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<br />The final location of ttre pipeline represents a field change from the original design location <br />(as authorized by Mr. Steve Shuey on June 17, 1999) due to wetter than anticipated <br />conditions in the vicinity of the proposed location that resulted in equipment operating <br />limitations. <br />All areas of the NW tsiiling pond recontoured surface were covered with an approximate 6- <br />inch lift of colluvial growth medium. Outslope areas of the crest berm were originally <br />constructed with colluvium and exhibit significant volunteer vegetation which was not <br />disturbed during the reclamation activity. <br />The borrow area located west of the mine entrance road was minimally utilized (area of <br />disturbance approxima3tely 20-feet by 20-feet) as a borrow source and remains substantially <br />intact in terms of recontoured slope and volunteer vegetation. On conclusion of next year's <br />(Phase II) activities, this area will be dressed off in entirety. Camp Bird Colorado, Inc. <br />estimates a 2°I° withholding is sufficient to cover final reclamation of the borrow area. <br />Refer to photographs 2-A and 2-B in Appendix A. <br />Division Calculated Bond Amount: $9,711.00 <br />Bond Release Request Amount (98%): 39,517.00 <br />tem I-7: Excavate drainage diversion for routing surface flows off of the tailings <br />ponds with minimal erosion. <br />The NE tailing pond was recontoured to facilitate positive drainage with erosion mitigation <br />measures incorporated; therefore, no diversion other than that already in place (as the <br />County Road 361 shoulder ditch) is required to address run-on/run-off. <br />The NW tailing pond was configured with the internal drainage (as described above in Item <br />A-2) and associated HDPE pipeline. Any upslope sourced run-on is diverted by the County <br />Road 361 shoulder ditch. Refer to photographs 3-A and 3-B in Appendix A. <br />Division Calculated Bond Amount: $848.00 <br />Bond Release Request Amount (100%): 3848.00 <br />Item I-8: Place average 9" diameter rip-rap in diversion. <br />Per Item I-7, drainage vas addressed via installation of the 18-inch diameter HDPE pipeline. <br />As such, no rip-rap is required as associated with the "diversion". Refer to photographs 3-A <br />and 3-B in Appendix A. <br />Division Calculated Bond Amount: $3,675.00 <br />Bond Release Request Amount (100%): x3,875.00 <br />Page 3 of 6 <br />