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PERCOLATION TEST DATA <br />PROJECT: F 927 f, •ccc,� 2 "A R r , ., /�n: <br />y <br />, -• i J JOBNO. 12 d <br />J K.S '1 C l4 <br />TEST HOLE LOCATION:•r _ <br />HOLE NO. <br />S II <br />DATE PREPARED: DIAMETER: <br />INCHES DEPTH: _�G INCHES <br />SOIL PROFILE <br />DEPTH (INCHES) CLASSIFICATION DINS) <br />^(A{S�TM:1 <br />Q G/ 1 <br />METHOD OF SCRATCHING SIDEWALL a .p r L <br />M <br />DEPTH OF PE/MSIlaO GRAVEL IN DOTTOM OF HOLE:l <br />INCHES <br />I I <br />T <br />INITIAL PILLING DATE: l - <br />TIME: <br />I <br />WATER DEPTH OF INITIAL FILLING. ADOVE HOLE DOTTOM: <br />INCHES <br />TIME INTERVAL WHEN ALL WATER FROM INITIAL PILLING SEEKD AWAY <br />MIN. <br />METHOD USED TO MAINTAIN AT LEAST 12 INCHES OP WATER DEPTH IN HOLE FOR AT LEAST S HOURS: <br />CONDITIONS AFTER SOAKING 10E0I00: G o <br />L -Ifinsm <br />A� �%aiev "W, Hal• fov Ab4.1 1 hr s ar J 7hrY 4 ;IIP� <br />�lolf be ywf• If- ev.,r. "IC <br />PERCOLATION TEST READINGS DY: ) �` E j ' � <br />L <br />S , J3 <br />D <br />DATE PERCOLATION TEST STARTED: <br />TIME: A.M.. PAw <br />—^ <br />G <br />MAXIMUM WATER DEPTH ADOVE HOLE DOTTOM DURING TEST: a <br />INCHES <br />TIME <br />TIME <br />INTERVAL <br />MEASUREMENT <br />(INCH<s) <br />DROP IN <br />WATER LEVEL <br />PERCOLATION <br />RATE (MINUTES <br />REMARKS <br />MINUTES) <br />(INCHES) <br />►tR INCH) <br />r� <br />l 1 : ? ! <br />12 <br />� C.J <br />o <br />00 <br />/ PERCOLATION RATE 80 MINANCH <br />V <br />SF•22(80-A) J <br />