Passive sampling device and method of sampling and analysis

1. A passive kinetic sampler for quantitative passive soil vapor concentration measurement comprising: a container filled with a sorbent medium and having one or more openings; wherein the sampler has an uptake rate and sampler dimensions that constrain the uptake rate to match values that minimize or eliminate a starvation effect as calculated via mathematical models; wherein the mathematical models calculate a diffusive delivery rate of vapors to a void space in which the passive sampler is deployed and depend at least in part on soil moisture and porosity; and wherein the uptake rate during a sampling interval, as constrained by the sampler dimensions, is less than or about the delivery rate of vapors from surrounding soil, so the concentration of vapors in the void space within which the sampler is exposed is similar to the concentration of vapors in the surrounding soil gas throughout a majority of the sampling interval, wherein the sampler dimensions include the total area of the one more openings through which the sorbent material is exposed to the void space and the container having a volume in the range of 0.8 to 5.0 mL; and wherein the uptake rate that minimizes the starvation effect is less than the diffusive delivery rate.

2. The sampler of claim 1 wherein the container has a volume of approximately 0.8 to 2.0 mL.

3. The sampler of claim 1 wherein the sampler container is smaller than 1.8 mL.

4. The sampler of claim 1 wherein the sampler container is smaller than about 5.0 mL.

5. The sampler of claim 1 wherein the sorbent medium is suitable to retain and recover the target analytes consisting of a method selected from solvent extraction and thermal desorption.

6. The sampler of claim 1 wherein the uptake rate is within the range of about 0.1 to 1 milliliter per minute (mL/min).

7. The sampler of claim 1 wherein the uptake rate is within the range of about 0.01 to about 10 milliliter per minute (mL/min).

8. The sampler of claim 1 wherein the area of opening optimizes the uptake rate for specific chemicals.

9. A method to quantitatively calculate concentrations of volatile organic compound (VOC) vapors below the ground surface comprising:

providing a passive sampler according to claim 1 ,

allowing the sample to sorb or trap VOC vapors at known uptake rates (UR),

calculating the concentration (C) from a mass (M) of each compound sorbed or trapped and an exposure time (t) of the sample using the following equation:

C

=

M

UR

×

t

.

10. The method of claim 9 wherein the mathematical models include a steady-state and transient mathematical model employing an effective diffusion coefficient derived at least in part from the soil moisture and porosity.

11. The method of claim 9 using either thermal desorption or solvent extraction as a method of sample preparation and selecting sorbents depending on the sample preparation method used.

12. The method of claim 9 wherein the sampler dimensions include the area of the openings through which the sorbent material is exposed to the void space and the method further comprises selecting the area to minimize or eliminate the starvation effect.

13. The method of claim 12 comprising selecting the area of openings to optimize the uptake rate for a specific chemical(s).

14. The method of claim 13 wherein the sampler container is smaller than 1.8 mL.

15. The method of claim 9 wherein sampling occurs primarily by diffusion and permeation, as compared to forced advection.

16. The method of claim 9 wherein the container has a volume of approximately 0.8 to 2.0 mL.

17. The method of claim 9 wherein the sampler container is smaller than 5.0 mL.

18. The method of claim 9 wherein the uptake rate is within the range of about 0.1 to 1 milliliter per minute (mL/min).

19. The method of claim 9 wherein the uptake rate is within the range of about 0.01 to about 10 milliliter per minute (mL/min).

20. A method of sampling to form a seal just above a passive sampler, including:

providing a plastic sleeve;

compressing a foam plug;

placing the compressed foam plug inside one end of a substantially rigid pipe;

placing a dowel inside the pipe;

placing the pipe inside the plastic sleeve;

drilling a borehole and removing soil;

providing a sampler according to claim 1 ;

lowering the sampler to a target depth;

lowering the plastic sleeve, pipe and dowel to a depth slightly above the passive sampler; and

lifting the pipe while holding the dowel substantially stationary until the dowel extends below the bottom of the pipe, thereby forcing the foam out of the pipe and allowing it to expand, pressing the sleeve against borehole wall and forming a seal just above the passive sampler.