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Mr. Robert Hagen - 2 - January 29, 1993 <br />Colorado contends that the structures in question are incised temporary <br />impoundments which are properly designed, permitted and constructed to meet <br />the requirements of Colorado Rules 4.05.2(3), 4.05.6 and 4.05.9. Thus, our <br />response should have been evaluated within the regulatory framework for this <br />particular situation. <br />Regarding the question of whether the facilities in question are sediment <br />ponds or impoundments, Colorado believes that the AFO must defer to the <br />permitting actions which have been previously taken by the State. As noted in <br />the AFO inspection report, these facilities were permitted as temporary <br />impoundments via Technical Revision 13. Both facilities meet the regulatory <br />definitions of impoundments as well as the specific design and performance <br />requirements for impoundments. <br />The Colorado Rules at Section 4.05.2(3) allow operators an exemption from the <br />requirement to pass affected area water through a designed treatment system or <br />sediment pond prior to discharging from the site. This Rule allows the <br />exemption on a limited basis, and requires the operator to demonstrate that <br />the discharge from these small areas meet applicable effluent limitations. <br />Historically, the Division has required that operators provide some type of <br />BTCA treatment, such as a siltation structure, to ensure that the discharge <br />meets the water quality effluent limitations. In this context, Small Area <br />Exemptions may be viewed as a limited alternative sediment control <br />requirement. The Division's interpretation and application of the Small Area <br />Exemption rule in this manner ensures that water quality limitations are <br />achieved by requiring additional environmental protection. <br />Historically, non-discharging structures have been permitted as a means of <br />achieving compliance with Rule 4.05.2(3). The utilization of an appropriately <br />permitted and constructed non-discharging impoundment, such as those in <br />question, is an acceptable approach to achieving compliance with the water <br />quality effluent limitations. This approach does not in any manner conflict <br />with the Small Area Exemption rule, and is consistent with previous <br />interpretations and applications of the Rule. Colorado believes that this <br />practice is compatible with its Rules, the requirements of SMCRA and with <br />those of the Clean Water Act. <br />Rule 4.05.9(2) addresses temporary impoundments. Technical Revision 13 was <br />approved in the context of Rule 4.05.9. This Rules establishes impoundment <br />design and construction criteria, and requires that specific portions of Rule <br />4.05.6, sediment ponds, be applied to impoundments with dams (emphasis <br />added). Section 4.05.9(6) states that only the applicable requirements of <br />Rule 4.05.9 need be addressed for impoundments which are excavated. The <br />impoundments in question are incised into the ground, and neither have dams or <br />embankments. Therefore, the provisions of 4.05.9(6) are effective. During <br />the permitting of the temporary impoundments, the Division required that the <br />operator comply with Rule 4.05.9 as it applies to incised ponds. <br />