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• <br />• <br />TP-7 TP-8 <br />POND 012 POND 012 <br />:~ <br />~- <br />O <br />:-0 <br />O~ <br />0 <br />f..~15 <br />w <br />TP-9 LEGEND: ' <br />POND 013 <br />0 <br />® TOPSOIL, CLAY, SANDY, VERY STIFF, SLIGHTLY MOIST, DARK BROWN, BLACK. <br />I <br />CLAY, SANDY, STIFF TO VERY STIFF, DRY TO SLIGHTLY MOIST, BROWN TO DARK BROWN, SLIGHTLY <br />5 CALCAREOUS (CL). I <br />( <br />® CLAY, SANDY, MEDIUM STIFF, MOIST TO VERY MOIST, BROWN (CL). <br />10 ' <br />I ~ SAND, VERY CIAYEY TO CLAY, VERY SANDY, LOOSE TO MEDIUM DENSE OR STIFF, SLIGHTLY MOIST <br />TO MOIST, BAOWN, (SC, CL). <br />15 ~ CLAY, WITH GRAVEL, VERY STIFF, SLIGHTLY MOIST, BAOWN, (CL, SCj. <br />w <br />F ~ GRAVEL AND SAND, WITH COBBLES, SILTY, MEDIUM DENSE TO DENSE, DRY TO SLIGHTLY MOIST, <br />w BROWN (GM). <br />20 ° <br />CLAYSTONE WITH SANDSTONE AND CARBONACEOUS (SEAMS, HARD TO VERY HARD, SLIGHTLY <br />® MOIST, BROWN, DARK BROWN, (BEDROCK). <br />25 h HAND DRIVEN SAMPLE. <br />BULK SAMPLE. <br />30 <br />4 INDICATES GROUNDWATER DEPTH AT TIME OF EXCAVfiTION. <br />NOTES: <br />~• <br />JOB NO. 26,559 <br /> <br />35 1. TEST PITS WERE EXCAVATED ON SEPTEMBER 5, 1997 USING A RUBBER TIRED BACKHOE. <br />2. GROUNDWATER WAS ENCOUNTERED IN ONE PIT AT THE TIME OF THIS INVESTIGATION. GROUNDWATER <br />LEVELS WILL FLUCTUATE ACCORDING 70 SEASONAL CONDITIONS. <br />3. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN <br />THIS REPORT. ' <br />40 <br />SUMMARY LOGS OF TEST PITS ~~~(/~/B/~/3 ~~l~Rj]/~fj126vT <br />FIG. 10 <br />