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M <br /> RIMBY <br /> TOP or CA;ENG DGPT14 TO WATE11 WArGR SURFACE -� <br /> WELL <br /> ELEVATI011, FEET a SURrACF FEETI' ELEVATION, FEET" <br /> Jag W-1 43.05 58.52 -15.47 <br /> W-2 42.09 59.03 -16.14 <br /> W-2A 42.139 59.90 -17.01 <br /> I <br /> r <br /> VI-20 42.71 59.30 -16.59 ' I <br /> F <br /> W-3 42.46 50.62 -16.16 <br /> 1V-4 42.99 59.11 -16.12 <br /> W-5 41.64 58,15 -16,31 <br /> W-r, 41.77 58.50 -16.73 <br /> W-7 41.44 57.99 -16.55 <br /> W-e 41.20 57,75 -16.55 I - <br /> i W-9 44.40 59.81, -15.41 <br /> W-10 42.61 58.74 -16.13 <br /> 3 rW-9 <br /> W-11 4 2.7 8 58.83 -16.05 I 2000 <br /> W-12 42.45 58.69 -16.04 F, <br /> 521 KETTLEMAN i r� <br /> a Absolute elevations based On City bench mark 786 on the northwest <br /> corner of the Kattfeman Lane and Hutchins Street Intersection. <br /> t <br /> Elevatfen of bench mark 786 IS 43.11 feet above sea level. <br /> Eb May 1990. <br /> C <br /> / 1e' <br /> r EXPLANATION <br /> OVERHEAD <br /> I TELEPHONE <br /> W�-20 moNETORING WELL LOCATION AND NUM13ER LIMES <br /> y KETTLEMAN <br /> i 4400. BENZENE CONCENTRATION, MAY 1990 .� <br /> 1 <br /> i PARTS PER BILLrON (PPB) -�s s <br /> - N.D. NOT DETECTABLE, DETECTION LIMIT 0.5PPB <br /> r W-7 <br /> r DIRECTION O>= GROUNDWATER FLOW W®8 <0.3 <br /> E <0.3 SS <br /> AME N <br /> r �r <br /> SAVIN <br /> 5k <br /> NORTH <br /> B <br /> i7 - - -- <br /> 0.3. <br /> d : I <br /> 0 so 100 <br />