Guidance Document 9 - Remedial Investigation Work Plan

After the AgESA has been received and deemed sufficient by MDA staff, the consultant and MDA staff shall visit the Site to identify sampling areas and site-specific concerns or restrictions.

The RI Work Plan must document the results of the site history investigation discussed above. The site history results shall be used to provide the rationale and justification for selecting potential source areas and chemicals of concern that will be investigated through further sampling and analysis.

The RI Work Plan shall discuss how the information necessary to complete the Contamination Impacts Survey (CIS; see Attachment 2) will be obtained and evaluated. The methods and procedures that are to be utilized to collect remedial investigation data must be identified and discussed in detail. The MDA staff will not approve a RI Work Plan that only references MDA technical guidance documents when discussing methods and procedures. Any deviations from MDA technical guidance documents should be identified along with the consultant's rationale and justification for the proposed deviations. In addition, the consultant's Standard Operating Procedures for collecting and handling samples must be included as appendices in the RI Work Plan.

STEP ll. Investigation of the Potentially Contaminated Areas

Once the historical and current use of the property have been evaluated and potential areas of concern have been identified (STEP l), those areas shall be proposed for investigation by the collection and analysis of soil, groundwater, surface water and/or other samples. Several phases of field work may be required to address the objectives of the RI as noted above. The MDA staff should be notified at least one week prior to the implementation of field work and may choose to observe the field work and split samples without prior notice.

1. Soil Sampling:

FOCUS: Investigation activities should focus on high risk areas for agricultural chemical contamination identified in STEP l. These areas include:

• Any place where small packaged, minibulk, or bulk quantities of agricultural chemicals were delivered, stored, mixed or loaded;
• The interior of any earthen dike;
• Fertilizer impregnation tower area;
• Load-in and load-out areas;
• Anhydrous ammonia loading areas and piping;
• Equipment parking areas;
• Stained areas;
• Obvious dead, damaged or barren vegetation spots;
• Areas associated with previous spills;
• Pesticide container storage locations;
• Scale pits;
• Locations where pesticide containers have been burned;
• Areas where runoff occurs;
• Water fill sites;
• Seed treatment areas;
• Equipment repair areas and/or shops;
• Fertilizer production areas (e.g. mobile phosphate reactors);
• Beneath the floor of dry fertilizer buildings if the floor is or was cracked, and
• Sumps and drains.

SOIL SAMPLING APPROACH: Sampling consists of at least one surface composite sample, one subsurface composite sample and one subsurface discrete sample from each high-risk area and other potential contaminant source areas on the site.

Composite samples in each high-risk area should consist of 3 to 6 evenly spaced sub-samples from an area roughly 15 feet in diameter. Surface composite samples should be collected from 0 to 6 inches below any surficial gravel. Subsurface composites should be collected at a depth of 2 to 2.5 feet below ground surface (bgs).

One discrete "grab" sample from a depth of 4.5 to 5 feet bgs should be collected near the center or close to the probable source in each surface composite area.

For more information see MDA guidance document GD11 Soil Sampling Guidance.

SOIL SAMPLE COLLECTION: Samples may be collected by any suitable sampling method such as push probes, hand auger, solid stem auger, hollow stem auger or test trenching. The RI Work Plan shall specify exact sampling procedure to ensure the sample is representative of the specified depth interval and not contaminated by soil falling in from above. Sampling at depths within areas previously sampled or excavated shall be noted in the RI Work Plan.

DEEP SOIL SAMPLING: A deeper soil boring to a depth of 25 feet or the water table, whichever is less, generally will be required to evaluate the threat of contamination reaching the groundwater, the vertical extent of contamination, and/or to evaluate subsurface stratigraphic formations. Deeper borings may be required at some sites. Scale pit areas require deeper soil sampling immediately. Soil samples should be collected from six (6)-inch intervals every two (2) feet, at changes in lithology, and at the water table. Classify soil samples in accordance with ASTM methods D 2487 or D 2488. Any soil samples submitted for laboratory analyses should be held under proper chain of custody and analyzed according to MDA staff preapproval.

Soil borings should not be a conduit for the vertical migration of contamination. Borings should not penetrate through confining layers below saturated zones or connect aquifers and shall be immediately grouted in accordance with the Minnesota Department of Health (MDH) water well construction code (MN Rules Chapter 4725).

SOIL SAMPLE ANALYSIS: Composite samples from the 2-2.5-foot interval are usually analyzed immediately, unless otherwise requested by MDA staff. The 2-2.5-foot interval is analyzed first, in high risk areas, because past experiences suggests that the surface sample in high risk areas is very likely to be contaminated. The surface composite and 4.5 to 5-foot discrete samples are to be held frozen under proper chain of custody for long-term storage.

