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Boring B-1 <br />Boring B-2 <br />Depth <br />Sanpl• <br />Depth <br />Sande <br />In Fool <br />r5ymboI <br />Elovotion 543 2 <br />in Foot <br />r—Synbol <br />Elevation 543 = <br />D <br />Inch thick asphaltic concrete <br />0 <br />Inch thlch o■pholtic concr•tc <br />;1 <br />SW <br />Bloch fume to coarse •civil <br />SM <br />Brown very fine a))ty sand <br />with same fine gravel <br />with Isolated medium to <br />(fill) (nmoluw awn• to <br />12 <br />, <br />coarse sand ono gravel <br />t. tid25 <br />la <br />dance) <br />12.e2-I2S <br />U <br />MID (medium stiff) <br />SM <br />Groy Silty fine sand with <br />occaslonal grovel (fill) <br />5 <br />(a <br />515 <br />01 <br />10 I I �1111 I cabal • 12. [dime I® <br />11. f15-1 SM Brown fin■ to ■■alas •f ltY 10.a ill /t <br />d, <br />1 I. sanwith accost WWII fine U <br />to coarse grovel (smothered <br />till) (very dense) <br />so <br />go <br />11. e30 . <br />grow% with more wilt <br />hard drilling (unweathered <br />till) <br />Boring completed at a depth <br />of 30.5 feet on 2-15-20 <br />Ground water level rot <br />measured during drilling <br />.!Is <br />35 <br />Log of Borings <br />Vertical Scala m 1 tn5 test <br />brasses with Increasing <br />Avd-ju-s to cow" sand and <br />grovel <br />cobbles <br />(fawn-� oy silty sand with <br />grU and cobbles (wsotmered <br />SI I1) (very dense) <br />grodes to blue gray <br />Boring completed at a depth <br />of 30.5 feet on 2-16-89 <br />Ground water level not <br />measured during drilling <br />Dawes 9 Moore <br />Job No. 00695-414-016 <br />