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CA ARNG Field Quality Assurance Project Plan <br />9.1.5 Groundwater Sample Collection Procedures <br />9.1.5.1 Prior to initiating groundwater sampling, a water level survey may be conducted to measure <br />groundwater flow directions and horizontal gradients. Figure 9-1 (at the end of the section) is an example <br />of a water level log. All measurements will be taken from the north side of the casing or as indicated <br />(notched mark). Water levels in all wells and piezometers will be measured to the nearest 0.01 foot using <br />an electronic water level sounder. All water levels will be measured within 72 hours to provide an <br />accurate view of groundwater flow direction. These measurements will be used to produce potentio- <br />metric surface maps for each horizon. The sounder will be decontaminated as discussed in Section 9.3. <br />Monitoring Well Samples <br />9.1.5.2 Newly installed wells will be sampled no sooner than two days after well development. After <br />that, wells will be sampled in the order of least expected contamination to highest expected contamina- <br />tion whenever possible to minimize the potential for any cross contamination. Prior to beginning <br />sampling activities, the waterproof, expanding well cap on the well casing will be removed and the well <br />will be checked for organic vapors with an organic vapor analyzer (OVA) or photoionization detector <br />(PID) meter at the well head. The water level and the depth of the well will be measured and the values <br />obtained will be used to calculate the required purge. volume. <br />9.1.5.3 A minimum of three submerged well casing volumes will be removed during purging of the <br />monitoring well using a submersible pump. Water quality measurements, including pH, specific <br />conductivity (SC), temperature, and turbidity, will be performed periodically on samples of the discharge <br />water. These measurements are collected at a minimum of five times (unless well purges dry) over an <br />evenly spaced time interval of the required purge. Results will be noted on a purge log (Figure 9-2 at the <br />end of the section). <br />9.1.5.4 Once the well is sufficiently purged and the measured parameters have stabilized, the well will <br />be considered ready for sampling. Field parameters will be considered ready for sampling. Field <br />parameters will be considered stabilized when less than 10% change in SC; less than 0.2 unit change in <br />pH; and less than 1 °C change in temperature between consecutive measurements is recorded. If the water <br />level in a well does not recharge to within 80% of the static water level within one hour, it will be <br />considered impractical to purge the well of three well volumes and the well will be pumped dry once <br />more and sampled as soon as 80% recharge has occurred. <br />Portable Submersible Pump (Port -a -Reel System) <br />9.1.5.5 An electric submersible pump (2 -inch Grundfos® pump) or stainless steel bailer and/or a <br />Teflon® bailer are used to purge water and collect samples at wells not equipped with dedicated systems. <br />The pump is typically used to purge the groundwater while the Teflon® bailer is used for groundwater <br />sample collection. A flow control valve attachment at the bottom of the bailer is used to transfer the <br />sample to the sample containers. The equipment required to purge and collect groundwater samples are: <br />• Submersible pump (2 -inch Grundfos® pump attached to a portable hose reel); <br />• Water level, PID or OVA, pH, temperature, specific conductivity, and turbidity meters; <br />• Electrical generator; <br />• Wastewater container; <br />field QAPP.DOC 9-4 May 2000 <br />