Analytical reports for the 2-2.5 foot samples, a summary table presenting the analytical results, the Laboratory Data Review Checklist (GD29), boring logs, a map showing sampling locations and a proposal for next steps, including the additional analyses of frozen samples, as applicable, should be forwarded to the MDA project staff by email within five (5) days upon receiving analytical results from the laboratory. MDA staff will then contact the consultant and responsible/voluntary party to discuss the analyses of frozen samples. If the 2-2.5-foot sample is found to be contaminated, the deep discrete sample (4.5-5-foot depth) is usually analyzed to determine the vertical extent of contamination. MDA staff will accept analytical data from frozen samples properly stored for a period of up to six months.

If the 2-2.5-foot sample interval collected from a high-risk area is not contaminated, then the surface composite (i.e., 0-0.5-foot interval) is usually analyzed to determine if there is surface soil contamination. Proposals to analyze the deep discrete or the surface composite sample immediately along with the 2-2.5-foot interval will be considered on a case-by-case basis.

SOIL ANALYTICAL PARAMETERS: The MDA has standard analytical lists for use in pesticide incident investigations. In general, most soil samples are analyzed for MDA List 1 pesticides (neutral extractables). See MDA guidance document GD26 Analytical Lists for Pesticide Incident Investigations. Analysis of site-specific pesticides, based on the agricultural chemical inventory obtained during the AgESA for the Site, may also be required. Nitrate-nitrogen and Total Kjeldahl Nitrogen (TKN) analyses will be required in areas where fertilizer contamination is suspected. If practicable, analytical costs may be reduced by targeting previously identified contaminants of concern. However, confirmation sampling for the full MDA List 1 pesticide analytical suite will be required.

2. Groundwater Sampling:

FOCUS: Groundwater investigations are often required at agricultural chemical facilities depending on the extent of soil contamination, site specific hydrogeology and the risk to potential receptors. Typically, temporary and/or permanent monitoring wells are installed at the water table to define the horizontal or lateral extent of the contamination; permanent monitoring wells are then sampled on a regular basis to determine trends in the concentrations of contaminants and flow direction over time.

Downward vertical migration of contaminants in the water column can potentially impact deeper wells and formations. In order to protect human health and the environment, the vertical extent of contamination from agricultural chemical incidents must be determined as well as the horizontal extent. Temporary wells can be used to guide the locations and depths of deeper monitoring wells. Similar to determining the horizontal extent of contamination, multiple deeper wells and sampling events will likely be needed to delineate the vertical extent of the contamination, the direction of flow in the deeper groundwater, and the potential impacts on deeper formations and water supply wells.

MONITORING WELLS: A minimum of three wells are necessary to define the groundwater flow direction. At most facilities, four or more monitoring wells will be required to adequately evaluate groundwater beneath the facility. Monitoring well locations, well design, well drilling methods, well development methods and well sampling methods must be reviewed and pre-approved by MDA staff. It may be necessary to install wells off-site to determine both the horizontal and vertical extent of contamination in the groundwater.

Monitoring wells should be constructed with polyvinyl chloride (PVC), stainless steel or low carbon steel materials dependent on the contaminant(s) of concern being assessed. Monitoring wells intended to intercept the groundwater table or perched water should be constructed to allow for seasonal fluctuations in water levels. For wells finished at the water table, in general the screen length should be 10 feet. Monitoring wells must comply with the MDH water well construction code (MN Rules Chapter 4725).

The vertical extent of contamination in groundwater will require the installation of wells finished at different depths, or the use of multi-level well systems. Vertical distance between different sample depths should be on the order of 5-10 foot intervals initially. The screen length should be five feet or less for either temporary or permanent monitoring wells. Groundwater flow maps should be constructed using wells screened at approximately the same elevation. Therefore, the ground surface elevation at each proposed well location should be determined and wells should be designed so that groups of wells are finished at similar elevations. This will allow the determination of groundwater flow directions and contaminant concentrations for discrete depths within the water column.

To avoid cross-contamination of deeper groundwater, do not install deeper wells in the contaminant source area, immediately downgradient of the source area or in areas of highly contaminated groundwater. In addition, it may be necessary to install double-cased wells when completing wells in deeper formations to avoid the migration of contamination from shallower soil and/or groundwater to deeper groundwater.

Each sample location should be mapped using equipment capable of achieving submeter or better horizontal accuracy and 0.01 foot or better vertical accuracy. The X and Y coordinates should be reported in meters using the Universal Transverse Mercator (UTM) projection, Zone 15 extended, NAD83 Datum. Reference elevations in feet to the National Geodetic Vertical Datum (NGVD) or to a local benchmark. In the well summary data table in reports (see Attachment 3), provide a description, elevation, and coordinates of the datum or local benchmark. List the well name or number, Minnesota unique well number, location coordinates, dates installed, elevations of the ground surface, top of riser and bottom of well, depths to top of screen and bottom of screen, screen slot size, and well stickup height.

Slug or plug tests that estimate the horizontal hydraulic conductivity of the screened formations should be performed once on select new monitoring wells. In order to obtain accurate results, slug or plug tests should be