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<br /> <br />TABLE A-1 <br />SlPT1AIZY OF hDNITORING 6dELI, INSTALLATION AND FIELD PERh1FABILITY TESTING <br />hLXQTIt)ItTNG INSIALIATION GROUND SUR- PVC TOTAL PERFORATID PVC PIPE DEPTH TO FIII.D PEfII~.4BILITY <br />WET1. DATE '.'ACE II.EV- PIPE D~YTTI INTERVAL STICK UP GROTIIQD PERh1FABILITY K <br />NUhIBTR ATION SIZE OF PVC R <br />O <br />W ~~ ~~ <br />~~ ~~D <br /> G <br />O <br />Uh <br />ID ~~ _ <br />~~ IN <br /> SURFACE SURFACE STALIATION <br />INCH. (FEEL) (FEE'T') (FEET) (FEET) can/sec ft/day <br />B-3A (1) 10-29-81 6946.76 2 18.0 18.0-20.0 2.2 DRY FALLING HEAD 2.6x10-6 7.4x10-3 <br /> Gravel Cushion <br />B-4 10-23-81 6832.39 1 58.9 47.4-58.9 0.9 DRY NO TESL' - - <br />B-5 10-26-81 6880.73 22 29.4 23.9-28.9 2.5 DRY FALLING HEAD 4.1x10-5 1.x10-2 <br />B-6 10-29-81 6778.01 2'~ 92.5 85.5-90.5 2.5 DRY FALLING HEAD 1.2x10-5 3.4x10-2 <br />B-7 10-28-81 6550.0(2) 2 98.0 86.0-96.0 2.0 DRY FALLING HEAD 2.5x10 6 7.1x10-3 <br />8 <br />n <br />0 <br />z <br />n <br />NOTE' (1) PVC pipe in this well was pulled out after performance of the permeability test <br />(2)Elevation is approxirr~te only <br />