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discrepancies. Rough volumetric calculations using this <br /> information reveal a shortage of material presently exists to <br /> achieve the approved post-mining topography in the area of the <br /> main mine facilities. In addition, no defined drainage ways <br /> are planned over this slope, but at least three areas appear <br /> to exist where drainageways will need to be designed due to <br /> topographic relief above the portal area. Bond calculations <br /> at the present time can only be estimated due to the lack of <br /> accurate backfilling and grading information in this area. <br /> The Division requires the following information be submitted: <br /> ► accurate topographic maps of the present and post-mining <br /> topography for all disturbed areas of the permit <br /> ► accurate cross-section(s) at a sufficient frequency to <br /> approximate earth volumes for all disturbed areas of the <br /> permit <br /> ► detailed text describing the earthmoving required based on <br /> the above information <br /> 5. In the past, facility and structure design information for <br /> those facilities and structures transferred from the CYCC <br /> Permit No. C-81-071 was allowed to be incorporated by reference <br /> into the Foidel Creek mine permit. Due to the number of <br /> facility changes, permit complexity, and recent Rule chan es, <br /> the Division now requires that all appropriate informationor <br /> those structures transferred from the CYCC permit be <br /> incorporated into the Foidel Creek mine permit application. <br /> While this may cause a minor amount of duplication, it should <br /> improve the availability and accuracy of the information <br /> presented. This mainly affects sedimentation ponds, treatment <br /> facilities and roads. <br /> Attached to this midterm are documents which may be of <br /> assistance when reviewing the comments related to ponds and <br /> roads. The first is a Policy Memorandum, detailing the <br /> Division's policy on professional certification. Although the <br /> particular format of each existing certification of structures <br /> and facilities at the Foidel Creek mine varies, two areas of <br /> certification continue to bP ;nareq4xa+g. The first is—that the <br /> u a ion which requires the certification is lacking in <br /> the engineers statement. This is item (2) in the attachment <br /> and is included to ensure that the engineer reads the <br /> requirement of the Rule prior to certification. The second <br /> inadequate area in many certifications is item (7) . The <br /> engineers statement must specifically reference the appropriate <br /> portions of the permit (text, plans, maps, exhibits) to which <br /> the engineer is checking the as-built or "on-the-ground" <br /> configuration against. Certification statements done as <br /> outlined in the policy memo are the Division's assurance that <br /> the structure was built according to the approved plan. In the <br /> ideal situation, for roads and ponds, the operator submits <br /> design information certified by a P.E (Rule 2 .05.3 (3) (c) (vii) ) , <br /> -10- <br />