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• i iCLEARWATER GROUP Soil Borehole Drilling,Monitoring Well Installation and Development, and Groundwater Sampling Field Procedures Drilling and Soil Sampling Permits, Site Safest+Plan.Utility.!Qlgarance Clearwater Group obtains all the required permits,unless otherwise contractually directed Clearwater prepares a site specific Site Safety Plan detailing site hazards, site safety and control, decontamination procedures, and emergency response procedures to be employed throughout the defined phase of work At least 48 hours prior to drilling, Underground Service Alert(USA)or an equivalent agency is notified of the planned work Clearwater,attempts to locate all underground and above ground utilities by site inspection (in conjunction with its subcontractors and knowledgeable site managers,if available),and review of site as-built drawings Clearwater may employ a private, professional utility locator to refine the site utility inspection grilling Equipment All soil borings are drilled using a truck-mounted hollow-stem auger drill rig, unless site conditions warrant a different drilling method Subsurface conditions permitting, the first five feet of each boring is advanced using a hand-auger or post-hole digger All drilling equipment is inspected daily and maintained to safe working condition by the operator All down-hole drilling equipment is steam cleaned prior to arriving on site Working components of the drill rig near the borehole, as well as augers and drill rods are thoroughly steam cleaned between each boring location All CLEARWATER drilling and sampling methods are consistent with ASTM Method D-1452-80, and local,state and federal regulations Soil Sampling and Lithologic Descripllpil Whenever possible, the first Clearwater boring to be drilled at a site is continuously cored to obtain a complete lithologic description Otherwise,soil samples are typically collected every 5 feet to the total depth explored, using brass tubes fitted in a California-modified split spoon sampler if copper or zinc contamination is the subject of the investigation, stainless steel liners are used instead of brass Additional soil samples may be collected based upon significant changes in ltthology or in areas of obvious soil contamination During soil sample collection, the split spoon sampler is driven 18 to 24 inches past the lead auger by a 140-pound hammer failing a minimum of 30 inches The number of blows necessary to drive the sampler and the amount of soil recovered is recorded on the Field Exploratory Soil Boring Log The soil sampler and liners are cleaned with an Alconox® solution and rinsed with tap water prior to each sampling event New liners are used whenever a soil sample may be retained for laboratory analysis Soil samples selected for laboratory analysis are sealed on both ends with teflon tape and plastic end caps The samples are labeled, documented on a cham-of-custody form and placed m a cooler for transport to a state certified analytical laboratory Soil contained in remaining liners is removed for lithologic descriptions (according to the Unified Soil Classification System) Additional soil is screened for organic vapors by placing approximately 30 grams of soil in a sealed plastic bag or a glass,Jar sealed with aluminum foil The bag or jar is left undisturbed for approximately 15 minutes, in the sun if possible The head space in the bag is accessed in a manner to minimize entry of outside air,and is tested for total organic vapor using a calibrated organic vapor meter(OVM) The results of the field screening are noted with the lithologic descriptions on the Field Exploratory Soil Boring Log On encountering an impermeable (clayey) layer three feet or more in thickness below a saturated permeable layer, where the impermeable layer is considered to be a possible confining Iayer for an underlying aquifer, drilling is halted until a decision to proceed is obtained from the project manager This process minimizes the chance of introducing contamination to an underlying,clean aquifer Soil Waste Managment ' Soil cuttings are stockpiled on and covered with plastic sheeting to control runoff, or contained in 55-gallon D O T-approved drums on site Waste soil is sampled to chemically profile it for disposable, and hauled by a licensed waste hauler to an appropriate landfill All waste stored on site is properly labeled at the time of production CLHARWATEP GROUP(WI/GWS) I revised June 29, 2001