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Transect 10 <br /> 7130.5 <br /> 7124.84 <br /> 0 <br /> 4-1 <br /> 7099.91 <br /> w <br /> PARR Map M1 <br /> 7098.5 <br /> Height Above MSL <br /> (Mean Sea Level) <br /> A 6 <br /> Figure 10: Transect 10 elevation cross sections as per TMI snaps and field collected data. <br /> Overall. based on the Division's inspection and review, the bond release parcels have been backfilled and <br /> graded in accordance with the approved reclamation plan and the approved post-mining topography. <br /> The grade and slope of the reclaimed parcels were comparable to the approved post-mining topography. <br /> The highwalls have been reclaimed. Some rills were observed in the bond release parcels; however, <br /> significant erosional features and signs of instability were not observed during the bond release <br /> inspection. As vegetation establishes throughout the reclaimed parcels, the amount of rills diminishes. <br /> Large swales and depressions were not observed during the inspection of the bond release parcels. The <br /> graded parcels blend into adjacent regarded land. Each of these parcels drains into a reconstructed <br /> channel which discharges into a system of sediment ponds. See the Drainage Reconstruction section <br /> below for more details. <br /> Drainage Reconstruction <br /> In general, each of the SL18 bond release parcels has a northeast or a northwest aspect with positive <br /> drainage established. Runoff from each parcel flows into drainage channels and then into sedimentation <br /> ponds prior to water discharging from the site. Several reconstructed channels were included within the <br /> bond release block as per Map 1 and the various transect maps. Please note that portions of drainage <br /> channels removed from previous bond releases were inserted in this action as follows: <br /> o A portion of a small tributary to Oak Gulch drainage located within Parcel AB9. <br /> o A portion of drainage channel FA 16 associated with that parcel and reporting to East Pyeatt <br /> Pond. <br /> o A portion of drainage channel AB 16 (transect 9), associated with that parcel and reporting to <br /> Middle Pyeatt Pond. <br /> These areas were functional, stable and no problems were noted at the time of the inspection. Other <br /> drainage channels inspected comprised: <br /> o Channel emanating in parcel ZA 13 (Phase I approved) and flowing through parcel ZA 16, <br /> Permit Number C1981010 Prepared by: R.Reilley,MS,LISP <br /> SL 18 Page 17 of 22 <br />