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SECTION 2 <br /> SOIL AND GROUND NATER <br /> INVESTIGATION WORK PLAN <br /> 1 <br /> This section outlines the proposed activities for further evaluation of <br /> soil and ground water conditions at the former underground storage <br /> tank site <br /> Scope of Work <br /> ERM-West proposes to construct and sample four ground water <br /> monitoring wells (Figure 1-2). The first well will be located at the <br /> approximate center of the former tank location. The direction of <br /> ground water flow at the subject site is inferred to be to the south, this <br /> is the same direction as that which has been determined during the <br /> investigation of the 1515 West Weber Avenue site which is located <br /> approximately 500 feet to the west of the subject site. Thus, the <br /> second well will be located in a hydrologically down-gradient <br /> direction from the former UST (to the south) The third well will be <br /> situated in a cross-gradient direction from the former UST (to the <br /> east), and the fourth well will be located in an up-gradient direction <br /> ' from the former UST, to the north Three of the wells will be located <br /> outside the building and the fourth may either be located inside the <br /> building or will be installed gust outside the building using an angle <br /> boring technique. <br /> Preparation for Drilling <br /> ERM-West will utilize the services of USA Alert and an underground <br /> utilities locator to ensure that well borings are placed in locations <br /> which are sufficiently removed from underground hazards (pipes, <br /> electric lines, etc ) The proposed drilling locations in this work plan <br /> are subject to slight modifications based on the findings of the <br /> subsurface utilities investigation <br /> All of the proposed monitoring wells are situated in areas which are <br /> covered with asphalt and/or concrete To gain access to the soils for <br /> drilling purposes, a concrete coring company will be retained to cut <br /> through the asphalt and concrete <br /> 2-1 <br />