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CLEARWATER GROUP <br /> Soil Borehole Drilling, Monitoring Well Installation and Development, <br /> and Groundwater Sampling Field Procedures <br /> Drilling and Soil Sampling <br /> Len its Site Safe la tilt Clearance <br /> Clearwater Group obtains all the required permits,unless otherwise contractually directed Clearwater prepares a site <br /> specific Site Safety Plan detailing site hazards,site safety and control, decontamination procedures, and emergency <br /> response procedures to be employed throughout the defined phase of work At least 48 hours prior to drilling, <br /> Underground Service Alert (USA)or an equivalent agency is notified of the planned work Clearwater, attempts to <br /> ction (in <br /> ction with <br /> locate all able site mnagersnd b f available), and ove ground review of site ases by site ebuilt dr wings nClearwater itssubcontractors <br /> employ atprivate, <br /> knowledgeable site managers,, <br /> professional utility locator to refine the site utility inspection <br /> prilitng_Equipmenj <br /> All soil borings are drilled using a truck-mounted hollow-stem auger drill rig, unless site conditions warrant a <br /> different drilling method Subsurface conditions permitting, the first five feet of each boring is advanced using a <br /> hand-auger or post-hole digger All drilling equipment is inspected daily and manitamed in safe working condition <br /> by the operator All down-hole drilling equipment is steam cleaned prior to arriving on site Working components <br /> are <br /> y steam cleaned between <br /> ring <br /> to atiohe nril rig near the borehole,as All CLEARWATER drilling las and sampl grs and <br /> me hods are consistent lw h ASTM Method D-1452-80,and <br /> locat <br /> • local,state and federal regulations <br /> Soil SamIm and Ltholo is Desert ti n <br /> ring to be drilled at a site is continuously cored to obtain a complete <br /> Whenever possible, the first Clearwater bo <br /> hthologic description Otherwise, soil samples are typically collected every 5 feet to the total depth explored, using <br /> ampler if copper or zoic contamination is the subject of the <br /> brass tubes fitted m a California-modified split spoon s <br /> investigation, stainless steel liners are used instead of brass Additional soil samples may be collected based upon <br /> significant changes iii hthology or in areas of obvious soil contamination During soil sample collection, <br /> the split <br /> spoon sampler is driven 18 to 24 inches past the lead auger by a 140-pound hammer falling a minimum of 30 <br /> inches The number of blows necessary to drive the sampler and the amount of soil recovered is recorded on the <br /> are <br /> leaned <br /> Field tap <br /> water <br /> prior to oring Log The soil each sampling events Newrlainers aresusedcwhe everth an s oil sample solution <br /> retained for <br /> with tap wast <br /> laboratory analysis <br /> Soil samples selected for laboratory analysis are sealed on both ends with teflon tape and plastic end caps The <br /> samples are labeled, documented on a chain-of-custody form and placed in a cooler for transport to a state certified <br /> analytical laboratory Soil contained in remaining liners is removed for lithologic descriptions (according to the <br /> Unified Soil Classification System) Additional soil is screened for organic vapors by placing approxunately 30 <br /> grams of soil in a sealed plastic bag or a glass far sealed with aluminum foil The bag or far is left undisturbed for <br /> approximately 15 minutes, in the sun if possible The head space in the bag is accessed in a manner to minimize <br /> calibrated organic <br /> entry of <br /> field are noted tested with thfor e litho ogic danic escriptions onsaon the Fiend Exploratoryrmeter (OVM)Soil Boring Log results <br /> of the g <br /> On encountering an impenneabie (clayey) layer three feet or more in thickness below a saturated permeable layer <br /> where the impermeable layer is considered to be a possible confining layer for an underlying aquifer, drilling is <br /> halted until a decision to proceed is obtained from the project manager This process minimizes the chance of <br /> introducing contamination to an underlying,clean aquifer <br /> . Soil Waste ment <br /> Soil cuttingss are are stockpiled on and covered with plastic sheeting to control runoff, or contained in 55-gallon <br /> D O T-approved drums on site Waste soil is sampled to chemically profile it for disposable, and hauled by a <br /> licensed waste hauler to an appropriate landfill All waste stored on site is properly labeled at the time of <br /> production <br /> i reg iced June 29 2001 <br />