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I <br />DHQ-Manville <br />June 16, 1972 <br />K. J. Whalen <br />STOCKTON PIPE. PLANT <br />PROCESS [,ASU PERCOLATION AFFECT <br />ON GROUND MATER <br />Rim 211912 <br />h1 <br />PI.ANi MGR. _� <br />�,A StOCK10N U% <br />At the request of Pipe DHQ, four (4) test holes were drilled in the ground <br />at select -d points in the vicinity of the asbestos -cement process settling ponds. <br />Samples at groundwater which was encountered were sent to a laboratory where <br />they were analyzed for various chenical constituents common to A/C process <br />wastes. The purpose of these tests was to ascertain if, and to what degree, <br />percolation of process effluents into the groundwater strata is changing the <br />quality of the natural groundwater. <br />The manner in which the tests were performed, the findings and general comments <br />are contained in a report,ent:itled RESULTS OF CUEMICAL TESTS ON WATER AND SOIL <br />SAMPLES -JOHNS MANVILLE' PLANT-STOCKTOiN, CALIFORNIA - File No. S-1182-3, dated <br />May 31, 1972 by J. H. Kleinfelder and Associates. The report is on file in <br />Pipe D1:Q Production Department. <br />`The report concludes with the comment "From the data obtained, we find no <br />evidence to indicate that the groun&,,atcr is affected by the wastewater <br />storage, at this time. It is possible, however, that this could change in <br />the future". <br />From consideration of the data in the report we feel that it would be difficult <br />to show that percolation of process effluents from the pond at Stockton Plant <br />is changing the natural groundwater in any significant way. On the other <br />hand, it should be kept in mind that it might also be very difficult to show <br />that it is not. <br />The most significant comparisons that can be made are: <br />Pondwater <br />PH 10.5-11.4 <br />Dissolved Solids 570-1130 <br />Total Hardeners. 340-750 <br />Ca 130-293 <br />Cl 133-160. <br />Na 53-71 <br />SO4 140-284 <br />(all in ppm except Ph) <br />Immed. Adiacent to Pond <br />7.3-8.0 <br />590-710 <br />160-350 <br />24-190 <br />150-180 <br />61-83 <br />49-266 <br />750' from Pond <br />7.8 <br />530 <br />390 <br />79 <br />100 <br />66 <br />123 <br />