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6120 <br />LL <br />P, <br />IF <br />a <br />6110 <br />W <br />CROSS- SECTION I <br />100 0 100 <br />DISTANCE FROM STREAM CENTERLINE (FT) <br />SYLVESTER GULCH <br />CROSS - SECTION 3 <br />6160 <br />I <br />z <br />O <br />SLOPE <br />6150 RETURNS <br />W TO CHANNEL <br />J <br />W <br />6140 <br />100 0 100 <br />DISTANCE FROM STREAM CENTERLINE (FT) <br />6140 <br />LL <br />z <br />0 6130 <br />H <br />a <br />W <br />J <br />W <br />CROSS - SECTION 2 <br />IOD 0 100 <br />DISTANCE FROM STREAM CENTERLINE (FT.) <br />LL <br />I <br />0zz 6180 <br />a <br />J <br />W <br />J <br />W <br />6170 <br />DISTAL <br />NOTES: <br />I. ALL CROSS- SECTIONS ARE VIEWED LOOKING DOWNSTREAM. SEE EXHIBIT 2.8.1.TI <br />FOR CROSS- SECTION LOCATIONS. <br />2. CROSS- SECTIONS SURVEYED BY WOODWARD -CLYDE CONSULTANTS. <br />3. RELATIVE ELEVATIONS TAKEN FROM TOPOGRAPHIC MAP WITH I -INCH <br />EQUALS 500 FEET HORIZONTAL SCALE AND 10 -FOOT CONTOUR INTERVALS. <br />L E G E N D <br />— — - STAGE RESU,_TING FROM 100 YEAR FREQUENCY FLOOD <br />— - - STAGE RESULTING FROM 25 YEAR FREQUENCY FLOOD <br />CROSS- SECTION 4 ------- STAGE RESULTING FROM 10 YEAR FREQUENCY FLOOD <br />