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CBS Notification of Borings at IC Springs

November 29, 1999


Ken Theisen, On Site Coordinator, U.S. EPA
Illinois Central Springs Water Treatment Facility
1550 West Third Street
Dear Mr. Theisen,

As you requested, prior to proceeding with the exploratory borings we plan to do at the Illinois Central Spring emergence, we are providing you with the following information:

  1. The reason and purpose for drilling exploratory borings near the Illinois Central spring emergence.
  2. The construction details of the exploratory borings.
  3. Location of the exploratory borings.
  4. Estimation of the effect of the borings.on the spring emergence.

Item 1: The reason and purpose for the borings.

CBS is conducting its conduit investigation program to understand the fate and transport of the PCBs from Lemon Lane Landfill for 3 main purposes. These are:
  1. To identify pathways of PCB transport nearer to the landfill with the goal of reducing the total amount of stormwater needed to be treated during peak PCB transport periods. The nearer to the landfill that such conduits are intercepted the less uncontaminated stormwater from other parts of the subterranean drainage basin will need to be treated. -
  2. To identify source areas of the high PCB storm pulses and evaluate their potential to be remediated.
  3. To aid in the placement and re-routing of drainage around the landfill area to minimize PCB transport and maximize post-excavation stability of the remaining consolidated landfill material.

CBS is employing several geophysical methods in the attempt to locate the major conduit(s) that transport the high PCB pulse from the landfill area. Because we know that Illinois Central Spring is the first resurgence of the Groundwater carrying, that PCB pulse and that it is the final convergence point for the conduits that convey that Groundwater, it would be logical to gain some knowledge of the transport system and its characteristics at this known point. The approach will be to perform the geophysics in the area of the spring, then drill and intersect the conduit. CBS can then compare the geophysical signatures of a'tsuccessful boring", i.e. one that intersects the PCB carrying conduit, and then look for those distinctive geophysical characteristics in the surveys that have been conducted nearer to the landfill. Drilling near the q\_^ Dive information on the elevation of those conduits and their,probable maximum dimensions. There is also the potential that the PCB carrying conduit may be able to be tracked back to its source area from the spring. Again, this will necessitate an exploratory boring to determine which conduit is carrying PCBs, since the geophysics may be able to identify conduits, but obviously not which ones carry PCBs. In summary, the borings are exploratory in nature and are not intended as recovery wells or even, necessarily, as monitoring wells, although some initial sampling will, of course, be conducted.

Item 2: Construction details.

Twelve inch augers will advance holes to bedrock. Eight inch steel casing will be placed to bedrock and the annulus will be grouted. At least 24 hours will be allowed for the casing grout to set up. The boring will be continued in rock with a 6 inch diameter pneumatic rock hammer. The holes will be 6" diameter for two reasons. The first is that some upper bedrock has numerous clay seams and it is sometimes necessary to case offagain so the hole can remain open. If that is the case, 4" PVC pipe is installed and bentonite-grouted and the hole is continued with a 3 7/8" bit. The second reason is that a 6" diameter hole is easier to video-log and gives better visibility for the down-hole video cameras. The holes will otherwise be left as open bedrock holes so that additional cross-hole geophysics (cross-hole seismic tomography) can be performed to give a complete "picture" of the subsurface features. All cuttings will be contained and drummed, and disposed of according to agreed-to procedures on the Bloomington Project.

Item 3: Location of borings.

Included is Figure 14 of the geophysics study performed for CBS by GECOH Exploration. This report is being reviewed and a complete copy will be sent you. The X-axis is laid out Northeast- Southwest with the spring emergence at the -80 station. The Y-axis proceeds Northwest towards the landfill. This is a map view and both axes are in feet. Station readings are every five feet, which are represented by the small diamonds. A bifurcating line of anomalies can be seen trending northwest with the split occurring around coordinates (-95,40). These are interpreted to be the main conduits. Additional evidence is provided in Figure 5, which shows the temperature of the soil at 6' depth along the L-20 line. As can be seen, a prominent temperature anomaly is at -95, indicating the position of colder soil above the flowing water. CBS intends to Intersect the conduits below the confluence and intersect each branch above the confluence.

Figure 15 is a resistivity pseudo-section through the L-20 line, that is, it is a cross-section based on resistivity imaging. The section shows a prominent anomaly at -90 to -92.5 location, which is the main anomaly we intend to drill. As a backup, CBS will set surface casing at -72 and - 107 feet on the L-20 line. These borings may be drilled if a conduit is not successfully located on the first try at the -92 location to be used as cross-hole tomagraphic stations. If they are not drilled, they will eventually be grouted and abandoned Figure 17 is a similar cross-section along the L-80 line. It shows resistivity anomalies at - 2 and -97 locations that CBS also intends to drill. Attached is a modification of EarttiTech's C-5 drawing which shows the proposed drill locations.

Item 4: Estimation of effect of drilling.

There is a very low probability of any change being affected to either the conduit or the Illinois Central Spring emergence by any of the exploratory borings that CBS proposes. CBS expects that a small amount of drill cuttings and rock debris will be pushed into the conduit. The CBS estimate of conduit cross sectional area is 15 to 20 square feet. This debris should not be great enough to cause any noticeable change in conduit hydraulics or spring emergence point.

The use of geotechnical borings to investigate karst formations is standard procedure for most projects in karst and CBS is unaware of any special precautions used by investigators in such situations. Nor is CBS aware of any situations that resulted in substantial collapse due to such borings. In fact, even in situations where very large diameter holes (up to 10 feet) have been placed in conduits, such as at Mammoth Cave National Park, no substantial collapses occurred.

In the unlikely event that a large-scale collapse did occur, the spring waters may still remain within the existing area and the EPA intake structures may not effected. If the EPA intakes did become less effective, relatively minor excavation and clearing of the spring area should alleviate any problems.

74I would be glad to meet with you and review this letter and the locations mentioned or discuss any questions you might have at your earliest possible opportunity. We hope to resume these activities next week to take advantage of current weather conditions.

Sincerely
Michael R. McCann
Project Geologist
CBS
Warning! Eat no fish from Clear Creek, Pleasant Run, Salt or Richland Creeks.

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