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1 <br /> Langston Is Market, 1561 S Seventh Street,Lathrop, California <br />' Mork Plan-Phase II Lateral& Vertical Extent of January 10, 1996 <br /> Second Groundwater Aquifer,Revised Page: 3 <br />' compacted backfilling began Replacement of the groundwater morutoring wells was conducted <br /> between September 21 and 23, 1995 <br />' The interim remedial excavation removed the secondary source of soil contamination in the area <br /> of the former underground storage tank The de-watering of the excavation significantly reduced <br /> the groundwater contamination plume Contamination was detected below the "Stockton Blue" <br /> clay in bonng EW-1 No contamination was detected at this interval in any of the other borings <br /> 3.0 Work Plan <br /> This work plan has been developed for the purpose of conducting diree (3) sort borings throuih the <br /> second aquifer and completing each as a monitoring well These wells will be du r-retely screened for <br /> the purpose of defining the gradient and direction of the second aye ifer groundwater, and to deterrnuie <br /> both vertical and lateral extent of the contamination identified in the well replacement phase of the <br /> interim remediation The locations of the three (?)wells are proposed as shown on Figure 2 <br /> ko 3'.1 Drilling <br /> Nernuts will be obtained as necessary for all wells (including bonngs) before dr ll.rig lit_gins <br /> The sod borings will be accomplished using a mobile mounted drilling rig 2mpioving the use of <br /> a hollow stem flight auger no less than 3 t/4" i d and 8" o d <br /> All drilking equipment will be thoroughly steam-cleaned bo-fore urlling to prevent the <br /> introduction of contamination from off site, and betwE. n bon'..-,s to prevent ...o6s <br /> contamination <br /> - The borings will be logged under the direct supervision of a registered pf-ofessional using the <br /> Unified Soil Classification System (Figure 5) The color, texture, moisture, plasticity (if <br /> applicable), consistency of the earth materials, pertinent soil or bedrock characteristics and any <br /> evidence of contarnination will be noted All water bearing zones and the depths at which they <br /> were encountered will be noted on these logs <br /> All borings will be drilled in such a manner as to prevent cross contamination between strata <br /> g <br /> Exploratory soil borings within the unsaturated zone will be backfilled with a cement and three <br /> percent(3%)Bentonite nuxture <br /> I Borings into the saturated zone will be drilled to a maximum of 20 feet beneath the top of the <br /> aquifer being explored If a deeper aquifer is to be investigated, conductor casing will first be <br /> grouted into place to seal off the upper aquifer and drilling will proceed through the conductor <br /> casing after the grout has been allowed to set for 48 hours The two south wells should not <br /> need conductor casing, as the adjacent borings SB-10 and MW-2 tested "ND" <br />