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HARNEY LANE y a° <br />I8 -8T -I s Res. fy Z <br />_ o <br />Crop pattern (Typ.) <br />LU <br />a: <br />co <br />Z <br />0 <br />U <br />U. a <br />o: <br />W <br />a: <br />ca <br />W <br />CO2 <br />a <br />z <br />a <br />H <br />a <br />0 <br />SCALE, 0 1000 FT <br />ee e <br />(Approx.) <br />Q <br />1 <br />t <br />Z -6 <br />I <br />® vs <br />B- ' <br />j <br />1 <br />oar <br />CL <br />8-87-2 <br />1 <br />-3 i <br />-3 <br />I 1 <br />f 81-87-3 <br />Mop modified from Klainfelder B <br />(A// well and boring locations <br />LEGEND* <br />®-1®' Exploratory boring location an® designation;' drliled by <br />Kisinfelder 8 Associates, 1986 <br />W-10 'Water Supply will location and designation SEISMIC LINE NO.IS): <br />8- Proposed exploratory boring location and designatlon (To be ®ATE: <br />• converted to ground -water monitoring welts) 57//z /d' <br />8-8T—) j PROJECT NO.: /0/7 <br />+ Proposed exploratory boring location and designation (2 of <br />which will be converted to permeameters) FIGURE NO.: 1 <br />