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Mr. Troung Mai <br /> Arcady Dump Site <br /> Holt, California - 3 - 1 December 2000 <br /> 8. Page 3-3 During 1998, ERM inspected All wells MWS, MW6, MW7 and MW8 <br /> Section 3.2 six existing monitoring wells must be located and abandoned pursuant to <br /> (MW-3 through MW-8) on the San Joaquin County's well abandonment <br /> southern parcel. Only two of requirements. In addition, the proposed <br /> these wells (MW-3 and MW-4) wells MW 13 and MW 11 will replace MW8 <br /> are usable. and MW5, respectively. No wells have been <br /> proposed to replace MW6 and MW7. Two <br /> additional wells must be installed at those <br /> locations. To prevent the burial of wells in <br /> the future, the new wells should be <br /> completed as above ground completions, <br /> protected by bollards, whenever possible. <br /> 9. Page 3-4 Placement of one Background The placement of a background well <br /> Section 3.2 well downgradient of the site is not appropriate. <br /> 10 Page 3-5 Lithologic descriptions Drill cuttings will not provide the detail <br /> Section 3.2.1 recorded by the geologist will needed for identifying the contacts of the <br /> be based on visual inspection units, the physical components of the units <br /> of the drill cuttings. or the any internal structures within these <br /> units. Therefore, all new monitoring wells <br /> should be logged in detail from the surface <br /> to the total depth of the borehole. <br /> 11 Page 3-5 The well screen will consist of The selection of the well screen size and <br /> Section 3.2.1 threaded,flush joint pipe with filter pack cannot be determined until the <br /> 0.010-inch slot size. Each intended screen interval is encountered, <br /> monitoring well will be described and sieved. Include with your <br /> screened from the top of the boring logs a copy of the sieve analysis plot <br /> piezometric surface to total for each new well. For this procedure refer <br /> depth, with allowance for to ASTM D5092-90 (1995)el Standard <br /> seasonal fluctuations of up to S Practice for Design and Installation of <br /> feet. The annual space Ground Water Monitoring Wells in <br /> between the well screen and the Aquifers. <br /> borehole wall will be backfilled <br /> with clean, washed, well- Furthermore, the location of this site may <br /> graded, 10/20 silica sand to 2 cause difficulty during the well installation, <br /> feet above the screened due to the possible artesian conditions that <br /> interval. may exist. An explanation must be provided <br /> that explains how your rig geologist will <br /> identify and document this situation and <br /> how the well will be screened if this occurs. <br />