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. d <br />r <br />EDGE OF <br />FIGURE 2 <br />If <br />ACCESS <br />ROAD <br />DEBRIS DEFLECTOR <br />CONSTRUCTED OF <br />LARGE BOULDERS <br />HEIGHT OF FILL 8-MIN. ACCESS ROAD <br />` <br />,,*-'GULCH <br />IS' MIN. DESIRABLE ` EMBANKMENT <br />NO MAX. LIMIT <br />4 S 8' MIN. <br />TRAIN ` <br />STREAM I <br />GULCH STREAM - CHANNEL - <br />CHANNEL —�� - <br />OPERATION <br />AREA FILL ( �� <br />2 FT. HIGH DIKE OF <br />ROCK AROUND INLET <br />TO KEEP SEDIMENT <br />OUT OF DRAINAGE <br />SYSTEM -� <br />SEDIMENT PON <br />ACCESS <br />or <br />rL <br />UNDERGROUND <br />DRAINAGE SYSTEM <br />, <br />;g:T -t <br />�.���� <br />i <br />8 <br />20'± <br />INLET PLAN <br />ROAD <br />\ e If :� ••vim' �� ' :.o' ". .•• •: "r /- _�'si : �-r -. .• . <br />• �• = _� To OUTFALI <br />.. :a•': n <br />�� . •:�'� a :t •. 66 RCP <br />STRAIN <br />DRAINAGE GULCH <br />OPERATIONS AREA FILL -:..,SYSTEM <br />TOE OF <br />EMBANKMENT <br />RIPRAP REQUIRED IF <br />INLET PROJECTING FROM <br />EMBANKMENT LESS THAN 5 FT. <br />PROFILE ALONG CENTERLINE <br />iiiiiIIIIIIIIIinim in, riRl mi <br />0017564 <br />DRAINAGE INLET FOR <br />STRAIN GULCH <br />NO SCALE APRIL 1975 <br />