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0 c <br />to <br />'e i <br />1 / <br />! 1 1 1 I I <br />/ <br />6620 <br />�EXT�NT'\OF BASIN <br />eq <br />i <br />/ <br />/ I <br />EXTENT OF IL,L/ OF/ DAY/ <br />/J r / I <br />DAM 40 BE'CONSTRU D FT�OM <br />NATGRAL Qh —SITE A LLA OUS! <br />MATERIALS EXCAV�AD FROJN f <br />bNOf // ! /, /PROPOSfED BASIN /AND SPILLWAY /AREA ` <br />/ <br />cPJ <br />lb <br />/ h <br />+O <br />/ <br />I <br />, <br />r <br />! <br />I t <br />, t <br />f 1 <br />1 j I ll i' <br />O <br />6620 <br />SPILLWAY TO/BE ,UT / <br />1 INTO, /NATUfJAL ROCK. --------- <br />1 I <br />r <br />EXTENT CIF CUT tQF SPILLWAM <br />1 I I I <br />f I <br />I I / <br />t I <br />m <br />O <br />1 <br />� N <br />O <br />PLAN OF TYPICAL SEDIMENTATION - CHECK DAM <br />SCALE! 1 INCH - 20 FEET <br />CONTOUR INTERVAL 2 FEET <br />NOTE: <br />FLOWUNE OF SPILLWAY TO BE 10 FEET ABOVE <br />BOTTOM OF EXISTING CHANNEL AND SPILLWAY <br />TO BE 10 FEET IN WIDTH. <br />TOP OF DAM TO BE 1 FOOT ABOVE FLOWUNE <br />OF SPILLWAY AND TO BE 10 FEET WIDE. <br />03NNb�e <br />DATUM ALB <br />8594.00 <br />CROSS SECTION THROUGH TYPICAL SEDIMENTATION - CHECK DAM <br />HORIZONTAL SCALE: 1 INCH = 20 FEET <br />VERTICAL SCALE: 1 INCH = 20 FEET <br />TYPICAL SEDIMENTATION- <br />CHECK DAM DETAILS <br />SCALEI DATE, SHEET <br />HORIZONTAL: 1' = 20' APRIL 13, 1990 <br />VERTICAL: 1" 20' 1 OF 1 <br />DRAWN BY, CHKD BY: FAPPD BYI PLAN NO. <br />MJG MJG I JFG AIJNEDAM <br />;1 <br />EAGLE - GYPSUM <br />PRODUCTS <br />MLRB PERMIT NO. M -84 -04 <br />JEROME GAMBA & ASSOCIATES, INC. <br />COWJ32 NG ENGINEERS k LAND SLANEYORS <br />POST OFFICE BOX 1458 <br />201 CENTENNIAL, SUITE 306D <br />GLENWOOD SPRINGS, COLORADO 81602 (303) 945 -2550 <br />;z <br />