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PORING I <br />0�= <br />H �i1 <br />9M <br />7" ASPHALTIC CONCRETE Pi <br />LI GMSAND IDT BROWN SILTY FINE SAND IDENSE)(FILI) <br />BROWNISH GRAY SILTY FINE TO MEDIUM SAND <br />�! <br />$M <br />I <br />l., <br />WITH GRAVEL AND OCCASIONAL <br />,, <br />C <br />COBBLES (VERY DENSE)(TILL) <br />10 <br />6 <br />BOk :OMPLETED AT 7.5' ON 7-3I-79 <br />. B <br />NO uKOUND WATER ENCOUNTERED <br />KEY: <br />BLOWS REQUIRED i0 SAMPLER ONE FOOT <br />I MOISTURE <br />�WEIGMT <br />• 0fD LBS., STROKE • 16 INCHES. <br />\CONTENT <br />75 <br />\10.0"-1052 <br />INDICATES DEPTH AT WHICH UNDISTURBED <br />DRY <br />SAMPLE WAS EXTRACTED. <br />DENSITY <br />® <br />AT DISTURBED <br />EAS <br />IN PCf <br />jM TED. <br />SAhBPLENAS iXIRACTED. <br />SAMPLE <br />❑ <br />INDICATES DEPTH OF SAMPLING ATTEMPT WITH <br />NO RECOVERY. <br />NOTES: <br />1. THE DISCUSSION IN THE TEXT OF THIS REP( IS <br />NECESSARY FOR A PROPER UNDERSTANDING OF THE <br />NATURE OF THE SUBSURFACE MATERIALS. <br />j 7. ELEVATION DATUM IS MEAN SIA LEVEL. <br />BORING 2 <br />EMEDIUMDEN$E) HLLI <br />BROWN SILEY FINE TO MEDIUM SAND WITH <br />7 25 SM GRAVEL(DENSE)PILL) <br />10.01.-105 ■ <br />A <br />SM BROWMISHGPAY SILEY FINE TO MEDIUM SAND <br />WITH GRAVEL AND OCCASIONAL COBBLES <br />(DENSE TO VERY DENSE)QILL) <br />= G 69 <br />u 7.4%-13S ■ .3 <br />o <br />+0 r <br />e" 111 <br />BORING COMPLETED At 11.5' ON 7.31-79 <br />NO GROUND WATER ENCOUNTERED <br />BORING 3 <br />ELEVATION 505X <br />SM BROWNISH CRAY SILTY FINE TO MEDIUM SA <br />WITH GRAVEL AND OCCASIONAL COBBLES <br />50 (VERY DENSE)(i ILL) <br />0 <br />4 <br />cc <br />LOG OF BORINGS <br />AT 7.5' <br />p MWS B MOORS <br />PLATE 2 <br />