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TEST HOLE 7 H — 5 <br />OR TEST P/T <br />ELEVATION 8698 <br />N 196,319 <br />COOR01NA1ES—E -1,829,922 <br />0 <br />r 10 <br />W <br />W <br />1 <br />r <br />u <br />w <br />0 - 20 <br />Z <br />25,12 <br />or <br />a <br />o. <br />13/12 <br />17/12 <br />40/12 <br />22/12 <br />50112 <br />TP — 9 TEST HOLE <br />OR TEST PIT <br />8703 ELEVATION <br />s9i,232 N COORDINATES <br />1,829,P.07 E <br />P <br />[0 ti <br />w <br />W <br />4 <br />w <br />z <br />i <br />W <br />20 0 <br />30 <br />L E 0 E N 0 <br />0 <br />6 <br />ka <br />P <br />23 r 12 <br />NOTE 5: <br />CLAY, MEDIUM STIFF TO STIFF, SANDY, MOIST TO WET, DARK BROWN TO <br />OLIVE (CL, CL -CH). <br />SAND, MEDIUM DENSE TO DENSE, GRAVELLY. CLAYEY. SILTY, SCATTERED <br />COBBLES UP TO ABOUT 6 INCHES 14 PIAK TEP. WET, BROWN (SC), <br />GRAVEL, MEDIUM DENSE TO DENSE. SANDY. CLAYEY, W£T, BROWN (GC, <br />GC -GP). <br />CLAYSTONE, SOFT TO ItEDIU ►1 HARD. FRACTURED, VERY WEATHERED. PIQlSf <br />TO WET. <br />INDICATES THAT 25 BLOWS OF A 140 °DUNG HA!V+ER FALLING 30 INCHES <br />WERE REQUIRED TQ DRIVE A 240C4 04MffEP, SAMPLER 12 INCHES. <br />INDICATES FREE S ?ATER LEVEL OBSERVED AT THE TIME OF DRILLING /EXCA- <br />VAT)ON. <br />I. TEST HOLE TH -5 WAS DRILLED JUVE 21. 1370 WITH A Y -INCH DIAMETEP. <br />HELICAL AUGER POWERED BY A CENTRAL MINE EQUIPMENT (CME•55) DRILLING <br />R►G. <br />2. TEST PIT TP -9 WAS EXCAVATED JUNE 17. 1980 W1TN A RUBBER, -TIRED BACN- <br />HOE. JOHN DEERE MODEL 510. <br />3. LOCATIONS OF THE TEST HOLE AND TEST PIT ARE APPROXIMATE ANO WERE <br />PROVIDED BY AMAK, INC. <br />4, TEST HOLE AND TEST PIT LOGS ARE SU&IECT TO LIlltTA7I0N8, EXPLANATIONS <br />AND CONCLUSIONS OF THIS REPORT, <br />5, THESE TEST HOLE AND TEST PST LOGS SUPM.IAPIZE FINDINDS RELIED ON IN <br />FORMULATING THE OPINIONS AND CONCLUSIONS PRESENTEO IN THIS RF.POHT. <br />lavomfoxiva <br />21214 <br />N°. z�9�'- �'` SUMMARY LOGS OF TEST HOLE <br />coma er s AHO TEST PIT <br />of 2/4 ".93 IN BARGE, PUldr Q <br />c1'; ,1 -72 <br />