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<br />, I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />! I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br /> <br />LEG END <br /> <br />Woodword-Clyde Consuitants_ <br /> <br />~ <br />td <br />ra <br />RJ <br />t:d <br />P1 <br />t(J <br />n <br />U <br />~ <br />~ <br /> <br />MAN-PLACED FILL, SAND, GRAVELLY, SLIGHTLY SILTY TO SILTY, <br />OR GRAVEL, SANDY, SILTY, MOIST, BROWN, RED-BROWN <br />(SP, SP-SM, SM, GP, GM) (EMBANKMENT) <br /> <br />SILT, STIFF, SLIGHTLY CLAYEY TO VERY CLAYEY, SLIGHTLY SANDY <br />TO SANDY, MOIST TO WET, BROWN, DARK BROWN (ML) <br /> <br />CLAY, STIFF TO VERY STIFF, VERY SILTY, NO SAND TO SANDY, NO <br />GRAVEL TO GRAVELLY, MOIST, BROWN, RED, TAN, GRAY, <br />RED-BROWN (CL) <br /> <br />SAND, MEDIUM DENSE, SILTY, SLIGHTLY CLAYEY; WET, BROWN (SM) <br /> <br />SAND, LOOSE, CLAYEY, GRAVELLY, MOIST, RED-BROWN, BROWN (SC) <br /> <br />o <br />.... <br /> <br />SAND, LOOSE TO MEDIUM DENSE, CLEAN TO SILTY OR INTERLAYED <br />WITH SANDY SILT LENSES, MOIST TO WET, BROWN, GRAY (SP, SP-SM) <br /> <br />SAND, LOOSE TO DENSE, CLEAN TO CLAYEY, SLIGHTLY GRAVELLY <br />TO SANDY GRAVEL, MOIST TO WET, BROWN, RED-BROWN, TAN <br />(SP, SP-GP) <br /> <br />GRAVEL, DENSE TO VERY DENSE, CLEAN TO SILTY, SANDY, SLIGHTLY <br />COBBLY TO COBBLES WITH OCCASIONAL BOULDERS, MOIST TO WET, <br />BROWN, RED-BROWN, YELLOW-BROWN (GP, GP-GM) <br /> <br />INDICATES WATER LEVEL AND NUMBER OF DAYS AFTER DRILLING <br /> <br />14/12 INDICATES THAT 14 BLOWS OF A 140-POUND HAMMER FALLING 30 <br />INCHES WERE REQUIRED TO DRIVE A 2-INCH SAMPLER 12 INCHES <br /> <br />NOTES: <br /> <br />1. TEST HOLES 10H THRU 14H WERE DRILLED OCTOBER 23 THRU 25, 1989 <br />WITH 3.25-INCH I.D. HOLLOW STEM AUGERS POWERED BY A CENTRAL MINE <br />EQUIPMENT (CME-55) DRILL RIG. TEST HOLES 1H THRU 9H WERE DRILLED <br />AND TEST PITS 1 H THRU 1 2H WERE DUG FOR OUR REPORT NO. 9059-9048, <br />DATED NOVEMBER 1, 1965. <br /> <br />2. TEST HOLE LOCATIONS ARE APPROXIMATE AND WERE LOCATED BY SURVEY <br />BY STEWART AND ASSOCIATES. <br /> <br />3. TEST HOLE ELEVATIONS WERE SURVEYED BY STEWART AND ASSOCIATES. <br /> <br />4. TEST HOLE AND TEST PIT LOGS IN THIS REPORT ARE SUBJECT TO THE <br />LIMITATIONS, EXPLANATIONS AND CONCLUSIONS OF THIS REPORT. <br /> <br />5. THESE TEST HOLE AND TEST PIT LOGS SUMMARIZE FINDINGS RELIED ON <br />IN FORMULATING THE DESIGN CRITERIA PRESENTED IN THIS REPORT. <br />THE EXPLORATIONS WERE NOT MADE TO DEFINE CONDITIONS FOR <br />CONSTRUCTION NOR IS THE INFORMATION PRESENTED HEREIN FOR <br />THAT PURPOSE. <br /> <br />Cl <br />!oJ <br />...J <br />r-- <br />r-- <br />'" <br />'" <br />'" <br /> <br />Job No. : <br /> <br />22377-9048 <br /> <br />LEGEND AND NOTES <br />FOR FIGURES 2, 3 AND 4 <br /> <br />Prepared by : T.A.T. <br /> <br />Dote: <br /> <br />11/27/89 <br /> <br />HOURGLASS RESERVOIR OAM <br /> <br />~ <br />~ <br />FiG. 5 <br />