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Guidance DocumentsSediment Quality Evaluations2.0 Samopling Plan Design

 

Guidance For Sediment Quality Evaluations
November 1998

2.0 Sampling Plan Design

2.1 Sediment Sampling Plan

Generally, the goals of a sediment sampling program include preliminary and definitive determination of the nature and areal extent of contamination, and identification of areas of highest contamination. Data may also be gathered in support of ecological risk assessments, long-term monitoring, or for sediment transport and deposition modeling. The sediment sampling plan shall be a component of the Site Investigation or Remedial Investigation Work Plan, and shall be prepared pursuant to N.J.A.C. 7:26E and the NJDEP Field Sampling Procedures Manual (FSPM, May 1992 or most recent version). Department approval may be required, pursuant to the oversight document (for privately funded projects) or contract in effect. Site-specific details regarding the study objectives, data quality objectives, sampling methodology, location, and depth of samples must be specified, as well as field and laboratory quality control/quality assurance procedures. Guidance and special considerations for designing a sediment sampling scheme are provided herein to supplement and highlight the regulatory requirements and FSPM guidance; the reader is referred to these documents for a comprehensive treatment of the subject.

  1. Number of Samples

    The reader is referred to USEPA’s Sediment Sampling Quality Assurance User’s Guide (USEPA, 1985) and the NJDEP FSPM for guidance on statistically determining the appropriate number of sediment samples.
  2. Location

    In aquatic systems, the areas of greatest contamination will generally occur in depositional areas, thus these must be specifically targeted by the sampling plan. Such depositional areas are generally characterized by slow moving water where fine sediments tend to accumulate (e.g., pool areas, river bends, etc.). Sediment samples collected for chemical analysis, toxicity testing and benthic community surveys must be spatially and temporally co-located.

    1. Stream/River/Tidal Creeks Systems

      An idealized approach to locating sediments samples is as follows: The stream location adjacent to the contaminated site most likely to receive contaminant input via the chemical migration pathway is considered the initial sample point. The study region is divided into linear segments and sample transects located systematically within each segment; the length of the segments and distance between transects increases with increasing distance downstream. This is depicted in Figure 1, a diagram of a sampling plan indicating 15 sediment samples per segment region. In this example, the first segment is from 0 to 1 km, the second from 1 to 3 km, and third from 3 to 7 km. The sampling transects are located at 1/4, 1/2, and 3/4 the distance along each segment. Sample points are located along the transects at 1/6, 1/3, 1/2, 2/3, and 5/6 the distance bank to bank (USEPA, 1985). In tidal creeks, the distance from bank to bank is measured from the high water mark. Note that upgradient sediment samples must be collected (refer to Section 2.3), thus similar sampling transects should be located upstream of the initial sampling point.

      Figure 1. Sketch map of river showing stratified regions and sampling points.

      The actual number and location of sample points will be decided on a case-by-case basis, based on the study objectives, water body dimensions, flow conditions, substrate conditions, availability of previous data, etc.

    2. Lakes/Lagoons/Pond Areas

      Sediment samples must be biased toward inflow/outflow areas and topographically low/deep areas where sediments may be expected to accumulate. If there is no basis for biasing, then random sampling of these areas is required, pursuant to N.J.A.C. 7:26E-3.9(f).
  3. Sample Depth

    Pursuant to N.J.A.C. 7:26E-4.1, surface and subsurface sediment samples are required for contaminant delineation and to assess the potential for resuspension of contaminated sediments during flood/current-based scouring events, dredging operations, or other disturbances. Surface sediment samples must be taken at the 0-6" interval, generally considered the biotic zone in sediments. Subsurface core samples, 6-12" or deeper (actual depth based on site-specific conditions), are appropriate in areas of known discharge of contaminated groundwater to surface water (refer to 2.1.5. below) or where known historic discharges have become overlain with newer sediment.
  4. Analytical Protocol and Additional Measurements

    In addition to bulk chemistry analysis pursuant to N.J.A.C. 7:26E-2, a sediment quality evaluation may include additional physical measurements, including but not limited to river depth, flow rate, suspended solids, bed load, pH, and temperature. Total organic carbon (TOC) and particle grain size must be included as indicators of contaminant bioavailability and the depositional nature of the sediments. TOC is necessary for the determination of certain sample-specific sediment quality guidelines ( refer to Section 3.0).
  5. Volatile Organic Contamination

    The most prevalent scenario requiring the collection of sediment samples when volatile organics are of potential concern is when contaminated groundwater is known/suspected to discharge to a surface water body. When this pathway is being investigated, the sediment samples shall be collected from the 6-12" interval. It should be noted that non-aqueous samples to be analyzed for volatile organics shall be sampled using a methanol extraction/preservation method acceptable to the NJDEP pursuant to N.J.A.C. 7:26E-2.1 (a)4.

2.2 Special Consideration for Sampling in Tidally-Influenced Areas

Salinity and tides can be strong factors in the distribution of contaminants. The delineation of the point at which these effects are most pronounced, and the distribution of the highly contaminated sediments, might be confounded by these factors. For example, as contaminated water moves downstream, an abrupt increase in salinity can cause a sudden change in contaminant solubility. When less soluble, a contaminant may precipitate and appear in the sediment at substantially higher concentrations than the previous (i.e., upstream) location. These factors should be taken into consideration and assessed when making decisions regarding the selection of sample locations and relation of contaminants to the site.

