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-r <br />.~- <br />Mr. Stover Page 2 <br />Preliminary Adequacy Review <br />property. The Division is unable to locate any evidence <br />that notification was performed within the appropriate <br />time frames. <br />C. Page 146 of the permit application states that there are <br />12 structures within the proposed permit and adjacent <br />areas, which are shown on map 2.04.3(2)(a)-1. The <br />Subsidence Control Monitoring Plan Map, <br />2.05.6(6)(f)(ii)(c)-1, only shows 11 structures. Please <br />explain the discrepancy and update the map if necessary. <br />5. It appears when comparing Map 2.05.3(4)-2(a), Post Reclamation <br />Drainage System, with Map 2.05.3{4)-3, Small Area Exemption (SAE), <br />and reading the text on page 105, the location of the SAE does not <br />seem to correspond. The text states the SAE is located in a <br />portion of Area 16 which corresponds with the drainage map. <br />However, when the two maps are overlaid, the SAE marked on the SAE <br />Map is not in Area 16. Please explain this discrepancy and update <br />the map if necessary. <br />6. Page 61a in the permit application discusses two new monitoring <br />points designated as CE-81-1 and CE-81-2. Where are these point <br />located and which map shows the location? What is the status of <br />these points? <br />7. Page 63 of the permit application discusses four monitoring <br />locations designated as sample sites A-D. Apparently, these points <br />can be found on Map 2.04.7(2)(a)(b)-1, Surface Drainage Pattern. <br />These points cannot be located on this map. What is the status of <br />these monitoring locations? <br />8. It is good practice to include in the permit, a description of <br />all monitoring locations. For example, is discharge obtained using <br />a flume, or other method, and how is quality obtained? What <br />instruments are used and what is' the-sampling protocol? This <br />should be addressed in regards to surface and ground water to be <br />included within the permit. <br />9. Rules 4.10.3(2), 4.09.2(7), and 4.05.4(4) require a permanent <br />diversion ditch that diverts all surface drainage from the area <br />above the underground development waste disposal area from the <br />crest and the face of the disposal area. Review of Map 2.05.3(4)- <br />2(a), Post Reclamation Drainage System, does not show an upper <br />diversion ditch. However, review of Map 2.05.3(4)-2, Existing <br />Drainage System, shows that an upper diversion ditch did exist. <br />The Division realizes that the disposal area is reclaimed, but we <br />must resolve this issue. I would like to examine this area in the <br />field with you, when we meet at Red Canyon on April 21, 1993 at <br />8 a.m., before this issue is discussed any further. <br />