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t <br /> C r <br /> sa p dresser & McKee Inc. �� <br /> Boring Log 3 v1,3 4 <br /> ClientFcxAq Site Job No.-1130-111 196��r `� <br /> Surveyed Elevation:Ground_NA <br /> Date Drilled.q"6-)U2 Wal[NO—M-160 Boring Co Tap of Casing 65.11_ Screen Length '?(X <br /> Total Depth 253' BoringMeUWUsedPiezometer Casing Size&Type 5"PVrSch R(1 <br /> Field Geologic Organic Vapor Instruments Used NA Water Table Depth <br /> lows per <br /> Depth Samp• Sample Adv,/ org. Va Strata Equipment <br /> Feet No, bs. Interval ecov pplyp Sample Description <br /> Change Installed <br /> Clay as above,soft,becomes Clay DN <br /> 220-225stiffer with depth. <br /> 22 <br /> a Clay as above,soft,becomes <br /> 225-230 stiffer with depth. <br /> 23 <br /> ,lam Clay as above to 231'. <br /> 230-235 Coarse grained,mica flakes trace coats <br /> 23 clay. Sana <br /> 5" <br /> U Sand,as above. Exploratory <br /> 235-240 Boring <br /> 24 <br /> U Sand,as above to 244'. <br /> 0-245 SM Silty sand. <br /> 24 Silty <br /> Sand <br /> �M Silty sand to 246. Cement/ <br /> 245-250 Sand,coarse-grained. <br /> Bentonite <br /> 25 to Grout <br /> � <br /> ;SPSamnd to 253 ,� � t d <br /> 250-255 ' TD-253 Sand <br /> 253 <br /> 25 <br /> 253' <br />