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-PERCOLATION TEST DATA <br />PROJECT: Wyman fiaberer's home <br />JOB NO. P-136 <br />TEST HOLE LOCATION: See site plan <br />HOLE NO. 3 <br />DATEPREPARED: April 8. 1981 DIAMETER: 6 <br />_ INCHES DEPTH: 72 INCHES <br />SOIL PROFILE <br />DEPTH (INCHES) CLASSIFICATION (ASTM: 02408) <br />0" - 110" Topsoil <br />110" -0516" Sandy clays, dark brown <br />516" - 614" Silty sands <br />Damp but appeared to be well above the water table <br />METHOD OF SCRATCHING SIOEWALL Lath <br />2 " <br />DEPTH OF ►EA•S12RD GRAVEL IN BOTTOM OF HOLE: <br />INCHES <br />April 8, 1 181 <br />6 : 20 <br />INITIAL FILLING DATE: <br />TIME: <br />60 <br />WATER DEPTH OF INITIAL FILLING. ABOVE HOLE BOTTOM: <br />INCHES <br />TIME INTERVAL WHEN ALL WATER FROM INITIAL FILLING SEEPED AWAY 1 320 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 />CONDITIONS AFTER SOAKING PERIOD: Dry hole and dry bottom. <br />Side walls <br />undisturbed. <br />John Duffy <br />PERCOLATION TEST PEADINGS BY: <br />DATE PERCOLATION TEST STARTEOi April 9, 1981 <br />TIME: 6 : 00 XXXP.M. <br />12 <br />MAXIMUM WATER DEPTH AEOVE HOLE BOTTOM DURING TEST: <br />INCHES <br />TIME <br />MEASUREMENT <br />DROP IN <br />PERCOLATION <br />TIME <br />INTERVAL <br />(INCH[f) <br />WATER LEVEL <br />RATE (MINUTES <br />REMARKS <br />(MINUTES) <br />(INCHES) <br />PER INCH) <br />6:13 <br />38 1 4 <br />6:29 1 <br />16 <br />38 5 8 <br />3 8 <br />43 <br />6.50 <br />21 <br />39 1 8 <br />1 2 <br />42 <br />7.08 <br />18 <br />39 5 8 <br />1 2 <br />36 <br />7:43 <br />35 <br />40 1 2 <br />7 8 <br />40 <br />8:13 <br />30 <br />40 7 8 <br />3 8 <br />80 <br />8:45 <br />32 <br />41 3 8 <br />1 2 <br />64 <br />9.14 <br />29 <br />41 7 8 <br />2 <br />58 <br />9:43 <br />29 <br />42 3 8 <br />1/2 <br />58 <br />PERCOLATION RATE 53 WIN/INCH <br />cc� cx <br />SF-22(SOA) <br />