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• sediment load will be minimal. Any sediment <br />leaving the area will be filtered by the <br />dense vegetation between the outslope and <br />Hubbard Creek. <br />LH4 The access road to the ventilation portal <br />area is not protected from any sediment <br />control method. Sediment load should not <br />enter state waters from this area due to the <br />light road use and the gentle slope of the <br />road. The outslopes of the road along the <br />Hubbard Creek crossing are rip-raped to <br />control any erosion and sediment load from <br />occurring. <br />Upper Hubbard Creek Facility: (see map E8-3351R) <br />UH1 Runoff from the topsoil stockpile area flows <br />through a grassy area to control sediment <br />load in any stormwater leaving the stockpile. <br />No erosion should occur in this area due to <br />its gentle grade and rock lined slopes. <br />UH2 Sediment in the runoff from the sediment pond <br />and ventilation pad outslope will be <br />• controlled by dense vegetation on the slope. <br />Erosion in this area should not occur due to <br />the area's dense vegetation. <br />g. Employee Education: The contents of this stormwater <br />management plan will be reviewed with necessary <br />employees on a periodic basis. Particular attention <br />will be given to: 1) maintaining the sediment fences <br />and straw bale filters; 2) rill and gully repair; 3) <br />revegetation procedures; 4) maintaining surface <br />moisture in coal stockpile and plant roads; 5) cleaning <br />the paved haul road as necessary. <br />h. Testing for Non-stormwater: The potential stormwater <br />discharge points have been evaluated for the presence <br />of non-stormwater discharges such as mine drainage, <br />contaminated springs, sanitary waste, or process water <br />of any kind. The evaluation was performed by the <br />undersigned. The evaluation was based on a visual <br />observation of all of the stormwater discharge points. <br />The inspecti~Jon~occurred on September 27, 1993. <br />L. Rirt ewkes Date <br />• <br />10 <br />