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NWCC, Inc. <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />SAMPLE LOCATION <br />TEST DSPTH <br />PIT (Leet) <br />STATION <br />NATURAL <br />MOISTURE0 <br />(X) <br />ATrZR1=G IJMM <br />IA_ gUID PLASM= <br />I.O[fi ONDE[ <br />(x) (x) <br />GRADATION <br />GRAVEL SAND <br />(X) (X) <br />PERCENT UNCONFINED <br />PASSING COIIPRBSSIVE <br />No. 200 STRENGTH <br />sum (1,20 <br />30II, or BEDROCK <br />D&4CRiPTION <br />UNIFIED <br />SOH. <br />CLAN. <br />5• <br />6' - 5' <br />168+00 <br />13.6 <br />25 <br />4 <br />0 <br />77 <br />23 <br />Silty Sand <br />SM• <br />8 <br />5' - 7' <br />168+00 <br />1 28.2 <br />1 67 <br />1 44 <br />1 0 <br />1 4 <br />98 <br />Clay <br />CH <br />5• <br />7' - 8' <br />168+00 <br />12.8 <br />NV <br />NP <br />0 <br />80 <br />20 <br />Silty Sand <br />S!P <br />9 <br />1' - 6' <br />172+50 <br />12.9 <br />42 <br />28 <br />0 <br />13 <br />87 <br />Sandy Clay <br />CL <br />9• <br />6' - 10' <br />172+50 <br />1 6.8 <br />1 NV <br />I NP <br />1 4 <br />73 <br />27 <br />Silty Sand <br />SM• <br />10 <br />1.5' - e' <br />173+50 <br />13.7 <br />98 <br />22 <br />0 <br />5 <br />95 <br />Clay <br />CL <br />11 <br />6' - 3' <br />173+25 <br />13.6 <br />28 <br />13 <br />0 <br />21 <br />79 <br />Sandy Z7 <br />CL <br />It <br />3'17-2 <br />175+25 <br />17.2 <br />40 <br />22 <br />0 <br />6 <br />92 <br />Slightly Sandy Clay <br />CL <br />12 <br />1.5' - S. <br />172+50 <br />11.5 <br />33 <br />21 <br />0 <br />30 <br />70 <br />Sandy Clay <br />CL <br />• Indioatea samples not mutable for Clay Liner or Clay Fill. JOB NUMBER: 17-10754 <br />Milson Pond Liner Borrow Investigation <br />