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MR. TESSIER WENT ON TO DISCUSS LAYERS AND TYPES OF MATERIAL <br />ENCOUNTERED IN DRILLING THE WELLS, <br />CHAIRMAN WODTKE REVIEWED MR. TESSIER'S STATEMENTS AND NOTED <br />THAT BASICALLY IT APPEARS THAT WITH SIX WELLS THERE IS A CAPACITY OF A <br />MINIMUM OF 3 MILLION GALLONS PER DAY WITH A POTENTIAL MILLION AND A <br />HALF ADDITIONAL IF THREE WELLS ARE ADDED TO THE NORTH. ALSO AFTER <br />FURTHER STUDIES TO MONITOR THE AFFECT ON DRAWDOWN, THE RECHARGE ABILITY <br />OF THE AREA, BASED UPON AN AVERAGE OF 12" OF RAINFALL A YEAR, (WHICH <br />IS A CONSERVATIVE FIGURE) WOULD BE 4 MILLION GALLONS PER DAY AND BASED <br />ON 18" OF RAINFALL ANNUALLY, IT WOULD BE SIX MILLION. <br />CHAIRMAN WODTKE ASKED IF MR. TESSIER FELT THERE WOULD BE A <br />POTENTIAL FOR WATER EAST OF LATERAL G, AND MR. TESSIER DID, BUT NOTED <br />THE CLOSER YOU GET TO THE RIVER, THE GREATER THE POSSIBILITY OF SALT <br />WATER INTRUSION. <br />CHAIRMAN WODTKE ASKED IF MR. TESSIER HAD ANY REASON TO BELIEVE <br />THAT A DRAWDOWN OF 3 MILLION GALLONS PER DAY WOULD HAVE AN AFFECT ON <br />ANY WELLS IN THE AREA. <br />MR. TESSIER FELT THERE WOULD BE SOME AFFECT EXTENDING BEYOND <br />THE LIMITS OF THE PARK, MAINLY DEPENDENT ON THE WELL CONSTRUCTION, PUMP <br />INSTALLATION AND PROXIMITY TO THE WELLFIELD. <br />THE CHAIRMAN NEXT ASKED IF THE 3 MILLION FIGURE IS CLOSE TO <br />THE MAXIMUM OR A RELATIVELY CONSERVATIVE FIGURE BECAUSE OF CONCERN <br />ABOUT DRAWDOWN IN THE AREA. <br />MR. TESSIER STATED THAT THEY MUST TAKE THE CONSERVATIVE <br />APPROACH, AND THEY BELIEVE THAT 3 MILLION IS MUCH CLOSER TO THE MINIMUM <br />THAN THE MAXIMUM. <br />ATTORNEY COLLINS QUESTIONED IF THEY FELT THEY WOULD BE LIABLE <br />TO FIND THE SAME TYPE RESULTS ALL THE WAY DOWN THE RIDGE - TO GIFFORD <br />POSSIBLY? <br />MR. TESSIER STATED IT WAS PROBABLE THEY WOULD FIND SOMETHING <br />SIMILAR, THOUGH WELL DEPTH WOULD VARY SOME AND YIELD ALSO, BUT NOT <br />TO A GREAT EXTENT. <br />CHAIRMAN WODTKE ASKED ABOUT THE QUALITY OF THE WATER. <br />5 <br />MR. TESSIER STATED THAT THE TECHNICAL LAB RAN A COMPLETE <br />ANALYSIS ON THE TEST WELL SAMPLES, WHICH INDICATES THAT THE WATER IS <br />86 <br />OCT 18 1978 <br />A <br />