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PERCOLATION TEST DATA <br />PROJECT: Wyman Haberer's home <br />JOB NO. P-136 <br />TEST HOLE LOCATION: See site plan <br />2 <br />HOLE NO. <br />DATE PREPARED: April 8, 1981 DIAMETER: 6 INCHE4 <br />DEPTH: 9 INCHES <br />6 <br />SOIL PROFILE <br />DEPTH (INCHES) CLASSIFICATION (ASTM: 02408) <br />0 - 6" Topsoil <br />6" - 510" Sandy clay, dark, mottled <br />510" - 610" Silty sands, trace of gravel <br />METHOD OR SCRATCHING SIDEWALL Lath <br />2 <br />DEPTH OF PEA -SIZED GRAVEL IN BOTTOM OF HOL[: INCHES <br />INITIAL FILLING DATE: April 8, 1981 TIy;E: —1 : 10 <br />60 <br />WATER DEPTH OF INITIAL FILLING. ABOVE HOLE BOTTOM: <br />, AINACnHES <br />TIME INTERVAL WHEN ALL WATER FROM INITIAL FILLING SEEPED AWAY 1440 MIN. <br />METHOD USED TO MAINTAIN AT LEAST 12 INCHES OF WATER DEPTH IN HOLE FOR AT LEAST 4 HOURS: <br />Filling from water bucket <br />Damp bot .cam, minor side wall <br />collapse at <br />CONDITIONS AFTER SOAKING PERIOD: <br />bottom one foot degth <br />PERCOLATION TEST READINGS BY: John Duffy <br />DATE PERCOLATION TEST STARTED: April 9. 1981 TIME: <br />6: 00 MAX, P.M. <br />12 <br />MAXIMUM WATER DEPTH ABOVE HOLE BOTTOM DURING TEST: INCHES <br />TIME <br />TIME <br />INTERVAL <br />MEASUREMENT <br />(INCHES) <br />DROPIN <br />WATER LEVEL <br />PERCOLATION <br />RATE (MINUTES <br />REMARKS <br />(MINUTES) <br />(INCHES) <br />PER INCH) <br />6:11 <br />28 1/2 <br />6:49 1 <br />38 <br />30 1/2 <br />2 <br />19 <br />7:08 <br />20 <br />31 1 4 <br />3 4 <br />27 <br />7:42 <br />34 <br />32 3 8 <br />1 1 8 <br />54 <br />8.12 <br />30 <br />33 <br />30 <br />32 <br />34 <br />5 8 <br />51 <br />9.13 <br />29 <br />34 5 8 <br />5/8 <br />46 <br />9.42 <br />29 <br />ama e to hole <br />bottom gives a <br />PERCOLATION RATE <br />1 �IN/INCM <br />SF•22(80-A) <br />