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<br />... <br />u <br />~ 200 <br />... <br />'" <br />::;) <br />II> <br />Q <br />Z <br />~ <br />-' 300 <br />~ <br />0 <br />-' <br />... <br />II) <br />0- <br />... 400 <br />... <br />... <br />~ <br />::r; <br />0- <br />... <br />... 500 <br />Q <br /> <br />CASING AND <br />LITHO LOGY PERFORATIONS <br /> <br />QUALITY OF WATER AND SPECIFIC CAPACITY <br />(DETERMINED AFTER CASING) <br /> <br />Ol <br /> <br />"', '" <br />':'.:.1:.:<.: <br /> <br />1 '0"0"" ".", ""'''' <br /> <br />T.D.S. 2200 <br />CAPACITY, 21 GPM PER FT. <br /> <br />, (fo'~ <br /> <br />~.~"~.~./':;i: <br /> <br />100 <br /> <br /> <br />"'{. ~ ~ ;:,.::: <br /> <br />1(:::H~~:: <br /> <br />,':,'''' '., 12" <br /> <br />:1,0:.' : <br /> <br />::,,:-.,' <br />::::'::~~'r~ <br /> <br />~.:qt".:o: <br /> <br />~~:~:fX;:~~ <br /> <br />600 <br /> <br /> <br />B <br /> <br />] <br /> <br />COMPOSITE SAMPLE T.D.S. 7490 <br />SPECIFIC CAPACITY, 3.7 GPM PER FT. <br /> <br />EXPLANATION <br /> <br />pi"J] <br />M <br /> <br />~ <br />~ <br /> <br />~ <br />~ <br /> <br />SAND <br /> <br />Sll T <br /> <br />CLAY <br /> <br />~ <br /> <br />1:","'4"J <br />'.:iill'j, <br />SAND, GRAVEllY <br /> <br />~,-,.",.:. <br />.tJ-.,.... <br />:.,;':.b.' <br /> <br />SAND, WITH <br />SOME GRAVel <br /> <br />700 <br /> <br />GRAVel, SANDY <br /> <br />BOO <br /> <br />CALICHE <br /> <br />FIGURE I <br /> <br />U. S. GEOLOGICAL SURVEY TEST WE LL LCR P -16 <br />T. 8 S., R. 21 E., SECTION 13-Al <br /> <br />002847 <br />