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1 <br /> CL--E-A-4 <br /> RVhATER <br /> G R O L3 P, I N C <br /> organic vapor using a calibrated photoionization detector The results of the <br />' field testing will be noted with the hthologic descriptions on field exploratory <br /> soil boring log Soil samples selected for laboratory analysis will be covered <br /> on both ends with teflon tape and plastic end caps The samples will then be <br />' labeled, documented on a chain.-of-custody form and placed in a cooler for <br /> transport to a state certified analytical laboratory <br />' Drill soil cuttings will be stockpiled on plastic and covered to control runoff, <br /> or placed m 55 gallon D O T drums on site, sampled for landfill profiling <br /> purposes and hauled by a licensed hazardous waste hauler to an appropriate <br />' landfill All waste stored on site will be clearly labeled <br /> Well Installation <br /> Soil borings not to be converted into monitoring wells will be sealed to the <br />' ground surface using either neat cement or a cement/bentonite grout mixture <br /> in accordance with federal, state and local regulations <br /> i <br /> Soil borings that will be converted into monitoring wells will be a minimum <br /> of eight inches in diameter for 2-inch diameter wells and a minimum of ten <br /> inches in diameter for 4-inch diameter wells Monitoring wells will be <br /> constructed with schedule 40, threaded polyvinylchloride (PVC) casing and <br /> have factory-slotted screen. The screened interval will be placed such that it <br /> will extend approximately ten feet into the water bearing zone, and at least <br />' two feet above the expected water level Screen slot size and sand pack will be <br /> chosen based upon the expected aquifer materials A graded sand pack will be <br /> placed in the annular space across the screened interval and extended <br /> approximately one to three feet above the screen A minimum of a one foot <br /> seal of bentonite will placed above the sand pack The bentonite seal will be <br /> hydrated by either formation water or distilled water Neat cement or a <br /> cement/bentonite grout mixture seals the remaining annular space to the <br /> surface If bentorute is used in the grout mixture, it will not exceed 5% by <br /> weight A watertight locking cap and protective traffic-rated vault box will be <br /> Iinstalled on top of each well. All well materials will be free from <br /> contamination prior to installation Complete well construction details will <br /> be presented on the field exploratory soil boring log. Fluids or lubrications <br /> will not be used during the connection of individual lengths of screen and <br /> solid casing, other than distilled water <br /> CLEARWATER GROUP,INC 2 December 16, 1994 <br />