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10 <br />Ile <br />FORING I BORING 2 <br />77 <br />3' ASPHALTIC CpNCAfiC PAVEMEh'i <br />1 <br />SM <br />AND SAND' .LLI <br />BROWN SILTY FINE FILL <br />'APDIUM DENSE' FlL: <br />$M <br />LIMIT BROWN SILTY FINE SAND IDENSE11FILL <br />BROWNISH GRAY SILTY FINE TO MEDIUM SAND <br />' <br />With GRAVEL AND OCCASIONAL <br />BROWN SILT)FINE TO MEDIUM SAND WITH <br />oc <br />C0/4ES NERY DENSEI(TILL) <br />SM <br />GRAVEL (DENSO FILL <br />25 <br />-- <br />A <br />SM <br />BROWNISh GRAY SILTY FINE 10 MEDIUM SAND <br />v <br />_ <br />WITH GRAVEL AND OCCASIONAL COBBLES <br />(DENSE TO VERY DENSE)TLL) <br />e <br />` B <br />B9 <br />— <br />- 7.4--135 <br />■ <br />H <br />BORING COMPLETED AT 7.5' ON 7.31-79 <br />B <br />NO GROUND WATER ENCOUNTERED B <br />MG COMPLETED AT 11.5' ON 7-31-79 <br />GROUND WATER ENCOUNTERED <br />KEY' <br />—BLOWS REQUIRED 10 DRIVE SAMPLER ONE FOOT <br />MOISTURE I WEIGHT • 300 LOS., STROKE • 36 INCHES. <br />WENT 75 <br />IO.Q. • 1050 INDICATES DEPTH AT WHICH UNDISTURBED <br />SAMPLE WAS EXTRACTED. <br />DRYJ <br />�, INDICATES DEPTH AI WHICH DISTURBED <br />O <br />SM <br />BORING 3 <br />ELEVATION 50h <br />BROWNISH FINE TOMEDIUM SAND <br />IN PCF SAMPLE WAS EMRACTFD. <br />IN PCF <br />GRAVEL AND OCCASIONAL COBBLES <br />50' <br />(VERY <br />(VERY D[NSE)(f ILL) <br />❑ INDICATES DEPTH OF SAMPLING ATTEMPT WITH <br />T. <br />NO RECOVERY. <br />7 <br />1 <br />NOTES. <br />1. THE DISCUSSION IN THE TEXT OF THIS REPORT IS <br />NECESSARY FOR A PROPER UNDERSTANDING OF THE <br />NATURE OF THE SUBSURFACE MATERIALS. <br />3. ELI�ATION DATUM 15 MEAN SEA LEVEL. <br />B <br />A6 <br />BORING COMPLETED AT 7.51 ON <br />B <br />NO GROUND WATER ENCOUNTERED <br />LOG OF BORINGS <br />oAmos OF maum <br />I 01 ATR 2 <br />