Laserfiche WebLink
Logging of Borings <br /> Soil cuttings and samples are logged using the Unified Soil CIassification System. Samples <br /> not selected for chemical analysis are examined in the field. The texture, color, moisture, <br /> plasticity, and consistency of soil, the blow counts, and subjective evidence of hydrocarbons, <br /> such as soil staining, obvious product odor, and photoionization detector (or similar <br /> instrument) readings are noted in the field on the Logs of Borings <br /> Sampling of Drill Cuttings <br /> Soil samples are collected from the stockpiled drill cuttings into a clean brass sleeve by driving <br /> the sleeve into the stockpiled soil using a hand-operated percussion sampler or similar tool <br /> The sleeve is removed from the sampler and promptly sealed with Teflon tape and plastic caps <br /> The sample is then labeled and placed in iced storage. Chain of Custody Records are initiated <br /> by the geologist and accompany the samples to the analytical laboratory. Disposal of the drill <br /> cuttings at an appropriate disposal facility is the responsibility of the client <br /> Monitoring-Well Construction <br /> Monitoring wells are constructed in the borings with thread pointed Schedule 40 PVC casing <br /> No chemical cements, glues, or solvents are used in well construction The screened portion <br /> of each well consists of factory-perforated casing, typically with slots of 0 010 or 0 020 inches <br /> in width. The well screen extends from the total depth of the well to approximately five feet <br /> above the groundwater surface This screened interval allows sampling at the air-water <br /> interface during seasonal and other fluctuations of the groundwater level The annular space in <br /> the well is packed with sand compatible with well slot size to approximately two feet above the <br /> slotted interval. A two to three foot thick bentonite plug is added above the sand pack to <br /> prevent the cement from entering the well pack The remaining annulus is backfilled to grade <br /> with a bentonite cement slurry <br /> Wells are protected with a traffic-rated, cast-aluminum utility box equipped with a PVC skirt <br /> The box has a watertight seal to protect against surface-water infiltration and must be opened <br /> with a special wrench. The design of this box discourages vandalism and reduces the <br /> possibility of accidental disturbance of the well. <br /> Well Development <br /> The newly installed groundwater monitoring wells are allowed to stabilize a minimum of 24 <br /> hours after installation prior to development to allow the grout to seal Before developing the <br /> monitoring wells, a water sample is collected for subjective analysis from near the water <br /> surface in the well with a dedicated disposable bailer. The wells are developed by pumping, <br /> bailing, and or surge-block techniques. Well development continues until the discharge water <br /> is relatively clear of silt and sand. Clay-size sediments derived from the screened portion of <br /> SHF-LLSIFLDMTHDS doc 2 <br />