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respectively. This result was expected since the width of the river increase in the vicinity of the breached gravel pond, flow velocities decrease, and aggregates are deposited. United Companies has decided not to continue in -river mining. Since the permit expires on February 15, 2015, maintenance provisions under Special Condition 8 that state "if the channel doesn't meet design dimensions, material will be removed from the channel" will not be continued after the February 15th date. The remainder of this report discusses the bank stability survey and the implications of a migrating channel. The survey begins upstream with the J -hook structure. The J -hook (Figure 4) continues to operate as designed, routing surface flow to the center of the channel creating a pool immediately downstream of the structure. This pool continues to dissipate the energy of the river, protect the downstream bank, while maintaining the grade of the river as designed. Cobble material placed downstream of the J -hook on the sloped river bank is in place and protecting the bank. The toe wood and short vanes on the Chamber's property are shown in Figures 5 through 7. The upstream rock vane is intact and operating as designed. However, the spring flood flows damaged the toe wood bench and the downstream rock vane. The lack of protective vegetative cover contributed to the erosion experienced by the tool wood structure and the downstream rock vane. As shown in Figure 5, several feet of the sod mats were eroded exposing the toe wood. The structure remains intact from the flood waters but is now vulnerable to future flood events. The vegetation shown in the photo are weeds such as Russian Thistle. Unlike the toe wood bench on United's property, no grass or willow transplants survived. Consequently, the critical vegetation that protects the toe wood structure on the Chamber's property was not in place during the 2014 flood. A photo from May 27th, 2014 (Figure 8), a week before peak flood flows, showed only weeds covering the toe wood bench on the Chambers' property. The owner placed animal pens on the bench that prevented the establishment of perennial vegetation. Both toe wood benches were watered for several months by truck after construction was completed in 2012, but as discussed in last year's Annual Monitoring report, the survival rate of the transplanted vegetation was low. However, there were healthy grasses and willows present on both benches as reported in last year's Annual Monitoring Report. Figure 7 shows the remnants of the downstream rock vane. The rock sill designed to prevent high river flows from getting around the structure survived but was exposed. Surface flows accelerated as spring flood waters flowed over on the downstream side of the Chambers peninsula without protective vegetation resulting in excessive erosion. The small riprap section of the side channel that enters the river immediately upstream of the Chambers toe wood bench remains intact (Figure9). Willow cutting placed in between the rocks as required by Special Condition 9 did not survive. Several new willow cutting were 2263 Kingston Road I Grand Junction, CO 81507 1 (970) 985-9606 1 peter.kearl(a�hotmail.com