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III. COMMENTS -COMPLIANCE <br />Below are comments on the inspection. The comments include discussion of observations made during the <br />inspection. Comments also describe any enforcement actions taken during the inspection and the facts or <br />evidence supporting the enforcement action. <br />PM-7 This Channel has been designed in an undisturbed azea. Only the very lower end of this channel is <br />necessary immediately above the junction with PM-6. If deemed appropriate, provide revision to <br />design. <br />PM-8 Completed per this inspection. <br />PM-9 Not completed to design specification will require gravel or revision to design. <br />PM-10 Completed per this inspection. <br />PM-11 Water has skirted azound check dams at upper end. Rock is piled in convex shape at upper end. <br />There is erosion, rills and gullys that need to be repaired below T-20. Very lazge riprap placed above <br />and below T-17. Most of lower portion is vegetated only. This channel has not been built to design. <br />PM-12 This channel has been completed as a vegetated channel and has experienced significant erosion <br />along the majority of the channel. Based on this inspection, it appears that this channel should be <br />redesigned and constructed with riprap armoring. <br />PM-13 Construction of PM-13 was in progress at the time of this inspection. <br />PM-14 This channel has not been completed according to design specifications. There is no gravel or riprap. <br />The channel loses the designed shape and definition, particularly where the channel crosses the lower <br />reclaimed road. <br />PM-1S Not completed to design specifications. Wil] require gravel or revision to design. <br />PM-16 Completed per this inspection. <br />PM-17 Not completed to design specifications. Will require gravel or revision to design. <br />PM-18 Erosion in this channel needs to be repaired. This channel requires some reconstruction to attain <br />designed configuration. Possibly construct new vegetated channel adjacent to existing channel. <br />PM-19 Completed per this inspection. <br />PM-20 Completed per this inspection. <br />PM-21 The upper portion of this channel is not cleazly defined. However this channel does not receive <br />signiftcant flow and the area surrounding the upper portion of the channel is stable and non-erosive. <br />The lower portion of the channel immediately above and below T16 should be maintained. <br />PM-22 Not constructed to design specifications. This should be constmcted as avegetated, v-shaped channel. <br />