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BORING LOG Ao+� Engineering, Inc. <br /> !00 Mry�wd Avwr 9ouN,gala 103 <br /> SEATTLE, WASHINGTON 98131 <br /> TEL:206.654.7045 FAX:206.554.7048 <br /> PROJECT : western Wireless Job Number : S-WA-98-993 Boring No. : B 1 <br /> 319. 76th Street SW <br /> Everett,Washington 96203 WWPCS SE-1605A <br /> 9•rwlY4�o: wn wr QVM. : WA <br /> a."a.ri: WA AS-BUILT DESIGN nlrna <br /> Grass surface. $� <br /> Brown,clayey, sandy topsoil. g <br /> Fill-brown,medium dense,clayey,sand,some <br /> gravel. <br /> Fill-dark gray,organic,clayey sand with wood S-1 1 <br /> 5 debris. 3 <br /> 14 <br /> Ril-Tan/brown/gray, medium dense,mixture of <br /> silt,sand,and gravel. <br /> S2 9 <br /> 13 <br /> 10 2e - Perched <br /> - - — — — — — _ _ _ _ - - — — — — - S3 35 <br /> Tan,damp,dense to very dense,silly,gravelly 5&3 <br /> sand. <br /> (Glacial till) <br /> S-4 42 <br /> 15 ser <br /> Interbedded with occasional water bearing Perched <br /> gravel lenses. <br /> S-5 5W <br /> 20 <br /> er25S-6 04- <br /> 25 <br /> S-7 sal <br /> 30 Boring terminated at 30.0'. <br /> � <br /> LEGIEND _ <br /> -T .w a.�.. <br /> � an <br /> \ .wwtitiswr V- remu <br /> np tart �b: 3.r169BI d 1 <br /> Milling lbn Date: 3289E .L. <br />