Environmental Remediation Program

fact sheet

Division of Environmental Quality

Director: Kyra Moore

This fact sheet is intended for use by participants in the Brownfields/Voluntary Cleanup Program (BVCP). The following soil and groundwater sampling procedures are not intended to serve as a comprehensive standard operating procedure, but rather a list of guidelines to address common sample collection errors.

Soil Sampling

Headspace Readings (Field screening using a photoionization detector [PID])

If volatile organic compound (VOC) samples are to be collected, soil boring cores should be exposed to the atmosphere for a minimal amount of time. Using qualitative and quantitative field screening techniques, determine where along the soil column samples for laboratory analysis are to be obtained and collect them using EPA Method 5035. If headspace readings are to be obtained afterward, gather interval samples and place in a plastic bag or similar container. Prior to analysis, these interval samples should be manually shaken or agitated for 15 to 20 seconds. The agitation period should be consistent for all samples collected at the sample site. In cold weather, the samples should be placed in a heated vehicle or building and raised to room temperature (65-70 degrees Fahrenheit) prior to taking a reading. Please note that samples for VOC laboratory analysis should not be collected from the agitated samples.

SW-846 Method 5035

All soil samples to be analyzed for VOCs must be collected in accordance with SW-846 Method 5035. Soil samples should either be immediately cooled to 4 ± 2°C and delivered to the analyzing laboratory within 48 hours, or frozen within the 48-hour period if delivery within that time period is not possible. If chemical preservation is used, methanol is recommended as the preservative, as there are reports that the use of trisodium phosphate (TSP) can cause surrogate interference. Method 5035 should be referred to if chemical preservation is to be involved.

Groundwater Sampling

  • After well development, monitoring wells should be allowed to stabilize for at least 24 hours before sampling.
  • Well construction diagrams should be as-built diagrams (based on measured post-installation total depths).
  • A slotted screen must be used in temporary wells. Groundwater samples should not be collected from an open bore hole.
  • Generally, the length of a monitoring well screen should be no more than 10 feet.
  • Groundwater sampling activities should be thoroughly documented on sampling forms or in field notes (including stabilization criteria).
  • Groundwater samples to be analyzed for volatile organic compounds are usually preserved with acid to a pH<2. However, if sampling for products involving oxygenates, such as petroleum fuel, TSP should be used as the preservative (Note: while Method 5035 states that bisodium sulfate should be the preservative, the department has modified the method by requiring TSP instead). Samples should be collected so there is no headspace in the vial. Vials should be immediately cooled to 4 ± 2°C, and care should be taken not to freeze the samples.

Groundwater Sampling Methods

  • Low-flow/Passive Sampling

    • Low-flow methodologies or passive samplers should be used for groundwater collection.
    • Low-flow purging is intended to remove water from the screened section of the well and allow fresh formation water into the well while minimizing agitation and mixing with stagnant water within the well above and below the screen. Water levels must be monitored to ensure minimal drawdown (0.2 to 0.3 feet) and thus, minimal flow from the solid casing region. Water quality parameters (e.g., temperature, dissolved oxygen, pH, specific conductance, turbidity) must be monitored and purging is complete when selected parameters have stabilized.
    • Passive samplers acquire a sample from a discrete position within a well with little or no agitation of water within the well. They must remain submerged during a specified deployment period (dependent on the time required for the sampler to equilibrate with ambient water) and are intended to collect a sample representative of formation water directly adjacent to the well screen. The representativeness of the sample is dependent on horizontal flow of groundwater through the screen. Passive samplers can be deployed at one or more depths within the screened interval to evaluate contaminant concentrations at one or more points within the screened interval.
    • Additional information regarding low-flow and passive sampling can be found at the end of this document.
  • Bailers/Pumps

    • Current research indicates bailers are not the best available technology to collect groundwater samples. Studies have demonstrated that levels of volatile organic compounds in samples obtained with bailers are statistically lower than in samples obtained with other devices. In addition, bailing can cause increased turbidity.
    • The use of inertial lift pumps (e.g., Waterra, hand pumps) for sample collection is not recommended because they create a surging action, which may cause increased turbidity, loss of volatiles, aeration and degassing of samples.
    • Peristaltic pumps should be used with caution, as the vacuum created may cause volatilization and degassing in gas-sensitive or volatile samples.
    • Sample tubing should be selected carefully, as some flexible sample tubing (e.g., silicone and tygon) may leach plasticizers or adsorb or desorb organic compounds.
    • Bailers and peristaltic pumps are acceptable only in certain situations, such as grab samples from temporary wells and only with prior approval from the BVCP. When these methods are used, sampling personnel need to be properly trained since sampling results are highly dependent on the skill, care and consistency of the person collecting the samples. With bailers, great care must be taken to slowly and gently lower and raise the bailer in and out of the water column, and, when samples are to be analyzed for volatile organic compounds, a bottom emptying device must be used to decant samples to their respective volatile organic compound vials. With peristaltic pumps, a low flow rate (0.1 to 0.5 liters per minute) must be used to minimize volatilization. Research has shown that low lifts, low pumping rates and using non-sorptive tubing, such as Teflon, minimize the negative effects these pumps can have on a sample.
  • If groundwater samples are being analyzed for metals, field filtering is allowed as long as any preservation (especially with acid) is done after filtering. The program recommends using a 5μm in-line filter. However, please note that the use of low-flow groundwater sampling methods consistently produce samples with no statistical difference between filtered and unfiltered samples, obviating the need for field filtering.
  • In all cases, samples need to be preserved immediately in a cooler with ice.
  • All samples must be collected in accordance with an approved Quality Assurance Project Plan and appropriate quality assurance/quality control samples, such as duplicates and trip blanks, must be included. While participants are free to submit a site-specific Quality Assurance Project Plan, this level of effort is not required for most BVCP sites. To help participating sites meet this requirement while maintaining the streamlined efficiency for which the Brownfields/Voluntary Cleanup Program is known, the program has developed a generic Quality Assurance Project Plan for use by participants and their consultants. A site specific Quality Assurance Project Plan Addendum form is available to outline site-specific changes to the generic plan.

Additional Information:

Nothing in this document may be used to implement any enforcement action or levy any penalty unless promulgated by rule under chapter 536 or authorized by statute.

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