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Boring No. 6V ESPANA <br /> Boring ` e t chnical <br /> Log of 9 EGC-3 G o e <br /> Consulting <br /> Project: Rt. 99/Hammer Lane Interchange Improvements Project Project No.: H2O2A <br /> Elevation: 30+/- Date Drilled: 10/14/99, 10/15/99 <br /> Drilling Method: 8" HSA Logged By: J. Frumm <br /> Soil Symbols <br /> Elevation/ Sampler Symbols USCS MATERIAL DESCRIPTION Sample Odor plp Density Moisture Additional <br /> Depth end Field Test Data Number (p.c.f.) (%I Testa <br /> 30--o ......... ........ ..... . .... .. <br /> Aspha]t............................ <br /> Medium brown, moist, loose to very <br /> loose to dense, poorly graded SAND <br /> and silty SAND, trace mica <br /> 26 5 <br /> 3 EGC-3-1 ND 15 <br /> 3 <br /> 4 <br /> FILL <br /> 20--10 <br /> s EGC-3-2 ND 55 <br /> 1 <br /> 16 15 ..... <br /> Medium brown, moist, medium dense, <br /> 24 silty SAND EGC-3-3 Fuel >1K <br /> 50 <br /> SM <br /> 10--20 <br /> musio <br /> EGC-3-4 Fuel >1K <br /> 34 Medium yellow-brown, damp, dense, <br /> poorly-graded SAND. Difficult drilling <br /> from 24-25'. <br /> SP <br /> 6 25 <br /> 19 EGC-3-5 ND 20 <br /> 26 Bottom of Test Hole®26.5' <br /> 0­30 <br /> -5--35 <br /> Notes: Test hole dry @ 6 days following completion. Test hole grouted closed <br /> on 10120199. <br /> ND = Non-detect. PID readings in ppm. <br /> 502 Giuseppe Court, Suite 11, Roseville, CA 95678 Figure I-3 <br /> (916) 773-2600 FAX (916) 782-4846 <br />