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EDGE OF <br />OPERATION <br />AREA FILL <br />DEBRIS DEFLECTOR <br />CONSTRUCTED OF <br />LARGE BOULDERS <br />\ STRAIN <br />GULCH <br />STRAIN <br />GULCH STREAM <br />CHANNEL --�� <br />2 FT, HIGH DIKE OF <br />ROCK AROUND INLET <br />TO KEEP SEDIMENT <br />OUT OF DRAINAGE <br />SYSTEM -. <br />c� <br />UNDERGROUND <br />DRAINAGE SYSTEM <br />1 <br />SEDIMENT POND, I <br />z0' t <br />. i <br />ACCESS I I I ROAD <br />INLET PLAN <br />HEIGHT OF FILL 8* MIN. <br />15' MIN. DESIRABLE <br />NO MAX. LIMIT <br />8' MIN. <br />STREAM <br />CHANNEL <br />T <br />ACCESS <br />ROAD <br />FIGURE 2 <br />ACCESS ROAD <br />EMBANKMENT <br />TOE OF <br />EMBANKMENT <br />RIPRAP REQUIRED IF <br />INLET PROJECTING FROM <br />EMBANKMENT LESS THAN S FT. <br />SYS <br />PROFILE ALONG CENTERLINE <br />I L-k <br />J�, A -2 2 0 1 J i'J <br />RECLA?tiAlir-31 c -.F— tiON <br />Colo. CLp ". o; 'a.u,al f BS0'PCOS <br />DRAINAGE INLET FOR I <br />STRAIN GULCH <br />IIMINMIIII��INIIIINNINIIIN lI�!RI! <br />0017559 <br />0 Umud rcc Wmdbrq w1W BW=m lc . <br />un erwt c <br />TO OUTFALL <br />''�'.' :� <br />, ' <br />'• i' �:—�; <br />66" RCP <br />�..>'i..0 <br />.. <br />�,.. <br />DRAINAGE <br />'- IN STRAIN <br />OPERATIONS AREA <br />FILL` <br />— ' �+= •' <br />TEM <br />GULCH <br />TOE OF <br />EMBANKMENT <br />RIPRAP REQUIRED IF <br />INLET PROJECTING FROM <br />EMBANKMENT LESS THAN S FT. <br />SYS <br />PROFILE ALONG CENTERLINE <br />I L-k <br />J�, A -2 2 0 1 J i'J <br />RECLA?tiAlir-31 c -.F— tiON <br />Colo. CLp ". o; 'a.u,al f BS0'PCOS <br />DRAINAGE INLET FOR I <br />STRAIN GULCH <br />IIMINMIIII��INIIIINNINIIIN lI�!RI! <br />0017559 <br />0 Umud rcc Wmdbrq w1W BW=m lc . <br />un erwt c <br />