Prior to any land application of solid waste not exempted in 121.5(455B) and 121.6(455B), a permit must be obtained by the waste generator in accordance with the following requirements.
The collection and preservation of samples shall be done by the highest grade operator or the operator's designee at the plant producing the sludge. This shall be done in a manner and frequency approved by the department and intended to ensure that the sampling results are representative of sludge being disposed.
All analyses shall be performed in accordance with the methods described in "Methods for Chemical Analysis of Water and Wastes," 1974 (US-EPA) or "Standard Methods for the Examination of Water and Waste Water," 17th Edition, 1989. Alternate methods may be substituted only if acceptable to the university hygienic laboratory and approved by the department.
This shall be supported by information as to the rate of uptake and toxicity of any constituent in question, along with soil pH and cation exchange capacities and any other data necessary to evaluate the significance of contamination.
The stratigraphic sections shall be described from the surface to a depth determined by the director to be necessary to evaluate the suitability of the site for disposal of the specific waste.
Samples of sediments and rock units shall be collected at 5-foot intervals or when different genetic soil horizons are encountered, whichever is more frequent, unless the department agrees the other data will provide equivalent information. If samples are required, they shall be identified by location and depth. The name of the person classifying the sediments shall be indicated. At least one complete set of unaltered sack samples shall be submitted with the application. A drilling location plan and drilling log shall be submitted for each series of samples.
Q = cubic feet of liquid/day/square foot of area of the interface.
A = one square foot of area.
P = coefficient of permeability in feet/day of the unconsolidated confining unit above the high water table.
h2= maximum final elevation of a contiguous portion of till of the site.
h1 = lowest elevation of the bottom of the confining unit above the high water table at the location being elevated.
L = minimum thickness of the confining unit above the high water table at the location being evaluated.
The potential leakage shall be evaluated at those points where leakage could reasonably be expected, including the location of minimum thickness of the confining unit, the lowest elevation of the site and such other locations as seem reasonable.
If the waste generator is not the one seeking the permit then the waste generator and a responsible official of the waste generator shall also be listed.
NOTE: Copies of current soil maps are satisfactory for this required function.
1 On a dry weight basis.
Iowa Admin. Code r. 567-121.7