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Date drilted S/1�/91 <br />LOG OF BORING NO. B-1 <br />Driving Weight and Drop �an i�, 3n� drnn <br />Sheet 3 of 3 <br />Elevation,(ft) <br />+, C Thia log ii part o[ the rcpor! prcVarod by Convena ComultanN o � � � <br />.� a N - �_ NW [or th� named projec[ and �hauld be read to`ether rith that y' N <br />y ic nport for eomplate interpretation. Thu �ummary appltee only at � — c. <br />♦- — N L� the loeation oCthi� boring and at th� time o[ drillin`. Sub�utSace �I— C'� +�.. C y' <br />.G m 0. � a E eonditiona msy di[!er at other Ixation� and may ehange at thi� >'y � u N y <br />a � q p L T loeation �vith the pu�aga of tima. Th� d�ta preaented u e L= � a t L <br />y y m �m �impllReation ot utusi eonc{itionleneountend. N T p � L <br />� •W DESCRIPTION o =c°� o <br />:� SAND (continued) <br />9 40 ' <br />50/ �,:, :.:,; . <br />4" <br />45 <br />i <br />.� = <br />10 18 - <br />50/ <br />5.5� <br />50 <br />11 30 :�;�;:';: <br />p�4 :,..; . <br />Bottom of boring at depth 52.8 feet <br />Boring backfilled with bentonite grout <br />SS �. <br />NORTON AVENUE SUBSTATION ADDITIONS <br />Everett, 1Vashington <br />tor Soohomis}. County P.U.D. No. 1 <br />Geotechnical Engineering <br />Converse Consu��:ant� NW and Applied Earch Sciences <br />Projeet No. <br />91-35213-01 <br />F(gure No. <br />2 <br />