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III. COMMENTS -COMPLIANCE Below are comments on the inspection. The comments include discussion of observations made during the inspection. Comments also describe any enforcement actions taken during the inspection and the facts or evidence supporting the enforcement action. Hydrologic Balance continued fall and discharging turbid water to the ditch on the south side of the facilities area, which dischazges to Sedimentation Pond 003. Pond inlets, embankments and dischazge structures appeazed to be stable and no problems were noted at these pond locations. Access to Ponds 004 and 008 was not possible due to snow packed road conditions. As indicated above, the_As =Built Reports_for_Sedimentation Ponds 002, 003 and 004 have not been certified by a registered professional engineer, and there is no as-built documentation for the Truck Wash Ponds (settling and supply impoundments). Please provide certifications for Sedimentation Ponds 002, 003, and 004, stating that these impoundments have been constructed as planned and designed (or to alternate as-built drawings), and in accordance with the applicable regulations. Please certify that the pond designs as supported by the certified As-Built Drawings presented in Exhibits 7-8, 7-11, and 7-12 meet the requirements of Rules 4.05.6 and 4.05.9. Please provide a certification for the Truck Wash Ponds (settling and supply impoundments) stating that these impoundments have been constructed as designed (or as to as-built drawings), and in accordance with the approved plan and the applicable regulations (Rule 4.05.9 Impoundments). An As-Built Drawing will not be necessary if the existing design drawing (Exhibit 7-16) is correct and accurately reflects the construction. Based on the Annual Certifications and site inspections, it appeazs that the Water Supply Pond has a discharge structure. This is not reflected on the existing design drawing (Exhibit 7-16). The certified reports as detailed above should be incorporated into the PAP via a technical revision. This information will be necessary for the Division to make a proposed decision regazding the planned Phase I Bond Release Application. Sunnort Facilities The two bone yards and the shop/facilities azea were mostly cleaz of snow. These locations were muddy but accessible. The road surface around the facilities azea was heavily rutted in some azeas. Drainage away from the shop(facilities azea was adequate. Road scrapings aze stockpiled on the southwest side of the facilities above the ditch leading to Pond 003. Please continue to maintain this area to ensure that road scrapings are not placed in the ditch.