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seepage around the culvert that conveys drainage from ditch D4 at the <br />southeastern comer of the MWDP through a berm eastward to pond 007; <br />erosion of the northeastern comer of the MWDP's operational top surface, where <br />material being deposited in ditch D2 below could reduce its effectiveness. <br />The section of ditch D2 on the north side of the MWDP should be restored to the <br />approved trapezoidal design or approved by DMG in its present v-shaped configuration <br />as meeting runoff requirements. Engineer's quarterly monitoring reports need to be <br />improved to strictly comply with DMG's rules. They should be written to state whether <br />the refuse piles have been constructed as specified in the approved designs as required <br />by section 4.09.1(11)(b). Further, color photographs of underdrain construction should <br />accompany the engineers reports of the drain's construction as required by section <br />4.09.1(11)(c). <br />8 1997 New Elk Specva! Focus <br />