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IV <br />ME <br />PERCOLATION TEST DATA <br />PROJECT: 11-00$t�cic[•,v5 �f�� <br />,•% .Cdr• <br />JOB NO. 12a"C%- 74g-. <br />f L -1 9 G .� <br />` <br />NOL[ NO. J--�-- <br />T[fT MOL[ LOC ATIONI <br />1 $ �~ <br />r W INCM[f <br />09/764: L INCM[f <br />GAVE PREPARED, <br />04AMETER: <br />SOIL PROFILE <br />C,,xV I3•-71 <br />O[1TH /116CM <br />CLASSIFICATION IAST51- 05M0) <br />/y) <br />M[THOOOF SCRATCHING SID9WALL <br />DEPTH OP 109Ak11129D GRAVEL IN 11107TOM OF NOL[: <br />'NCM" <br />1.4 - 17- S6-- <br />" <br />INITIAL FILLING DATES <br />TIME: <br />/ <br />WATER 09PTM OF INITIAL PILLING, AHOY[ HOLE BOTTOM: INCHES <br />TIM[ INTERVAL WM[M ALL WATER FROM INITIAL FILLING <br />59[1[0 AWAY MIN. <br />✓,,, <br />METHOD USED TO MAINTAIN AT LEAST IS INCMES OF <br />WATER DEPT" IN MOLE FOR AT LEAST • HOURS- <br />CONDITIONS AFTER SOAKING 19X1001 <br />N <br />n � i I <br />A <br />A <br />A. O 1 r J <br />P9 RCOlAT10N ♦[ST READINGS HV1 11 <br />/ , O <br />OAT[ P[RCOLAT/ON TEST STARTED: , <br />` TILE: <br />Ay. Py <br />MAXIMUM WATER DEPTH AS0V9 MOL[ BOTTOM DURING <br />TEST: INCNLS <br />TIME MEAiUR[M[NT <br />TIM[ (RITE AVAI (INCMIII <br />DAOP IN PERCOLATIO N <br />WATER LEVEL RATE IMM UT[S <br />R[YARKf <br />If11NUT95) <br />/INCM9S1 PER INCH) <br />lit - <br />7 <br />It <br />1 <br />7 <br />7 <br />L <br />PERCOLATION RATE <br />1N/ -NCM <br />