROUGH <br /> ENTIRE RIFFLE SECTION. LARGER <br /> RANDOM COBBLES SHOULD BE - HEADIN SLOPE FORMED <br /> INCORPORATED FOR HABITAT FROM COMPACTED <br /> DIVERSITY. COBBLE AS SPECIFIED IN <br /> ROCK SIZING TABLE. <br /> CONSISTENT SLOPE <br /> THROUGH ENTIRE SECTION <br /> L -5' <br /> - GLIDE TO BE FORMED <br /> FROM COMPACTED <br /> COBBLES AS SPECIFIED IN <br /> FLOW RIFFLE BEGINNING RIFFLE END ROCK SIZING TABLE. <br /> v <br /> -_� R/FF�� SPOOL BOTTOM <br /> �� <br /> COPE GLIDE Lo <br /> :/4/,,,/;!::‘<• ,/,\\';',//,, ,/, ::,;2,:',,,',,, AMAX. --._-_— <br /> \ \` ` \/. \ yFq Poo — ni <br /> EXISTING � 77 <br /> / <br /> GROUND ��. �; v/ v /v- <br /> LOW �.�. . �:`/ \\\ \\'\ , ;\\'\\ '>\ <br /> PERMEABILITY ' i,,,' �� i/�, j�'/ / 3 <br /> NATIVE RIVER ;�/� `:/:���`�,\ \�\� /�'� ' <br /> LAYER COBBLE ;%; ;: =`'. `'\';' 3 <br /> c <br /> 0 <br /> U <br /> — RIFFLE POOL GLIDE <br /> 0 <br /> u <br /> O <br /> Q <br /> u <br /> a <br /> N <br /> NOTES O <br /> IF -- DOOL- GLIDE D�OfC IL.- L FOR SPECIFIC DETAILS ON THE <br /> INDIVIDUAL RIFFLE—P❑❑L—GLIDE <br /> NTS SECTIONS THROUGHOUT THE CHANNEL 3, <br /> SEE SHEETS 04 AND 06. o <br /> T <br /> -1.- 2. ADDITI❑NAL FILL MAY BE PLACED <br /> ROCK SIZING G TABLE BETWEEN COBBLE AND LOW <br /> PERMEABILITY LAYERS. <br /> Minimum Diameter <br /> (inches) M <br /> � <br /> D50tinches1 RECEIVED <br /> Riffle 4 <br /> ce <br /> Headin 6 APR 0 4 2016 <br /> Glide 1 DIVISION OF RECLAMATION <br /> 0 <br /> M-1993-035 INNING AND SAFETY <br /> 0 <br /> TRO2 <br /> REV DATE DESCRIPTION x <br /> O <br /> O_ <br /> O <br /> PREPARED BY CLIENT PROJECT TITLE SHEET NO 0 <br /> i <br /> ECOLOGICAL RESOURCES CONSULTANTS,INC SUMMIT COUNTY OPEN SWAN RIVER RIFFLE-POOL-GLIDE 05 <br /> 35715 US HIGHWAY 40,SUITE D204 <br /> EVERGREEN,CO A0439 PROFILE SPACE AND TRAILS RESTORATION PROJECT <br /> N <br /> A 02/09/16 ISSUED FOR PERIOTP[NG - 5 <br />