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KEYWAY EXCAVATED <br />IN BEDROCK <br />2.5' <br />NOTES: <br />1. EACH LAYER OF FILL SHALL BE <br />SCARIFIED TO ALLOW PROPER <br />BONDING BETWEEN LAYERS. <br />2. DENSITY AND MOISTURE CONTENT <br />TESTING SHALL BE DONE THREE DAYS PER <br />WEEK WITH AN AVERAGE OF FIVE <br />TESTS PER DAY. <br />N.T.S. <br />ALL CLAY EMBANKMENT <br />MATERIAL SHALL BE COMPACTED <br />TO A MINIMUM 95% ASTM- D698 -78 <br />STANDARD PROCTOR (ii) ± 2% OF OPTIMUM <br />MOISTURE CONTENT <br />BEDROCK SHALE <br />0.5 -1.o FT. TOPSOIL <br />BEDROCK SURFACE TO BE <br />SCARIFIED PRIOR TO THE <br />PLACEMENT OF FILL MATERIALS <br />ALL WEATHERED BEDROCK TO BE <br />EXCAVATED AND REMOVED FROM THE <br />FOUNDATION OF THE BERM. WEATHERED <br />BEDROCK SHALL BE REMOVED UNTIL <br />COMPETANT BEDROCK IS EXPOSED. <br />TYPICAL LINER SECTION A -A <br />Project: <br />CAMENISH BORROW <br />Applicant: <br />FLATIRON CONSTRUCTORS, INC. <br />10090 FRONTAGE ROAD <br />LONGMONT, CO. 80504 <br />303-485 <br />Prepared by: <br />HART ENVIRONMENTAL <br />P.O. BOX 1303 <br />BOULDER, CO. 80504 <br />303- 444 -6602 <br />Date: <br />Dec. 6, 2006 <br />.yl <br />