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:T 02 '95 03:59PM Na ORANGE COUNTY P.3/3 <br /> P.3i3 <br /> DATE DRILLER ENGINEER : It g 0. LOG17i0N ELEVATION d DA 71M BAAENAP BORING <br /> I 3 95 <br /> GEOLOGIST: Sss Er�nZ 4u) ncr , NUMBER <br /> L BYe NIa net SCale t0 n het 1 of 1) <br /> DRill R3N GORING DIAMETER ihla LOA Is a sigllffed reprecentsticn of subsurface conditions at the Lisa end plea@ <br /> Dirsc t ei drlllins. Vi the passe a of time or at any other.location there may be <br /> 12. inches Dens ntial chances In (tions. <br /> d g <br /> } Wellw Engineering r a <br /> Description J w Classification C3 ~ " <br /> FOM <br /> 0 to 50 Vt <br /> y'incA diametnf <br /> t lank PVC. <br /> sched. ti 40 P:P° 1O <br /> 10 <br /> - - O to 40 Ft <br /> _ cement c�ro�.t <br /> zc <br /> 30 21 - 32 t sand, cy rqv cl <br /> 90 to 45 Y't <br /> bcntOo;lr se2i 32 - 4i Vt clay <br /> tZ <br /> 40 <br /> 45r. to 80 �t'' 'ii - 45 Ft Sar d <br /> tt3 Lonastar <br /> sand 50 45 - 5� Ft clay <br /> 50 to $O (rt <br /> k-in cl+ diaM et 6T <br /> O.OZO inch bo <br /> slotted PdC 5Z -1O �t sand <br /> scV.adula 40 <br /> TO <br /> 70 clw7 <br /> i3 - � 5 Pt sa„d <br /> LA <br /> s0 h'O ' SH t cloy r car <br /> T <br /> >n <br /> C-) <br /> !,j-A <br /> O <br /> LTE an SO IA ES Frani W;net <br /> EnQineerd / Planners / snryeyon M o�,tor y (GEOTECHNICAL <br /> 8001 $ulna dente TMw. a„r._ecn ._s__ ... <br />