Laserfiche WebLink
c,. <br />sNor Seneca Coal Company <br />July 7, 2008 <br />RECED <br /> ED <br />Mr. Dan Mathews 'Alt 09 <br /> <br />Division of Reclamation, Mining and Safety <br />d 20 <br />p W <br />101 South 3, <br />, Suite 301 46* of <br />Grand Junction, CO 81501 "u'8 <br />(970) 243-1571 <br />RE: Yoast Mine Permit No. C-94-082 <br />NOV CV-2008-001: Abatement Step 2 - Time Extension Request <br />Mr. Mathews, <br />Seneca Coal Company (SCC) is providing information regarding Abatement Step 2, as stated in the "Attachment to <br />NOV CV-2008-001, Extension of Time for Abatement", that extends the time deadline to submit a complete technical <br />revision application from June 30, 2008 until July 31, 2008. <br />Step 2. No later than &.& 31.2UD8. provide a complete technical revision application, which will include a slide remediation plan <br />prepared by a qualifiedgeotechnical engineer. The remedial plan will identify and assess the factors that contributed to the failure, will <br />include specific remealial measures to be impkmented to repair the slide and effect comptwoce with the applicable requirements of Rule <br />4.14, and shall include ageotechnicalstabi/ity analysis demonstraAing that the remedial plan will result in a final slope that will comply <br />with Rule 4.14.2(1)(b). The application will also address both short term and longterm measures that will betaken to provide <br />adequate sediment controls in the Pond 12 watershed, consistent with long term mass stability of the failed slope. Short term measures <br />may include cleanout of Pond 12, if the geotechniaal nport demonstrates that such ckanout can be accomp&bed without compromising <br />slope stability. The application will include a schedulefor implementaAion of the slide mmediation plan, including the short term and <br />long term sediment control measures for the Pond 12 watershed <br />Response: The Yoast Mine is located at an approximate average elevation of 7,700 feet. At this elevation the ground <br />conditions remain wet in the drainage bottoms throughout the spring and early summer (probably into July especially <br />given the extreme snowfall experienced over the 2007-2008 winter season). Equipment, such as that needed to evaluate <br />-the root cause of the'situation, cann6t even-access the area until considerable drying/dewatering has occurred <br />SCC retained a qualified geotechnical engineering firm (NWCC) to conduct a slide evaluation and geotechnical <br />investigation of the Pond 012 area. Following is the scope of work to conduct the evaluation and investigations, <br />submitted by NWCC: <br />SAW: <br />1) Advance 7 to 8 test holes across the slide area situated north/northeast of the existing Pond 12 with an all terrain drill rig. In <br />addition, S to 6 test pits will be excavated with a trackhoe. The depth of the test holes will be determined in the field as the drilling <br />and excavationsprogreu and as the subsoil pmfeks become evident. We have assumed that the test hoks will be dulkd to a <br />minimum depth of 20 to 40 feet and the test pits will be excavated to depths ranging from 10 to 20 feet, depending on the <br />subsurface conditions encounterrd The test holes and pits will be advanced to investigate the subsurface profiles, to obtain samples <br />for laboratory testing, to estimate the groundwater level and the depth to bedrock Slotted PVC pipe will be installed in several <br />Seneca Coal Company • P.O. Box 670 • Hayden, Colorado 81639 <br />Telephone (970) 276-6219 • FAX (970) 276-5222