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Ci��n��;ftirailayton t� C0%SLLTa\t5 ( Soil samples selected for laboratory analysis are left in the brass liners, sealed with aluminum foil and plastic caps, taped for air tightness, labeled, and immediately placed into a pre-cooled ice chest chilled to less than 4°C. Labels contain the following information: site name, date and time sampled, borehole number and depth, and the sampler's initials. The samples are transported under chain-of-custody to a state-certified laboratory. The laboratory analyzes soil sampies within the prescribed holding time, storing them at temperatures below 4°C at all times. Pending results of laboratory analysis, excess drilling and sampling cuttings are placed into Department of Transportation (DOT)-approved drums, labeled with the name of the site, address, and well number, and left at the site. Uncontaminated soil may be disposed of by the client. Soil found to contain Ievels of contaminants above local or state action levels will require that the client dispose of it in accordance with hazardous waste regulations. At the client's request, we will assist with the disposal of contaminated soil: WELL CONSTRUMON Boreholes are converted to monitoring wells by placing 2-inch or 4-inch diameter well casing with flush-threaded joints and slotted screen into the borehole. Construction materials I include polyvinyl chloride (PVC), stainless steel, or low carbon steel. The most suitable material for a particular installation will depend on the parameters to be monitored. All i screens and casings used are in a contaminant-free condition when placed in the ground. Na thread lubrication is used, other than teflon tape, for connecting the casing segments. Wells extend at least 10 feet into the upper saturated zone but do not extend through any clay layers greater than 5 feet that are belov., the shallow water table. Factory-slotted casing j is used throughout and extends at least 2 feet above the permeable water-bearing zone. The top of the well is solid casing. The annular space of the borehole is backfilled with washed, kiln-dried sand to a point at least 1 foot above the slotted screen. A seal above the filter pack is formed by placing a 1- to 2-foot layer of bentonite pellets on top of the sand. The bentonite pellets are moistened by pouring clean tap water down the hole so that they can -* expand and seal the annulus. A neat cement grout is placed above the bentonite seal and brought to the ground surface. Well casings are protected from surface contamination, accidental damage, and unauthorized entry or tampering with water-tight locking capson the well casings. The caps are usually F surrounded by a concrete vault. Wells are clearly identified with a metal tag or other device j w' ; e the following information is recorded; well number, depth to water, depth of well, casing-data including location of screened interval. WEIJDMLOPMENT i The well seal in newly developed wells must set up for 48 to 72 hours prior to development. Since development of the well can volatilize contaminants present, the well must also settle ` for at least 48 to 72 hours between development and the first purging/sampling incident. -vF J All monitoring wells are initially develoed to clean the well and stabilize sand gravel, and r{ p n disturbed aquifer materials around the screened internal perforations. Wells are developed p -P 2