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F16/04/2006 19:11 13608631738 SKY VALLEY TESTING PAGE 03 <br /> Sky V�1ey Testipg,. LLC : .� <br /> 07/17/06 6717 <br /> P.O. Box 885 . . � , <br /> 1Vloniroe,WA 982�2 � <br /> Mon. s.o <br /> � " '��`_s� -_. . . ,r� <br /> 'i6cdti k? . � .. ... ..� '1. . <br /> CourtneY Court � �'� <br /> ,v <br /> 7404-7328 OI m �Drive, Everetl 28 4.0 <br /> f -, , s�'. <br /> sewer fiAaioMna Ruas <br /> ' '�.�:� . ;,, � : <br /> 5 sewer�lot 22 Ne 8.(3 92 123 130.1 9554 <br /> 6 sewer ' bt 20 Na S.Q 8.5 124 130.1 95°/a <br /> 7 sewer�dnp-lot 19 Na �S.G 9.8 127 132.5 96°i6 <br /> 8 sew��ung-lot 18 Na �S.G 8.9 724 130.1 95% <br /> 9 sewcr bt 17 Na �s.o 8.6 t23 t3o.t 95°h <br /> 10 sewer mg�lot 16 Nd 7'<S.G. 10.7 117 122.4 �9(. <br /> 11 sewer�dng-lot 16 Na 3'<S.G. 10.1 118 � 122.4 96% <br /> 12 sewer xi lot 17 nla 4'<S.G. 9.4 123 130.1 95% <br /> 13 aewcr�dng-1ot18 Na 4'<S.G. 10.0 125 130.t �% <br /> 14 cewcY�unp-bt1�J Na 3'�S.G. 9.9 1� ��,1 97% <br /> NOTES: <br /> I stopped at site as requested to check comp2Ction over sewe�crossings. ConVactor was <br /> bac�lling sewer ciossing for lot 16 as I arrived. I took a test down approx. T in trench over <br /> backfill, and another at 3'<S.G. after a coupie more litts were placed and compactsd. <br /> Contractor also dug test pits over other sewer crossings to get deeper tests on. All fill material <br /> placed is testing good at 95% or better and sustaining opfimum masture levels. Contfactor will <br /> finish backfllling c.�ossing for lot 16, cap with crushed rock and asphalt over trench. <br /> Geotech in Field: <br /> shawna stephenson <br /> Sky Valley Testing,LLC Sop Caisultantsl Geoee�s!ComD��7estlng I�)��9�°r(�)91Y�6664 <br /> ` ' � <br />