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GENERAL40527
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Last modified
8/24/2016 7:59:42 PM
Creation date
11/23/2007 10:44:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
General Documents
Doc Date
8/10/1981
Doc Name
PROSOSED DECISION AND FINDINGS OF COMPLIANCE
Permit Index Doc Type
FINDINGS
Media Type
D
Archive
No
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• JI • <br />SURFACE WATER <br />QUANTITY <br />Seneca Coals Ltd. used the University of Arizona "HYMO" program, a hydrological <br />modeJ~ing program to evaluate peak runoff volume, peak discharge, peak velocity and <br />the associated sediment yield for different precipitation events on existing and <br />post-mining contours. Peak runoff volume, peak discharge, peak velocity and the <br />associated sediment yield were evaluated for the 10, 25 and 100-year, 29-hour <br />precipitation events on 27 different watersheds in the Seneca permit area. The <br />results show that mining operations should not adversely affect the peak velocities <br />in the various reaches. The model predicts that peak velocities and peak runoff <br />volumes will be slightly reduced overall. As discussed in the groundwater section, <br />the flow in Grassy Creek, Little Grassy Creek, and in the unnamed tributary to Fish <br />Creek, will be increased due to additional groundwater discharging into the system. <br />QUALITY <br />It is inevitable that the mining operations at the Seneca II mine site will affect <br />the quality of surface water in the area. The disturbance of strata during the <br />mining process exposes more surface area of the rocks for the solution of minerals <br />and increases the amount of solute available for transport. Also, surface mining <br />greatly enhances the probability of erosion and subsequent sediment yield. A11 <br />drainage from the disturbed area is collected in sedimentation ponds on site and <br />is treated before discharge into adjacent surface waters. Since the discharge from <br />the mine site is required to meet the effluent limitations of the CAfLRD and the <br />NPDES permit, the impact to the surrounding surface waters is minimized. <br />The "HYMO" program predicts an increase in sediment yield from all watersheds as <br />a result of mining. Water quality data for the NPDES 002 and 003 (Tables 7-3I and <br />7-32) indicate that Seneca Coals Ltd. has been successful in meeting the effluent <br />limitations for suspended solids. As reclamation continues and vegetation is re- <br />established, the sediment load will decrease. <br />The concentration of total dissolved solids in surface water at the Seneca II mine <br />site is high, due to surface runoff and groundwater discharge from spoils. Although <br />spoil leachate has a TAS concentration of approximately 3771 mg/1 at the lysimeter <br />site, the NPDES 002 and 003 discharge points average 2575 mg/1 and 1089 mg/1 <br />respectively. This data shows that the Seneca II mine is increasing the TDS con- <br />centration of Grassy and Little Grassy Creeks. The mine is also expected to increase <br />the TDS concentrations in the unnamed tributary to Fish Creek. These TAS concen- <br />trations in the Seneca mine discharge are within the limits established by the <br />NPDES permit. Additionally, it is anticipated that tine total dissolved solid load <br />created by mining will slowly diminish after final reclamation of the mine, as the <br />spoil weathering process reaches equilibzium. <br />Arsenic, boron, iron, manganese, lead, and nitrate concentrations in the Seneca mine <br />discharge have all, at some time, exceeded the National Water Quality Criterion <br />established by the EPA in 1976. The problems causing excess arsenic, boron, lead <br />and nitrate have been corrected and the Seneca mine effluent is currently meeting <br />the standards for these parameters. Seneca Coals Ltd. will continue to monitor <br />for these parameters and, if the problem reoccurs, steps will be taken to rectify <br />the problem. Iron and manganese levels are still slightly above National Water <br />Quality Criterion, however, the discharge is meeting NPDES effluent limitations and <br />no additional treatment is required. <br />
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