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GENERAL38956
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GENERAL38956
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Last modified
8/24/2016 7:58:32 PM
Creation date
11/23/2007 9:55:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981014
IBM Index Class Name
General Documents
Doc Date
6/27/1984
Doc Name
PROPOSED DECISION And FINDINGS OF COMPLIANCE
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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-20- <br />These long-term data records are useful to identify any pattern of water <br />quality changes. As mining continues, the mine-related surface water quality <br />and quantity impacts are expected to increase. By looking at water quality <br />patterns we can attempt to identity a mine operation cause with a particular <br />surface water effect. Dorchester Coal Company's hydrologic monitoring plan as <br />stipulated should be adequate to plan for modification of surface or <br />underground mining activities, if necessary, to minimize disturbances to the <br />prevailing hydrologic balance (Rule 4.05.13(1)(b)). <br />B. Surface Water <br />The proposed permit area for the Dorchester No.l Mine, which lies within the <br />pediment zone, is dissected by two major drainages; Newlin Creek, a perennial <br />stream, and Magpie Creek, an ephemeral stream. The streams flow to the <br />northwest and converge directly northeast of the permit area, as shown on the <br />attached Operations Plan Map, Figure 2. At the time of the original submittal <br />of this application, most of the flow of Newlin Creek was diverted upstream of <br />the permit boundary and across the permit area via clay pipeline for the City <br />of Florence water system. Currently, due to subsidence from historic mining <br />in areas north of the permit area, the pipeline has ruptured and Newlin Creek <br />has been flowing. Water quality of the flowing Newlin Creek is very good <br />exceeding the drinking water standards only for iron. <br />The second major drainage, Magpie Creek, has been diverted by the mining <br />operation around the facilities area. (see Figure 5). This drainage and the <br />diversion are also discussed in the Hydrologic Balance Section (Section V), <br />the Backfilling and Grading Section (Section XVII), and Ponds, Impoundments <br />and Division's Section (Section XVI). <br />Pre-mining baseline data for this mine was not feasible, since previous mine <br />disturbances occurred prior to any monitoring requirements. No water quality <br />or quantity analyses were provided for Magpie Creek. No flows in Magpie Creek <br />were observed by Dorchester Coal Company during the year preceding application <br />for a permit, although flows measured by the Small Operator's Assistance <br />Program for a nearby mine were included within the application. Because <br />Magpie Creek is being diverted and reconstructed u on reclamation, any flows <br />occurring within the channel should be monitored. Since Newlin Creek is now a <br />perennial stream being undermined, it is important to ensure that subsidence <br />will not induce stream depletions. However, current water measurement <br />technology is not sufficient to detect minor stream depletions (+ or - 10 %). <br />Furthermore, it is expected that Newlin Creek will be diverted in the near <br />future when the pipeline is repaired. Under these circumstances the Division <br />feels that effects to Newlin Creek can best be monitored through the mine <br />inflow study stipulated earlier in this document: However, future results from <br />the mine inflow study may show the need for surface monitoring if significant <br />inflows ar~~ experienced below Newlin Creek. <br />Dorchester's surface water monitoring plan provides for the monitoring of <br />surface wager quality and quantity of Newlin Creek and Oak Creek. Magpie Creek <br />monitoring will identify peak flows which will be useful at the time of stream <br />channel reconstruction. <br />
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