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Page 8 <br />Based on the sampling of these nine areas in the Moffat Area <br />reclamation mitigation is planned on 5 areas within Blocks 2, 4, 5, <br />7, S, and 9. These mitigation measures will be detailed in the <br />final section of this report. <br />South of Shop <br />The narrow strip across the westerly facing slope in the South of <br />Shop Area that remains under bond was inventoried. The area was <br />divided in the same manner as in previous surveys for consistency <br />and is shown on Exhibit 1, Sheet 2 of 2. The concentrated flow <br />feature referenced in previous reports was also measured. <br />Concentrated Flow Feature No. 1 <br />The location of Concentrated Flow Feature No. 1 is shown in Exhibit <br />1, Sheet 2 of 2. The feature appears to be reasonably stable with <br />either cobble armoring or vegetation present at the base and side <br />slopes of most of the sections. The 5 cross sections measured in <br />previous reports were measured again and the results are listed <br />below. Graphical representation of these easurements are found in <br />Appendix A - South of Shop Concentrated F~ow Feature 1. The cross <br />sections are ordered from highest upslop to lowest. <br />Cross Section 1 In the area of this cross section vegetation is <br />well established on the sides and on the bottom of the channel. <br />Rock cobble on the bottom varies in size from 1" to 4" in diameter. <br />A profile of the area comparing different years monitoring is <br />listed as Cross-Section 1 in Appendix A. A review of the cross <br />section shows that this area has been fairly stable over time and <br />has, in fact, improved since the original spring 1992 measurement. <br />Cross Section 2 This area shows vegetation on the side slopes and <br />on the bottom of the channel. Rock in the channel varies from 1 to <br />5 inches in diameter. Profiles are shown in Cross Section 2 in <br />Appendix A. Very little change is noted in the profile of this <br />cross section from last year to this year. This cross section area <br />appears stable. <br />Cross Section 3 In the vicinity of this cross section vegetation <br />is established on the side slopes and at the bottom of the channel. <br />Rock fragments in the channel bottom vary from 1 to 9 inches in <br />diameter and is providing good armoring. Some recent movement of <br />the smaller cobble was apparent in the bottom of this reach, but <br />vegetation was still in place and undamaged. Collective data on <br />this cross section is also shown in Appendix A, Cross Section 3. <br />This cross section appears stable. <br />6/22/95 DLB <br />