Sediment sampling must be conducted during consistent tidal conditions. Either an ebb tide or flood tide interval is appropriate and shall be decided on a case-by-case basis. The tidal stage must be recorded. Samples must be collected from depositional areas (e.g., intertidal areas along the shoreline, which are often marked by emergent vegetation and muddy or organic bottoms, as well as mudflats, etc.).

2.3 Chemical Characterization of Upgradient and/or Offsite Reference Conditions

When investigating sediment contamination in order to determine if it is linked to site operations, it is important to establish the chemical composition of upgradient sediments. These data also aid in the assessment of the site’s contamination relative to the regional quality of the water body being investigated and in the development of remedial goals. The SRP recognizes that many of the State’s water bodies, especially in urban/industrial settings, have become contaminated by historic point and non-point discharges, resulting in the diffuse, anthropogenic contamination of sediments at concentrations greater than natural background. Additionally, upgradient sediments can be contaminated by the site because of tidal influences. While it is difficult to distinguish between site and non site-related contamination at these settings, it is the policy of NJDEP as well as USEPA Region II to make a reasonable attempt to do so. If potential sources of contamination are present upstream of the site, and it is believed that these sources have contributed to the contamination detected on-site, these upgradient areas should be sampled, and professional judgment should dictate how these data are to be interpreted/utilized (refer to Section 3.0). Note that these results will not be considered representative of true reference (i.e., natural background) conditions.

Certain site-specific conditions or study objectives may warrant the sampling of an offsite local reference location. The need for such data shall be determined on a case-by-case basis in consultation with BEERA/ETRA.

For upgradient and offsite reference locations, SRP recommends the collection of a minimum of three (3) to five (5) samples to establish a range of reference location contaminant concentrations (the larger number of samples is recommended due to sediment heterogeneity). Samples shall be collected from areas outside the site’s potential influence. The samples must not be collected from locations directly influenced by or in close proximity to other obvious sources of contamination (i.e., other hazardous waste sites, sewer/storm water outfalls, tributaries, other point and non-point source discharges, etc.). If a local reference site is included in the sampling plan, it must be of comparable habitat to the study area. Upstream areas influenced by tides shall be sampled at locations determined to be within the mixing zone to delineate upstream migration of contaminants as well as upstream of any mixing zone in order to assess local ambient conditions. At a minimum, upgradient and local reference samples shall receive the same chemical analyses as site-related samples. Additional determinations, such as benthic community structure, may be required on a case-by-case basis.

2.4 Surface Water Quality Investigations and Criteria

Pursuant to N.J.A.C. 7:26E-3.8 and 4.5, a surface water investigation is required when there is evidence that surface water may have been impacted by site-related contamination. Additionally, since the release of contaminants from sediments may play a substantial role in surface water contamination, especially in quiescent aquatic systems such as lakes, wetlands, ponds and intermittent or slow moving streams, it is appropriate to include surface water samples in the overall assessment of sediment quality. Surface water quality data also serve as a tool for the interpretation of related biological test data.

Details for surface water sampling plan design, field sampling methodology, and analytical requirements are found in N.J.A.C. 7:26E and the NJDEP FSPM. As a general guide, surface water samples should be collected near banks/depositional areas where water current is slower and there is greater retention time for the surface water to accumulate contaminants from sediment. Since contaminated groundwater and surface water can serve as sources of sediment contamination, obvious surface-runoff channels, leachate seeps, groundwater discharge areas, etc., should be targeted. Determination of the number and location of samples should be made after all surface water migration pathways and discharge points have been identified; the potential for upstream contaminant migration in tidal water bodies must be addressed.

Surface water samples must be collocated spatially and temporally with sediment samples. In addition to bulk chemical analysis, measurements for salinity (in estuarine systems), pH, dissolved oxygen, and total hardness (as mg/1 CaCO3) are required.

Surface water risks to aquatic receptors are evaluated based on comparison of measured concentrations with acute and chronic Surface Water Quality Standards (N.J.A.C. 7:9B) and surface water screening criteria where Surface Water Quality Standards (SWQS) do not exist.  The SWQS and surface water screening criteria can be viewed at http://www.nj.gov/dep/srp/guidance/ecoscreening/. The most recent version of the list entitled Surface Water Quality Criteria Applicable to New Jersey can be obtained from the Standards Assessment and Modeling Unit, Office of Environmental Planning, at 609-633-7020. Those criteria that require a hardness value to derive the applicable criterion must employ a station-specific hardness value, not an average value.

For inorganic contaminants, it is recommended by the USEPA Region II Biological Technical Assistance Group (BTAG) and the SRP that both dissolved and total recoverable metals be measured. Most aquatic water quality criteria are based on the dissolved (filtered) form of the metal; however, the total recoverable (unfiltered) inorganic value is more indicative of total contaminant exposure and should be used for risk-management decision-making. Additionally, USEPA Office of Water recommends that Superfund ecological risk assessments consider inorganics on a total recoverable basis to conservatively avoid underestimation of bioavailable metals. (USEPA, 1993). Together, the two sets of measurements are used to judge regulatory compliance as well as potential adverse ecological impact.

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