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PERCOLATION TEST DATA <br />PROJECT: *2o•w <br />/20- 817¢ <br />_ 108 NO. <br />TEST NOL[ LOCATION, ST K,Q % L H <br />X <br />_ NOL[ <br />DAT[ PREPARED.— - 17 - <br />NO. 1.. 1 <br />DIAMETER, INCHES DEPTH• <br />_� INCHES <br />SOIL PROFILE a_ -: ✓ i3 3 ' <br />DEPTH pNCNES) CLASSIFICATION (ASTM, DIM{) <br />METHOD OF SCRATCHING SIDEWALL <br />DEPTH OF "CA-SIZED GRAVEL IN BOTTOM OF NOL(. INCHES <br />—7 <br />INITIAL TILLING AT(: - _ / <br />Ov <br />MATER DEPTH OF INITIAL FILLING. ABOv( HOLE BOTTOM: �� ,' <br />INCHES <br />TIME INTERVAL WHEN ALL WATER FROM INITIAL FILLING SEEPED AWAY MIN. <br />Y(THOO USED TO MAINTAIN AT LEAST If INCHES OF WATER DEPTH IN NOL[ FOR AT LEAST tHOURS: - PE <br />C --J>, <br />Y -c c,J�(lL • S. S°[;�L "�� I •, A / •tea o Sv�� <br />Oo'c ✓ c <br />CONDITION{ APTER SOARING PERIOD: N 1 -- �� r^ /' - v i <br />I <br />i r,4 <br />' / • + IC ip :I <br />/ <br />PERCOLATION TEST READINGS BV: <br />DATE PERCOLATION TEST STARTED: <br />TIM[: �[ <br />MAXIMUM WATER DEPTH ABOVE HOLE BOTTOM DURING TEST, r INCH" <br />TIME SSEASUREMENT CoROPIN PERCOLATION <br />TIM[ INTERVAL <br />WATER LEVEL <br />) <br />IM (MUTES) (INCHESRAT[ [MINUTES <br />R[MAR RS <br />INC H(E <br />( ) PER INCH) <br />Z <br />4 <br />c <br />r ?Z / c <br />j3 g <br />;z <br />8 <br />3 7 <br />PERCOLATION RATE <br />INnNCN <br />SOIL exrxoRation <br />