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<br />Ms. Kerry Sinnott . <br />3909 Vineyard Avenue <br />10 November 2005 <br />Page 6 <br /> <br />1feadweI1&RoI1o <br /> <br />us to compare the actual with the anticipated subsurface conditions and to check that the <br />contractors' work conforms with the geotechnical aspects ofthe plans and specifications, <br /> <br />We trust the foregoing addresses your current concerns. If you have any questions, please call. <br /> <br />Sin,cerely yours, <br />TREADWELL & ROLLO, INC. <br /> <br />~.o() ~ <br /> <br />Roman Nelson <br />Senior Staff Engineer <br /> <br />41860202.RDR <br /> <br />~!~ <br /> <br />Geotechnical Engineer <br /> <br />Attachinents: Figure I - Site Plan <br />Figure 2 - Idealized SubsUrface Profile with Slope Stability Analyses <br />Figure 3 -'- Cone Penetration Test Results ofCPT-8 <br />Figure 4 - Classification Chart for Cone Penetration Tests <br /> <br />