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C� <br />w <br />m <br />w <br />z <br />LL <br />I— <br />z <br />W <br />U <br />w <br />IL <br />GRAVEL I SAND <br />COARSE FINE COARSE MEDIUM FINE SILT OR CLAY <br />U.S STANDARD SIEVE OPENING U.S. STANDARD SIEVE NUMBER HYDROMETER <br />3" 1.5' 1" 3/4"1/2"3/8" #4 #10 #20 #40 #60 #100 #200 <br />100 10 1 0.1 <br />GRAIN SIZE (mm) <br />0.01 <br />100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />DEPTH <br />SAMPLE <br />SOIL <br />LIQUID <br />PLASTICITY <br />SYMBOL <br />BORING NO. <br />SAMPLE NO. <br />(FT) <br />TYPE <br />TYPE <br />LIMIT <br />INDEX <br />❑ <br />B-1 <br />11 <br />27.5 <br />SPT <br />CL <br />N/A <br />N/A <br />Gravel: <br />0.0% <br />Sand: <br />31.9% <br />Fine: <br />68.1 % <br />Project Name: <br />FF / Santa Ana <br />EGLAB, INC. Client Job No.: 213031-01 <br />Client Name: LGC Valley, Inc. <br />EGLAB Project No.: 21-059-022 <br />GRAIN SIZE <br />DISTRIBUTION CURVE <br />12/15/21 ASTM D422 FIGURE <br />City Council 18 — 887 10/3/2023 <br />